ALL TYPES of =a NEW & USED SCAFFOLD ™~ & ACCESSORIES SALES*RENTAL* SERVICES#HLK.L. SCAFFOLDING & FORMWORK PTE LTD No 4 Tuas South Street 10 Esher Re eatLE Tel: 6898 1111 (@ LINE) Fax: 6898 2617 Sone! Mae ace nr ree one Co.Reg No: 199804679M H.K.L. Seaffolding & Formwork Pte Ltd was set up in 1998 that specializes in providing Scaffolding Materials, Leasing, Trading, omer Marine Hardware and Bete) wa ecto ACen Mico convent aosatco ome etc iM sEWRes ys tcl ual ver torem tele clas Sele tat-em lel apres aE TaLeE inventory range. Today we have established a wide base of customers in the local and Peace wey 4(o RI Oh aatd eo tr loli in producing quality competitive products and services to meet our entire re oa Boscia We are committed to maintain and Beeler ao Rencric ernie quality for our products eae progress in the 21st Centu Ris CcMeS ia Maer MAN MTT A MOM OM cele Momma) am clay le MMe am Muerte intr Tani ln «& Fac atone Why choose us? We believe that long-term customer relationships are build by 3 factors: Our Pricing Most, if not all, of our items are directly imported from Perea rae Nar tems Ce ‘Therefore we have the ability to give you competitive prices. (ola anaes ’ : “We Believe In Service!” is our company motto and we live by it. Our friendly, fast, efficient and reliable sales personnel are always available to take your orders and assist you and SUT COn tan ceh lac TSE OTe cas strate oe Seen eae ky on Lh enable us to keep stocks of our items in sizeable BOE natates any time ready to erie on-the time concept in our delivery and commitment with maximum to ensure no delays.« < ee bee) 83 Py ea Vv ee a fate 1 Cero) 07. uence | DIFFERENT TYPES OF SCAFFOLDING USAGE --- SCAFFOLDING FRAME SYSTEM = ---------------— STEEL PROPS / TRIANGLE PROPS ---- JIS SCAFFOLDING & ACCESSORIES ---------------------- © Ss BS SCAFFOLDING & Rese) ee ce 2 BS WOODEN Pes (BS2482) ---------------------+-- CUP LOCK SUPPORT SYSTEM ------------------- ALL ROUND RING LOCK SYSTEM aro eee tn en ee & Ss ey ’ eH Ben ease acesMAXIMUM LEG LOADS (Safety factor: 2) SAFE WORKING LOADS ON JACK COMPONENTS = (Safety factor: 3.5) re rarer rer) oer dou 45K s ao + Ie i= | e. Re I= rT St 3.5t ot 2t Let tt 10t alt Vit St at i H.K.L. SCAFFOLDING & FORMWORK PTE LTD pet SR ss Daa) Peace resco eet : oc Ln]9 & H.K.L. SCAFFOLDING & FORMWORK PTELTD FKL, REDUCTION IN STRENGTH, DEPENDING UPON POSITIONS WHERE FRAME LOAD IS APPLIED se on < ta of Siac Ve) b=. ACCESS: 1. Foundation ‘The entire load frame scat wooden pl as plac tal 2. Ho = sSipported by the lowest part of the |. Under the Jack Base, place the In case of soft graund, measures such round sills, pouring concrate should be Ties te ‘Ties should be set in every five stages. 3 I-Ties Use one Wall-Tie for avery four spans horizontally and one for every four stores vertically, 4. Comer-Ties Connecting rods should be used at the corners fasten the frame of both side. < P S SUPPORTING To prevent the sliding of the legs of frames, Clamps should be used to fasten frames and tubes. 1. Horizontal ties should be fixed in every 5 stages In vertical diraction and Cross braces should be attached diagonally between the frames: 2. On top of the frame, Jack Base and Batter brace must be fixed by nail. TEST DATA Load test data is certified by Industrial Safety Institute ‘of Labor Ministry and Architactual Research Institute ‘of Construction Ministry. © Main tubular materials used are: JIS Industrial Standard ) G-3444, STK-51, BS. lent BS - 1775. 42.7mm O.D. x 2.4mmag-2mm 0.0. X 1.9mm 44.0mm 0.0. X 2.21 1.7mm 0.0.x 1.8mm A complete report of the results is available on Cen 7) De Leo ee) Ce eS | MAXIMUM SLAB THICKNESS USING ‘SUPPORT FRAME (2,500kg PER LEG) 1829 % 1219 1524 % 1219 TASK ABS K-71Y Ry tlh 25252505 Le Ah 2% le 25 2505 @ Truss Hanger ® Truss ® Truss Girt @ Hand Fail WAT SS Dee eee’ Cun a 9 Lj Up = eg & Fa e 20 a eg favb Pg fe 4 : 666098 q Frame ical Frame Cross Brace © Arm Lock a i : © soint Pin oO ve 6 Y | it 4 fe = c=} FS FS f o rs re Cc = r= mt oS is i < i i) 4 > Ei 3 = 4 S = = i io ts J e Fl BI | i] rs 4 < o] ba re 2 es 6ih H.K.L. SCAFFOLDING &FORMWoRK PTELTD FHIK L, ROLLING TOWER Various heights of Rolling Tons Cec 1.4m 9.35m -3.6m 4.65m - 6.3m 6.35m - 6.8m 785m - 9.3m 9.35m - 9.6m 10.85m - 11.3 yoo ewe Wy. / NS Ps SS ¥ Cee ae PEE 1.4m x 1.8m 15mx 1.4m 1.5mx 1.4m 1Sevx 1.8m 15erx Lam 1.5mx 1.4m 1 Servs 1.8m Basics Safety to assembling Rolling Tower @ check caster condition and Srake eo Horizontal Brace must be fitted to Ladder Base Frame. 6 ‘Connect the frames with Joint Pins and Arm Lock. BY Ly ot SW ax rN * “1 She . Lf t—< © Apply the Casters’ Brakes during use. Ss < r © Working evel must funy ve covered by working platform oe a © Aanciaits must be provided. ¥ ‘GompSdiGon Ol Tower @ Never move the Aeiling Tower with the operator an L heeled 2 4 6 & 8 8 10 —— - - e - 2 2 ‘Screw Jack 4 4 4 4 4 4 Soint Fin - 4 Qe 2 16 20 ‘Arm Lock : 4 4 12 16 20 Caster 4 4 4 4 4 4 Gross Brace 2 5 7 9 n 13 1820mm Handrail 4 4 a 4 4 4 1829rmm Haneda 4 4 4 4 4 4 INSTRUCTIONS FOR TUBE SYSTEM. 1, Sat base plates. on wooden sails, 2, Attach the runner to the posts 3. Than attach the bearers 4. Assemble the first 5. bn tha same way, 22: diagonal braces with PRECAUTIONS S Make suro runnors are level, 7 Maximum Safety interval between : metres: Maximum Safety interval betwedh runners: 1.65 metres he sama way, and eat the planks on it ‘the second section, and install he Rt eee) FORMWORK PTE LTD Prd Poe =) iD COC nr]HEL, +k... scarro.pine & FoRMWORK PTE LTD BO Baar uid a 5 B Ka KMFG-1219 1219 1930 20.4 KMPG-+1217 1219 1700 155 SCAFFOLDING FRAME SYSTEM g 3 1 ( iI A th |_| = ; KMFG-1217 1219 «1700 143 KMPG-1215 3 1624 16.7 KMFG-0917 914 1700 13.7 G 2 ae RS om ere : # = a Li § a | : ES AB Ky aE KAFG-1204 1219 400 9 T Hy wc Eo A KMFG-O717A 762 7700 12.3 KMRG-*0717 762. 1700 11.6 x KWSP- 500 1828 if K3 < g er 2 9 ReZ 8 Smee cee cra eelel aaa ah AREER aaa eal) ee tr elie Cee ea]H.K.L. SCAFFOLDING & FORMWORK PTELTD FKL, a A KLFG-1209 1219 914 KLFG-1212 1219 KXG-1512 KXG-1809 KXG-1806 KxG-1802 KXG-1512 KxG-1509 KXG~1506 KxG-1502 KXG-1212 KXG-1200 Kxa-1zab. Kxaet2 RG-o909 KXG-08068 KXG-0902 KXG-DEO6 KxG-0602 TEs Pree tl De aL 5 KJ4000 400) 250 24 25 KSCG-1819 1829 19550750 49 KJ60 600 450 3.4 KUep 600 450 4 te) Riese ee ce ae a al aa See een Se ee eters)KLG-7 739 08 KG-20 245 200 57 KLO-8 826 og | K-18 195 180 65.00 KIP-4 06 att <=> cx = ex= pl dy OS 96 ne SCAFFOLDING FRAME SYSTEM Besse gt lg oT \ Cart cli ieee 1am x 3.4m (S50G/M") 1.8x5,1m 1.64 20m | Sie #10 Bie 112 Size m4 Sie m6 Ax 21 Sie me 4 19x24 Size #20 eee Ce eel el aah AREER alla eee celal eee ets) Tad Ce ee)H.K.L. SCAFFOLDING & FORMWORK PTELTO FKL, STEEL PROPS / TRIANGLE PROPS eee 1 750mm. 1050mm 2 800mm, 1200mm 3 000mm 1300mm 4 1200mm 1500mm = 2000mm 2300mm 6 2200mm 2500mm 7 2500mm 280mm 8 000mm 3300mm coe) eee] RTs enemas, c 41 rnc Tn 3) iD Ceo Lar]Thickness 2.4mm 6m JIS SCAFFOLDING & ACCESSORIES. x x x x ] 210mm x x 210mm x x | | 210mm x x ; 240mm x x 240mm x 45mm x Kehr | [ ae 240mm x aim % es 5: 240mm & 45mm G» : 240mm x A5myhyx 4m It CATWALK PANEL W500rmm x L1629mm. ‘w500mm x L1219mm W4S0mm x LA725mm W450mm x L1955mm eee hte aaa) AUG CC) 5 7 Cee Le]H.K.L. SCAFFOLDING & FORMWORK PTE LTD te Scaffoldixy and Fittings a] = ia =] va] w TT) oO oO <= ZB a a rs Length 6m td ] <== f fo Drop Forged Couplers . Ser 7) Pee eu urea] na 13 oy Sererre) 225mm =< _2000mm Y 225mm S 240mm Vv 258 200mm \z25mim— 3800mm bt ast 3amm, 225mm 000mm H.K.L. SCAFFOLDING & FORMWORK PTE LTD eet AMER so PRR eater terre! ee CEEGUP-LOCKING PROCEDURE ae - CUP LOCK SUPPORT SYSTEM IDM. this a Technical Data: Loading Capacity [Braciia omitted for clesilv) 64] an (BO) ix > a 9 Notes: Design Factors Heavier Loads - 74kN fl below 26 Grid Sizes: 3. Tighten withaCUPLOCK SUPPORT SYSTEM 2.5m OTHER SIZES ARE AVAILABLE ON REQUEST HEAVY DUTY HEAVY DUTY U-HEAD 600 U-HEAD 80a Length = 60cm Length = 800mm (Swivel Tyne) NS © Ss oY < ee 9 Nv H,K.L. SCAFFOLDING & FORMWORK PTE LTD 16 Pee aor ot HEAVY DUTY JAGK BASE 600 Length = 600mm RCs) 17 § HEAVY DUTY JACK BASE 800 a Length = 600mm (Swivel Type) SPIGOT & BOLT et © s 9 ow « De eee Leet) Set sn& akg Pi.00m - 5.8kg 150m - 8.3kg 200m - 10.8ko 2.50m - 13.2ka 300m - 15.3k9 H.K-L, SCAFFOLDING &FORMWORKPTELTD FHIK L, ‘Length 500mm 732mm 914mm 1080mm. 1219M00 524mm. 3.001 1829 2130mm 2500mm 3000rmmn L OTHER SIZES ANE AVAILABLE ON REQUEST 8 RO) iT [are teteti tte] gtd al | ! Basa-colu® racket ‘ oe J FT 3 © ) Loy 1B ey SF x woos o> Glatladladata 9 732mm - 3.55kg giamm - OBO - i2iamm ~ 152mm - 1eeamm - 210mm - 500mm - 3000mm - OTHER SIZES ARE AVAILABLE ON REQUEST Ss $ onan HIKL coflers to the builiireg inebustry vice properties, such as tha qreatar toughness and tensile fahas of shutteriag accessories. ofthe Nahest strength necessary to filings undar dyamic siress, quality, Scaticiding couplers arrd shuttering Orop-forged ehutiering companants will stand up ruct components are mostly drop-forged, which longer to hestite buikiing site conditions owing te their coffer significant advantages compared with greater wear resistance and they alta offer the benefits: acctssoties produced by olfver means. of'a markedly higher load factor Base plate Il Tube support (spacer) Matenat: impact-resistant PYG Hexagon nut, width across flats 30 Thread: 1.5: © with reinforced nae edge to profect tha shuttering. ‘Cone casing material: plastic, ‘Core matenal; St, 502, steel, asteariged ‘Lenght across Mats: 4O6v30mm, zl Smee cee ce sel al eh AREER lea eal) DORR heater terre! i ? ee eyH.K.L. SCAFFOLDING & FORMWORK PTELTD FKL, Enner Unit Wyn in only used a. Thare are two diarnoters for inner units ie, W Sua aod WO b. A— Panel thickness 1B — Inner unit chameter How to Order: ii sai pa rena pic a aig < » Plastic Cane 6 12nrim x WW S16) a PLASTIC CONE FOR BEAM How to Order: Picase specify panel thickness (4) and Inner, Unit diameter (By How to Order: Plastic Gann Dis OK TAPERED P CONE BEDDING PLUG it is Used t0 seal the ole which is made because the Cone i amoved after the conerete has set, For the laaning panel construe How to Order: Please specify panel thickness (A) Inner Unit diameter (8) and incline. Box Spanner D and B Tobe used to remove Cone. Pu Le ie] CS er]METAL FORM have considerably Dener material properties, such as the grEaer toughness strength necessary to ftings under ress, Drop-fargnd shuttering camponents wil stand ups much ienger te ost and they also alfer the benslits of a markedly higher load factor. D reat ype ace tee Lata eee I cet ce ear) aren erties De LnH.K.L. SCAFFOLDING & FORMWORK PTE LTD HKL a File RetNe 084-010-0223 MINISTRY OF MANPOWER WORKPLACE SAFETY AND HEALTH ACT Ss WORKPLACE SAFETY AND HEALTH (SCAFFOLDS) REGULATIONS: Ss s CERTIFICATE OF APPROVAL x gs AS AN APPROVED SCAFFOLD CONTRACTOR Og = Thesis to cantity that H.K.L. SCAFFOLDING & Fi ORK has been approved by the Commissioner for of carrying out the fw, an ing Met Sea under Workplace Satety agdicam (Scattokis) Regulasans: HO SIONG HIN COMMISSIONER FOR WORKPLACE SAFETY AND HEALTH SINGAPORE DR ale aeialbials aki aa me ace me cee al aaa 2 7 Email: hkistoldpsingnet.com.sg Cee rege irs)RY RY ape + ys: es Registry Building and Construction Authority Ret Rons M00 Saganore DGB 1 (COMFIDENTIAL Quiet BCA IO 87.1.8 ee 1800-3425222 (1800-dalbcal) Date 06-Dec-2011 Emat oa Ss pany Cperating Nowra = écSiam tm 40pm ¢Mon.Fry H.KL SCAFFOLDING & FORMWORK PTE LTO 49: JOO KOON CIRCLE Singancre 624068 Ati: Me LEE MUAY OK Bear Sir'Mactge RESULT OF ARRLICATION $ (4582 rotator ures 40-Now-2011 iY’ Oo 2 Simmer oe maka ta < O G Existing Applied BiorsheadWarkhead Description Application Type & s Grade sorveg SYI0 Metal & Timber Siuctures New Apobeation > = u Ls Ro a roe een at ney 24 Paget ete ms Tele Citek ace voir nes Bin Freya ‘al www. boa, poy.ng 4 Preote dock neate le coat us ame anos number ry ee tomer tetanic, ‘Yours faithfully ADELBERT MGW! (MA) SENIOR EXECUTIVE DEVELOPMENT OFFICER PROCUREMENT POLICIES DEPARTMENT for CHIEF EXECUTIVE OFFICER, BUILDING AND CONSTRUCTION AUTHORITY (This is a-camputer generated istber and requires no signature) ‘AFFOLDING & FORMWORK PTE LTD peer RCs) De enue) Se rc! eet ELE Email: hiklsfoldsingnat.com.sgH.K.L. SCAFFOLDING & FORMWORK PTE LTD HKL CERTIFICATE OF REGISTRATION The Occupational Safety and Health (OSH) Management System of H.K.L Scaffolding & Formwork Pte. Ltd. Ra 4%-Joo Koon Circle Singapore 629068 . oe has been audited and found to conform to oe SS 506: Part 1: 2009, S e BS OHSAS 18001 : Ny for the following actiyfiés xs Provision of Scaffold Services Date of Issue; 04 September 2078 Date of Expiry: 34 August 2018 Initial Certification: 01 September 2015 Certificate No. 765038 son75s a) LY poet Cen) Se Lee) fae mee 13 eet 17 eer Dern ‘OLDING & FORMWORK PTE LTD 29 SeedH.K.L. SCAFFOLDING & FORMWORK PTE LTD HKL CERTIFICATE OF REGISTRATION ‘The Quality Management Systems of H.K.L Scaffolding & Formwork Pte. Ltd. Ra 49 Joo Koon Circle Singapore 620068 . oe has been audited and found to conform to oe iy’ 1SO 9001:2008 =, e Y for the following ces Rey Provision of seat Services Date of Issue: 25 August eo Date of Expiry: 24 Auguat 2018 Initial Cerbfication: 25 August 2015 Certificate No, 707383 & soos xs & fc] | eee ace ea) peer RCs) Dee eo eee! Dee eae rd Fa: CEs Cee Le)a ee ee te el aaa ST HER CERTIFICATE & : Ss $ or The Workplace Safety and Health Council ow S is pleased to certify that < g 6 | Y rey a H.K.L. SCAFFOLDING & Form PTE LTO 2S hes fulfilled the requirements forBitain bizSAFE Level Star This certificate ter on 31/08/2018 (net, Awetees Winston Yew Deputy Director, indusiry Capability Bulicing ‘Werkplace Safety and Health Council : © Or o* x oe WSHCOLINGO” Cartiicate No. EX . « xs ss ¥ ¥ TITISUINES) Website: www.hklscaffolding.com.sg ued eee Ca ic Deen) Coe ee ton) :H.K.L. SCAFFOLDING & FORMWORK PTELTD FKL, Ke Oo mt S is] ce iy oc = ° Smee cee ce sel al eh Leet AMS dda aie DORR heater terre! ee CEE Cepe @ Peers reece tae Lda a) i 0 wi > i=} ia i Va =) ° Steet BRED co) Dh Rechal Alana eal eB astee oe dea aaa eee Fae De mane] Poe ee tanPea eae a Ve ON Ke Oo mt S is] ce iy oc = ° Smee cee ce sel al eh Leet AMS dda aie DORR heater terre! ee CEE Ce ute]Pasa cnoe tL & Pelee s saute ie KL STUN & Ronis ayo fo-4 Tuas South Street 10 Singapore 687099 oe che et CON esc en| Coens ee aeons Dea arc Ucar lace ee 4