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En Allround Delekatalog 2017

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En Allround Delekatalog 2017

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LAYHER ALLROUND SCAFFOLDING ®

CATALOGUE
Edition 04.2017
Ref. No. 8116.254

Quality management
certified according
to ISO 9001:2008
by German TÜV-CERT
Contents

COMPANY SCAFFOLDING BASIC

FROM PAGE 4
BASIS COMPONENTS
FROM PAGE 8 FROM PAGE 12

Quality “Made by Layher” 4 Software for scaffolding construction 8 Vertical support elements 12
More speed 5 Scaffolding base plates 10 Horizontal support elements 14
More experience 5 Diagonal bracing 18
More knowledge 5 Scaffolding decks, U-suspension 20
More clarity 5 Scaffolding decks, O-suspension 24
More quality 5 Steel planks, gap decks 26
Toe boards 28

2
EXTENSION PRODUCT- NOTICE
COMPONENTS PORTFOLIO
FROM PAGE 30
All dimensions and weights are guideline values.
Subject to technical modification.

Steel components are galvanized according to

EN ISO 1461 and DASt guideline 022. Connection
parts are galvanized according to EN ISO 4042.

Our deliveries shall be made exclusively in

accordance with our currently valid General Terms
of Sale. These include the following provisions: The
place of performance is Gueglingen-Eibensbach.
Title to the delivered goods shall be retained until
full payment has been made.
Couplers 30 The Layher product range –
all catalogues at a glance Please request the specific instructions for
Spare parts, accessories, anchoring 30 assembly and use when ordering. Protected by
SpeedyScaf Ref. No. 8102.258 copyright. Not to be reproduced, either in whole or
Brackets 32
in part. Misprints and errors excepted.
Allround Scaffolding Ref. No. 8116.254
Pedestrian protection 34
System-free Accessories Ref. No. 8103.256
Stairway ascents, outside accesses 36
Protective Systems Ref. No. 8121.256
Bridging system 48
Event Systems Ref. No. 8111.229
STAR frame 50
Access Technology Ref. No. 8118.228
Shoring, construction stairtowers 52
Railing clamp 58
Mobile scaffolds, pallets, tools 60 3
Layher

QUALITY MADE BY LAYHER

Headquarters in Eibensbach

Plant 2 in Gueglingen

HERE IS THE BEATING HEART OF LAYHER. MORE POSSIBILITIES. THE SCAFFOLDING SYSTEM.

Quality made by Layher comes from Gueglingen-Eibensbach. Our company This brand promise made by Layher is the expression of a brand philosophy that
has set down deep local roots since it was established. Right up until today, we’ve been living by for over 70 years. More speed, more safety, more proximity,
development, production, logistics and management are all in one place, where more simplicity and more future: values with which we strengthen our customers’
the conditions are best for achieving quality made by Layher: in Gueglingen- competitiveness in the long term. With our innovative systems and solutions,
Eibensbach. The two locations together cover a surface area of 318,000 m². we’re working all the time on making scaffolding construction even simpler, even
This includes more than 142,000 m² of covered production and storage areas. more economical and, above all, even safer. With comprehensive services, a
This is where our scaffolding systems are created by highly automated permanent range of training courses and an ethos of customer focus, more than
production. Short distances and short reaction times mean we can adapt 1,600 dedicated Layher employees are creating more possibilities for our
production to suit our customers’ requirements, flexibly and at any time. customers every single day. In more than 40 countries all over the world.

MORE INFORMATION
i
Discover the world of Layher in its
company film at:
yt-image-en.layher.com

4
More Possibilities. The Scaffolding System.

MORE SPEED
We can supply large quantity of the right products at the right time – to anywhere in the
world. Layher has subsidiaries in more than 40 countries in all five continents, with a
tight-knit network of national service centers. Speed is also the motto of our logistics
concept. Customers have the choice of picking up their material at a Layher service center or
having it delivered either to a warehouse or “just in time” directly to the site.

MORE EXPERIENCE
Tradition has grown into experience and expertise. Our experts pass on this knowledge – all
over the world. Existing customers might want to try a different approach, while new
customers might need support when assembling a Layher scaffolding structure. Layher’s
specialists get to grips with the specific tasks and requirements, devising for our customers
persuasive solutions that are both profitable and efficient. Good advice from Layher is
guaranteed. We take care of our customers at every level, because cooperation with them on
the basis of mutual trust as well as their success are important to us.

MORE KNOWLEDGE
Further training is the key to success. For this reason, Layher organizes regular training
seminars that prepare our customers for current and future challenges specifically in
scaffolding. This training scheme is backed up by many others options, for example practical
product training courses and regular meetings for scaffolding erectors to promote the flow of
information between experts and colleagues. And last but not least, Layher offers
comprehensive publications on topics to do with scaffolding construction.

MORE CLARITY
Saving time, using material in the best way, improving logistics. All that can be done with
Layher’s planning software LayPLAN CLASSIC and LayPLAN CAD. Layher software means
greater reliability when budgeting and planning scaffolding construction projects.
Optimization of inventory management and complete cost transparency for the material used
in a project. Once the dimensions and the required assembly variant have been entered, the
Layher software supplies a scaffolding proposal with matching material list within seconds.

MORE QUALITY
People talk a lot about quality. We just produce it. Quality from Layher means state-of-the-art
production processes, carefully selected materials, smart automation and a highly qualified
workforce. Our products comply with the latest security standards and possess DIN ISO
certification. German TÜV approval, and many other German and international quality labels.
21,000 kilometres of steel tubing in high-quality workmanship are convincing testimony to
Layher’s quality standards.

5
Allround Scaffolding

THE VERSATILE SOLUTION: LAYHER ALLROUND SCAFFOLDING®

The proven combination of positive and non-positive connections in rapid bolt-free system
technology with AutoLock function permits connections that are automatically right-angled,
obtuse-angled and acute-angled as required, with built-in safety at the same time.
Layher Allround Scaffolding has become a synonym in the marketplace for
modular scaffolding.

This original system has been continually improved since it was launched in 1974,
and offers an impressive variety of uses: at every construction site, in industry,
chemical plants, power stations, shipyards and for events. As scaffolding for working,
protection, facades or for support, as internal or birdcage scaffolding, or as rolling towers.

Even with very difficult layouts and architecture styles and with heightened safety require-
ments, Allround Scaffolding is always the faster, safer and more economical solution.

YOUR BENEFITS AT A GLANCE

2 Higher fitting performance and higher and more shipping space thanks to special high-tensile steel and constructive improvement, reducing weight of components
and raising load-bearing capacity.
2 No time-consuming fitting of spigots and double storage, thanks to a single standard with integrated spigot for supported and suspended scaffolding.
2 The integrated scaffolding system for easy and complicated applications is fully combinable with all former generations. Maximum investment protection thanks to
long durability, purchase availability for decades and continuous enhancements.
2 Improved working safety and time saving on assembly thanks to the AutoLock function.
2 Improved working thanks to the lower weight in the system and more headroom by approx. 10 cm.

6
As work scaffolding and safety scaffolding at the facade, as birdcage, trestle and suspended scaffolding, or as a rolling tower – the right scaffolding
at all times and for every job and requirement. For very difficult ground plans and anchoring conditions, for very irregular structures, and for jobs with
increased safety requirements.

General building authority approval: Z-8.22-64, Allround Scaffolding Steel, with connector approval and standard version ad work and protection scaffolding at the
facade. The following further approvals have also been granted: Z-8.22-939, Allround Scaffolding Lightweight components and their combination with one another in
Z-8.22-949 and Z-8.22-64.1 Allround Scaffolding Aluminium.

It’s this easy: Turning the ledger As the wedge-head is pushed over The flat rosette without recesses or A hammer blow on the wedge trans-
and slightly tilting it before assembly the rosette, the wedge drops automa- bulges prevents it getting clogged forms the positive connection into a
activates the AutoLock function. tically into the recess and is im- with the dirt, whatever the type, that superbly strong non-positive one.
mediately secured against any pos- makes assembly difficult.
sibility of shifting or dropping out.
This means: safe 1-man assembly,
whatever the height.

THE INTEGRATED SCAFFOLDING SYSTEM: APPLICATION-ORIENTED ACCESSORIES

Protective Roofs
Layher weather protection roofs can be used in a number of variants depending on
their span, the snow load or the wind load. That saves you real money when plan-
ning temporary weather protection roofs. For easy use on the site, clearly set-out
material and loading capacity tables for snow and wind loads are available for you.
Protective roofs are not a one-off solution for Layher, but a standard product – this
ensures readiness for immediate delivery.

Protect System
With its Protect System, Layher offers an enclosure system that fits in with
Allround Scaffolding and SpeedyScaf. It is used for example for pedestrian protec-
tion in combination with the Allround bridging system and also for environmental
protection and noise reduction. Highly economical to use thanks to quick and easy
assembly in a simple and logical assembly sequence, and the frequent use of a few
system components. The Layher Protect System is not a one-off solution for Layher,
but a standard product – this ensures readiness for immediate delivery.

ANTI-THEFT PROTECTION AND ADVERTISING IN ONE

Layher Individual
Xtra-N-decks, Robust decks, Stalu decks, steel decks can be stamped individually.
Wooden toe boards can be printed according to your preferences.

7
Software for scaffolding construction

Layher LayPLAN 1
Time and material are crucial factors in scaffolding LayPLAN
CLASSIC
construction. To make the most efficient use of both, the
Layher range includes the practical LayPLAN scaffolding
planning software.

With the serveral software packages LayPLAN CLASSIC

and LayPLAN CAD, it is possible to plan scaffolding
structures from simple, small facade scaffolding up to
complex industrial scaffolding or protective roofs and
grandstands.

LayPLAN CLASSIC 2
With the LayPLAN CLASSIC modules for Allround
Scaffolding and SpeedyScaf, individualised scaffolding
solutions can be configured quickly and easily: whether
they’re for circular or facade scaffolding made from
SpeedyScaf, for birdcage scaffolding and free-standing Allround Facade Scaffolding
towers made from Allround Scaffolding, or for structures
with temporary roofs. Once the dimensions and the
required assembly variant have been entered, LayPLAN
CLASSIC delivers within seconds a scaffolding proposal,
including anchoring, bracing and side protection. During
the design phase, the overall length, standing heights and
areas are continuously calculated and displayed to reflect
the current plan. A materials list can also be created at the
click of a button and then printed out, together with an
assembly sketch for the area to be enclosed in scaffolding
plus the total weight. This also helps with the logistics –
the required material is guaranteed to be there where it's
needed. Scaffolding erectors benefit from more certainty
when planning the commercial and technical details, from
optimised use of stocks, and from full cost transparency at
every stage of the project. Allround Birdcage Scaffolding

After finalisation of the scaffolding proposal, the LayPLAN

Material Manager provides you with complete lists of requi-
red parts to ensure you always have precisely the material
you need at the site.

LayPLAN CAD 3
For more complex structures, LayPLAN CAD is available.
This is a plug-in for Autodesk AutoCAD. It enables
3-dimensional planning of scaffolding structures of all
types.

Thanks to integration into the LayPLAN system, the basic

planning can be handled in automated form using the
proven LayPLAN CLASSIC. Project data can be quickly Allround Circular Scaffolding
recorded using input masks, ensuring a time saving for
every order. The data are then simply exported into the
AutoCAD program, which offers further possibilities for
detailed 3D planning. A visual collision check is possible
with the aid of volume rendering. Using a convenient
search function with preview image, scaffolding planners
will find not only an extensive library of individual Layher
parts, but also assemblies already prefabricated for even
faster design work. The detailed drawings can then be
printed out. It is possible to export them as 3D PDFs too (3D
PDF exporter only included with LayPLAN CAD OEM
version), which brings benefits in the tender phase and also
facilitates later assembly. A transfer to visualisation or
animation software is also possible without any problem.
This allows projects not only to be planned economically LayPLAN Material Manager
and also adapted precisely to actual requirements, but also Part of LayPLAN CLASSIC and LayPLAN CAD
to be presented professionally to customers.

8
Planning of individualised scaffolding structures in LayPLAN CAD

Creation of planning documents with integral material lists in LayPLAN CAD

3D-PDF view
(Platform independent with
standard PDF-Reader)

Generation of 3D PDFs with the aid of 3D PDF exporters

How can I acquire LayPLAN?

Registration and all the ordering processes can be conveniently accessed at the Layher website: http: / / software.layher.com
A contact form gives you the data to access our software portal, where you can download a 30-day test version and also find the order form for the full version.

The individual software packages can be licensed for a validity of 1 year from our sales partner Mensch und Maschine Deutschland GmbH, which also handles the
entire sales process and provides continuous hotline support for these packages. The license is extended by a further year if a subscription model is selected, unless
it is terminated with two months notice to the end of the contractual year.

Pos. Description

1 LayPLAN CLASSIC
scaffolding configurator for SpeedyScaf, Allround Scaffolding,
weather protection roofs and rolling towers
2 LayPLAN CAD
plug-in for AutoCAD, for designing complex scaffolding in 3D and for developing scaffolding proposals
from LayPLAN CLASSIC
3 LayPLAN CAD OEM
AutoCAD 2017 OEM with LayPLAN CAD plug-in for designing complex scaffolding in 3D, incl.
3D PDF exporter, and for developing scaffolding proposals from LayPLAN CLASSIC

WS = wrench size PU = packaging unit W = available ex works P = delivery time on request V = only available in this packaging unit Z = the approval process is not yet completed
IND = Layher Individual possible – see page 7
9
Scaffolding base plates

To adjust to the ground, choose between different

height-adjustable base plates 2-5 with sturdy and
self-cleaning round threads, with colour and notch
markings to provide protection against overwinding. 1
Make sure that there are sufficient load-distributing
surfaces. For all inclined erection surfaces, e.g. in
combustion chambers or ship hulls, swivelling base
plates 60, reinforced 4 are used. 2 3 4 5 6

The round threads of all Layher scaffolding spindles have

an outside diameter of 38 mm and a pitch of 8.1 mm.
The wing external dimension of the spindle nut is
205 mm. The dimensions of the foot plate are
150 x 150 mm. 41 cm 55 cm 32 cm 41 cm

Base plate (normal) =

ˆ 4.5 mm wall thickness
Base plate (reinforced) =
ˆ 6.3 mm wall thickness
Base plate / head jack solid =
ˆ solid material
7 8 9
Load capabilities of spindle cross-section as per
DIN EN 12811-1

Spindle type Npl,d [kN] Mpl,d [kNcm] Vpl,d [kN]

26 cm
normal 97.7 83.0 36.0 41 cm

reinforced 119.9 94.5 44.1

solid 288.0 157.0 106.0

The head jack 7 / 8 and 10 / 11 accommodates wood

sections or steel beams and serves to adjust height and
introduce loads. The solid head jacks and base plates
can be recognized by the hexagonal opening provided in
them.

The swivelling top spindle 10 can be used to install 10

supports (e.g. wood sections) with an inclination of up to
max. 5% to the horizontal in the longitudinal and
transversal directions, thus eliminating the need to level
with a wedge. Greater loads can be supported thanks to
the articulated mounting of the top plate and the 26 cm
max. 5 % max. 5 %
resulting centric introduction of vertical forces into the
spindles.

The cross head jack 45, solid 11 serves to accommodate

wood sections, glued binders or steel beams in falsework
and supporting scaffolding. It stabilizes the supports
against tilting, and it is possible to use one or two
formwork supports. Height adjustment is performed 11
using the spindle nut. The cross head jack is suitable for
all common formwork supports.

Wedge spindle swivel coupler 12

For connection of a tube dia. 48.3 mm to a scaffolding
spindle at any angle.
26 cm

12 13

10
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]
1 Scaffolding plank 1.00 x 0.24 5.2 50 3816.100 P
for load distribution 1.50 x 0.24 7.8 50 3816.150 P
45 mm high, freshly sawn, sorting category S 10
2 Base plate 60 (max. spindle travel 41 cm) 0.56 3.6 40 4001.060
3 Base plate 80, reinforced (max. spindle travel 55 cm) 0.73 4.9 100 4002.080
4 Swivelling base plate 60, reinforced (max. spindle travel 32 cm), 0.58 6.1 100 4003.000
ensure sufficient structural strength

5 Base plate 60, solid, without lock 0.58 6.7 200 5602.060 W
(max. spindle travel 41 cm)
6 Spindle attachment with wedge-head 0.60 2.0 150 2602.100 W

7 Head jack 45, solid, 16 cm 0.45 6.6 50 5314.045 W

(max. spindle travel 26 cm), width of fork 16 cm
8 Head jack 60, reinforced, 18 cm 0.60 8.0 100 5316.060 W
(max. spindle travel 41 cm), width of fork 18 cm
9 Rosette with thread, clampable 19 WS 0.12 1.7 100 2602.119 W
22 WS 0.12 1.7 100 2602.122 W
10 Swivelling head jack 45, solid 0.45 7.3 50 5312.045 W
(max. spindle travel 26 cm), width of fork 16 cm
11 Cross head jack 45, solid 0.45 6.9 50 5315.045 W
(max. spindle travel 26 cm), opening dimensions 8.5 / 17 cm

12 Wedge spindle swivel coupler 1.8 25 4735.000 W

13 Adjustment plate for base plate dia. 0.30 1.3 250 4000.400 W
of glass-fibre-reinforced polyamide plastic,
inclination 0 – 16 %

The rosette with thread, clampable 9

can be attached to the thread of the
Layher base plate or head jack. This
rosette can be used, when the spindle
nut is undone, for bracing in the
longitudinal, transverse and diagonal
directions. Up to six connections are
possible.

The spindle fixture with wedge-head 6

serves to secure the base plate and the
base collar against falling out when
moving scaffolding with a crane.

Standards are available in hot-dip galvanized steel

tubing, dia. 48.3 mm, and aluminium tubing,
dia. 48.3 mm, with rosettes at every 50 cm for a
maximum of eight connections. 1a / h
Four small openings in the rosette determine right-
angled connections, four larger openings permit
connections at any angles.

100
1b
pressed-in spigot

Maße
1c / e / i

500
For use as suspended scaffolding or for moving by crane, 1d

100
only following standards may be used: standards 1c+e

400
without spigot together with spigots 2, standards 1i
together with spigots 2 or standards LW 1d with
integrated spigot.
For connecting of each standard, you can use hinged
H
pins 3 or special bolts M12 x 60 4. The spigots should LAY ER
always be bolted into the standard with te special bolts. Maße

IG
H T W EIGH
L

The standard LW with integrated spigot 1d – only

one standard for stand or suspended scaffolding
structures. Thanks to the transmission of tension
load no different standards are necessary.

The rosette, clampable 5, can be connected to any

point on the standard – tightening torque 50 Nm – and
allows up to six ledgers or diagonal braces to be new integrated spigot
500

connected to it. This permits flexible solutions between with cross hole
the rosettes even when connected to SpeedyScaf.
Loading table available on request.
400

The base collar 7, with rosette and the height-adjustable

base plate form the scaffolding base. The vertical
standard is placed into the base collar for further
construction.
2 3 4 with spigot
The base collar, long 8, is required with aluminium to be screwed in
Allround standards. For Allround rolling towers it by others
facilitates a correct securing of the castors with locks
against falling out.

The standard lock 0.50 m 6 can be used to bridge 2x 2x

standard joints, for example when moving scaffolding
using a crane or for suspended scaffolding. Permissible
load capacity: 18.8 kN. 5 6 7 8

12
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1a Standard, steel, 0.50 3.2 240 5603.050 W

with pressed-in spigot 1.00 5.5 28 2603.100 W
1.50 7.8 28 2603.150 W
2.00 10.1 28 2603.200 W
2.50 12.4 28 2603.250 W
3.00 14.6 28 2603.300 W
4.00 19.2 28 2603.400 W
1b Initial standard LW, steel, H
LAY ER 2.21 10.0 28 2617.221 W
with pressed-in spigot for use in the lowest scaffolding level
without base collar or for assembly of the modular stairtower, IG
H T W EIGH

T
with 5 rosettes
1c Standard, steel, without spigot 0.50 2.5 300 2604.050 W
e.g. for receiving head jacks, 1.00 4.6 28 2604.100 W
or for suspended scaffolding use the spigot 1.50 6.8 28 2604.150 W
Ref. No. 2605.000 2.00 9.0 28 2604.200 W
2.50 11.7 28 2604.250 W
3.00 13.7 28 2604.300 W
1d Standard LW, steel, H
LAY ER 0.50 2.7 240 2617.050 W
with integrated spigot with cross hole 1.00 4.9 28 2617.100
for use in stand and suspended scaffolding IG
H T W EIGH 1.50 7.1 28 2617.150
L

2.00 9.3 28 2617.200

2.50 11.5 28 2617.250
3.00 13.7 28 2617.300
4.00 18.1 28 2617.400
1e Standard LW, steel H
LAY ER 1.50 6.6 28 2619.150 W
without spigot 2.00 8.8 28 2619.200 p
for scaffolding layer IG
H T W EIGH
L

1f Standard, 0.67 m, with 2 rosettes, without spigot 0.67 3.6 200 2604.066 W
with integrated base collar
1g Standard, 1.17 m, with 3 rosettes, without spigot 1.17 6.1 28 2604.116 W
with integrated base collar
1h Standard, aluminium, 1.00 2.2 28 3200.100 W
with pressed-in spigot 1.50 3.2 28 3200.150 W
2.00 4.1 28 3200.200 W
2.50 5.0 28 3200.250 W
3.00 5.9 28 3200.300 W

1i Standard, aluminium, without spigot 1.00 1.9 28 3209.100 W

for suspended scaffolding 1.50 2.8 28 3209.150 W
2.00 3.8 28 3209.200 W
2.50 4.7 28 3209.250 W
3.00 5.6 28 3209.300 W
2 Spigot 0.52 1.6 350 2605.000 W
for Ref. No. 2604, steel

for Ref. No. 3209, aluminium 0.52 0.8 100 3209.000 W

3 Hinged pin, dia. 12 mm 2.0 20 V 4905.667

with pan-head

4 Special bolt M12 x 60, with nut 4.0 50 V 4905.061

5 Rosette, clampable 19 WS 0.12 1.0 25 2602.019

22 WS 0.12 1.0 25 2602.022
6 Standard lock, 0.50 m 0.58 4.0 100 2603.000 W
7 Base collar 0.24 1.4 500 2602.000
8 Base collar, long 0.43 2.2 400 2660.000
9 Locking pin, red, dia. 11 mm 0.2 100 4000.001

Depending on the scaffolding bay length, deck type and

load, ledgers made of steel or aluminium are available in
cylindrical tube, U-section and reinforcement sections for
higher loads. The ledgers are deck beams, bracing
elements and guardrails.

The wedge lock connection ensures positive and

non-positive connection with central load introduction
between standards and ledgers. Safety is already
assured in the assembly state because the wedge lock
already prevents unintentional disengagement when the
wedge is loosely inserted. Longitudinal ledgers can be
omitted at deck level if the decks are secured against
Slide the wedge-head over Insert the wedge into a Hammer down the wedge
lifting off by a lift-off preventer.
the rosette. hole. The component is to provide a non-positive
secure against shifting and connection (use 500 g
Load capacity of O-ledger, steel*
falling out. metal hammer until the
Ledger length blow bounces off).
(system
0.73 1.09 1.40 1.57 2.07 2.57 3.07
dimension)
[m] 1 / 2
Evenly
distributed
29.2 14.1 8.8 7.0 4.1 2.7 1.9
line load q
[kN / m]
Individual
H
load P in LAY ER
10.1 7.1 5.7 5.1 4.0 3.3 2.7
centre of bay
[kN]
IG
H T W EIGH

T
* Working load
Dimensions between centre lines

Allround O-ledger LW 1 / 2

The new wedge-head design with AutoLock function
means greater construction safety. By turning the ledger
the function gets activated and the wedge descends into
rosette slot automatically. Thanks to the reduction of the
wall thickness there is a weight saving of 12 %. That
leads to less strenuous working conditions. Additionally
the bending strength got increased about 24 %. 3

4
H
LAY ER

IG
H T W EIGH
L

14
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Allround O-ledger LW, H

LAY ER 0.39 1.9 250 2601.039 W
with AutoLock function 0.45 2.1 250 2601.045 W
IG
H T W EIGH 0.73 2.9 400 2601.073

T
The 0.39 m ledger is used on the 0.39 m bracket for fall 0.86 3.3 50 2601.086 W
protection at the end. 0.90 3.4 50 2601.090 W
The ledger 0.86 m is used for podia and stands. 1.04 3.8 50 2601.103 W
It fits to the Event deck width EV 86. 1.09 4.0 50 2601.109
The ledger 0.90 m is used for construction of the 1.29 4.6 50 2601.129 W
equalising modular stairway. 1.40 5.0 50 2601.140 W
The 1.04 m ledger corresponds to half the 2.07 m bay. 1.57 5.5 50 2601.157
The 1.29 m ledger corresponds to half the 2.57 m bay. 2.07 7.0 50 2601.207
2.57 8.5 50 2601.257
3.07 10.1 50 2601.307
4.14 13.4 50 2601.414 W
O-ledger, aluminium 0.73 2.8 200 3201.073 W
1.09 3.5 50 3201.109 W
1.40 3.7 50 3201.140 W
1.57 4.0 50 3201.157 W
2.07 4.5 50 3201.207 W
2.57 4.9 50 3201.257 W
3.07 5.5 50 3201.307 W

2 Allround O-ledger LW, steel, metric H

LAY ER
0.25 1.4 300 2601.025 W
with AutoLock function 0.50 2.2 250 2601.050 W
IG
H T W EIGH
1.00 3.7 50 2601.100 W
L

1.50 5.3 50 2601.150 W

2.00 6.8 50 2601.200 W
2.50 8.3 50 2601.250 W
3.00 9.9 50 2601.300 W

3 Scaffolding tube, steel, hot-dip galvanized 0.50 2.3 61 4600.050 W

Scaffolding tubes dia. 48.3 x 4.0 mm, as per DIN EN 39 1.00 4.5 61 4600.100
1.50 6.8 61 4600.150 W
2.00 9.0 61 4600.200
2.50 11.3 61 4600.250 W
3.00 13.5 61 4600.300
3.50 15.8 61 4600.350 W
4.00 16.7 61 4600.400
5.00 22.7 61 4600.500
6.00 25.0 61 4600.600

4 U-ledger LW T14, steel H

LAY ER 0.45 2.1 250 2618.045
0.50 2.5 250 2618.050 W
IG
H T W EIGH
L

0.73 3.1 400 2618.073

1.00 4.1 50 2618.100 W
1.09 5.7 50 2618.109
1.29 5.2 50 2618.129 P
1.40 5.4 50 2618.139 w
U-ledger, aluminium 0.73 1.5 200 3203.073 W

U-ledger deck configuration

Bay width | Deck width 0.19 m 0.32 m 0.61 m
Version A B A B A B
1 H
LAY ER
0.45 m 0 – 1 – 0 –
0.50 m 2 – 0 – 0 –
IG
H T W EIGH

T
0.73 m 0 0 2 0 0 1
1.00 m 3 – 1 – 0 –
1.09 m 0 0 3 1 0 1
1.29 m 1 1 1 3 1 0 2a
1.40 m 0 0 4 0 0 2
1.50 m 2 – 3 – 0 –
1.57 m 1 – 4 – 0 – 2b
2.00 m 0 3 4 4 1 0
2.07 m 0 – 6 – 0 –
3a
2.50 m 0 4 5 5 1 0
2.57 m 1 – 7 – 0 –
3.00 m 2 0 6 9 1 0
3.07 m 0 – 9 – 0 –
Example: A 1.09 m wide bay can be covered with 3x 0.32 m decks
(Variant A) or 1x 0.61 m + 1x 0.32 m decks (Variant B).
The U-Lift-off preventer 3 is for U-ledgers, U-bridging ledgers, U-ledgers reinforced
and U-lattice beams. It serves to prevent scaffolding decks from being lifted off.
Loading capacity of U-ledger, U- and O-ledger,
3b
reinforced, steel*
Ledger type and U U–LW U–LW O–V O–V
length [m] 0,73 1,09 1,40 1,09 1,29
4

Evenly 280 mm
distributed line 19,0 17,5 10,8 21,8 15,6
load q [kN / m]

Individual load P
Securing of Securing of
6,1 8,6 6,4 11,0 9,3 one deck two decks
in bay centre [kN]
5
Loading capacity U-ledger reinforced LW T14*
Length [m] 1,40 1,57 2,07 2,57 3,07
Evenly distributed 6
17,1 17,7 13,0 8,4 5,0
line load q [kN / m]
Individual load P in
19,2 17,1 12,9 10,4 8,7
bay centre [kN]
* permissible working load

9 10
7 9

Openings, accesses and even conversions are easily

constructed with U- and O-ledgers 7-10 with lateral
receiving elements.
8 10

12 H
LAY ER

IG
H T W EIGH
L

16
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-ledger reinforced LW T14, steel H

LAY ER
1,40 8,9 50 2618.140 w
1,57 9,4 50 2618.157
IG
H T W EIGH 2,07 12,7 50 2618.207

T
2,57 15,7 50 2618.257
3,07 19,0 50 2618.307
U-ledger reinforced LW T14, steel, metric H
LAY ER 2,00 12,5 50 2618.200 W
2,50 15,5 50 2618.250 P
IG
H T W EIGH
3,00 18,5 50 2618.300 P

T
2a U-bridging ledger, aluminium 1,57 4,3 20 3207.157 W
2,07 5,5 20 3207.207 W
2b U-ledger reinforced, aluminium 1,09 3,7 50 3203.109 W
1,40 4,5 50 3203.140 W
3a U-Lift-off preventer T8 0,39 0,6 250 2635.039 W
0,45 0,7 250 2635.045 W
0,50 0,8 250 2635.050 W
0,73 1,3 250 2635.073
1,00 1,7 50 2635.100 P
1,09 1,8 50 2635.109
1,29 2,1 50 2635.129 P
3b U-Lift-off preventer T9 1,40 5,3 50 2658.140 W
1,57 5,9 50 2658.157 W
2,07 7,9 50 2658.207
2,57 9,9 50 2658.257
3,07 11,9 50 2658.307
4 Universal U-Lift-off preventer, 19 WS 0,28 1,0 200 2635.000 w
usable for every U-section (steel and aluminium)
and also in SpeedyScaf 22 WS 0,28 1,0 200 2635.001 p B
2600.073 P B
H
5 U-interchangeable ledger, steel, galvanised LAY ER
0,73 2,9
IG
H T W EIGH
1,09 4,2 2600.109 P B
L

6 U-interchangeale ledger LW reinforced, H

LAY ER
1,40 5,2 2600.140 P B
steel, galvanised 1,57 5,8 2600.157 P B
IG
H T W EIGH 2,07 7,5 2600.207 P B
L

2,57 9,2 2600.257 P B

3,07 10,9 2600.307 P B
7 U-ledger steel deck – steel deck, 0,32 3,1 100 2614.030 W
for connection on both sides to the steel deck flank, 0,64 4,3 50 2614.073 W
with securing flaps, loadable up to load class 3,
up to steel decks of 3.07 m 0,96 5,5 50 2614.108 W
8 U-ledger steel deck – O-ledger, 0,32 3,3 100 2614.001 W
one side for connection 0,64 4,4 50 2614.002 W
to the steel deck flank, with securing flap,
0,96 6,5 50 2614.004 W
the other side for connection to an O-ledger, with securing wedge
9 O-ledger steel deck – steel deck, 0,32 3,1 100 2614.069 W
for connection on both sides to the steel deck flank, 0,64 4,2 50 2614.070 W
with securing flaps, loadable up to load class 3,
0,96 5,2 50 2614.071 W
up to steel decks of 3.07 m
10 O-ledger steel deck – O-ledger, 0,32 2,4 100 2614.032 W
one side for connection to the steel deck flank, 0,64 4,4 50 2614.064 W
with securing flap,
0,96 5,5 50 2614.096 W
the other side for connection to an O-ledger, with securing wedge
11 Guardrail, adjustable 1,57 – 2,57 8,5 50 2606.000 W
for use in compensation bays 1,09 – 1,57 5,7 50 2606.001 W
12 O-bridging ledger, steel H
LAY ER
1,09 5,9 50 2672.109 p
1,40 7,7 50 2672.140 p
IG
H T W EIGH 1,57 8,7 50 2672.157 W
L

2,07 11,4 50 2672.207 W

2,57 14,3 50 2672.257 W
3,07 17,0 50 2672.307 W
WS = wrench size PU = packaging unit W = available ex works P = delivery time on request V = only available in this packaging unit Z = the approval process is not yet completed
IND = Layher Individual possible – see page 7
17
Diagonal bracing

O-ledger,
horizontal-diagonal

Bay width
2

Bay length

The O-ledger, horizontal-diagonal 1, with wedge-heads H

LAY ER

serves to brace horizontal levels in scaffolding without

standard decks or in scaffolding with board decking. IG
H T W EIGH

T
The diagonal braces 2 with wedge locks further brace
the basic system consisting of standards and ledgers,
and thanks to their high connection values also facilitate
special structures.

Diagonal brace
Bay width

Tube length

Bay length For rectangular

floor plan, with offset
The bay length is dis- welded wedge-heads.
played in numbers and
2 by a defined colour
code.

For square floor plan,

with straight welded
Number of rosettes tell wedge-heads.
you which standard
is used resp. the bay
2 height.

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

1 O-ledger, horizontal-diagonal, steel

for 1.09 m bay length, 1.09 m bay width 1.54 6.2 50 2608.108 W
for 1.57 m bay length, 1.09 m bay width 1.91 6.9 50 2608.159 W
for 1.57 m bay length, 1.57 m bay width 2.22 8.7 50 2608.157 W
for 2.00 m bay length, 2.00 m bay width 2.83 11.3 50 2608.200 W
for 2.07 m bay length, 0.73 m bay width 2.19 9.0 50 2608.208 W
for 2.07 m bay length, 1.09 m bay width 2.34 8.4 50 2608.209 W
for 2.07 m bay length, 2.07 m bay width 2.93 11.5 50 2608.207 W
for 2.57 m bay length, 0.73 m bay width 2.67 10.8 50 2608.258 W
for 2.57 m bay length, 1.09 m bay width 2.79 9.7 50 2608.259 W
for 2.57 m bay length, 1.57 m bay width 3.01 11.7 50 2608.256 W
for 2.57 m bay length, 2.07 m bay width 3.30 12.8 50 2608.255 W
for 2.57 m bay length, 2.57 m bay width 3.64 14.0 50 2608.257 W
for 3.07 m bay length, 0.73 m bay width 3.16 12.3 50 2608.308 P
for 3.07 m bay length, 1.09 m bay width 3.26 11.0 50 2608.309 P
for 3.07 m bay length, 3.07 m bay width 4.34 15.8 50 2608.307 W

18
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

2 Diagonal brace, steel H

LAY ER

0.73 m bay length 2.12 6.8 50 2683.073

1.04 m bay length IG
H T W EIGH 2.23 7.6 50 2683.104 W

T
1.09 m bay length 2.25 7.0 50 2683.109

bay height
1.29 m bay length 2.35 7.8 50 2683.129 P

2.00 m
1.40 m bay length 2.40 7.5 50 2683.140 W
1.57 m bay length 2.49 7.7 50 2683.157
2.07 m bay length 2.81 8.9 50 2683.207
2.57 m bay length 3.18 9.5 50 2683.257
3.07 m bay length 3.58 10.5 50 2683.307
4.14 m bay length 4.51 14.0 50 2683.414 P
0.73 m bay length 1.65 5.4 50 2682.073 W
1.04 m bay length 1.79 6.5 50 2682.104 W
1.09 m bay length 1.81 5.8 50 2682.109 W

bay height
1.50 m
1.40 m bay length 1.99 6.8 50 2682.140 W
1.57 m bay length 2.11 7.3 50 2682.157 W
2.07 m bay length 2.48 8.2 50 2682.207 W
2.57 m bay length 2.89 9.5 50 2682.257 W
3.07 m bay length 3.32 10.5 50 2682.307 W
0.73 m bay length 1.20 4.2 50 2681.073 W
1.04 m bay length 1.39 5.2 50 2681.104 W
1.09 m bay length 1.41 4.8 50 2681.109 W
bay height

1.29 m bay length 1.55 5.3 50 2681.129 P

1.00 m

1.40 m bay length 1.64 5.8 50 2681.140 W

1.57 m bay length 1.79 6.3 50 2681.157 W
2.07 m bay length 2.20 7.4 50 2681.207 W
2.57 m bay length 2.66 8.8 50 2681.257 W
3.07 m bay length 3.13 9.9 50 2681.307 W
1.04 m bay length 1.08 4.3 50 2680.104 P
1.09 m bay length 1.10 4.0 50 2680.109 W
bay height

1.40 m bay length 1.38 5.1 50 2680.140 W

0.50 m

1.57 m bay length 1.55 5.7 50 2680.157 W

2.07 m bay length 2.03 7.2 50 2680.207 W
2.57 m bay length 2.51 8.4 50 2680.257 W
3.07 m bay length 3.00 9.6 50 2680.307 P
Diagonal brace, aluminium
0.73 m bay length 2.12 3.9 50 3204.073 W
1.09 m bay length 2.25 4.1 50 3204.109 W
bay height
2.00 m

1.40 m bay length 2.40 4.2 50 3204.140 W

1.57 m bay length 2.49 4.3 50 3204.157 W
2.07 m bay length 2.81 4.7 50 3204.207 W
2.57 m bay length 3.18 4.9 50 3204.257 W
3.07 m bay length 3.58 5.3 50 3204.307 W
Diagonal brace metric LW, steel H
LAY ER
bay height

1.00 m bay length 2.22 7.3 50 2683.100 W

2.00 m

W
IG
2.00 m bay length H T W EIGH 2.76 8.8 50 2683.200
L

2.50 m bay length 3.12 10.0 50 2683.250 P

3.00 m bay length 3.52 11.2 50 2683.300 P
1.00 m bay length 1.77 5.8 50 2682.100 W
bay height
1.50 m

2.00 m bay length 2.42 7.5 50 2682.200 W

2.50 m bay length 2.83 9.4 50 2682.250 P
3.00 m bay length 3.26 10.3 50 2682.300 P
1.00 m bay length 1.03 4.7 50 2681.100 W
bay height
1.00 m

2.00 m bay length 2.14 7.6 50 2681.200 W

2.50 m bay length 2.59 8.6 50 2681.250 P
3.00 m bay length 3.06 9.7 50 2681.300 P
1.00 m bay length 1.03 3.8 50 2680.100 W
bay height
0.50 m

2.00 m bay length 1.96 7.1 50 2680.200 W

2.50 m bay length 2.44 8.2 50 2680.250 P
3.00 m bay length 2.93 9.4 50 2680.300 P
WS = wrench size PU = packaging unit W = available ex works P = delivery time on request V = only available in this packaging unit Z = the approval process is not yet completed
IND = Layher Individual possible – see page 7
19
Scaffolding decks, U-suspension

Our scaffolding decks comply with the requirements of

DIN EN 12811.

U-suspension
2
In the Layher system, depending on the type of
application and scaffolding group but also in accordance
3
with your working requirements and priorities, choose
from decks made of hot-dip galvanized steel, aluminium,
or an aluminium frame with plywood or plastic board.
The load-bearing capacity of the overall system must be
observed. The claws of the Layher scaffolding decks slide
easily during assembly into the U- / O-sections of the
transverse ledgers, ensuring unbeatable speed of
assembly. Decks with round ledger supports are
especially suitable for abrasive-blasting work in order
4
to avoid blasting residue deposits.

The U-Xtra-N deck 4 is identical in construction with

the robust deck, but is equipped with a glass-fibre-
reinforced plastic plate. It is very weather-resistant: No
rotting, no fungus growth, no split-open rivet holes. The
breaking load of the plastic plate is about 3 times that of 5
dry plywood. The surface has a proven anti-slip structure,
which is very easy to clean. Plaster and dirt can be easily
removed by using a high-pressure cleaner or a scraper.

Thanks to recesses in the webs, the optimized steel

deck T4 1 offers not only savings on weight but also
additional possibilities for use in conjunction with 6
33.7 mm steel tubes 2.

Thanks to optimization of the cap of the steel deck T4,

8
precision-fit decking above the rosette is possible.

9
The stalu deck 5-7, is an extremely lightweight and
durable aluminium deck with a sturdy, riveted steel cap.

20
Pos. Description Use up to load class Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-steel deck T4, 0.32 m wide IND 6 0.73 x 0.32 6.0 60 3812.073
steel, hot-dip galvanized 6 1.09 x 0.32 8.4 60 3812.109
perforated, non-slip working surface 6 1.29 x 0.32 9.8 60 3802.129 W
6 1.40 x 0.32 10.6 60 3802.140 W
6 1.57 x 0.32 11.9 60 3812.157
6 2.07 x 0.32 15.0 60 3812.207
5 2.57 x 0.32 18.2 60 3812.257
4 3.07 x 0.32 21.5 60 3812.307
3 4.14 x 0.32 29.8 60 3812.414
2 Steel tube, dia. 33.7 mm, hot-dip galvanized 1.50 3.0 100 4603.150 W
Fits through the edge holes of Ref. No. 3812 and 3862
3 U-steel deck, 0.19 m wide IND 6 0.73 x 0.19 5.1 50 3801.073 W
constructed as Ref. No. 3812 6 1.09 x 0.19 6.4 50 3801.109 W
as console equalizing deck, 6 1.29 x 0.19 7.4 50 3801.129 W
e.g. for birdcage scaffolding 6 1.40 x 0.19 8.0 50 3801.140 W
6 1.57 x 0.19 8.5 50 3801.157
6 2.07 x 0.19 10.2 50 3801.207
5 2.57 x 0.19 13.2 50 3801.257
4 3.07 x 0.19 15.3 50 3801.307
4 U-Xtra-N deck, 0.61 m wide IND 3 0.73 x 0.61 7.0 60 3866.073
aluminium stile section, 3 1.09 x 0.61 9.5 60 3866.109
glass-fibre-reinforced plastic plate 3 1.57 x 0.61 13.0 40 3866.157
extremley durable. lightweight, 3 2.07 x 0.61 16.2 40 3866.207
non-slip working surface 3 2.57 x 0.61 19.0 40 3866.257
3 3.07 x 0.61 23.5 40 3866.307
5 U-stalu deck T9, 0.61 m wide IND 6 0.73 x 0.61 6.6 40 3867.073 W
extremely lightweight aluminium deck with sturdy, 6 1.09 x 0.61 8.8 40 3867.109 W
riveted steel caps, stacking height only 54 mm 6 1.57 x 0.61 11.7 40 3867.157
6 2.07 x 0.61 14.8 40 3867.207
5 2.57 x 0.61 17.9 40 3867.257
4 3.07 x 0.61 21.0 40 3867.307
6 U-stalu deck T9, 0.32 m wide, IND 6 1.57 x 0.32 7.4 30 3856.157 W
constructed as Ref. No. 3867 6 2.07 x 0.32 9.2 30 3856.207 W
as console or equalizing deck, 5 2.57 x 0.32 11.0 30 3856.257 W
e.g. with birdcage scaffolding 4 3.07 x 0.32 13.3 30 3856.307 W

7 U-stalu deck T9, 0.19 m wide, 6 1.57 x 0.19 5.6 50 3857.157 W

constructed as Ref. No. 3867 6 2.07 x 0.19 7.2 50 3857.207
as console or equalizing deck, 5 2.57 x 0.19 8.7 50 3857.257
e.g. with birdcage scaffolding 4 3.07 x 0.19 10.2 50 3857.307
8 U-aluminium deck, perforated, 0.32 m wide, 6 0.73 x 0.32 3.1 60 3803.073 W
deck and caps of aluminium with robust steel claws 6 1.09 x 0.32 4.4 60 3803.109 W
perforated, non-slip working surface 6 1.57 x 0.32 6.5 60 3803.157 W
5 2.07 x 0.32 8.0 60 3803.207 W
4 2.57 x 0.32 10.0 60 3803.257 W
3 3.07 x 0.32 11.5 60 3803.307 W
9 U-robust deck, 0.61 m wide, IND 3 0.73 x 0.61 7.2 60 3835.073 W
aluminium stile section, 3 1.09 x 0.61 9.7 60 3835.109 W
plywood panel BFU 100 phenolic resin 3 1.57 x 0.61 13.1 40 3835.157
coating and rot protection; 3 2.07 x 0.61 16.4 40 3835.207
lightweight, non-slip, easily stackable 3 2.57 x 0.61 19.3 40 3835.257
3 3.07 x 0.61 24.2 40 3835.307
10 U-robust deck, 0.32 m wide, IND 6 1.57 x 0.32 9.9 30 3836.157 W
constructed as Ref. No. 3835 5 2.07 x 0.32 11.5 30 3836.207 W
as console or equalizing deck, 4 2.57 x 0.32 14.7 30 3836.257 W
e.g. for birdcage scaffolding 3 3.07 x 0.32 16.0 30 3836.307 W

Internal accesses can be built into the scaffolding with

the access decks. These decks conform to the
requirements of DIN EN 12811 and are available with a
separate or an integrated access ladder for internal 1 2
access.

In the case of circular scaffolding, the corners are 4 3

covered with the U-corner deck, adjustable, with toe
board 6a. System-conforming covers are thus no longer
a problem. You obtain a continuous walk surface with
integrated toe board.

5 6a 6c
Installation situation 45° 6a Installation situation 90° 6a

Installation situation 90° 6c

The access ladder 7, 7-rungs is a flexible aid to climbing 8 7

inside the scaffolding to a storey height of 2 m.

Einbausituation 9 9 10

22
Pos. Description Use up to load class Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-Xtra-N hatch-type access deck 0.61 m wide, IND 3 2.57 x 0.61 25.4 40 3869.257
with integrated access ladder, 3 3.07 x 0.61 29.5 40 3869.307
deck surface of glass-fibre-reinforced plastic,
aluminium access hatch

2 U-aluminium access deck, 0.61 m wide, IND 3 2.57 x 0.61 24.0 40 3852.257
with integrated access ladder 3 3.07 x 0.61 28.0 40 3852.307
lightweight access deck with aluminium deck surface
and aluminium access hatch

3 U-robust access deck, 0.61 m wide, IND 3 2.57 x 0.61 24.0 40 3838.257
with integrated access ladder 3 3.07 x 0.61 27.4 40 3838.307

4 U-aluminium access deck, 0.61 m wide IND 3 1.57 x 0.61 15.1 40 3851.157 W
lightweight access deck with aluminium deck surface 3 2.07 x 0.61 17.0 40 3851.207
and aluminium access hatch 3 2.57 x 0.61 20.0 40 3851.257
3 3.07 x 0.61 24.5 40 3851.307

5 U-access deck, steel, 0.64 m wide 4 2.07 x 0.64 28.9 30 3813.207 W

aluminium access hatch 4 2.57 x 0.64 38.0 30 3813.257 W

6a Corner deck, adjustable, 3 0.61 21.5 50 3819.000 W

for angles from 45° – 90°, with toe board, steel

6b U-corner deck for circular scaffolding 30°, steel 0.73 8.2 3868.000 W B

6c U-corner deck, steel

for 0.36 m wide scaffolding 3 0.36 x 0.36 6.4 50 2630.037 w
for 0.73 m wide scaffolding 3 0.73 x 0.73 20.8 24 2630.070 W
7 Access ladder, 7 rungs T15, steel 2.15 x 0.35 7.6 70 4008.007
for access deck
Ref. No. 3813, Ref. No. 3851, and Ref. No. 3858

8 U-robust access deck, 0.61 m wide, hatch offset IND 3 1.57 x 0.61 14.2 40 3858.157 W
without ladder. For use with 4008.007 3 2.07 x 0.61 17.2 40 3858.207 W

9 U-robust access deck, 0.61 m wide, hatch offset, IND 3 2.57 x 0.61 25.2 40 3859.257 W
with integrated access ladder 3 3.07 x 0.61 28.4 40 3859.307 W

10 U-access deck, aluminium, 0.61 m wide IND 3 1.00 x 0.61 10.0 3851.100 P

O-suspension

Individual stamping
The Layher steel decks can be provided with individual
lettering. Conspicuously visible on the side section, they
give the Layher steel deck that certain something. 5

6 7

Similar to the steel decks, also the Stalu, Xtra-N and

robust decks can be individualized. The stamping is
particularly high-quality. The needle stamping process
provides fine and very precise lettering.
8

24
Pos. Description Use up to load class Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 O-steel deck T9, 0.32 m wide IND 6 0.73 x 0.32 7.0 30 3862.073 W
steel, hot-dip galvanized; with integrated 6 1.09 x 0.32 9.4 30 3862.109 W
swivelling lift-off and tilt preventer perforated, 6 1.29 x 0.32 10.1 30 3862.129 W
non-slip working surface 6 1.40 x 0.32 10.8 30 3862.140 W
6 1.57 x 0.32 12.5 30 3862.157 W
6 2.07 x 0.32 16.0 30 3862.207 W
5 2.57 x 0.32 18.9 30 3862.257 W
4 3.07 x 0.32 22.5 30 3862.307 W
2 Steel tube, dia. 33.7 mm, hot-dip galvanized, 1.50 3.0 100 4603.150 W
fits through the edge holes of
Ref. No. 3812 and 3862
3 O-steel deck T9, 0.19 m wide IND 6 0.73 x 0.19 5.0 50 3863.073 W
steel, hot-dip galvanized; with integrated 6 1.09 x 0.19 7.0 50 3863.109 W
swivelling lift-off and tilt preventer perforated, 6 1.40 x 0.19 9.0 50 3863.140 W
non-slip working surface 6 1.57 x 0.19 10.0 50 3863.157 W
6 2.07 x 0.19 12.7 50 3863.207 W
5 2.57 x 0.19 13.0 50 3863.257 W
4 3.07 x 0.19 18.2 50 3863.307 W
4 O-robust deck T9, Z 0.61 m wide IND 3 0.73 x 0.61 8.7 60 3870.073 P
aluminium stile section, plywood panel BFU 100G 3 1.09 x 0.61 11.2 60 3870.109 P
phenolic resin coating and rot protection; 3 1.57 x 0.61 14.6 40 3870.157 P
lightweight, non-slip, easily stackable 3 2.07 x 0.61 17.9 40 3870.207 W
3 2.57 x 0.61 21.9 40 3870.257 W
3 3.07 x 0.61 26.5 40 3870.307 P
5 O-robust access deck T9, Z 0.61 m wide, IND 3 2.57 x 0.61 25.9 40 3872.257 W
with integrated access ladder 3 3.07 x 0.61 29.7 40 3872.307 W

6 U-corner deck, steel 3 0.34 x 0.34 6.9 50 2630.040 w

for 0.36 m wide scaffolding

7 Access ladder, 7 rungs T15, steel 2.15 x 0.35 7.8 70 4008.007

for access deck Ref. No. 3871
8 O-access deck T9, Z aluminium IND 3 1.57 x 0.61 14.9 40 3871.157 W
0.61 m wide 3 2.07 x 0.61 17.9 40 3871.207 W
easy access with aluminium deck surface
and aluminium access hatch

9 O-access deck, Z aluminium, 0,61 m wide IND 3 2.57 x 0.61 26.5 40 3874.257 W
with integrated access ladder

10 O-access deck, aluminium, 0.61 m wide IND 3 1.00 x 0.61 10.0 3871.100 P

The steel plank 1 / 2 is a safe bridging element capable

of bearing high loads for all scaffolding systems.
It is preferred to wooden planks for use in areas with
stringent fire protection requirements. 1

2 Long service life, reusable

2 Lower weight compared with wooden planks
2 Non-slip and non-inflammable
2 If at least 2 steel planks are adjacent to one another,
they may also be used in brick guards.

The support length must be at least 10 cm at every support.

2
Scaffolding planks can be
i found in the catalogue for
System-free Accessories.

Secure the planks with locking pins or

1 securing screw 4a for each end.

4a / b

Gap covers

The steel gap sheet 5 can be used between two

scaffolding decks on SpeedyScaf and Allround
Scaffolding. For use on gap widths up to 20 cm.

255

40
6

For closing of system caused gaps the telescopic

gap deck 6 can be used.
Even with mounted ledgers, it is possible to create a
closed decking over the rosette.

MORE INFORMATION
i
Further information about the telescopic gap
deck can be found in the product video:
yt-spaltboden-en.layher.com

26
Pos. Description Use up to load class Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Steel plank, 0.30 m 6 1.00 x 0.30 6.5 60 3880.100 W

system-free, 6 1.5 0x 0.30 10.3 60 3880.150 W
completely made of hot-dip galvanized steel 5 2.00 x 0.30 12.8 60 3880.200 W
3 2.50 x 0.30 15.3 60 3880.250 W

2 Steel plank, 0.20 m 6 1.00 x 0.20 4.8 100 3878.100 W

system-free, 6 1.50 x 0.20 7.2 100 3878.150 W
completely made of hot-dip galvanized steel 5 2.00 x 0.20 9.5 100 3878.200 W
3 2.50 x 0.20 11.8 100 3878.250 W

3 Locking pin for steel plank, dia. 11 mm 0.08 0.1 100 V 3800.006
not for multiple use

4a Securing screw, long (red), steel, galvanized 19 WS 0.08 x 0.03 4.0 50 V 3800.009 W
For securing of steel planks on steel decks
22 WS 0.08 x 0.03 3.9 50 V 3800.010 W

4b Securing screw, short (blue), steel, galvanized 19 WS 0.04 x 0.02 2.3 50 V 3800.011 W
For securing of steel gap sheet on steel decks
22 WS 0.04 x 0.02 2.3 50 V 3800.012 W

5 Steel gap sheet, 0.32 m

Use up to load vlass 6 with maximium gap widths of 20 cm
for 0.73 m bay length 6 2.6 150 3881.000 W
for 1.09 m bay length 6 3.8 150 3881.001 W
for 1.57 m bay length 6 4.2 100 3881.002 W
for 2.07 m bay length 6 6.3 100 3881.003 W
for 2.57 m bay length 6 8.5 100 3881.004 W
for 3.07 m bay length 6 12.0 100 3881.005 W

6 Telescopic U-gap deck 6 0.73 5.2 40 3881.073 W

for closing gaps from 40 to 255 mm, 6 1.09 7.8 40 3881.109 W
continously adjustable 6 1.40 10.1 40 3881.140 W
6 1.57 11.4 40 3881.157 W
6 2.07 14.9 40 3881.207 W
5 2.57 18.6 40 3881.257 W
4 3.07 22.3 40 3881.307 W

The O-board bearer 1 is used to provide trip-proof

decking surfaces with boards. For use of scaffolding
boards see DIN 4420. Accesses with O-decks can also be
provided. 1

2
The lift-off prevention of the
planks is provided by customer.

6
The U-ledger 0.73 m, 15° – 44°, 19 WS 2 permits low
angles in large circular scaffolding structures.

The three-part side protection in the scaffolding bay

and at the ends of the scaffolding is completed with toe
boards. The fitting is positioned between vertical
standard and wedge. 7

Individual toe boards

The toe boards can be individually designed in printing
and painting.

Advantages:
The O- / U-steel toe board 7 / 8 reduces the fire risk. The 2 Reduction of fire risk 2 Easy stacking of the toe boards
offset fittings permit a gap-free transition from the deck 2 High stiffness and sturdiness 2 No gap between toe board and deck
to the toe board. It features high stiffness and is easy to
stack. 9

The O- / U-toe board, aluminium 9 / 10 is the light-

weight alternative and can also be used in the case of
special fire protection requirements.

Assembly of the Assembly of the

wooden toe board steel toe board

28
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 O-board bearer 0.73 3.5 50 2615.073 W

steel 1.09 4.6 50 2615.109 W
1.40 6.7 50 2615.140 W
1.57 7.4 50 2615.157 W
2.07 10.3 50 2615.207 W
2.57 12.5 50 2615.257 W
3.07 15.0 50 2615.307 W
2 U-board bearer, 0.73 m 0.73 3.6 2615.000 W
3 U-deck for equalisation bay 0.5 x 0.32 7.2 3868.032 p B
0.5 x 0.61 13.8 3868.061 W B
4 U-ledger, 0.73 m, 15° – 44°, 19 WS 0.73 3.6 50 2618.000 W
5 U-toe board, wood IND 0.73 x 0.15 1.5 140 2640.073
for decks with U-insertion. 1.09 x 0.15 2.5 140 2640.109
for longitudinal and end sides 1.40 x 0.15 3.5 140 2640.140
1.57 x 0.15 3.5 140 2640.157
2.07 x 0.15 4.6 140 2640.207
2.57 x 0.15 5.7 140 2640.257
3.07 x 0.15 7.1 140 2640.307
4.14 x 0.15 7.5 140 2640.414 P
6 O-toe board, wood IND 0.73 x 0.15 1.5 140 2642.073
for decks with O-insertion. 1.09 x 0.15 2.5 140 2642.109
for longitudinal and end sides 1.40 x 0.15 3.4 140 2642.140
1.57 x 0.15 3.5 140 2642.157
2.07 x 0.15 4.3 140 2642.207
2.57 x 0.15 5.7 140 2642.257
3.07 x 0.15 6.3 140 2642.307
7 U-steel toe board 0.73 x 0.15 1.8 280 2649.073 W
1.09 x 0.15 2.5 140 2649.109 W
1.40 x 0.15 3.1 140 2649.140 W
1.57 x 0.15 3.4 140 2649.157 W
2.07 x 0.15 4.4 140 2649.207 W
2.57 x 0.15 5.4 140 2649.257 W
3.07 x 0.15 6.3 140 2649.307 W
8 O-steel toe board 0.73 x 0.15 1.7 280 2648.073 W
1.09 x 0.15 2.4 140 2648.109 W
1.40 x 0.15 3.0 140 2648.140 W
1.57 x 0.15 3.3 140 2648.157 W
2.07 x 0.15 4.3 140 2648.207 W
2.57 x 0.15 5.3 140 2648.257 W
3.07 x 0.15 6.2 140 2648.307 W
9 U-toe board, aluminium 0.73 x 0.15 1.5 210 2651.073 W
for longitudinal and end sides, lightweight and durable 1.09 x 0.15 2.2 210 2651.109 W
1.40 x 0.15 2.9 210 2651.140 P
1.57 x 0.15 3.1 210 2651.157 W
2.07 x 0.15 3.7 210 2651.207 W
2.57 x 0.15 4.7 210 2651.257 W
3.07 x 0.15 5.7 210 2651.307 W

10 O-toe board, aluminium 0.73 x 0.15 1.5 210 2641.073 W

for longitudinal and end sides, lightweight and durable 1.09 x 0.15 2.2 210 2641.109 W
1.40 x 0.15 2.9 210 2641.140 W
1.57 x 0.15 3.1 210 2641.157 W
2.07 x 0.15 3.3 210 2641.207 W
2.57 x 0.15 4.1 210 2641.257 W
3.07 x 0.15 4.9 210 2641.307 W

11 Half-coupler with toe board pin 19 WS 1.0 25 4708.019

22 WS 1.0 25 4708.022

The wedge-head coupler 1 / 2

serves to connect 48.30 mm dia.
scaffolding tubes to the rosettes
of the standards. 1 2 3
154
The twin wedge coupler 3 is for
connecting several standards to
each other, e.g. for combining
standards in support scaffolding
construction.

4a / b 5a / b
Scaffolding couplers 4 / 5 connections, in steel,
drop-forged; as per DIN EN 74-1. Tightening torque of
collar nuts 50 Nm.

Further scaffolding couplers

i can be found in the catalogue
for System-free Accessories

For right-angled For connection at

connection of tubes with any angle of tubes with
dia. 48.3 mm dia. 48.3 mm

Spare Parts, accessories and anchoring

Scaffolding must be anchored vertically to and parallel

with the facade with resistance to both tensile and
compressive stress. The Allround wall tie 0.80 m 8
must be secured with a standard coupler to the standard 6 7
and supported with the fork plate on the U-section of the
transverse ledger.

10 11

By using the scaffolding lock, you

can secure your scaffolding against
unauthorized alteration or
dismantling. Use in topmost level
instead of locking pins.

30
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Wedge-head coupler, rigid 19 WS 1.0 25 2628.019

22 WS 1.1 25 2628.022
2 Wedge-head coupler, swivelling 19 WS 1.5 25 2629.019
22 WS 1.5 25 2629.022
3 Twin wedge coupler 1.2 25 2629.000
4a Double coupler 19 WS 1.3 25 4700.019
Class BB. EN 74-1 RA BB C3 M, quality-monitored, for use in class B
and BB on steel and aluminium tube 22 WS 1.3 25 4700.022

4b Rapid double coupler 19 WS 1.3 25 4777.019

Description as Pos. 4a
acc. to approval Z-8.331-947 22 WS 1.3 25 4777.022

5a Swivel coupler 19 WS 1.5 25 4702.019

Class B. EN 74-1 SW B C3 M,
quality-monitored, for use in class B on steel and aluminium tube 22 WS 1.5 25 4702.022

5b Rapid swivel coupler 19 WS 1.5 25 4778.019

Description as Pos. 5a
acc. to approval Z-8.331-947 22 WS 1.5 25 4778.022

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

6 Allround rosette cover with connected ledger 0.7 10 V 4007.007 W

Polyethylene, fixing with disposable tie

7 Allround rosette cover without connected ledger 0.9 10 V 4007.008 W

Polyethylene, fixing with disposable tie

8 Allround wall tie, 0.80 m 0.80 3.3 100 2639.080

9 Wall tie 0.38 1.6 250 1754.038

0.95 3.7 50 1754.095
1.45 5.7 50 1754.145
1.75 5.8 50 1754.175
10 Plastic wall insert, plastic 70 mm 0.3 25 V 4008.071
drilled hole dia. 14 mm 100 mm 0.3 25 V 4008.101
135 mm 0.3 25 V 4008.136
11 Ring screw, steel, galvanized, 95 mm 1.6 10 V 4009.096
dia. 12 mm, for expanding plug 120 mm 1.8 10 V 4009.121
190 mm 2.5 10 V 4009.191
230 mm 3.0 10 V 4009.231
300 mm 3.5 10 V 4009.301
350 mm 5.0 10 V 4009.351

12 Scaffolding lock
basic set, 20 locks, 2 keys and code card 2.2 10 v 4000.003 p
basic set, 20 locks, 2 keys and code card 4.2 20 V 4000.004 P
basic set, 50 locks, 4 keys and code card 10.5 50 V 4000.005 P
Expansion set with same locking as basic set, 20 locks 4.2 20 V 4000.006 P
Expansion set with same locking as basic set, 50 locks 10.5 50 V 4000.007 P

Widening of scaffolding can be easily performed by

fitting brackets in the rosette on the standard. System
decks in brackets must be secured against lifting off with
the lift-off preventer (page 17).
Original Allround Scaffolding from Layher is made up of more than just standards and
Widened scaffolding can also be constructed with ledgers: complete system technology with additional parts and accessories to suit the
O-ledgers or U-transverse ledgers, base collar and construction site provides for safety and assembly benefits at all sites.
diagonal braces in any projection depending on the System brackets are available for quickly widening scaffolding bays and for converting
working load. Structural strength verification is required projecting building parts and eaves.
here for each individual case.
1 2 3
The bracket, 1.09 m
wide 6 is used for
widening birdcage
scaffolding. Transverse
ledger at the height of
the lower bracket
connection is required.
Permissible load
capacity: 2.0 kN / m² 4 5
for bay widths 3.07 m.

6 7 8

U-bracket, with 2 hooks 7 / 8, suspended from the 9

ledgers, for projecting platforms.

The bracket brace 2.05 m 9

is used to support the
0.73 m bracket. 10 11 12

13 15

The O-bracket, 0.69 m wide, adjustable 13 is used

incrementally and facilitates optimum stand height and 14
wall distance.

U-lift-off-preventers can be used for all U-console brackets.

32
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-console bracket LW, 0.28 m wide 0.28 3.4 100 2632.019 W

for U-deck 0.19 m wide,
lift-off preventer provided by customer

2 U-console bracket LW, 0.39 m wide 0.39 3.9 100 2632.039

for U-deck 0.32 m wide
3 U-console bracket LW, 0.73 m wide 0.73 6.4 80 2632.073
for 2 U-decks 0.32 m or 1 U-deck 0.61 m wide
4 U-console bracket LW, 0.45 m wide, with 2 wedge-heads 0.45 3.1 2632.045 w
for U-decks, 0.32 m wide
5 U-console bracket LW, 0.73 m wide, with 2 wedge-heads 0.73 5.0 80 2632.074 W
for U-decks, 2 x 0.32 m wide or 1 x 0.61 m
6 U-console bracket LW, 1.09 m wide 1.09 12.0 30 2632.109 W
with U-section, for 3 U-decks 0.32 m wide
7 U-console bracket, with 2 hooks, 0.36 m wide 0.36 6.6 80 4005.036 W
for U-decks, 0.32 m wide
8 U-console bracket, with 2 hooks, 0.73 m wide 0.73 8.5 40 4005.073 W
for U-decks, 2 x 0.32 m or 1 x 0.61 m wide
9 Bracket brace, 2.05 m 2.05 8.8 50 2631.205 W

10 O-console bracket, 0.26 m wide, without spigot 0.26 2.3 250 2631.026 P
for O-deck 0.19 m wide
11 O-console bracket, 0.36 m wide, without spigot 0.36 3.4 100 2630.038 W
for O-deck 0.32 m wide

12 O-console bracket, 0.39 m wide 0.39 3.9 250 2631.039 W

for O-deck 0.32 m wide

13 O-console bracket, 0.69 m wide, adjustable 0.69 4.2 125 2630.069 W

pushed in: for accommodating 2 x 0.19 m O-steel decks T4
pulled out: for accommodating 3 x 0.19 m O-steel decks T4
14 O-console bracket, 0.73 m wide 0.73 6.8 80 2631.073 W
for 2 O-decks 0.32 m or 1 O-deck 0.61 m wide

15 O-console bracket, 1.09 m wide 1.09 12.0 30 2631.109 W

for 3 O-decks 0.32 m wide

U-ledgers with gap cover, 0.11 m wide

are available in a variety of lengths for
gap-free work surfaces between U-main
scaffolding decks and U-console bracket
Assembly situation: U-console bracket, decks (see pages 40 / 41).
0.73 m wide 3 (top) or alternatively U-ledger 0.73 m
in conjunction with bracket brace 2.05 m 9 (left).

The U-walkway beam 1 is designed for further

construction with 0.73 m or 1.09 m wide scaffolding.
Additional bracing is required for constructing pedestrian
passages. 1
1088
The heightened side protection specified for roofing work
732
is swiftly assembled in Allround Scaffolding: The side
protection nets are attached at the top, at scaffolding
deck height, to the O-ledger. Without a quick strap
fastener, the protection net is threaded with each loop of 500
its mesh into the O-ledgers. With quick strap fasteners,
the side protection net is attached to the O-ledgers at
every 750 mm. Toe board and handrail are required. 1572

Side protection net 10.00 x 2.00 m,

Specification: Mesh width 100 mm, blue, made of PPM
4.5 mm, knotless, as per DIN EN 1263-1.

Scaffolding tarpaulins and nets

To protect passers-by and traffic during spraying work
and other site work causing dirt, facade scaffolding is
covered with tarpaulins and nets. Layher scaffolding Scaffolding tarpaulin
tarpaulins and nets meet the requirements of
DIN 4420‑1. Compliance with design parameters
prevents objects falling from the scaffolding level.

Scaffolding tarpaulins and nets

i you’ll find in the catalogue
System-free Accessories.
Scaffolding net

Brick guard

Brick guard 2 / 3 2 3

The nets are attached at the bottom (at scaffolding deck
height) and at the top (2 m above the scaffolding deck)
to a tube.

Without a quick strap fastener 4, the protection net is

threaded with each loop of its mesh into the tubes. With
quick strap fasteners, the side protection net is attached
to the tubes at every 750 mm. Toe board and handrail
are required.

Side protection net 10.00 x 2.00 m, Specification:

Mesh width 100 mm, blue, made of PPM 4.5 mm,
knotless, as per DIN EN 1263-1.

34
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-walkway beam, 1.57 m wide 1.57 x 0.50 21.9 25 2665.157 P

Stahl bis Lastklasse 4
up to bay length 3.07 m and Lastklasse 4:
max. assembly height 14 m

U-walkway beam
2 Protection net 10.00 x 2.00 4.5 100 6232.000
without quick strap fastener

3 Protection net 10.00 x 2.00 5.9 50 6232.002

with quick strap fastener

4 Quick strap fastener 0.50 1.5 50 V 6235.001

Safe, fatigue-free
stairway ascent – also
with transportation of
materials – without 1 2
impairment of the working
surface. With the platform
stairway 1, it is simple to
construct a 4-standard
stairtower, either
integrated into the
scaffolding or as a
free-standing access
structure anchored on the
building. Both parallel and
opposite stairways are
possible here. There is no
hindrance to work on
scaffolding with this
version. Permissible load
capacity: 2.0 or 2.5 kN / m²

The comfort stairway 2

bases on the platform stairway. It is equipped with
175 mm wide, grooved steps. That leads to more
comfortable access – especially for high access heights. 4 3
The stronger stringer profile offers only small bending
guardrails, internal guardrails and stairwell guardrails
can be used from the platform stairway.

The internal
stairway guardrail 5
is required for
opposite stairways
and serves to
increase the stability
of single-flight at 1.00 m at 1.20 m
stairways. height height
5 6

The stairway guardrail post 7 with the O-ledger with

wedge-head and U-fork 8 is used for the stairwell at the
top level. Optionally the exit of the top stair level can be
assembled with console brackets. In that case, the
stairwell guardrail is not needed.

10 7

36
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Platform stairway, aluminium, stair class A acc. to EN 12811-1

U-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 2.57 m bay length; step height 0.20 m 2.57 x 0.64 21.9 10 1753.257
U-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 3.07 m bay length; step height 0.20 m 3.07 x 0.64 26.3 10 1753.307
U-version, 0.64 m wide, 2.5 kN / m², 1.50 m high, for 2.57 m bay length; step height 0.18 m 2.57 x 0.64 21.5 10 1753.251 W
U-version, 0.94 m wide, 2.0 kN / m², 2.00 m high, for 2.57 m bay length; step height 0.20 m 2.57 x 0.94 33.7 10 1753.258 W
U-version, 0.94 m wide, 2.0 kN / m², 2.00 m high, for 3.07 m bay length; step height 0.20 m 3.07 x 0.94 40.1 10 1753.308 W
U-version, 0.94 m wide, 2.0 kN / m², 1.50 m high, for 2.57 m bay length; step height 0.18 m 2.57 x 0.94 36.6 10 1753.252 W
O-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 2.57 m bay length; step height 0.20 m 2.57 x 0.64 23.2 10 2633.257 W
O-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 3.07 m bay length; step height 0.20 m 3.07 x 0.64 27.7 10 2633.307 W
O-version, 0.64 m breit, 2.5 kN / m², 1.50 m high, for 2.57 m bay length; step height 0.18 m 2.57 x 0.64 22.8 10 2633.258 W
2 Comfort stairway, aluminium, stair class B acc. to EN 12811-1
U-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 2.57 m bay length; step height 0.22 m 2.57 x 0.64 27.0 10 1755.257 W
U-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 3.07 m bay length; step height 0.22 m 3.07 x 0.64 32.0 10 1755.307 W
O-version, 0.64 m wide, 2.5 kN / m², 2.00 m high, for 2.57 m bay length, step height 0.22 m 2.57 x 0.64 29.2 10 2635.257 W
O-version, 0.94 m wide, 2.0 kN / m², 2.00 m high, for 2.57 m bay length, step height 0.22 m 2.57 x 0.94 39.1 10 2635.258 W
3 Starting stairway, aluminium, stair class A acc. to EN 12811-1
U-version, 0.64 m wide, 2.5 kN / m², 1.00 m high, step height 0.20 m 1.20 x 0.64 11.5 10 1753.003 W
U-version, 0.64 m wide, 2.5 kN / m², 1.20 m high, step height 0.20 m 1.60 x 0.64 13.5 10 1753.002 W
U-version, 0.94 m wide, 2.0 kN / m², 1.00 m high, step height 0.20 m 1.20 x 0.94 17.0 10 1753.001 W
O-version, 0.64 m wide, 2.5 kN / m², 1.00 m high, step height 0.20 m 1.20 x 0.64 13.8 10 2633.003 W
O-version, 0.64 m wide, 2.5 kN / m², 1.20 m high, step height 0.20 m 1.60 x 0.64 15.3 10 2633.002 W
4 Stairway guardrail, steel galvanized, for Pos. 1, 2, 3
2.00 m high, for 2.57 m bay length with U-fork 2.57 18.1 30 2638.257
2.00 m high, for 3.07 m bay length with U-fork 3.07 20.1 30 2638.307
2.00 m high, for 2.57 m bay length with swivelling wedge-head 2.57 18.0 70 2638.258 W
2.00 m high, for 3.07 m bay length with swivelling wedge-head 3.07 21.0 70 2638.308 W
1.50 m high, for 2.57 m bay length with U-fork 2.57 17.0 70 2638.251 W
1.50 m high, for 2.57 m bay length with swivelling wedge-head 2.57 16.7 70 2638.252 W
5 Internal stairway guardrail T12, steel galvanized, mandatory for opposite-direction stairways
2.00 m high 19 WS 2.25 13.5 20 1752.007
2.00 m high 22 WS 2.25 13.5 20 1752.008 W
1.50 m high 19 WS 2.00 11.5 20 1752.012 W
1.00 m high 19 WS 0.90 7.8 20 1752.011 W
6 Initial stairway guardrail 19 WS 0.90 x 1.70 9.9 20 1752.009 W

7 Stair guardrail post 19 WS 1.30 6.1 50 2638.400 W

is used for the stairwell at the top level

8 O-ledger with wedge-head and U-fork, is used for the stairwell at the top level
for 2.57 m bay length 1.90 7.8 50 2638.401 W
for 3.07 m bay length 2.15 9.7 50 2638.402 W

9 Stairway guardrail adaptor 0.7 25 2637.000

10 Stairwell guardrail 19 WS 6.2 40 1752.004

22 WS 6.2 40 1752.014 W

With the modular stairway, accesses that always fit and

that match the system can be constructed. Any
intermediate dimension can be achieved simply by fitting
together the individual stairway parts. The stairway rises 1
20 cm from step to step, and the bottom element with
spindles is used for precise levelling. A wide variety of
applications thanks to modular design. Little space
needed for transport and assembly.

Height differences from 0.60 m to 1.60 m can be bridged.

2
Load-bearing capacity: 3.0 kN / m².
Design: steel, hot-dip galvanized. Connection of
elements with bolt dia. 12 x 55 mm and safety clip
dia. 2.8 mm (2 per joint). (They are already included in
the scope of delivery).

3
Constructing outward-facing access bays requires simple
scaffolding ladders together with the swing door and
the guardrail standard, 1.70 m, bended.
4 5 8

Layher simple
ladders for
scaffolding conform
to DIN EN 131
individually or when
connected to each
other.
The stile connec-
tions must have
proper support and
be secured with
spring clips.

The regulations in DGUV 38 must be followed.

6 7

Stairtowers can be used in many areas outside

scaffolding construction, e.g. in public areas and as
escape stairtowers.

The U- / O-stairway stringer 200, 10-step 9 and the

landing-type stairway, aluminium (see page 36) are
not just a quick and comfortable means of upward
access which permits problem-free vertical transporta- 9
tion of materials and working on all scaffolding levels,
they also easily enable stairtowers of differing widths
and load capacities to be built for the purpose of rapidly
linking up various construction site levels.

U- / O-stairway stringer 200

Permissible loading for a 1.50
10 steps 0.20
stair flight width of 1.29 m
Riser s 20.0 cm
Tread a 24.1 cm 2.0 kN / m²
Undercut u 7.9 cm

2.57

Locks the deck, which bears in the

stringers against lift-off.

38
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-stair head section, 0.60 m 0.60 10.7 15 2637.060

U-stair head section, 0.95 m 0.95 11.7 50 2637.095 W
Spigot preassembled with bolts
and safety clips

2 Stair middle section, 0.60 m 0.60 9.2 15 2638.060

Stair middle section, 0.95 m 0.95 10.2 50 2638.095 W
Spigot preassembled with bolts
and safety clips

3 Stair foot section, 0.60 m 0.60 6.8 15 2639.060

Stair foot section, 0.95 m 0.95 7.8 50 2639.095 W

4 Pole ladder, aluminium 10 rungs 2.90 x 0.46 7.2 50 1004.010

14 rungs 4.00 x 0.46 10.0 50 1004.014
17 rungs 4.90 x 0.46 12.0 50 1004.017
20 rungs 5.70 x 0.46 14.1 50 1004.020

Pole ladder, steel 6 rungs 1.50 x 0.43 12.0 50 1002.006 W

8 rungs 2.00 x 0.43 15.0 50 1002.008 W
12 rungs 3.00 x 0.43 21.5 50 1002.012 W
16 rungs 4.00 x 0.43 28.0 50 1002.016 W

5 Spring clip, 11 mm pin 0.1 200 4106.000

for securing the joint connections of the extended simple
steel / aluminium scaffolding ladder Ref. No. 1002 / 1004

6 Swing door, 0.73 m, adjustable 0.73 8.8 40 2627.011 W

7 Swing door, 1.00 m, adjustable 1.00 10.5 40 2627.012 W

8 Guardrail standard, 1.70 m, bended 1.70 8.5 50 2606.170 W

9 U-stairway stringer 200, 10-step, 2.00 m storey height 2.00 x 2.57 28.4 20 2639.010 W
O-stairway stringer 200 LW, 10-step, 2.00 m storey height 2.00 x 2.57 28.4 20 2638.011 P

10 Lift-off prevention clamp 1.0 20 V 2634.031 W

In the 12-standard construction stairtower 200, the stairways

are made up of individual U- / O-stairway stringers 200,
10-step and steps made of standard decks. Thus the
weights / volumes of the individual parts are lower, the
proportions of standard material higher, and the additional
costs lower. In addition, different variants of stairway widths
are possible.

Separate stringers and standard decking ensure variable

widths for the stairway (1.09 m, 1.57 m, 2.07 m). This
keeps the weight and the volume of the components low
and permits a high proportion of standard Layher 1 2
Allround material to be used.
The 16-standard ground plan of the stairtowers 500 and
750 allows both temporary and stationary stairtower
structures of high loading capacity to be built.
The stairtower 500 is 0.20
0.20
used for preference in 1.50
non-public areas,
0.50
e.g. as access to the
construction site, as
non-public road 1.57 2.57
crossings during
construction work or as
additional escape 3 4 5
stairtower. In special
cases it also can be used
in public areas. 0.166 0.50

0.73

6 7
U- / O-stairway stringer 500
5 steps Permissible load with a
9 steps
(U-version) stair flight width of 2.07 m
Riser s 20.0 cm 20.0 cm
Tread a 27.5 cm 29.0 cm 0.166
5.0 kN / m² 0.166
Under-
4.5 cm 3.0 cm 1.00
cut u
0.50

The stairtower 750 with 1.57 2.57

child protected guardrail
is thanks to its riser
measures mainly used in 8 9 10
public areas and event
constructions as access
to stages and grand-
stands. Its features are
the high load-bearing
capacity and the reduced
stairway riser.
U-stairway stringer 750
Permissible load with a 11 12
8 steps 5 steps 2 steps
stair flight width of 2.07 m
Riser s 16.6 cm 16.7 cm 16.7 cm H
LAY ER

IG
H T W EIGH
L

Tread a 31.0 cm 29.0 cm 32.7 cm

7.5 kN / m²
The U-ledger with gap cover LW is needed at
Under- the start and end of a stairway to an intermediate
1.0 cm 3.0 cm -0.7 cm landing (in conjunction with U-steel decks).
cut u
13
A height adjustment outside the 2.00 m or 1.50 m
standard dimension is achieved with 5-step stairway
stringers (1.00 m high). Alternatively, the stairway
stringers 500 and 750 can also be combined in the
stairtower structure. 14
The stairtower structures must be verified for each single
structure as regards structural strength.

40
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-stairway stringer 500 LW, 5 steps (1.00 m storey height) 1.00 x 1.57 18.0 20 2639.004 W
2 U-stairway stringer 500 LW, 9 steps (2.00 m storey height) 2.00 x 2.57 34.0 20 2639.009 W
O-stairway stringer 500, 9 steps (2.00 m storey height) 2.00 x 2.57 36.0 20 2638.012 P
3 Guardrail for stairs 500 T12, 5 steps (1.00 m storey height) 1.00 x 1.57 24.8 25 2616.104 W
4 Guardrail for stairs 500 T12, 9 steps (2.00 m storey height) 2.00 x 2.57 35.8 25 2616.100 W
5 U-stairway stringer 750 LW, 2 steps (0.50 m storey height) 0.50 x 0.73 8.9 20 2639.002 W
O-stairway stringer 750 LW, 2 steps (0.50 m storey height) 0.50 x 0.73 10.8 2638.013 P
6 U-stairway stringer 750 LW, 5 steps (1.00 m storey height) 1.00 x 1.57 19.2 20 2639.005 W
O-stairway stringer 750 LW, 5 steps (1.00 m storey height) 1.00 x 1.57 19.9 20 2638.014 W
7 U-stairway stringer 750 LW, 8 steps (1.50 m storey height) 1.50 x 2.57 36.4 20 2639.008 W
O-stairway stringer 750 LW, 8 steps (1.50 m storey height) 1.50 x 2.57 37.2 20 2638.015 W
8 Guardrail for stairs 750 T12, 2 steps (0.50 m storey height) 0.50 x 0.73 14.8 25 2616.110 W
9 Guardrail for stairs 750 T12, 5 steps (1.00 m storey height) 1.00 x 1.57 24.3 25 2616.105 W
10 Guardrail for stairs 750 T12, 8 steps (1.50 m storey height) 1.50 x 2.57 34.6 25 2616.101 W
11 Guardrail T12 with child protection 0.45 10.4 25 2616.045 W
0.73 14.1 25 2616.073 W
1.09 17.8 25 2616.109 W
1.29 19.4 25 2616.129 W
1.40 20.6 25 2616.140 W
1.57 22.7 25 2616.157 W
2.07 27.7 25 2616.207 W
2.57 32.7 25 2616.257 W
12 U-ledger with gap cover LW, 0.11 m width H
LAY ER
0.73 5.2 250 2675.073 w
1.09 7.6 50 2675.109 w
IG
H T W EIGH 1.29 8.9 50 2675.129 w
L

1.40 9.7 50 2675.140 w

1.57 10.8 50 2675.157 w
2.07 14.2 50 2675.207 w
2.57 17.6 50 2675.257 w
13 U-gap cover with claws 1.09 5.0 50 3868.109 W
1.29 6.0 50 3868.129 W
1.40 6.5 3868.140 P
1.57 7.3 50 3868.157 W
2.07 9.7 50 3868.207 W
14 Guardrail fixing device 0.8 25 2636.000 W

Installation situation
for height adjustment
Installation situation of
with 5 steps
guardrail fixing device

Installation situation of
U-ledger with gap cover LW

Sure footing with Layher step covers. With their non-slip 1

surface using quartz sand, they ensure maximum safety
on Layher stair-ways in rain, snow and ice conditions.
The step covers are made from glass-fibre-reinforced 1
plastic. They are permanently resistant to weather
effects, easy to clean, electrically non-conductive and
flame-retardant. They can be fitted quickly and are
optimally matched to the Layher stairway range.

A dependable solution for safe footing in all weather

conditions.

3
4
2 1

4 a

5-7

42
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Step cover 1.57 x 0.33 3.2 4000.157 P

Necessary fixation material: each 3 pcs. (of PU 50 pcs.) Pos. 5 –7 2.07 x 0.33 4.2 4000.207 P

2 Riser 1.57 x 0.16 1.6 4001.157 P

Necessary fixation material: each 2 pcs. (of PU 50 pcs.) Pos. 5 –7 2.07 x 0.16 2.0 4001.207 P

3 Landing cover 1.57 x 1.57 15.3 4002.157 P

with nose for adjacent stair 2.07 x 2.07 26.6 4002.207 P
Necessary fixation material: each 21 pcs. (of PU 50 pcs.) Pos. 5 –7

4 Landing cover
a) flat, for use in intermediate bay 1.57 x 0.15 1.5 4003.015 P
Necessary fixation material: each 2 pcs. (of PU 50 pcs.) Pos. 5 –7 2.07 x 0.15 2.0 4003.016 P

b) flat, for use in intermediate bay 1.57 x 0.73 7.1 4003.073 P

Necessary fixation material: each 6 pcs. (of PU 50 pcs.) Pos. 5 –7 2.07 x 0.73 9.4 4003.074 P
c) flat, for use on platforms 1.57 x 1.57 15.3 4003.157 P
Necessary fixation material: each 18 pcs. (of PU 50 pcs.) Pos. 5 –7 2.07 x 2.07 26.6 4003.207 P

5 Countersunk bolt M8 x 30 0.6 50 V 6495.016 W

6 Securing nut M8 0.2 50 V 6494.513 W
7 Spring washer A 8.4 x 18 mm 0.3 50 V 6495.017 W

Modular stairway at scaffolding

1 - 3

0.166

0.90

0.62

Modular stairway at Event stage

O-ledger 0.90 m
see page 14

0.30

Lattice beams
The U-lattice beam, steel 5 and the U-lattice beam,
aluminium 5, with 4 wedge-heads for locating on
standards are used to construct birdcage scaffolding or
in conjunction with the spigot for U-lattice beam 9, for 5
further construction in the scaffolding standard
dimension or for bridging.

O-lattice beam, with 4 wedge-heads 6, steel, is used U-lattice beam deck configuration
for further construction in the scaffolding standard 2.07 m 6 x 0.32 m
dimension. The top and bottom cylindrical tube chords
are secured to the standard with the wedge-heads. 2.57 m 7 x 0.32 m and 1 x 0.19 m
3.07 m 9 x 0.32 m
U-ledger for lattice beam 8 for accommodating 4.14 m 12 x 0.32 m and 1 x 0.19 m
scaffolding decks for bridging with Allround lattice
beams. 5.14 m 15 x 0.32 m and 1 x 0.19 m
6.14 m 18 x 0.32 m and 1 x 0.19 m
Applicable to lattice beams: when lattice beams are
6
used, the stability of the scaffolding must be verified in
each case. Loading tables available on request. The Dimensions
scaffolding deck must be secured against lifting off in
each case with U-lift-off preventer.
500

The lattice beam connection 0.50 m, with 2 wedge-

heads 7 permits a connection between non-system
aluminium or steel lattice beams 450 and Allround 7 8 9a / b 10
130
standards.
0.73 m

400
1.09 m

44
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Stringer for modular stairway 1-step 2.4 50 5407.001 W

2-step 5.5 50 5407.002 W
3-step 8.0 20 5407.003 W

2 Base collar 0.26 m, for modular stairway 2.0 450 5407.021 W

with spigot

3 Guardrail for modular stairway 1-step 6.5 40 5407.011 W

2-step 14.0 25 5407.012 W
3-step 16.0 25 5407.013 W

4 Lift-off preventer with bolt 0.29 0.4 300 5407.030 W

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

5 U-lattice beams LW, with 4 wedge-heads, steel 2.07 x 0.50 21.4 40 2673.207 W
2.57 x 0.50 24.9 40 2673.257 W
3.07 x 0.50 31.9 40 2673.307 W
4.14 x 0.50 40.0 40 2673.414 W
5.14 x 0.50 51.2 40 2673.514 W
6.14 x 0.50 60.5 40 2673.614 W
U-lattice beam, with 4 wedge-heads, aluminium 1.57 x 0.50 8.6 40 3206.157 P
2.07 x 0.50 12.3 40 3206.207 P
2.57 x 0.50 15.2 40 3206.257 P
3.07 x 0.50 17.0 40 3206.307 P
4.14 x 0.50 24.6 40 3206.414 P
5.14 x 0.50 30.2 40 3206.514 P
6 O-lattice beam LW, with 4 wedge-heads, steel 2.07 x 0.50 22.2 40 2674.207 W
2.57 x 0.50 25.5 40 2674.257 W
3.07 x 0.50 30.9 40 2674.307 P
4.14 x 0.50 40.2 40 2674.414 W
5.14 x 0.50 51.2 40 2674.514 W
6.14 x 0.50 59.2 40 2674.614 W
7.71 x 0.50 71.0 40 2674.771 W
7 Lattice beam connection, 0.50 m, 0.58 8.3 100 4920.050 W
with 2 wedge-heads for system-free lattice beams
8 U-ledger for lattice beam 0.73 m 0.73 3.1 42 4923.073
only in conjunction with Ref. No. 2656.000 1.09 m 1.09 4.3 42 4923.109 W
9a Spigot for U-lattice beam 2.1 2656.001
incl. 2 bolts. also for U-bridging ledger
9b Spigot for U-lattice beam, reinforced, for lattice beam 2.1 2656.002
incl. 2 bolts
10 Spigot for O-lattice beam, 19 WS 1.8 250 4706.019
with half-coupler for lattice beam and ledger 22 WS 1.8 250 4706.022 W
WS = wrench size PU = packaging unit W = available ex works P = delivery time on request V = only available in this packaging unit Z = the approval process is not yet completed
IND = Layher Individual possible – see page 7
45
FW System

To provide wide-span bridging too, or to support heavier 1

loads, the Layher range now includes the Allround FW
System (FW). This additional Allround component is a
modular-designed lattice beam of high load-bearing 1
capacity that can be completely integrated into the
Allround construction kit thanks to the standardised
system dimensions. For lattice structures, only three
essential supplementary components are needed, and
they can be rapidly connected using pins: an Allround
FW post 2, a sturdy Allround FW chord 1 as the top
and bottom chord, and a length-adjustable Allround FW
diagonal rod consisting of 3 / 4 / 6 / 9. A contribution to
the high load-bearing capacity of the new product is
made on the one hand by the use of efficient steel
grades and the design height of the Allround FW
System, and on the other hand by its installation in the
Allround system standard dimension. This ensures a 2a 2b 3
structurally advantageous and central force transmission
– an offset is prevented.

A further special feature is the stepless adjustment of

the diagonal rods using a turnbuckle – for example to
build slightly higher structures. This compensates for
unwelcome sagging. A crossed diagonal configuration is
also possible for transmitting both positive and negative
lateral forces. 4

The modular design of the Allround FW System not only

permits flexible heights, widths and lengths for optimum
adjustment to load and geometry requirements, but also
ensures economical transport and assembly. This is
thanks to bolt-free connection technologies and the low
weight of the handy individual components, which is
19 kilograms maximum. If no crane is available at the
site, the Allround FW System can be assembled
manually without any problem – also in cantilevered
construction from a secured level.

5a 5b 6

1 7 / 8
2 9
3 4

1 2
7 / 8

46
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 FW chord 1.57 10.5 20 2646.157 W B

2.07 13.9 20 2646.207 W B
2.57 17.4 20 2646.257 W B

2a FW post 1.00 8.8 28 2646.100 W B

1.50 11.6 28 2646.150 W B
2.00 16.2 28 2646.200 W B

2b FM post, extended 2.50 19.0 28 2646.250 w B

for accessible bridgings

3 FM endfitting with turnbuckle 3.8 100 2646.202 W B

4 FM endfitting 1.0 100 2646.203 W B

5a FM post, single-side-connection 1.00 6.4 28 2646.105 W B

for connection to the Allround Scaffolding in longitudinal direction
1.50 9.2 28 2646.155 W B
2.00 13.8 28 2646.205 W B
5b FM post, single-side connection, extended 2.50 16.6 28 2646.255 w B

6 FM diagonal rod
for 2.57 x 2.00 m bay 2.37 3.3 20 2646.210 W B

for 2.07 x 2.00 m bay 1.96 2.8 20 2646.211 W B

for 2.57 x 1.50 m bay 2.07 2.9 20 2646.213 W B

for 2.07 x 1.50 m bay and 1.57 x 2.00 m bay 1.63 2.4 20 2646.214 W B

for 1.57 x 1.50 m bay 1.23 1.9 20 2646.215 W B

for 2.07 x 1.00 m bay 1.40 2.1 20 2646.216 W B

for 1.57 x 1.00 m bay 0.96 1.4 20 2646.217 W B

7 Bolt, D = 20 mm 1.6 10 V 2646.220 W B

8 Securing pin D = 4 mm 1.5 50 V 5905.001 W B

9 FM nut, D = 20 mm 1.5 10 V 2646.230 W B

as counter nut for distortion lock while spanning

The Allround bridging system is the ideal complement

to Layher Allround equipment. With just a few additional
components, the load-bearing capacity of the proven
Allround system can be increased enough to create, for 1 2
example, wide-span footbridges or support structures for
heavy loads.

The Allround bridging system is available in the familiar

Layher dimensions of 2.07 m and 2.57 m, with its unique
wedge-head connection making it fully compatible with
Layher Allround equipment. Simple bolt connections
enable the components of the bridging system to be
connected up, resulting in quick and easy assembly.

When used as a support beam for a scaffolding

3
structure, podium or roof structure, the Allround bridging
system is connected to the structure above it by using
Allround standards integrated into the top. Using the
wedge-heads welded onto the sides, even suspended
scaffolding structures can be connected, or several
bridging units can be connected next to one another for 2
5
a further increase in the load bearing capacity.

When a footbridge is built, the Allround bridging system

is connected to Allround standards using the wedge- 3
heads provided on the sides of the posts. Depending on 1
application, either Event decks or steel decks can be
used. The bridge can also be clad using Layher Protect
cassettes and roofed. The bridge is mounted on Layher 4
heavy-duty columns with specially designed support 2
elements. These support elements permit pre-assembly
on the ground and subsequent insertion by crane, which
is a major advantage when spanning bridges across
roads. 4 5 6

7 8 9

11 12 13

14 15 16

48
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Bridging system post 3.22 56.0 18 2671.000 W

2 Bridging system chord

for 2.07 m bay length 1.97 20.8 45 2671.010 W
for 2.57 m bay length 2.47 25.8 45 2671.020 W

3 Bridging system diagonal rod

for 2.07 m bay length 3.05 7.9 100 2671.030 W
for 2.57 m bay length 3.37 8.7 100 2671.040 W

4 Bridging system diagonal anchoring, 5.5 2671.050 W

without nut

5 Bridging system diagonal anchoring, 2.9 2671.060 W

with nut

6 Bolt 8.0 10 V 2671.071 W

30 mm dia.

Securing pin 1.5 50 V 5905.001 W

4 mm dia.

7 Bridging system support element 4.8 80 2671.080 W

8 Bridging system adapter for heavy-duty column 5.5 124 2671.090 W

9 Bridging system support for double standard 4.9 2671.140 W

10 Bridging system support beam

for bridge width 1.57 m 119.2 10 2671.095 W
for bridge width 2.07 m 145.8 10 2671.100 W
for bridge width 2.57 m 167.0 10 2671.105 W

11 Protect holder 1.0 2671.110 W

12 Clamping nut 4.0 10 V 2671.121 W

for diagonal rod, WS 36 x 70, galvanized

13 Locking nut 4.0 20 V 2671.131 W

for diagonal rod, WS 36 x 70, galvanized

14 Wedge-head coupler, triple 2.3 2671.150 W

15 Open ended wrench WS 36 0.5 2671.135 W

16 Hexagon head bolt M12 x 35, 5.0 50 V 2671.161 W

with nut

The great advantage of the STAR frame is its unrestric-

ted integration into the existing Allround module system.

That means: 1 2 3a 3c

2O
nly one system for both facade and
industrial scaffolding. H
LAY ER

2R
apid assembly and new possibilities IG
H T W EIGH

T
for using the Allround equipment.
3b
2U
se of the STAR frame in conjunction
with basic components of the Allround equipment.

H H H
LAY ER LAY ER LAY ER

IG IG IG
H T W EIGH H T W EIGH H T W EIGH

T
4 5 6a 6c

H
LAY ER

IG
H T W EIGH

T
6b

H H H
LAY ER LAY ER LAY ER

IG IG IG
H T W EIGH H T W EIGH H T W EIGH
L

T
7 8

Perfect compatibility
with the Allround system

9 10

13 12

14 16
Revolutionary, the new
guardrail attachment – rapid
assembly without tools and
increased safety thanks to 15
rapid recognition of the
closed state thanks to the
red bar.

Tube pallet 125

(see page 60)

50
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 U-STAR frame 2.00 x 0.73 18.0 22 2602.001 W

Standard frame 2.00 x 0.73 m
2 U-STAR frame LW Z H
LAY ER 2.00 x 1.09 23.6 13 2602.056 W
Standard frame 2.00 x 1.09 m
IG
H T W EIGH

T
3 U-STAR frame LW H
LAY ER

a) Ajustment frame 0.50 x 0.73 m 0.50 x 0.73 9.0 22 2602.050 P

b) Ajustment frame 1.00 x 0.73 m IG
H T W EIGH 1.00 x 0.73 12.4 22 2602.051 P

T
c) Ajustment frame 1.50 x 0.73 m 1.50 x 0.73 15.9 22 2602.052 P
4 O-STAR frame 2.00 x 0.73 16.5 22 2602.002 W
Standard frame 2.00 x 0.73 m
5 O-STAR frame LW Z H
LAY ER 2.00 x 1.09 21.8 13 2602.057 W
Standard frame 2.00 x 1.09 m
IG
H T W EIGH

T
6 O-STAR frame LW H
LAY ER

a) Ajustment frame 0.50 x 0.73 m 0.50 x 0.73 7.9 22 2602.053 P

b) Ajustment frame 1.00 x 0.73 m LIG
H T W EIGH 1.00 x 0.73 11.3 22 2602.054 P

T
c) Ajustment frame 1.50 x 0.73 m 1.50 x 0.73 14.8 22 2602.055 P
7 STAR guardrail 0.73 1.4 140 2602.005 W
lightweight guardrail made of 33.7 mm tube. 1.09 2.0 140 2602.006 W
Assembly without tools ensures rapid installation and removal. 1.40 2.6 140 2602.007 P
1.57 2.9 140 2602.008 W
2.07 3.7 140 2602.009 W
2.57 4.5 140 2602.010 W
3.07 5.5 140 2602.011 W
8 Roof guard support 7.2 20 2602.020 P
for STAR frame
9 STAR double end guardrail 0.73 m 0.73 4.3 80 2602.014 W
closure of the scaffolding at its end. This permits the use of internal 1.09 m 1.09 5.6 80 2602.018 W
guardrails up to the end.

10 STAR lift-off preventer 0.73 m 0.73 1.4 150 2602.015 W

The welded-on toe board pin requires 1.09 m 1.09 2.1 150 2602.017 W
the use of the lift-off preventer
before the toe boards as specified
can be installed at the working levels,
(only necessary for STAR U-frame)
11 STAR guardrail support 1.00 4.7 50 2602.013 W
top scaffolding closure of STAR type
12 STAR internal guardrail fixing device 0.3 160 2602.012 W
rapid tool-less assembly by swinging in the bar.
for the connection of internal guardrails
13 STAR guardrail adaptor 0.3 100 2602.016 W
for lateral guardrail connection of STAR and
Allround system

14 STAR pallet, without parts 1.20 x 0.91 42.3 10 5113.001 W

19 STAR frames (0.73 m wide) loading capacity with vertical storage and transport
in the STAR pallet
15 STAR transport safeguard 0.80 2.4 200 6309.001 W
prevents the STAR frames (0.73 m wide) from being pulled together
on the truck when being secured. This ensures safe transportation.
The top frame is secured with pins.

16 STAR O-ledger with half-coupler 19 WS 0.73 3.5 200 2607.074 P

end guardrail in prepositioned platform access bay

The shoring TG 60 ensures a fast, flexible and safe

assembly of shoring towers. The Allround shoring TG 60
is able to bear up to 6 tons per standard.
The structural analysis of the Allround shoring TG 60 1 4 6
complies to DIN EN 12812.

The heart of the TG 60 are the shoring frames TG 60 with

integrated rosettes. All frames are symmetrical parts, thus
the orientation of the diagonal braces can be varied.
The adaptation to the dimension of the formwork beams
can be easily made by using different Allround ledgers 2 5
and diagonal braces from 1.09 m to 3.07 m (see figure
“bay length adaptation”).

Thanks to the perfect compatibility to Allround

Scaffolding, the towers of the TG 60 can be adapted
flexibly to any building condition.
The shoring tower TG 60 can be assembled in horizontal
position on the ground. Then the tower will be placed by
crane. Otherwise it can be assembled in vertical position Castor
– optionally directly at the place of action or somewhere see page 60
else, with placing it with its quickly mounted castors.
3 7
The Allround shoring TG 60 has an integrated advanced
guardrail without any accessories for assembly in vertical
position. For the Allround shoring TG 60, only solid base
plates (see page 10) may be used.
L = 1.09 – 3.07 m

8
W = 1.09 m

Bay length adaptation with Allround serial ledgers from

1.09 m to 3.07 m.
10 13
MORE INFORMATION
i
Further information about the Allround Modular
Stairtower can be found in the product video:
yt-tg60-en.layher.com

Heavy-duty column

An extremely high load-bearing capacity is achieved by

combining four Allround standards. Specially developed
top and base pieces, and heavy-duty spindles fitted into
the latter, permit a multiplication of the individual load 1 3 2
capacities of each standard.

These individual elements can then be expanded, with

the aid of further Allround standard elements, into any
spatial structures required.
4
Load-bearing capacities as single support,
double support or tower, you can get upon request.
5 6

52
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Shoring frame TG 60 0.50 x 1.09 13.0 21 2602.036 W

spacer frame; with spigot at the bottom
steel, hot-dip galvanized
2 Shoring frame TG 60 1.00 x 1.09 17.7 21 2602.035 W
standard frame; with spigot at the bottom
steel, hot-dip galvanized
3 Shoring frame TG 60 0.71 x 1.09 15.9 21 2602.034 W
base frame, without spigot;
steel, hot-dip galvanized
4 Spindle support 0.8 25 2602.033 W
for placement by crane or by castors
steel, hot-dip galvanized

5 Castor adapter 6.4 50 2602.040 W

with 2 wedge-heads

6 Horing spigot 1.1 2602.032 P

for use of the initial frame as tower head,
spigot is secured with 2 hinged pins
7 Shoring frame pallet 1.20 x 1.10 53.7 10 5113.003 W
for use with 22 shoring frames each level,
stackable, craneable,
opitmized for truck beds
8 Loading and stacking securing profile 1.20 3.9 50 5113.004 W
for use at the stack head
with upwards pointing spigots
9 Loading and stacking securing profile 1.20 3.4 50 5113.005 W
for use at the stacking head
without upwards pointing spigots
(e.g. for stacking of initial frames)
10 Aluminium section beam with wood, with riveted-in wood section, with holes drilled for connection by means of beam connectors
3.00 m long 3.00 18.0 4026.300 P
4.00 m long 4.00 24.0 4026.400 P
11 Beam connector, 1.20 m 1.20 6.6 100 4026.000 P
12 Beam connector bolt, M12 x 70, 0.7 10 V 4026.002 P
with nut
13 Fastening for crane transport 3.4 2630.000 p B

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

1 Head jack for heavy-duty column 0.70 30.9 40 5312.004 W

2 Head part for heavy-duty column 0.21 7.1 40 5312.003 W

3 Base plate for heavy-duty column 0.70 24.1 40 5312.001 W

4 Base piece for heavy-duty column 0.40 11.5 40 5312.002 W

5 Single open-end wrench, WS 95 0.60 7.0 5312.005 W

6 Twin wedge coupler 1.2 25 2629.000

Layher has now further optimized the use of the All- ADDITIONAL EQUIPMENT FOR END MODULE (O-VERSION)
round system as a scaffolding stairtower – assembled
from standard scaffolding components and prefabrica- Description PU Ref. No.
ted stairways with integrated platforms. [pcs.]

Internal stairway guardrail 1.50 m* 1 1752.012

Thanks to a newly developed 2.21 m long vertical Standard LW 1.00 m 4 2617.100
Allround standard (see page 12), this tower can now O-ledger LW 1.40 m 4 2601.140
be preassembled as required, on the ground and O-ledger LW 2.57 m 4 2601.257
section by section, before being moved by crane Guardrail post 1.30 m 1 2638.400
to form a tower with unidirectional or alternating O-ledger 1.90 m with wedge-head and U-fork 2 2638.401
O-steel deck T9 2.57 x 0.32 m 2 3862.257
stairways. Construction companies benefit in this
* only for alternating assembly
way from an even easier, faster and above all safer
assembly and modification, and from an increased
height clearance of 2.20 m that makes its use even
more convenient.
STAIRWAY MODULE, UNIDIRECTIONAL (O-VERSION)
The advantages over expensive one-off structures or
ad-hoc solutions made of timber are persuasive: r apid Description PU Ref. No.
and economical assembly, optimum conditions for [pcs.]
construction workers thanks to a high degree of safety O-comfort stairway 2.57 x 0.65 m 1 2635.257
during use, and exact matching to existing conditions. Stairwell guardrail 1 1752.004
Internal stairway guardrail 1 1752.007
For securing of every floor, hinged pins are used Initial standard 2.21 m 4 2617.221
(see page 12). O-ledger LW 1.40 m 8 2601.140
O-ledger LW 2.57 m 8 2601.257
MORE INFORMATION Diagonal brace 1.40 x 2.00 m 2 2683.140

i
Further information about the Allround Modular Diagonal brace 2.57 x 2.00 2 2683.257
Stairtower can be found in the product video: O-steel deck T9 2.57 x 0.32 m 2 3862.257
yt-armtt-en.layher.com

Compact stairtower

In its standard version, the compact stairtower conforms

to German regulations on “stairways for building work”
and fits into many stairway recesses in buildings to
house one or more families. 1
The stairway can be integrated into Allround work
scaffolding. The use of standard parts means that only a
few additional parts are needed.

Surface area without brackets 1.57 x 1.40 m.

Exit clearances: 2.50 or 2.75 or 3.00 m possible.

Permissible load capacity: 2.0 kN / m²

2 3 4

Hollow wall bracket

The hollow wall bracket allows concreting work on

prefabricated element walls. Forget about time-
consuming timber structures – simply suspend the
bracket from the top of the wall and lay system decks 5 6 50 m
m
50 m
on it – that’s all. m
10 m
m
10 mm

50 mm

54
STAIRWAY MODULE, ALTERNATING (O-VERSION) ALTERNATING VERSION
Description PU Ref. No.
[pcs.]

O-comfort stairway 2.57 x 0.64 m 1 2635.257

Internal stairway guardrail 19 WS 1 1752.007
Initial standard LW 2.21 m 4 2617.221
O-ledger LW 1.40 m 6 2601.140
End module
O-ledger LW 2.57 m 9 2601.257
Diagonal brace 1.40 x 2.00 m 2 2683.140
Diagonal brace 2.57 x 2.00 m 2 2683.257

Stairway module

BASE
Stairway module
Description PU Ref. No.
[pcs.]

Base plate 60 4 4001.060

Spindle support 4 2602.033
Stairway module

Stairway module
with less side protection

Base module

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

1 U-stair, 1.25 x 0.60 m, steel 1.25 x 0.6 32.5 8 2636.125 W

for 1.57 m bay,
step height 0.25 m

2 U-ledger with bearer, 1.40 m 1.40 9.0 50 2618.141 W

for compensating 25 cm,
see detailed sketch on left

3 Gap cover, 0.79 m 0.79 3.4 50 2636.078 W

4 Adaptor plate, steel 0.15 x 0.15 x 0.20 1.3 20 2636.124 P

When placing the compact stair tower
onto this adaptor plate,
it is easily possible to lay the screed.

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

5 Hollow wall bracket adaptor 2.3 2602.400 P

steel, hot-dip galvanized

6 Half-coupler with plate 19 WS 0.12 x 0.12 1.5 250 4705.019 W

for supporting the scaffolding structure against the wall

According to German regulations DGUV 38 relating to

construction work, a fall protection system must be
provided for work areas and walkways on roofs where the
height of the fall is more than 3.00 m. The flat roof 1
guardrail meets these requirements for safeguarding flat
roofs. A few parts (e.g. flat roof guardrail post 1, flat roof
shift preventer 4, flat roof guardrail stiffener 3, flat roof a b
ballast 19 kg 6, support for flat roof guardrail 5, wheel 500 mm 500 mm
set and toe board support 2) in addition to the already 890 mm

provided ledgers enable variable fall protection systems to

be assembled quickly and easily. The maximum ledger 370 mm 2000 mm 2000 mm
length between two flat roof guardrail posts 1 is 3.07 m.
350 mm 560 mm

1a Flat roof with fascias

Flat roof side protection mobile

Always comply with instructions for assembly and use.

3 4 5
1a Flat roof without fascias

6 7

1b Flat roof with high fascias

Fall protection

Preventing falls during assembly, modification or

dismantling of the scaffolding
In line with local regulations or as the result of a risk
analysis performed by the scaffolding erector, personal 8 9 11
protection equipment (PPE), an advance guardrail or a
combination of the two may be necessary for assembly,
modification or dismantling of the scaffolding.

The Layher advance guardrail system (AGS) consists of

two basic components – advance guardrail post and
adavance telescopic guardrail. The advance guardrail
post must be used depending on local regulations.

The advance guardrail post 8 / 9, the advance

telescopic guardrail 1.57 / 2.07 m, the advance tele-
scopic guardrail 2.57 / 3.07 m 10, and the
end-AGS 11 are used for temporary protection against
falls during assembly of scaffolding parts on the
uppermost, unsecured scaffolding level. 10

Extension lengths
Article L min. L max.
Advance guardrail 1.57 / 2.07 m 1.57 m 2.90 m
Advance guardrail 2.57 / 3.07 m 2.20 m 3.70 m

56
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1a Flat roof guardrail post 2.40 13.7 20 2666.010 P

steel, for low roof edges
1b Flat roof guardrail post, offset 2.70 15.8 20 2666.011 W
steel, for high roof edges

2 Flat roof wheel set 0.60 x 0.50 6.4 200 2666.015 W

3 Flat roof guardrail stiffener 0.60 4.1 60 2666.030

steel
4 Flat roof shift preventer 0.50 1.9 60 2666.020
steel
5 Support for flat roof guardrail 0.30 x 0.23 0.6 2666.050

6 Flat roof ballast 19 kg 0.69 x 0.25 x 0.16 19.0 50 2666.060

7 Flat roof toe board support 0.04 x 0.13 x 0.13 0.7 2666.070

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

8 Advance guardrail post, aluminium 4.2 50 4031.001 W

for advance guardrail (1.00 m height);
fast guardrail assembly with a tilting pin
9 Advance guardrail post, aluminium 4.3 50 4031.002 W
for two advance guardrails (0.50 m and 1.00 m height);
fast guardrail assembly with a tilting pin
10 Advance guardrail, 1.57 / 2.07 m, aluminium 1.70 3.2 50 4031.207 W
Advance guardrail, 2.57 / 3.07 m, aluminium 2.30 4.0 50 4031.307 W
11 Advance guardrail system (AGS) 2.20 x 0.70 9.8 6 4031.000 W
for scaffolding end
Aluminium, single-part

The advance guardrail system (AGS) can be used The end-AGS is used by placing the bottom
for the access bay or over several bays. U-section on the lower guardrail. The upper
U-section must been pulled down to fit into
The instructions for assembly and use of the place under the deck ledger. By letting go the
Allround Scaffolding System must be complied end-AGS will be secured.
with.

Detail of assembly of the AGS in the access bay

According to German DGUV 38 regulations, equipment to

prevent falls by personnel must be provided for work
areas and walkways where the height of the fall is more
than 2.00 m. 1 3

The PSA safety harness AX 60 C has impressive

features:
2C omfortable, padded and ergonomic back support
2C onvenient tool holders and click-locks for easy
fastening
2H igh operational dependability and absolute freedom
from maintenance, plus very simple fastening
2O perating errors are not possible, as the equipment
operates in any position
2 E xcellent running even under gruelling working
conditions
2 E normous distribution of forces in the event of a fall.

Before use, visual checks must be performed regularly

to ensure correct working order. In accordance with
German BGR 198 regulations, all personal safety
equipment must be inspected at least once a year by an
expert. The maximum permissible period of use for the
equipment must not be exceeded. 2

Railing clamp

Railing clamp
According to German regulations DGUV 38 relating to
con-struction work, a fall protection system must be
provided for work areas and walkways on roofs and 4
intermediate levels where the height of the fall is more
than 2.00 m. The Layher railing clamp meets these
requirements for securing of concrete floors and fascias
of 16 – 33 cm height and of flat roofs.

The back guard must be made in accordance with

applicable regulations from tube / coupler, modular or frame
scaffolding. The bay widths can be freely selected, max.
3.07 m long.
When attached to floors, When attached to fascias,
toe boards must be no toe boards are required,
provided, and the vertical and the vertical stile must
stile must be attached over be attached over the spigot.
the spindle.

58
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 PSA safety harness AX 60 C with extension 0.50 m 1.8 5969.160 P

conforms to EN 361

2 PSA flex safety rope, 2.00 m 2.00 m 1.1 5969.501 W

with fall arrester and snap hook FS 90,
as per EN 354 / EN 355
self-shortening to reduce tripping hazards

3 PSA scaffolding construction set 3.5 5969.170 W

Pos. 1 and 3
Safety harness, safety rope 2.00 m, backpack
(use exclusively for scaffolding construction)

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

4 Railing clamp 0.58 7.0 50 4015.100 W

Example for use of the railing clamp on fascia: Example for use of the railing clamp on floor slab:

Castors
The mobile solution for birdcage, bridge or suspended
scaffolding is often the best alternative in terms of
technical suitability, scheduling and price. In this field 1 2 3
too, the choice, the delivery capability and not least the
experience of the manufacturer point to Layher. If
scaffolding is made mobile using castors, DIN 4420-3
applies. For these rolling towers, verification of structural
strength is required.

Robust castors with twin brake (it brakes wheel and

slewing ring) for various loads, offer a safer mobility of
the scaffolding – without high effort.

Scaffolding pallets

Tube pallets
in square shape (85) 5 or in rectangular shape (125) 4. The
pallets are open on all sides. Tubes, standards, guardrails,
diagonal braces, toe boards are transported and stored with 4 5
this pallet. The empty pallets, stored permanently in the
base frame using pallet posts, can be transported and 80 cm
stored in a space-saving way. 120 cm
71 cm 71 cm

80 cm
Tube pallet 125 4 80 cm
Following can be transported: 80 standards or 99 toe boards
or 155 ledgers (pay attention to the perm. load of 1,500 kg)
or 28 steel decks 0.32 m.

Modular pallet and skeleton box 6 / 7

The palette or the skeleton box can be stacked with Euro
7 6
pallets. Crane eyelets at top; an opening allows stacked
material to be removed even if several pallets are stacked one
above the other. The integrated timber base plate is 30 mm
thick and it’s nailed onto 50 x 50 mm square timbers.

More pallets you’ll find

i in the catalogue System-free
Accessories.

Tools

The three-piece scaffolding identification pad 10 with

carbon copy developed to tag work scaffolding. The right
part is the inspection record for your files. Your client
gets the carbon. On the back side of the carbon, 8 9
important application notes are listed.

The high-quality scabbling pick 11 on the hammer

head ensures a consistently safe use. The additional
hardened inner tube provides a standard breaking 11 12
strength. In addition, the reinforced scabbling pick has
a patented head-stem-connection, which also forgives
failures. The orange handle provides good handling,
good cushioning and low-fatigue working.

Identification and prohibition signs for work scaffolding 10 Kennzeichnung und Freigabe Prüfprotokoll
für Gerüste DIN EN 12811/ DIN 4420 nach §10/ §11 BetrSichV

as per DIN EN 12811-1. Suitable see-through pocket 12

Gerüstersteller: befähigte Person beim Aufbau: In Ordnung?
Gerüst-Nr.: ____________________________
(ggf. mit Stempel) Aufbauzeitraum: Ja Nein nicht zu-
befähigte Person zur Prüfung: treffend
Telefonnummer: Prüfungszeitraum: Gerüstbauteile augenscheinlich unbeschädigt   
Maße – Belagbohlen, Rohrwanddicke   
Erstellungsort: Auftraggeber: Kennzeichnung – Rohre, Kupplungen, Bauteile   
Standsicherheit Tragfähigkeit des Untergrunds   
Fußspindeln – Auszugslänge, Auflagerung   
Verstrebungen/Diagonalen (mindestens 1 pro 5
Gerüst-Nr.: Telefonnummer: Felder in jeder Achse), Längsriegel   

made of transparent plastic for weather protection.

Gitterträger – Druckgurtaussteifung, Auflagerung   
Gerüstart: Verankerungen – Anzahl, Ankergrund, Ankerraster,
 Arbeitsgerüst nach EN 12811  Fassadengerüst  Raumgerüst  Schutzdach Abstand, Prüfung   
 Schutzgerüst nach DIN 4420  Fanggerüst  Dachfanggerüst
 Sondergerüst: __________  Treppenturm  Fahrgerüst Beläge Gerüstlagen – voll ausgelegt oder Horizontalaussteifung   
Gerüstbohlen – Querschnitt, Auflagerung   
Bekleidung:  Keine  Planen Netze _______________ Abhubsicherung – bei auftretenden Abhubkräften   
Eckausbildung – in voller Breite, Seitenschutz   
Lastklasse:  2 (150 kg/m²)  3 (200 kg/m²)  4 (300 kg/m²)  ___ (______kg/m²) Arbeits und dreiteiliger Seitenschutz – Stirnseitenschutz   
Die Summe der Verkehrslasten aller übereinanderliegenden Gerüstlagen in einem Gerüstfeld darf Betriebs- Öffnungen – Spalte geschlossen, volle Breitenklasse   
den vorgenannten Wert nicht überschreiten. sicherheit Aufstiege, Zugänge – Anzahl, Eignung, Höhe (Leitern < 5 m),   
Verkehrssicherung – Beleuchtung, Absperrung   
Breitenklasse:  W06  W09  W_____  SW_____ Konsolen, Auskragungen – Abstrebung, Verankerung   
freistehende Türme – Breite zu Höhe, Ballast   
Nutzungsbeschränkungen (Hinweise für den Nutzer siehe Rückseite) : Abstand Bauwerk und Belag – innenliegender Seitenschutz   
______________________________________________________________ Schutzwand im Dachfanggerüst   
______________________________________________________________ Fahrgerüste Fahrrollen, Belastung, Untergrund, Ballast, Verbreiterung   
Kennzeichnung nicht fertiger Bereich abgegrenzt und gekennzeichnet   
Eigenmächtige Änderungen am Gerüst sind ohne vorige Rücksprache mit dem Kennzeichnungsschild an den Zugängen   
Gerüstersteller untersagt! Die Anweisungen der Aufbau- und Verwendungsanleitung
sind sorgfältig zu befolgen!
Konstruktion:  Regelausführung  Typenprüfung  AuV  Einzelnachweis/Montageplan
Geprüft und freigegeben Bemerkungen, Hinweise:
befähigte Person des Gerüsterstellers: befähigte Person des Nutzers: _____________________________________________________________
_____________________________________________________________
Datum, Unterschrift Datum, Unterschrift
Geprüft und freigegeben
09/2010

Wilhelm Layher GmbH & Co. KG befähigte Person des Gerüsterstellers: befähigte Person des Nutzers:
Gerüste Tribünen Leitern
Ochsenbacher Straße 56
6344.500

Datum, Unterschrift Datum, Unterschrift

D-74363 Güglingen-Eibensbach

60
Pos. Description Dimensions Weight PU Ref. No.
L / H x W [m] approx. [kg] [pcs.]

1 Castor 1000 dia. 0.20 6.3 70 1260.201

Plastic wheel, dia. 200 mm. With base plate, adjustment range
0.30 – 0.60 m, spindle nut with lock, with twin brake lever and load
centering when braked. Wheel and slewing ring can be locked.
Permissible load 10 kN (braked and unbraked)
2 Double flange castor, 75 mm dia. 0.285 28.0 40 5216.075 W
Secured by top plate, hole pattern 170 x 170 mm, dia. 18 mm,
external dia. 285 mm, internal dia. 242 mm,
without brake. Permissible load 20 kN

3 Flange castor for 48.3 mm tube dia. 0.23 16.8 40 5221.048 W

Secured by top plate, outer hole pattern 170 x 170 mm, dia. 18 mm,
inner hole pattern 126 x 126 x 13 mm (slot hole 13 x 28 mm)
without brake. Permissible load 31 kN

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

4 Tube pallet 125 1.37 x 0.97 32.0 10 5105.125

Steel, hot-dip galvanized, length of pallet posts: 0.86 m,
load 1.500 kg
5 Tube pallet 85 0.97 x 0.97 30.8 10 5105.085
Steel, hot-dip galvanized, length of pallet posts: 0.86 m,
load 1.500 kg
Mesh box insert 22.0 10 5104.086 W
Steel, hot-dip galvanized, length of pallet posts: 0.86 m,
load 1.500 kg
6 Modular pallet 1.20 x 0.80 45.0 5 5101.061 W
Steel, hot-dip galvanized, internal dimensions 1.08 x 0.68 x 0.61 m
load 2.000 kg, perm. onload 6.000 kg
stackable with Euro pallets
7 Modular skeleton box with timber base plate 1.20 x 0.80 85.8 5113.002
Steel, hot-dip galvanized,
internal dimensions 1.08 x 0.68 x 0.61 m
load 2.000 kg, perm. onload 6.000 kg
stackable with Euro pallets

Pos. Description Dimensions Weight PU Ref. No.

L / H x W [m] approx. [kg] [pcs.]

8 Ratchet spanner 19 WS 0.32 0.7 4740.019

with reinforced head
22 WS 0.32 0.7 4740.022
9 Magnetic spirit level 0.4 4006.666

10 Scaffolding identification pad DIN A4 0.5 6344.500 W

Pad with 50 + 50 pieces (Original + Carbon)
with centre perforation and foldover as carbon-block

11 Scabbling pick 600 g reinforced 0.32 0.8 4421.051 W B

12 See-through pocket T17 with STOP 0.30 x 0.17 0.4 10 V 6344.010 B

for Ref. No. 6344.500 with lock flag when inspection record is not
inserted

A Corner deck 22 Guardrail for stairs

adjustable23 500 T12, 5 steps 41
Access deck 22, 24
Countersunk bolt M8 x 30 43 500 T12, 9 steps 41
Access ladder 22 750 T12, 2 steps 41
7 rungs 23 Coupler30
750 T12, 5 steps 41
Accessories30 Cross head jack 750 T12, 8 steps 41
4511
Adapter for heavy-duty column 49 Guardrail standard 38, 39
45, solid 10
Adaptor plate 55
Adjustment plate for base plate 11
D H
Advance guardrail 57 Half-coupler with plate 55
Diagonal anchoring 49
Advance guardrail post 56, 57 Half-coupler with toe board pin 29
Diagonal brace 18
Advance guardrail system (AGS) 57 aluminium19 Head jack 10
Advance telescopic guardrail 56 steel19 4511
6011
Allround bridging system 48 Diagonal brace metric LW
for heavy-duty column 53
Allround FW chord 46 steel19
Head part, for heavy-duty column 53
Allround FW diagonal rod 46 Diagonal rod 49
Heavy-duty column 52
Allround FW post 46 Double coupler 31
Hexagon head bolt M12 x 35 49
Allround O-ledger LW 14, 15 Double flange castor 61
Hinged pin 12, 13
Allround O-Riegel LW 15 Double support 52
Hollow wall bracket 54
Allround rosette cover 31
Hollow wall bracket adaptor 55
Allround wall tie 31 E
Horing spigot 53
0.80 m 30 End-AGS56
Horizontal support element 14, 16
Aluminium section beam with wood 53
Anchoring30 F
I
Fall protection 56
Individual stamping 24
B Fastening for crane transport 53
Individual toe board 28
Base collar 12, 13 Flange castor 61
0.26 m, for modular stairway 45 Initial stairway guardrail 37
Flat roof ballast 56, 57
long12 Initial standard LW
Flat roof guardrail post 56, 57 steel13
Base collar, long 13
Flat roof guardrail stiffener 56, 57 Internal stairway guardrail 36, 37
Base piece
for heavy-duty column 53 Flat roof shift preventer 56, 57
Flat roof side protection 56
Base plate 10 L
6011 Flat roof toe board support 57
Landing cover 43
60, solid 11 Flat roof wheel set 57
80, reinforced 11 Landing-type stairway
FM diagonal rod 47 aluminium38
for heavy-duty column 53
FM endfitting 47 Lattice beam 44
Bay length adaptation 52
with turnbuckle 47
Beam connector 53 Lattice beam connection 44, 45
FM nut 47
Beam connector bolt 53 LayPLAN8
FM post CAD8
Bending strength 14 extended47 CLASSIC8
Bolt 38, 47, 49 single-side connection 47
Ledger14
Bracket32 single-side-connection47
Lift-off preventer 32, 45
1.09 m wide 32 FW chord 47
Lift-off prevention clamp 39
Bracket brace 33 FW post 47
2.05 m 32, 33 Loading and stacking securing profile 53
FW System 46
Brick guard 34 Loading capacity 16
Bridging system 48 Locking nut 49
G
Locking pin 13, 27
Gap cover 26, 55
C Gap deck 26
Castor 52, 60, 61 Guardrail17
M
Castor adapter 53 for modular stairway 45 Magnetic spirit level 61
Chord49 T12 with child protection 41 Mesh box insert 61
Clamping nut 49 Guardrail fixing device 41 Modular pallet 60, 61
Comfort stairway 36, 37 Guardrail for Modular stairway 44 Modular Scaffolding Stairway tower 54
Compact stairtower 54 Modular skeleton box 60
Construction stairtower 200 38 Modular stairway 38

62
N Post49 Spigot 12, 13
Protect holder 49 for O-lattice beam 45
Net34
for U-lattice beam 44, 45
Protection net 35
for U-lattice beam, reinforced 45
O PSA-Flex safety rope 59
Spindle attachment with wedge-head 11
O-access deck 25 PSA safety harness AX 60 C 58, 59
Spindle fixture
O-board bearer 28, 29 PSA Scaffolding construction set 59 with wedge-head 11
O-bracket Spindle support 53
0.69 m wide, adjustable 32 Q Spring clip 39
O-bridging ledger Quick strap fastener 34, 35 Spring washer A 8.4 x 18 MM 43
steel17
Stair foot section
O-console bracket R 0.60 m 39
0.26 m wide 33 0.95 m 39
0.36 m wide 33 Railing clamp 58, 59
Stair guardrail post 37
0.39 m wide 33 Ratchet spanner 61
0.69 m wide 33 Stair middle section
Ring screw 31
0.73 m wide 33 0.60 m 39
Riser43 0.95 m 39
1.09 m wide 33
Rosette13 Stairtower40
O-Durchstieg25
clampable12
O-lattice beam 44, 45 Stairway guardrail 37
with thread 11
O-ledger16 Stairway guardrail adaptor 37
Rosette with thread
aluminium15 clampable11 Stairway guardrail post 36
horizontal-diagonal18 Stairway module, alternating 55
horizontal-diagonal, steel 18
S Stairwell guardrail 37
steel deck - O-ledger 17
steel deck - steel deck 17 Safety clip 38 Stalu deck 20
with wedge-head and U-fork 36, 37 Safety gear 58 Standard12
Open ended wrench WS 36 49 0.67 m 13
Scabbling pick 600 g 61
1.17 m 13
O-robust access deck T9 25 Scaffolding base plates 10 aluminium13
O-robust deck T9 25 Scaffolding coupler 30 without spigot 13
O-stairway stringer Scaffolding deck 20, 24 steel13
750, 2 steps 41 without spigot 13
750, 5 step 41 Scaffolding enclosure 34 with pressed-in spigot 13
750, 8 steps 41 Scaffolding identification pad 60, 61 without spigot 12
O-stairway stringer 200 39 Scaffolding ladder 38 Standard lock 12, 13
O-stairway stringer 500 Scaffolding lock 30, 31 Standard LW
9 steps 41 Scaffolding pallet 60 steel13
O-STAR frame 51 Scaffolding plank 11 without spigot 13
LW51 with integrated spigot 12
Scaffolding tarpaulin 34
O-steel deck T9 STAR double end guardrail 51
Scaffolding tube 15
0.19 m wide 25 STAR frame 50
0.32 m wide 25 Securing nut M8 43
STAR guardrail 51
O-steel toe board 29 Securing pin 47, 49
STAR guardrail adaptor 51
O-suspension24 Securing screw 27
STAR guardrail support 51
O-toe board See-through pocket 60
STAR internal guardrail fixing device 51
aluminium29 See-through pocket T17
with STOP 61 STAR lift-off preventer 51
wood29
Shoring frame pallet 53 STAR O-ledger with half-coupler 51
O-/U-toe board
aluminium28 Shoring frame TG 60 52, 53 STAR pallet 51
steel28 Starting stairway 37
Shoring TG 60 52
Outside access 38 STAR transport safeguard 51
Side protection 14, 16
Side protection net 34 Steel deck T4 20
P Single open-end wrench 53 steel gap sheet 26
Parts for mobile scaffolds 60 Single support 52 Steel gap sheet
Pedestrian protection 34 0.32 m 27
Software for scaffolding construction 8
Plastic wall insert 31 Steel plank 26
Spare Part 30 0.20 m 27
Platform stairway 36, 37 Special bolt M12 x 60 12, 13 0.30 m 27
Pole ladder
Steel tube 20, 21, 25
aluminium39
steel39 Step cover 42, 43

63
Index

Stringer U-interchangeale ledger LW reinforced 17 U-walkway beam 34, 35

for modular stairway 45 U-lattice beam U-Xtra-N deck 20
Stringer for Modular stairway 44 aluminium 44, 45 0.61 m wide 21
Support beam 49 LW, steel 45 U-Xtra-N hatch-type access deck
steel44 0.61 m wide
Support element 49
U-ledger 16, 29 with integrated access ladder 23
Support for double standard 49
0.73 m 28, 33
Support for flat roof guardrail 56, 57 aluminium15
Swing door 38 for lattice beam 44, 45 V
0.73 m 39 reinforced, aluminium 17 Vertical support elements 12
1.00 m 39 reinforced LW T14, steel 17
steel deck - O-ledger 17
Swivel coupler 31
steel deck - steel deck 17
W
Swivelling base plate Wall tie 31
with bearer 55
60, reinforced 10, 11
with gap cover 33 Wedge-head coupler 30, 49
Swivelling head jack with gap cover, 0.11 m width 41 rigid31
4511 swivelling31
U-ledger deck configuration 16
Swivelling top spindle 10 Wedge-head design with AutoLock function 14
U-ledger LWT14
steel15 Wedge spindle swivel coupler 10, 11
T U-ledger reinforced LW T14 Weight saving 14
Telescopic gap deck 26 steel17 Wheel set 56
Telescopic U-gap deck 27 U-lift-off preventer 16, 44
T817
Toe board 28
T917
Toe board support 56
Universal U-Lift-off preventer 17
Tools60
U-/O-stairway stringer 200 38, 39
Tower52
U-robust access deck
Tube pallet 60 0.61 m wide
8561 with integrated access ladder 23
125 50, 61 0.61 m wide, hatch offset 23
Tube pallet 125 60 with integrated access ladder 23
Twin wedge coupler 30, 31, 53 U-robust deck
0.32 m wide 21
0.61 m wide 21
U
U-stair55
U-access deck 23
steel, 0.64 m wide 23 U-stair head section
0.60 m 39
U-aluminium access deck
0.95 m 39
0.61 m wide 23
with integrated access ladder 23 U-stairway stringer
750, 8 steps 41
U-aluminium deck
perforated, 0.32 m wide 21 U-stairway stringer 200 39
U-board bearer 29 U-stairway stringer 500
5 steps 41
U-bracket, with 2 hooks 32
9 steps 41
U-bridging ledge
U-stairway stringer 750
aluminium17
2 steps 41
U-console bracket 5 steps 41
0.28 m wide 33
U-stalu deck T9
0.39 m wide 33
0.19 m wide 21
0.45 m wide, with 2 wedge-heads 33
0.32 m wide 21
0.73 m wide 33
0.61 m wide 21
0.73 m wide, with 2 wedge-heads 33
1.09 m wide 33 U-STAR frame 51
with 2 hooks LW51
0.36 m wide 33 U-steel deck
0.73 m wide 33 0.19 m wide 21
U-corner deck 23, 25 U-steel deck T4
adjustable, with toe board 22 0.32 m wide 21
for circular scaffolding 30° 23 U-steel toe board 29
U-deck29 U-suspension 20, 22
U-gap cover U-toe board
with claws 41 aluminium29
U-interchangeable ledger 17 wood29

64
65
66
67
Layher is your dependable partner Proximity to the customer is a central factor behind Layher’s success – geographically speak-
with more than 70 years of experience. ing too. Wherever our customers need us, we will be there – with our advice, assistance and
”Made by Layher“ always means ”Made solutions.
in Germany“ too – and that goes for the
entire product range. Superb quality –
and all from one source.

SpeedyScaf

Allround Scaffolding

System-free Accessories

Protective Systems

Headquarters in Eibensbach
Shoring

Event Systems

Rolling Towers

Ladders

Plant 2 in Gueglingen
Edition 04.2017

Wilhelm Layher GmbH & Co KG Post Box 40

Ref. No. 8116.254

Scaffolding Grandstands Ladders 74361 Gueglingen-Eibensbach

Germany
Ochsenbacher Strasse 56 Telephone +49 (0) 71 35 70-0
74363 Gueglingen-Eibensbach Telefax +49 (0) 71 35 70-2 65
Germany E-mail export@layher.com
www.layher.com

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