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4、塔吊附墙方案/Anchorage Of Tower Crane5、装修策划/Finishing Work Plan 6、临水临电方案 Temporary Hydraulic & Electric plan... 2.INTEGRATED SELF CLIMB SCAFFOLDINTEGRATED SELF CLIMB SCAFFOLD... 2.INTEGRATED

SUNWAH PEARL

PROJECT 装修实施策划报告

http：//cscec-sea.com

中国建筑（东南亚）有限公司

编制：李墩安

目 录

CONTENTS

01

03 04 05 06

project brief

construction method

construction schedule construction resource quality&HSE management

project brief 1

项目简介 PROJECT PROFILE

project organization chart

2

Main construction method

3

4、塔吊附墙方案/Anchorage Of Tower Crane

5、装修策划/Finishing Work Plan

6、临水临电方案 Temporary Hydraulic & Electric plan

SITE OFFICE Set up the office on the SAIGON PEARL side Move the office to the 3F(refer to the site drawing）

WORKERS QUARTERS Subcontractors to solve the dorm problems.

TOWER CRANE Four tower cranes are arranged（2 pcs 6018，2 pcs D5522）Refer to the master plan

ROAD Local roads use precast slab, cast concrete, and the original road combination consideration.

TEMPORARY BUILDING PLAN

1.MASTER PLAN

MASTER LIAN

1.MASTERIAL PLAN

SITE OFFICE LAYOUT ON 3F OFFICE &MATERIAL STORE LAYOUT ON B1F

EQUIPMENT LIST

MIXING STATION CAPACITY CALCULATION

2.INTEGRATED SELF CLIMB SCAFFOLD

INTEGRATED SELF CLIMB SCAFFOLD

2.INTEGRATED SELF CLIMB SCAFFOLD

Tower 1 SCAFFOLD LAYOUT

3D DISPLAY

FLAP PROTECTION

The concrete strength of the wall

structure attached to the hanging wall

must reach or exceed 10MPa before

lifting The strength of the second

layer from top to bottom reaches

15MPa, and the strength of the third

layer reaches 20MPa

According to the actual situation of

the site, the leveling frame can be

installed at 7F first, and the rest part

can be assembled on the ground and

then use tower crane to install.

The position of 8F does not need to be embedded in advance From 9F, the screw hole

of the attached wall fixed guide seat is reserved From 10F, the screw hole of the

upper hanging wall is reserved.Consider piercing the aluminum mold.

8F

10F 9F

11F 12F

2.INTEGRATED SELF CLIMB SCAFFOLD

<1>Level Frame Build

<3>a.Synchronous Installion of upright

tube and horizontal truss

<2>Installation of bottom operation

b.Install guide rail support and the

2th&3th safety nets

c.Splicicing of upright tubes

<5>Installation of lateral net

<6>a.Connection between guide rail

link and operatingplatform

b.Fasten the attached wall fixed

guide seat and guide rail

2.INTEGRATED SELF CLIMB SCAFFOLD

<7>a.Underslung truss mounting

b.Underslung point mounting

c.Installation of hanging seat

on chain block

<8>a.Bottom connection plate

and seal flap installion

b.Kick board installation

<9>.Install the operating

platforms of 4 th &5 th

Floors and lateral guide net

<10>.Insert the installation synchronously

for piece,seal flap,kick board and guide seat

,adjustable positioning device,etc.

<11>.Install intelligent lifting

system

2.INTEGRATED SELF CLIMB SCAFFOLD

waste, low carbon emission reduction, and convenient support system.

Aluminum formwork standard

Concrete standard

3.ALUMINUM FORMWORK

THE THICKNESS OF THE WALL CHANGE

key

L26-32 L20-L26 L14-L20 L7-L14

L32-38 L38-44 L44-TOP

500 600 +300 500 400 450

500 +300 500/ 400 300 400

550 +300 500/ 450 350

400 +300 500/ 350 250 350

400+300 500/ 300 250 300

350 +300 500/ 250 250 300

300 +300 500/ 250 250

250

ALUMINUM FORMWORK RE-DESIGN

There is a small section of masonry between the column and the exterior wall, which is design into concrete

A small portion of the exterior wall bulges out of the masonry and deepens into concrete

ALUMINUM FORMWORK RE-DESIGN

SCHEDULE TO TYPICAL FLOOR

ALUMINUM FORMWORK ACCEPTANCE STANDARD

1 Acceptance error range:

Wall column: vertical [0,4]mm, Flatness [0,4]mm,

Inside and outside corners [-3,3]mm Section size [-3,+5]mm;

Floor thickness [-3,+5]mm Door opening size [-5,+5]mm:

Door opening flatness [0,3]mm Ceiling level [0,+5]mm

Ground level: [0,4]mm Beam side verticality [0,+2]mm;

Beam positioning deviation [0,+2]mm Founder] [0, + 5 mm

The clear height of [8] mm Cumulative deviation degree of control

Line [0,+2]mm

4 Anchorage Of Tower Crane

Tower 3&4 ANCHORAGE SECTION

TC3 and TC4 anchor at 8F、16F、23F、30F、38F、 45F。 TC1 and TC2anchor at 6F、11F、17F、22F

、 27F、32F、40F，additional TC1 anchor at 44F、 47F。

5.FINISH WORK PLAN

1#KERB LAYOUT

KERB DETAIL

BALCONY,HANDRAIL AND WATER DRIP

The balcony is not closed, the drip line install when plastering

WATER DRIP

Water Drip Detail

JZM 350 MIXER-8

FORKLIFT（3t）-30台

MORTAR PUMP2-3立方米/h

BRICK WORK

THE RATIO OF BRICK WORK

BRICK WORK DETAIL

THE OPENNING DETAIL

BRICK WORK LAYOUT

BRICK WORK LAYOUT

TEMPORARY TOILET

FINISH WORK PLAN

Masonry model SAMPLE FLOOR（T1—8F）

WATER STOP METHOD

"Dry area" includes elevator hall

and indoor rooms

•Plagging position: The reserved

hole of kitchen flue,survey hole

,formwork transfer hole, Water and

electricity well reserve hole, the

wind well.

The drainage position：Elevator

shaft, balcony drain hole, toilet

drain hole, kitchen drain pipe.

The "wet area" is fire stairs and external walls

•Plagging position：Rest platform kerb, tube side seal

•The drainage position：Exterior walls, stair platforms.

•Divide the floor into two areas: dry area and wet area; "Dry area"

includes elevator hall and indoor rooms; The "wet area" is fire stairs and external walls; The closure and drainage method is adopted in the dry area and the drainage system is adopted in the wet area.

WATER STOP METHOD

WATER STOP METHOD

Hydraulic & Electric Temporary

GF TEMPORARY ELECTRIC LAYOUT GF TEMPORARY HYDRAULIC LAYOUT

Hydraulic & Electric Temporary

4

STRUCTURE SCHEDULE

FINISHING SCHEDULE

MEP SCHEDULE

CONSTRUCTION RESOURCE

六

分包资源及进场计划 1

分包资源及进场计划 2

分包资源及进场计划 3

劳动力控制表

周转材料投入表

QUALITY&HSE MANAGEMENT

七

MANAGEMENT GOALS

样板引路

墙柱表面垂直度偏差 板表面平整度偏差

新华项目实测实量章

新华项目实测实量章

2 体系管理 编制CI布置标准化策划

现场办公区、临建、加工防护棚、设备、警示标语、临边洞口防护、楼层垃圾输送、塔吊施工电梯防护、安全通道防护

越籍主管及资料员 2017.8.11

9 过程管理 安全周检查、安全周例会 业主、监理、项目安全、工程在现场进行安全检查 每周五下午2:00

安全经理、越籍主管经理、工程部负责人、技术部负责人

16 过程管理 分包管理制度

对分包劳工、管理人员的不安全行为、工作中的不安全状态进行教育、发出勒令整改、停工等指令，对于未能按要求进行整改、重大违章、违规等操作进行处罚。

PERIOD PLAN

请各位领导 提出宝贵意见

谢谢！