Thuyết minh biện pháp thi công cọc ván thép bằng cọc cừ L4 (Tiếng anh)

Thuyết minh biện pháp thi công cọc ván thép trụ cầu đường sắt đô thị thành phố Hà Nội (Tiếng Anh)

Trang 1

DAELIM INDUSTRIAL CO., LTD

METHOD STATEMENT PROJECT: HANOI PILOT LIGHT METRO LINE

Section Nhon - Hanoi Railway Station

PACKAGE: LINE-ELEVATED SECTION PACKAGE NUMBER: HPLMLP/CP-01

METHOD STATEMENT FOR SHORED EXCAVATION

Location: Tu Liem, Cau Giay, Dong Da and Ba Dinh – Ha Noi City

PROJECT IMPLEMENTATION CONSULTANT: SYSTRA S.A

January, 2015

Project Reference: DLM-IMP-PPG-WVO-J07-00001-E-1A

Trang 2

PROJECT: HANOI PILOT LIGHT METRO LINE

Section Nhon - Hanoi Railway Station

PACKAGE: LINE-ELEVATED SECTION PACKAGE NUMBER: HPLMLP/CP-01

METHOD STATEMENT FOR SHORED EXCAVATION

Location: Tu Liem, Cau Giay, Dong Da and Ba Dinh – Ha Noi City

PROJECT IMPLEMENTATION CONSULTANT (SYSTRA S.A.)

Trang 3

Contractor Approval / Revision Record Sheet

Revision

Contractor specific comments:

Trang 4

1 INTRODUCTION OF PROJECT 6

1.1 INTRODUCTION 6

2 SCOPE OF WORK 6

2.1 GENERAL 6

2.2 SCOPE 7

2.3 REFERENCE 7

3 CONSTRUCTION PROCEDURE 8

3.1 QUANTITY OF WORK 8

3.2 REFERENCE TO BORE HOLE 17

3.3 SCHEDULE OF WORK 21

4 PERSONNEL ORGANIZATION 22

4.1 PERSONNEL ORGANIZATION FOR MAIN CONTRACTOR 22

4.2 PERSONNEL ORGANIZATION FOR SUB – CONTRACTOR SPECIAL BRIDGE 23

4.3 PERSONNEL ORGANIZATION FOR SUB – CONTRACTOR TYPICAL BRIDGE 24

5 MATERIALS, EQUIPMENT AND MANPOWER 25

5.1 MATERIALS 25

5.2 EQUIPMENT 25

5.3 MANPOWER 26

6 CONSTRUCTION METHOD 27

6.1 CONSTRUCTION FLOW CHART 27

6.2 DETAIL OF CONSTRUCTION METHOD 28

6.2.1 MOBILIZATION AND PREPARATION WORKS 28

6.2.2 CONSTRUCTION OF COFFERDAM (STEEL SHEET PILES) 28

6.2.3 CONSTRUCTION OF COFFERDAM (STEEL SHEET PILES) 29

6.2.3.1 Excavation Stage 1: About install struts and wales 29

6.2.3.2 Excavation Stage 2: Excavation by machine until design level and hauling out of excavated material 30 6.2.3.3 Excavation Stage 3: Trimming and leveling work 30

6.2.3.4 Construction for temporary drainage system (Dewatering) 30

6.2.3.5 Cleaning up site 30

7 QUALITY CONTROL 31

8 HEALTH, SAFETY AND ENVIRONMENT CONTROL 31

8.1 HEALTH AND SAFETY CONTROL 31

8.2 ENVIRONMENT CONTROL 32

8.3 HAZARD ANALYSIS 32

9 TRAFFIC CONTROL 33

10 APPENDIX 33

10.1 APPENDIX 1: METHOD DRAWING 34

10.1.1 SHORED EXCAVATION METHOD DRAWING FOR TYPICAL BRIDGE 34

10.1.2 SHORED EXCAVATION METHOD DRAWING FOR SPECIAL BRIDGE 34

10.2 APPENDIX 2: INSPECTION AND TESTING PLAN 35

10.3 APPENDIX 3: TYPICAL SCHEDULE FOR SHORED EXCAVATION OF 01 PILE CAP 36

Trang 5

Abbreviations MRB Hanoi Metropolitan Railway Management Board

PIC Project Implementation Consultant (SYSTRA S.A.)

DLM Daelim Industrial Co., Ltd

Project References

1 DLM-IMP-PPG-WVO-J07-00001-E-1A Method statement for shored excavation

Trang 6

1 INTRODUCTION OF PROJECT

1.1INTRODUCTION

Hanoi Pilot Light Metro Line, section Nhon - Hanoi Railway Station is a major project for Hanoi City.According to the Hanoi Transportation Master Plan till 2020, total length of HPLML (Line 3) shall reach21,5km from Nhon to Hoang Mai.The first phase of this line, and part of this Contract is from Nhon toHanoi Railway Station, with about 8.5 km elevated section and 4.0 km underground section This lineincludes 12 stations (with 8 elevated and 4 underground stations) The Depot is located at Nhon with area

of 150,550m2

The CP01 Contract’s work scope is Viaduct Line at Elevated Section, including the construction ofviaduct structures which link along the National Road No32, Ho Tung Mau, Xuan Thuy, Cau Giay andinterfaces with underground section at the beginning of Kim Ma Street The contract shall be completedand within 30 months from the date of the Commencement Date

Both metro and structure alignment follow the current and/or planned median road Viaduct structures aredivided into standard viaducts which cover most of the elevated section and special viaducts where long orspecial spans are required to pass over major constraints (2nd Ring Road, 3rd Ring Road, Nhue River).Other non-typical structure consists in Cross Over (metro line requires switches), ramps to depot andunderground sections and Y-bridge (branches off to depot) The overview of the project is shown in photobelow:

Shored Excavation shall be undertaken in accordance with clause “3.4 - Shored excavation, Part II,Chapter II-2” of Technical Requirement This method is generally applied to Shored excavation to thedesign bottom elevation for all pile caps using shoring system

Trang 7

This method also includes disposal of unsuitable excavated material, dewatering works and related works

to be free from the accumulation of ground water and artificial runoff water inside excavated area ShoredExcavation shall be done in accordance with the perimeters and slope as indicated on the approvedworking drawing

2.2SCOPE

The Contractor shall set up and submit method of shored excavation The Contractor can adjust methodfor shored excavation in accordance with the actual condition on the site or at the direction of ConsultantEngineer All adjustments will be reviewed and approved by the Consultant Engineer, Employer

After obtaining consent from the Consultant Engineer, Employer, the Contractor will carry out shoredexcavation

Shored excavation part including:

 Shored excavation for pilecap type I (Standard pile cap)

 Shored excavation for pilecap type II (Cantilever pile cap)

 Shored excavation for pilecap type III (Special pile cap)

The Contractor will use method of excavation works of foundation pit by excavator and manpower

2.3REFERENCE

Reference document:

- Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Section 3 Earthwork.

- Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Sub-Section 3.4.Shored excavation

-Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Sub-Section 3.3.Common excavation.

- Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Sub-Section 3.5 Preparation andinspection of foundations

- Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Sub-Section 3.8 Grade preparation.

- Contract Package 04/2014/HD-TCXD, PART II - Chapter II-2, Sub-Section 3.9 Water Control

- Construction Management Plan, document No : DLM – IMP – PPG – ZCO – J00 – 00001 – E

- Quality Plan, document No : DLM – IMP – PPG – ZPQ – J00 – 00001 – E

- Delivery Management Plan, document No: DLM – IMP – PPG – ZPO – J00 – 00001 – E

- Traffic Management Plan, document No: DLM – IMP – PPG – ZPO – J00 – 00004 – E

- H&S Management Plan, document No: DLM – IMP – PPG – ZSO – J00 – 00003 – E

- Environment Management Plan, document No: DLM – IMP – PPG – ZSO – J00 – 00002 – E

- Security Management Plan, document No: DLM – IMP – PPG – ZSO – J00 – 00001 – E

Trang 8

3 CONSTRUCTION PROCEDURE

3.1QUANTITY OF WORK

The estimated quantity is as followings table Below quantity is only reference Final quantity shall becalculated in accordance with approved working drawing Topographic survey of original ground whichhad been approved shall be applied to calculate the quantity for structure excavation

Trang 9

No Type of bridge Pier

Trang 10

Width (m)

Trang 11

Width (m)

Trang 15

Width (m)

Trang 17

3.2REFERENCE TO BORE HOLE

Based on alignment geological borehole, we have reference table of geological boreholes in accordance

Trang 18

with pier position Reference table is established for piers of Typical Bridge and Special Bridge.

With dimension, depth and geology of borehole at position of piers, Contractor calculated and proposedall piers in alignment have to use sheet piles cofferdam during excavation process

Also, at position of pier caps with dimension (10.9x7.4x3.5m và 5.6x4.8x3.0m), Contractor use bracingsystem inside steel piles cofferdam

Dimension, sheet pile cofferdam lay out, scope of application spreadsheet for all kinds of pier cap onTypical Bridge is shown in the attached drawing in section 10.1.1

Dimension, sheet pile cofferdam lay out, scope of application spreadsheet for all kinds of pier cap onSpecial Bridge is shown in drawing DLM-IMP-GPV-WVO-JOO-10003-B and DLM-IMP-GNS-WVO-JOO-10018-B (attached in section 10.1.2)

Spreadsheet for pier cap in the most unfavourable when constructing pier cap with cofferdam withoutwales & struts inside, will be submitted separately

Spreadsheet for pier cap in the most unfavourable when constructing pier cap with cofferdam and wales &struts inside, will be submitted separately

Trang 19

Organic silt, firm/Bụi lẫn hữu cơ, dẻo mềm

Lean clay,very Stiff /Sét dẻo thấp dẻo cứng

Lean clay,firm/Sét dẻo thấp dẻo mềm

Organic silt: soft/Sét dẻo thấp dẻo chảy,

Layer 3/Lớp 3

Lean clay with some organic,firm /Sét dẻo thấp, đôi chỗ lẫn ít hữu cơ dẻo mềm

Layer 2/Lớp 2

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/ Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Trang 20

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/ Đất lấp

Layer 2/Lớp 2

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Lean Clay, Stiff-very stiff/Sét dẻo thấp nửa cứng

Layer 3/Lớp 3

Organic silt:

soft-firm/Sét dẻo thấp dẻo chảy, mềm

Organic silt, firm/Bụi lẫn hữu cơ,dẻo mềm

Organic silt, Stiff/cát lẫn bụi, xốp- rất xốp

Organic silt, firm/Bụi lẫn hữu cơ,dẻo mềm

Organic silt: soft- firm/Sét dẻo thấp dẻo chảy, mềm

Cobble,Gravel with sand, very dense/Cuội sỏi, lẫn cát, rất chặt

Organic silt ,firm/Sét dẻo thấp dẻo mềm

Silt sand,medium dense/Cát lẫn bụi,chặt vừa

Organic silt firm/Sét dẻo thấp dẻo mềm

Organic silt ,firm/Sét dẻo thấp dẻo mềm

Silt sand,medium dense/Cát lẫn bụi,chặt vừa

Trang 21

Reference to

Special bridge/Cầu đặc biệt

Silt sand, medium dense/Cát lẫn bụi,chặt vừa

Organic silt, firm/Bụi lẫn hữu

cơ, dẻo mềm

Lean clay, firm /Sét dẻo thấp dẻo mềm

cơ, dẻo mềm

Organic silt: soft- firm/Sét dẻo chảy, dẻo mềm

cơ, dẻo mềm

Made ground/

Đất lấp

Made ground/

Đất lấp

Layer 3/Lớp 3

Organic silt:

soft/Sét dẻo thấp dẻo chảy

Lean clay,very Stiff /Sét dẻo thấp

Lean clay, firm /Sét dẻo thấp dẻo mềm

Layer 2/Lớp 2

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Lean Clay, Stiff-very stiff/Sét dẻo thấp nửa cứng

Organic silt firm/Sét dẻo thấp dẻo mềm

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Made ground/

Đất lấp

Trang 23

4 PERSONNEL ORGANIZATION

4.1PERSONNEL ORGANIZATION FOR MAIN CONTRACTOR

HEAD OFFICE ↑ SITE OFFICE ↓

SITE ENGINEER

QUANTITY SURVEYOR

CONTRACT

M ANAGER (CHOI,JAE-HOON)

PROGRAM M E TEAM CONTRACT TEAM

PLANNING DEPARTM ENT PLANNING M ANAGER DEPUTY PROJECT M ANAGER (CHOI,JAE-HOON)

COST CONTROL

M ANAGER (LEE,CHUNG-HEE)

ADM M ANAGER (KWON,YONG-SHIK)

CASHIER

(DOAN HUU KHOAT)

CLERK (NG T THANH)

CHIEF CIVIL ENGINEER (SƠN TRẦN NGỌC)

SPECIAL BRIDGE CHIEF CIVIL

ENGINEER (T T HUY) ACCOUNTING TEAM

LEAD OF

GEOTECHNICAL

(ĐẠI TRỊNH XUÂN) (TÚ NGUYỄN M INH)

(NG X HAI)

(NG V PHONG)

INTERFACE COODINATE

(HOÀ PHẠM THÁI) (KHIÊM TRẦN ĐĂNG)

CHIEF SURVEYOR (T TRUNG THANH) DESIGN TEAM

(Control Environment)

SAFETY SUPPORTERS

H/S ENGINEER (TOÀN NGUYỄN KHÁNH)

H/S ENGINEER (NGUYỄN VĂN TỚI)

ENVIRONM ENT ENGINEER

SECURITY OFFICE SECURITY GUARDS

(Control Security , health and safety)

FLAGM EN

COST CONTROL TEAM

SITE SECURITY M ANAGER

(Control Traffic, health and safety)

PROJECT M ANAGER (SEO,YOUNG-HWA)

ADM INISTRATION M ANAGER (HEO,SEON-HAENG)

SUPERVISOR

CHIEF ACCOUNTANT (T H ANH)

M ATERIAL PURCHASER

CHIEF OF LABORATORY

QC CHIEF ENGINEER (T M KHANH)

LABORATORY STAFF (TÚ TRẦN ANH)

CONSTRUCTION M ANAGER (OH,SEUNG-JONG) ENV/SUPPORTERS

QA / QC DEPARTM ENT QUALITY ASSURANCE M ANAGER

(G B NGOC)

QUALITY CONTROL TEAM

HEALTH & SAFETY M ANAGER (V V THUY)

(NG NG TRÌNH)

CHIEF STR ENGINEER

(D TUNG)

(HOANG TIEN TRUNG)

ADM INISTRATION DEPARTM ENT

(PHƯƠNG NGÔ GIA)

(T T TINH)

Trang 24

4.2PERSONNEL ORGANIZATION FOR SUB – CONTRACTOR SPECIAL BRIDGE

Construction Team/

Bộ phận thi công

Mr Trần Hữu ThắngPhone: 0983-899-315

Mechanical Team/

Bộ phận máy thi công

Mr Cao Tiến SơnPhone: 0985-320-691

Tổ thi công đào

Traffic AssuranceTeam/

Tổ Đảm bảo giao thông

Planning,QS Team/

Bộ phận Kế hoạch, khối lượng

Mr Lê Thăng QuânPhone: 01683-636-867

Sheet pile Team/

Tổ cọc ván thép

GIÁM ĐỐC ĐIỀU HÀNH DỰ ÁN

Mr.Lê Lệnh BắcPhone: 0913253582

Trang 25

4.3PERSONNEL ORGANIZATION FOR SUB – CONTRACTOR TYPICAL BRIDGE

GIÁM ĐỐC ĐIỀU HÀNH DỰ ÁNMr.Nguyễn Tuấn AnhPhone: 0989059379Email: tuananhsd73@gmail.com

PHÓ GIÁM ĐỐC BAN ĐIỀU HÀNHPhụ trách quản lý thi công, ATLĐ, đảm bảo giao

thôngMr: Trần Ngọc QuýPhone: 0979267723Email: ngocquyc14@gmail.com

PHÓ GIÁM ĐỐC BAN ĐIỀU HÀNHPhụ trách kế hoạch, thanh toán, kỹ thuật

Mr: Đào Đức HuynhPhone: 0913060752

BỘ PHẬN KẾ HOẠCH, KHỐI LƯỢNG

Mr Bùi Quang VinhPhone: 0949393492

BỘ PHẬN MÁY THI CÔNG

Mr Đỗ Đường TúPhone: 0974112422

Mr Nguyễn Trung KiênPhone: 0979898568

Mr Lê Văn Tuấn

Phone:0972405191

Mr Nguyễn Sỹ ThườngPhone:016689912487

Mr Nguyễn An QuangPhone:01689615196

Mr Nguyễn Văn ĐôPhone:0918488598

Mr Trần Văn CườngPhone:0972405191

Mr Đàm Quang ChiếnPhone:0984322270

Mr Nguyễn Văn HùngPhone:0936672916

Định dạng
Số trang	37
Dung lượng	1,14 MB