1
Modular coordination is a concept of coordination of dimension
and space, in which buildings and components are dimensioned
and positioned in a term of a basic unit or module, known as
1M which is equivalent to 100 mm.
It is internationally accepted by the International Organization
for Standardization (ISO) and many other countries.
The introduction of modular coordination in building will
constitute a positive step to streamline the industry towards
proper metrication in building planning, design, construction,
assembly and manufacturing of building materials and
components.
Thus, the modular coordination can facilitate the achievement
of greater productivity in the building industry by virtue of its
ability to discipline the dimensional and spatial coordination of
a building and its components.
Moreover, modular coordination allows a more flexible open
industrial system to take shape.
The principal objective of implementing Modular Coordination
is to improve productivity in the building industry through
industrialization.
With the introduction of Modular Coordination in building, the
concept will provide a positive step to streamline the industry
towards proper metrication in building planning, design,
construction, manufacturing and assembly of building materials and
components.
Benefits of Implementing Modular
Coordination
The benefits of practicing modular coordination is to provide a practical
approach towards the following:
Facilitates cooperation between building designers, manufacturers,
distributors, contractors and authorities.
In the design work, enables buildings to be so dimensioned that
they can be erected with standard components without undue
restriction on freedom of design.
Permits a flexible type of standardization, which encourages the
use of a limited number of standardized building components for
the construction of different types of buildings.
Optimizes the number of standard sizes of building components.
Encourages as far as possible the interchangeability of
components, in whatever materials, forms or methods of
manufacture
Simplifies site operations by rationalizing setting out, positioning
and assembly of building components.
Ensures dimensional coordination between installation
(equipment, storage units, other fitted furniture, etc.) as well as
with the rest of the building.
PLANNING GRID
A module can be defined as a basic dimension which could for
example form the basis of a planning grid in terms of multiples and
submultiples of the standard module
TYPICAL MODULAR COORDINATED
PLANNING GRID
Structural Grid used to locate structural components
such as beams and columns.
Planning Grid- based on any convenient modular
multiple for regulating space requirements such as rooms.
Controlling Grid
based on any convenient modular multiple for location of internal walls,
partitions dc.
Basic Module Grid
used for detail location of components and fittings.
All the above grids, being based on a basic module, are contained one
within the other and are therefore interrelated.
These grids can be used in both the horizontal and vertical planes thus
forming a three dimensional grid system.
If a first preference numerical value is given to M dimensional
coordination is established.
DIMENSIONAL COORDINATION
The practical aims of this concept are to :1. Size components so as to
avoid the wasteful process of cutting and fitting on site
Obtain maximum economy in the production of components.
Reduce the need for the manufacture of special sizes.
Increase the effective choice of components by the promotion of
interchangeability
Dimensional Grids
the modular grid network defines the space into which
dimensionally coordinated components must fit. An important
factor is that the component must always be undersized to
allow for the joint which is sized by the obtainable degree of
tolerance and site assembly
principal aim
to achieve dimensional compatibility between building
dimensions, span, or spaces and the sizes of components
or equipment by using related modular dimensions
Basis of modular coordination
Basic module M = 100 mm
the smallest module to be used to coordinate position
and size of components, elements and installations.
not for the structural framework
modular coordination design rules
1. basic module M = 100 mm
2. horizontal planning module
MH = 3M (300mm)
3. vertical planning module
MV = M (100mm)
4. reference systems for
positioning of components
and spaces
basis of modular coordination
the use of modules
Multi modules 3M, 6M, 9M, 12M . . .
planning modules for main dimensions of framework
especially the span (horizontal dimensioning)
M M
submodules
2 4
for sizing of components requiring increment smaller than M
not for planning modules
for displacement of different modular grids
a reference system to define coordinating
spaces and zones for building elements and assemblies
a system of points, lines
and planes - grids
used mainly during planning /
design stage
Graphic Conventions
Dimensioning Lines
Zone & Spaces
Basic Symbols
ZONES
zone
wall zone
floor zone
roof zone
Controlling Reference System
controlling plane.
controlling zone.
controlling dimension.
modular floor plane.
floor to floor height.
floor to ceiling height.
height of floor zone
floor to roof height
height of roof zone.
horizontal controlling dimensions vertical controlling dimensions
Building Component Sizing
Component
A building product formed as a distinct unit.
Modular Component
A component whose coordinating sizes are modular.
Element
A part of a building or structure having its own functional identify, such as
a footing, a floor, a roof, a wall or a column.
Modular Element
An element whose coordinating sizes are modular.
Preferred Dimension
A dimension chosen in preference to others for specific purposes.
Preferred Size
A size chosen in preference to others for specific purposes.
grid reference
reference systems for positioning of
components and spaces
boundary reference
axial reference
interaxial reference
flush reference
boundary reference
coordinates the position of the
building components
determines the nominal size of
components
placement of component within
two Parallel modular coordinating
grids or planes so that it fills
the space or zone.
boundary grid
axial reference
coordinates the position of a
components by placing the
component so that the
middle-axis coincides with a
modular coordinating grid of
plane
axial grid
interaxial reference
coordinates the position and
dimension of building component
by a reference
flush reference
coordinates the position of components by
placing one surface of the component flush
on to a modular coordinating grid or
plane
modular zone
flush grid
horizontal coordination
MH = 3M (300mm)
Facades
are placed flushed on the outside to
a modular reference plane
external
n x 3M
internal
external
n x 3M
nx
n x 3M
3M
facades areinter
always placed partitions are placed flushed to the
on the outside
nalof the modular line modular line
INTERAXIAL PLANNING
the structural part of the component
is placed at the axis between two
modular reference planes spaced at
n x 3M
3M apart
nx
3M
BOUNDARY PLANNIG
the structural part of the
3M
t1
component is placed between a
INTERA BOUND technical coordination space (not
INTERAXIAL
XIAL BOUNDARY
ARY
PLANNING PLANNING necessarily modular because of
PLANNI PLANNI technical or economic reasons)
NG NG
vertical coordination
MV = M (100mm)
Floors are placed within a modular
floor zone of n X M increments
Floors to floor heights are vertically placed n X M
increments
n1 x M n3 x M
n2 x M
main controlling dimensions
roof
Roof Zone
zone Floor to
CeilingH eight floor to
W indow
Sill height
ceiling height
Floor
Zone
Floor to
Floor Height
floor
zone
D
H
oor H
eight
ead storey height
Changeof Floor Level
Fig3-10: Vertical ControllingDimensions
intermediate controlling dimensions
Roof Zone
roof
zone Floor to
CeilingHeight
window
head height
W indow
Sill height
window sill height
Floor
floor to
Zone
Floor to
Floor Height
floor zone
ceiling height
door head storey height
Door Head
height Height
Changeof Floor Level
Fig3-10: Vertical ControllingDimensions
designing with components
must be conceptualised early
in design stage
bearing on choice of planning
grids and approaches
structural components-
columns
beams
floor slabs
walls
staircases and lift cores
non structural components-
cladding
partition
doors, windows
Finishes-
ceiling finishes
floor finishes
wall finishes
columns
basic dimensions - 3M / multiples of 3M
dimensions fit into modular grid -
planning structural grid
dimensions are for finished dimensions
nx3M
nx3M nx3M
nx3M
BOUNDARYPLANNING
nx3M
DISPLACEMENTOFGRIDPLANNING
beams
beam depth are in the increments of M
floor zone with false ceiling
- beams accommodated in floor zone
- beams depth only affect services, not
walls / partition below
FloorZone
floor zone without false ceiling
- distance between base of beam and
floor slab must be modular to accommodate
the components below
WindowHead
Height
FloortoFloorHeight
floor slabs
depth in sub-modular
increments of 0.5M or
0.25M
precast slab-fit into
structural grid :12M
TopofFloorZone FloorFinish
Screed
Slab
Com position
ofFloorZ one
ServiceSpace
FalseCeiling
BottomofFloorZone
floor zone:
space allocated for floor assembly
extends from reference plane of ceiling
to the finished floor surface above it
ceiling accommodated within the floor zone
composition may vary
top of floor zone = top of floor finish
base of floor zone - bottom of ceiling of the
floor below
walls
precast load bearing walls
length of walls determined by
planning grid
dimensions - finished wall
dimensions
in cases wall do not fill the whole COMPONENTWALLS
wall zone, where structure allows,
wall should be lined with one side
of the zone to minimise number of
adaptation pieces
stairs
length of flights and landing dimensions are modular
goings, risers and widths of flights are as required by
statutory requirements
stairs located in between floor coordinating line
top of stair coincides with top of floor zone
Component
A term used loosely for items
that are manufactured offsite and
then assembled together with
other components.
If this is completed offsite then
the product is defined as a whole.
Careful design of components
and their interfaces is crucial for
effective manufacture and
assembly.
Panel Building System
Comprising walls, floors and roofs in the form of flat pre-
engineered panels that are erected onsite to form the box-like
elements of the structure that then require various levels of
finishing.
This term applies to all different material types
Pre-cast Flat Panel System
Floor and wall units are produced offsite in a factory and
erected onsite, ideal for all repetitive cellular projects.
Panels can include services, windows, doors and finishes.
Building envelope panels with factory fitted insulation and
decorative cladding can also be used as load-bearing
elements
Plant Room Module (preassembled)
Packaged or skid-mounted preassembled plant rooms
prefinished in the factory, ready for direct connection to
mains services Onsite (AHUs, fans, chillers, boilers, pumps
together with elements of the building envelope
Beam and Block Floor
Extruded or wet cast prestressed beams between 150 and
225mm deep, spaced to suit the applied loading and spans,
together with blocks of various types.
These may be purpose-made blocks with rebates to suit
the shape of the beams (tray blocks).
Also commonly used are specially shaped extruded or
expanded polystyrene blocks which provide a high degree of
insulation for ground floors