150250_062421213_101B E_ BRIDGE 3-2

transcript

2500 1600

PIER "R"PIER "Q"

250016001600160016001600160016001600160016001600160016001600115016001600900160016001350160016001600160016001600160016002500

25001600

1600800 800

L PIER Q

L PIER R

2600500 1600 500

500 500

500 1600 500

129913412

500 1600 500

2500 1600

PIER "R"PIER "Q"

250016001600160016001600160016001600160016001600160016001600115016001600900160016001350160016001600160016001600160016002500

25001600

1600800 800

L PIER Q

L PIER R

2600500 1600 500

500 500

500 1600 500

129913412

500 1600 500

Bracing (tube Ø48),

1600 1600

300MAX

308VAR. MAX 450 CM

L VIADUCT

4750 8720 4750

R7000 R7000

6501300 651 1300

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 400 400 400 400 370 400 400 965

2440 1765 310 1765 2440

PIER "R"

MODULE "A"

PIER "R"PIER "Q"

291300308321336349363377391403412420427435444299317 308325330328325323321319320314

MODULE "B"MODULE "B"MODULE "B"MODULE "B"MODULE "B"MODULE "B"

MODULE "B"

MODULE "B"MODULE "B"

170048004800480048004800390043004800480048001700

50475050

1001220 1220 1220 890100

PIER "R"

17001697

MODULE "A"

PIER "Q"

291300308321336349363377391403412420427435444299317 308325330328325323321319320314

MODULE "B"MODULE "B"MODULE "B"MODULE "B"MODULE "B"MODULE "B"

MODULE "B"

MODULE "B"MODULE "B"

48034800480048004800390043004800480048001700

85048640

281 272262

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

info@harsco-i.it

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

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

worked: checked:drawn:

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: ....................................................................................

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.

pltwood (18mm.)

Read all relevant datasheets

Scale: 1:100PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R": CUPLOK/MKII/SPECIAL

800 80

Scale: 1:100PLAN VIEW: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R": BEAMS H20/PLYWOOD

Scale: 1:30BRIDGE NR. 3 - SPAN PIER R-S: MODULE" B"

Scale: 1:50TYPICAL SECTION A-A

Scale: 1:100SECTION 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: 1:100SECTION VIEW B-B: GENERAL ARRANGEMENT SPAN PIER "Q"- PIER "R"

1700480480480480480390430480480480170

80 8002

18219651

1700480480480480480390430480480480170

SPECIAL RIB MARK VD1BLACK TUBE

SPECIAL RIB MARK VD1 SEE DRAWING 150250_062421213-102A E

BLACK TUBE

SEE DRAWING 150250_062421213-102A E

SPECIAL RIB MARK VD1RALING POST

BLACK TUBE

CUPLOK

SEE DRAWING 150250_062421213-102A ESOLDIER MK2 H20 BEAM PLYWOOD 18 MM WOOD BOARDS 48 MM

Scale: 1:20Detail 2

Orthogonal coupler

ForkHead coupler

Screw Jack

Pipe Ø 48

150250_062421213_101B E_ BRIDGE 3-2

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