1
2500 1600 1700 PIER "R" PIER "Q" 50000 2500 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1150 1600 1600 900 1600 1600 1350 1600 1600 1600 1600 1600 1600 1600 1600 2500 4750 8719 4750 2500 1600 1600 800 800 600 7551 L PIER Q C L PIER Q C L PIER R C L PIER R C 7552 600 847 2600 500 1600 500 845 500 500 2600 647 1300 900 1300 1300 900 900 900 845 500 1600 500 647 1300 900 1300 1300 900 900 900 652 1300 900 1300 1300 900 900 900 3150 1125 1299 13412 843 600 500 1600 500 2600 0 0 600 2500 16 1700 PIER "R" PIER "Q" 50000 2500 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1150 1600 1600 900 1600 1600 1350 1600 1600 1600 1600 1600 1600 1600 1600 2500 4750 8719 4750 2500 0 1600 800 800 600 7551 L PIER Q C L PIER Q C L PIER R C L PIER R C 7552 600 847 2600 500 1600 500 845 500 500 2600 647 1300 900 1300 1300 900 900 900 845 500 1600 500 647 1300 900 1300 1300 900 900 900 652 1300 900 1300 1300 900 900 900 3150 1125 1299 13412 843 600 500 1600 500 2600 600 %UDFLQJ WXEH 1600 1600 300 MAX 2300 1000 1500 3000 308 VAR. MAX 450 CM L VIADUCT C 18220 300 1571 229 2100 4750 8720 4750 R7000 R7000 650 1300 651 1300 1125 3150 170 1125 3150 %UDFLQJ WXEH Jack max 400 mm, Concrete blocks by site, Cuplock forkhead, Jack max 300 mm Railing post SP_ Special Rib VD1 400 400 400 400 400 370 400 400 965 2440 1765 310 1765 2440 300 2300 3000 230 PIER "R" 1700 M PIER "R" PIER "Q" 291 300 308 321 336 349 363 377 391 403 412 420 427 435 444 299 317 308 325 330 328 325 323 321 319 320 314 MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" 1700 4800 4800 4800 4800 4800 3900 4300 4800 4800 4800 1700 50 4750 50 100 1220 1220 1220 890 100 50000 8504 350 PIER "R" 1700 1697 MO PIER "Q" 291 300 308 321 336 349 363 377 391 403 412 420 427 435 444 299 317 308 325 330 328 325 323 321 319 320 314 MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" MODULE "B" 4803 4800 4800 4800 4800 3900 4300 4800 4800 4800 1700 8504 8640 50000 1700 281 272 262 2600 350 300 drawn: Scale: Client: Name Date worked: Drawing-No.: CAD-File: Project: remark: checked: Via Isonzo 9 , I - 22078 Turate ( CO ) Telefono +39.02.969731 BRAND ITALIA S.p.A. Telefax +39.02.96754099 [email protected] www.beis-italia.it Filiale Centro - Sud Via Volturno 7, int.15 00185 Roma (RM) Telefono +39.06.4885276 Telefax +39.06.4828519 RIYAD METRO PROJECT BRIDGE 3 CUPLOCK, MKII, SPECIAL 150250_062421213_101BE (2/4) VARIES UF 21/04/2016 SIRNA 21/04/2016 LANTICINA 21/04/2016 150250_062421213_101B E_ BRIDGE 3.dwg Shop drawing for construction This drawing is valid only with the associated assembly instructions. Measurements have to be verified on site. Index Revision Date A B worked: checked: drawn: 0 EMISSIONE 24/03/2016 UF GL G.Maran VARIAZIONE COMPISIZIONE 21/04/2016 FS SIRNA LANTICINA Bracing Detail 2 G.Maran Drawing Notes 1. Harsco Infrastructure Copyright This drawing is the copyright of Harsco Infrastructure. No unauthorised use, copy or disclosure is to be made and it is to be returned upon request.The drawing is supplied subject to the company's standard conditions as applicable. Harsco Infrastructure reserves the right to amend drawing details and material components subject to stock availability. 2. Basis of Design This drawing has been prepared from information supplied to us by, or on behalf of the Customer, who should check that we have correctly interpreted his requirements and that all loadings, dimensions, details, erection, pouring and striking sequences etc. are as required and practicable. The following documents have been used to prepare this scheme:- Customer Drawings: .................................................................................... Customer Drawings: .................................................................................... Design Brief: .................................................................................... Customer Method Statement: .................................................................................... Other Information: .................................................................................... This drawing has been prepared in accordance with Harsco Infrastructure Equipment Datasheets, Formwork, A Guide to Good Practice (Concrete Society) 2nd Edition, CIRIA Report 108 Concrete Pressure on Formwork, as well as the relevant statutory provisions and Codes of Practice. To enable us to complete this drawing, we have allowed for the following:- ....................................................................................................................................... ....................................................................................................................................... ....................................................................................................................................... ....................................................................................................................................... The Customer is to check and confirm that we have correctly interpreted his requirements. The Customer is directed to the Members Area of our website where all the latest Product Datasheets, CAD blocks, Animations, and other useful technical information is available to download. Please visit www.harsco-i.com and follow the links for details. 3. Applied Loads Applied loads (unless otherwise indicated) where applicable:- Falsework Self Weight of Concrete N1Pñ Self Weight of Formwork N1Pð Live Load varies N1Pð WR N1Pð DV SHU %6 Formwork Maximum Concrete Pressure allowed N1Pð Concrete Type (CIRIA 108) ............... Concrete Temperature & Rate of Rise ...............m/hr Access Working Lifts 1R #N1Pð Additional Lifts 1R #N1Pð Hop-Up Brackets 1R #N1Pð Wind Wind loads where applicable, have been calculated in accordance with BS 6399. Max. Design Wind )RUFHN1Pð 4. Timber No timber is supplied by Harsco Infrastructure unless specifically stated. Where Harsco Infrastructure does not supply, the design & supply of timber is the responsibility of the Customer. To enable us to complete this drawing the following properties (based on Formwork, A Guide to Good Practice), have been allowed for as the Customers Timber(s): Main bearers ...................................... Secondary bearers ...................................... Walings ...................................... Other(s) ...................................... Timber Grade allowed ...................................... Plywood ......................................with face grain orientated parallel to span. 5. Formwork THE CUSTOMER IS RESPONSIBLE FOR ENSURING THAT ALL HARSCO INFRASTRUCTURE COMPONENTS THAT COME INTO CONTACT WITH CONCRETE ARE TREATED WITH CHEMICAL RELEASE AGENT PRIOR TO EACH USE. 6. Foundations/Support Unless otherwise noted, no soleplates or other means of spreading the imposed loads are supplied by Harsco Infrastructure. Where Harsco Infrastructure equipment is supported, suspended, anchored or tied to an existing structure or the ground, the Customer must ensure that the structure or ground is adequate to safely support the additional imposed loads. 7. Modification This drawing has been prepared using the Safe Working Loads of the Harsco Infrastructure components specified. No alteration to components, assembly, loading or any other aspect must be made without the expressed written authority from Harsco Infrastructure. 8. Tying & Bracing The Customer is responsible for ensuring all structures remain adequately tied and/or braced to carry the load and ensure stability. No ties or braces are to be removed or altered in any way without the expressed written authority from Harsco Infrastructure. Where Harsco Infrastructure is supplying equipment only, the supply & fixing of all necessary ties is the responsibility of the Customer. 9. Temporary Working Platforms Unless specifically stated it is considered that any other working platforms (for erection or dismantling purposes), will be designed, supplied and fitted by the Customer. 10. Design Output This drawing should be read in conjunction with :- ................................................................................................................................................................................ ................................................................................................................................................................................ Unless indicated otherwise, all loads shown are not factored. Maximum calculated Leg Load =...............kN Lift positions and bracing frequency to be as shown. Maximum calculated Tie Load =...............kN Tie Type :-................................ Tie spacing to be as shown on drawing. Note, method of assessment of loads in tie rods allows for elongation of ties and not continuity. Ref. Formwork, A Guide to Good Practice 2nd Edition 3.8.2. Unless a specification for tolerance has been provided, deflection has been limited to 1/270th of the maximum span of each member. Maximum weight of formwork unit = ................kg Maximum weight of table unit = ................kg 12. Eccentricity All legs are to be erected plumb and loaded concentrically to the general tolerances given in BS5975:2008 section 20 "Work on Site" (unless noted otherwise). 13. Obligation, Responsibilities & CDM This drawing constitutes Harsco Infrastructures Risk Assessment in accordance with Regulation 11 of the current CDM Regulations 2007. The elimination of general risk in the use of temporary works is by use of good practice. Guidance can be found within relevant Codes, HSE publications and Guides. Wherever possible, risk is designed out of this proposal during the design process. ************DO NOT TAKE RISK ! - IF IN DOUBT, ASK************ 236491, 92,93 ,94,95,96 = None Supplied = Read all notes Customer must check and confirm all dimensions All timber work to be designed, supplied and fixed by customer. = 00 0 00 0 = = = = = = = = = = = = pltwood (18mm.) Read all relevant datasheets = 0.0 Scale: 1:100 PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R": CUPLOK/MKII/SPECIAL 800 80 Scale: 1:100 PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R": BEAMS H20/PLYWOOD Scale: 1:30 BRIDGE NR. 3 - SPAN PIER R-S: MODULE" B" Scale: 1:50 TYPICAL SECTION A-A Scale: 1:100 SECTION VIEW C-C: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R" ** NOTE :- All Scaffold Couplers must be tightened up to a torque of 7 kg.m (50ft.lbs) Base & Head Plate with Universal Jack Cuplok Standard Cuplok Ledger Cuplok Ledger Cuplok Std. Cuplok Standard Cuplok Ledger Fixed Forkhead with Universal Jack Clamps to butt against Forkhead MKII Soldier to 186 Forkhead (2No. Universal Clamp) Scale: 1:100 SECTION VIEW B-B: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R" 1700 480 480 480 480 480 390 430 480 480 480 170 80 8002 60 7551 60 18219 651 130 90 130 130 90 90 90 96 646 130 90 130 130 90 90 90 96 3155 113 17 113 315 1700 480 480 480 480 480 390 430 480 480 480 170 A A A A A A A A SPECIAL RIB MARK VD1 BLACK TUBE SPECIAL RIB MARK VD1 SEE DRAWING 150250_062421213-102A E BLACK TUBE SEE DRAWING 150250_062421213-102A E SPECIAL RIB MARK VD1 RALING POST BLACK TUBE CUPLOK SEE DRAWING 150250_062421213-102A E SOLDIER MK2 H20 BEAM PLYWOOD 18 MM WOOD BOARDS 48 MM B B C C B B C C B Scale: 1:20 Detail 2 Orthogonal coupler ForkHead coupler Screw Jack 3LSH
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