18222
9111
9111
648
1302
900
1300
1300
900
900
900
37000
2500 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 2500
648
1302
900
1300
1300
900
900
900
7549
600
800 800
851125
3150
565560
2940
210
170048004800480048004800480048001700
PIER "S"PIER "R"
SCAFFOLD TUBE 48X3,2
7551
599
2500160016001600 L PIER R
C
L PIER R
C
L PIER S
C
7552
600
846
843
847
2600500 1600 500
647
1300
900
1300
1300
900
900
900
845
500 1600 500
600
13411
18222
9111
9111
648
1302
900
1300
1300
900
900
900
37000
2500 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 2500
648
1302
900
1300
1300
900
900
900
7549
600
800 800
851125
3150
565560
2940
210
170048004800480048004800480048001700
PIER "S"PIER "R"
SCAFFOLD TUBE 48X3,2
7551
599
2500160016001600 L PIER R
C
L PIER R
C
L PIER S
C
7552
600
846
843
847
2600500 1600 500
647
1300
900
1300
1300
900
900
900
845
500 1600 500
600
13411
PIER "S"PIER "R"
1700 4800 4800 4800 4800 4800 17004800
8493
350
2100
300
1697
250
50
MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A"
4800
150
150
MODULE "B"
4803
8640
800 1600 1600 800
150
281 272262
MODULE "A"
MAX 300
2300
1000
1500
3000
MAX 45 CM Concrete blocks by site,
Cuplock ledger,
Cuplock Post,
Bracing (tube Ø48),
L VIADUCT
C
SECTION TYPE "E"
18220
300
1571
229
2100
4750 8720 4750
R7000 R7000
650130090013001300900900900 651 1300 900 1300 1300 900 900 900
11253150 170 1125 3150
Bracing (tube Ø48),
Jack max 400 mm,
Concrete blocks by site,
Cuplock forkhead,Jack max 300 mm
Railing post
SP_ Special Rib VD1400 400 400 400 400 370 400 400 370
2440 1765 310 1765 2440
300
2300
1000
1500
3001
396150
SOLDIER MK2,
298 298
PIER "S"PIER "R"
1700 4800 4800 4800 4800 4800 4800 4799
MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A" MODULE "A"
PIER "R"
MODULE "B"
17004800
300
drawn:
Scale:Client:
NameDate
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
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 (1/4)
VARIES
UF21/04/2016
SIRNA21/04/2016
LANTICINA21/04/2016
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 COMPOSIZIONE 21/04/2016 UF SIRNA LANTICINA
Bracing detail 1 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 24.5 kN/m³
Self Weight of Formwork 0.50 kN/m²
Live Load varies 1.50kN/m² to 2.50kN/m² as per BS 5975:2008.
Formwork Maximum Concrete Pressure allowed ...............kN/m²
Concrete Type (CIRIA 108) ...............
Concrete Temperature ...............°C
Rate of Rise ...............m/hr
Access Working Lifts ...............No. @...............kN/m²
Additional Lifts ...............No. @...............kN/m²
Hop-Up Brackets ...............No. @...............kN/m²
Wind Wind loads where applicable, have been calculated in accordance with BS 6399. Max. Design
Wind Force...............kN/m²
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: 1:100PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "S"- PIER "R": CUPLOK/MKII/SPECIAL
800 80
Scale: 1:100PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "S"- PIER "R": BEAMS H20/PLYWOOD
Scale: 1:100 SECTION B-B: GENERAL ARRANGEMENT SPAN PIER "S"- PIER "R"
Scale: 1:30BRIDGE NR. 3 - SPAN PIER R-S: MODULE A GENERAL ARRANGEMENT
Scale: 1:50TYPICAL SECTION A-A
Scale: 1:100SECTION C-C: GENERAL ARRANGEMENT SPAN PIER "S"- PIER "R"
1600 160
** 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)
4751
872
475
SPECIAL RIB MARK VD1
SPECIAL RIB MARK VD1
SOLDIER MK2
SOLDIER MK2
CUPLOK
SEE DRAWING 150250_062421213-102A E SEE DRAWING 150250_062421213-103A E
SEE DRAWING 150250_062421213-102A E SEE DRAWING 150250_062421213-103A E
SOLDIER MK2 H20 BEAM PLYWOOD 18 MM WOOD BOARDS 48 MM
A
A
A
A
A
A
A
A
SEE DRAWING 150250_062421213-102A E SEE DRAWING 150250_062421213-103A E
BB
CC
B
Scale: 1:20Detail 1
Orthogonal coupler
ForkHead coupler
Screw Jack
Pipe Ø 48
