Biện pháp thi công nhà cao tầng, thuyết minh và bản vẽ

PHẦN 1. CÁC CÔNG TÁC CHUẨN BỊ TRƯỚC KHI THI CÔNG PHẦN 2. THI CÔNG KẾT CẤU NHÀ CAO TẦNG Chương 1. Thi công móng và tường vây Chương 2. Thi công tầng hầm Chương 3. Lắp đặt vật tư, thiết bị xây dựng thi công nhà cao tầng PHẦN 3. HSE TRONG THI CÔNG NHÀ CAO TẦNG

Trang 1

Ho Chi Minh City, Jan., 2015

Email: pda@AnPhong.vn Website: www.AnPhong.vn

AN PHONG

CONSTRUCTION METHOD

LOCATION: 168 PHAN VAN TRI, GO VAP DISTRICT, HO CHI MINH CITY

ADDRESS: UNIT 2008, 2009 STC BUILDING, 37 TON DUC THANG STREET, DISTRICT 1, HO CHI MINH CITY

CB-CNV SABECO

Trang 2

AN PHONG

Q.2, TP.HCM DOCUMENT TYPE

CONSTRUCTION METHOD CB-CNV SABECO

Trang 3

AN PHONG

Q.2, TP.HCM Email: pda@AnPhong.vn Website: www.AnPhong.vn

Trang 4

DATE: 25/12/2014SBCNT-AP-BPTC-

Trang 5

DRAWING No:

25/12/2014SBCNT-AP-BPTC-

Trang 6

Trang 7

DRAWING No:

Trang 8

Trang 9

AN PHONG

Trang 10

Trang 11

DRAWING No:

Trang 12

Trang 13

DRAWING No:

Trang 14

Trang 15

DRAWING No:

Trang 16

AN PHONG

Trang 17

SBCNT-AP-BPTC-P3.01

Trang 19

CSCS

AN PHONG

SBCNT-AP-BPTC-P3.03

Trang 20

R = 40m

CSCS

Trang 21

R = 40m

N

WW

12

AN PHONG

SBCNT-AP-BPTC-P3.05

Trang 22

GK2- L=15m GK1- L=15m

Trang 23

AN PHONG

Trang 24

a, b 400a+b 400

900120015301700

13851250

9001200153017001600

Trang 25

a, b 400 a+b 400

Bd

HdHs

h = Hd - Hs

/ U-JACK LENGTH300

AN PHONG

13851250

9001200153017001600

1700

1960STAIR FRAME DIAGONAL

Trang 26

d - Hs BEAM h = Hd - Hs 350 ARRANGE 1 TIE FOR BEAM BOTTOM CLAMPING

a, b 400 a+b 400

Bd

HdHs

h = Hd - Hs

/ U-JACK LENGTH

900120015301700

13851250

9001200153017001600

1700

Trang 27

LEVEL N+1A+Ht

a, b 400a+b 400

Hs

AN PHONG

13851250

9001200153017001600

1700

Trang 28

LEVEL N

A+Ht

U-JACK

BASE-JACKSCAFFOLD

a, b 400a+b 400

Hs

900120015301700

13851250

9001200153017001600

1700

Trang 29

LEVEL N+1A+Ht

300 < H S 400

U-JACK

BASE-JACKSCAFFOLD

AN PHONG

a, b 400a+b 400

Hs

900120015301700

13851250

9001200153017001600

1700

Trang 30

LEVEL N+1A+Ht

400 < H S 600

U-JACK

BASE-JACKSCAFFOLD

a, b 400a+b 400

Hs

900120015301700

1385

900120015301700

1700

1960FRAME DIAGONAL

Trang 31

TY / TIE D16

WORKING PLATFORMSAFETY BARRIER

Bc 1000; Hc 1000

NO USE TIE ROD AT THE MIDDLE OF COLUMN

TY / TIE D16

50x100x1.8 50x50x1.8

DETAIL 2

DETAI 2

AN PHONG

SBCNT-AP-BPTC-P4.08

Trang 32

TY / TIE D16

Trang 33

TY / TIE D16

50x50x1.850x50x1.8

LEVEL N

LEVEL N+1

TYPICAL WALL FORMWORK PLAN

SECTION A-A

AN PHONG

Trang 34

INSIDE ANGLE DETAILS

OUTSIDE ANGLE DETAILS

Bv

Lv / WALL LENGTH

bv

Ht

Trang 35

WALL FORMWOOD OF LIFT CORE DETAILED PLAN

Ht

50x50x1.8 50x50x1.8

TY / TIE D12

OUTSIDE ANGLE DETAILS

TIE ROD DETAIL

Trang 37

AN PHONG

AS SHOW 25/12/2014

CONSTRUCTION METHOD

CB-CNV SABECO

SBCNT-AP-BPTC-P4.14

Trang 38

AN PHONG

CONSTRUCTION METHOD

CB-CNV SABECO

Trang 39

AN PHONG

AS SHOW 25/12/2014

CONSTRUCTION METHOD

CB-CNV SABECO

SBCNT-AP-BPTC-P4.16

Trang 41

Alum surveying rod

Bench mark elevation

Tolerable limit of deviation shall be appliod inaccordance with vietnam construction standard

Contractor states the way of main item locationothers are the same

Center line on the top of column

Marked elevation

MEASURED LENGTH

MEASURED MEASURED

LENGTH

10-20m Beviation of plan position based on the

axes of planning

5 <10m

Theodolite surveying rod and steel measurement 10

15

30-50m 20-30m

20

Auxiliary lines paralled with the buinlding 5

Based on the auxiliary lines that are perpendicular to the building

LEAD ELEVATION CENTER LINE TO COLUMN

Theodolite surveying rod and steel measurement

Theodolite surveying rod and steel

Alum surveying rod

AN PHONG

SBCNT-AP-BPTC-P4.18

Trang 42

AN PHONG

Trang 54

AN PHONG

Trang 55

AN PHONG

Trang 56

AN PHONG

Trang 57

AN PHONG

Trang 58

AN PHONG

STT - NO.

TOILETS PARKING

EXECUTION FIGURE

MOBILIZATION OF MATERIALS

WASHING BAY

Trang 59

AN PHONG

P6.05

Trang 60

AN PHONG

STT - NO.

EXECUTION FIGURE

EXCAVATION WORK EXCAVATION WORK

EXCAVATION WORK

WASHING TRUCK

Trang 61

AN PHONG

Trang 62

EXECUTION FIGURE

WALL FORMWORK

Trang 63

AN PHONG

BEAM REBAR WORK

P6.09

EXECUTION FIGURE

SLAB SCAFFOLDING WORK

Trang 64

AN PHONG

STT - NO.

CONCRETE FLOATING WORK

SLAB REBAR WORK

SLAB CONCRETE FINISH

EXECUTION FIGURE

SLAB REBAR WORK

Trang 65

AN PHONG

Trang 66

1.V 2 3.NGHI

K

START

SHOW CENTERLINE OF WALL , WALL THICKNESS WALL TYPE DETAILING.

LOCATION OF DOORS, OPENINGS , LINTEL BEAM

BASE LINE MARK LOCATION , WALL THICKNESS ON FLOOR

INSTALL ANCHOR TO COLLUMN, WALL, FLOOR.USE EPOXY 511 DETAIL OF WALL TYPE.

LINTEL BEAM , SUB COLUMN

CLEAN WALL BASE

CHECK LOCATION , WITH WALL AND OPENINGS.

FINISHING CONTRACTOR

BASE ON GRIDLINE

WALL HEAD FILLINGS.

6.BUILD WALL

THIS WORK MUST BE CARRY OUT BEFORE PLASTERING

CUTTING WALL TAKE PLACE AT LEAST 3 DAY AFTER FINISH OF BRICK WALL.

ALLOWED TO USED PRECAST CONCRETE LINTEL OR INSITU CONCRETE LINTEL

WATER SURFACE BEFORE BUILD

DROP PLUMB BOB FROM CONCRETE CEILLING TO BASE COURSE TO DETERMINE VERTICAL LINE OF WALL

VERTICAL BOND COURSES MUST NOT ON THE SAME LINE IN VERTICAL DIRECTION.

ATTENTIONS TO ANCHORING BRICK AT CORNER WALL INSERT A SOLID BRICK LINE EACH 5 HOLLOW BRICK LINE

INSPECTION BETWEEN SUPERVISOR AND CONSULTANCIES.

INSPECTION BETWEEN M&E SUPERVISOR AND CONSULTANCIES

Trang 67

LAYER SOLID BRICK DOWN

TYPICAL WALL 110 ELEVATION

SECTION 1-1

LAYER SOLID BRICK DOWN

MORTAR MORTAR

TYPICAL WALL 210 ELEVATION

AN PHONG

SBCNT-AP-BPTC-P7.02

Trang 69

A + KHUNG BAO - TOTAL HEIGHT

C.R A + KHUNG BAOTOTAL WIDE

SBCNT-AP-BPTC-P7.04

Trang 70

3 VERIFICATION OF BRICK WALL, DOOR AND WINDOWS, CONCRETE

MEMBER

TCVN 5674-1992: FINISHED WORKS IN CONSTRUCTION.

EXECUTION, CHECK AND ACCEPTANCE.

TCVN 4459-1987: GUIDANCE FOR MIXING AND USING OF BUILDING MORTARS

FINISHING CONTRACTOR, M&E CONTRACTOR, CONSULTANCIES

1.V

1.SHOP-DRAWING

SHOW CENTERLINE OF WALL , WALL THICKNESS WALL TYPE DETAILING.

LOCATION OF DOORS, OPENINGS , LINTEL BEAM

FINISHING CONTRACTOR

BRICK WALL: SMOOTH CONCRETE MEMBER: SMOOTH DOOR AND WINDOW FRAME: DIMENTION, LOCATION

2 PLASTERING THICKNESS

USING LASER TO ASSIGN AND CHECK PLASTERING THICKNESS.

4 ATTACH WIRE MESH

ATTACH WIRE MESH BETWEEN BRICK WALL AND SUB COLUMN ATTACH WIRE MESH BETWEEN BRICK WALL AND CONCRETE WALL ATTACH WIRE MESH BETWEEN BRICK WALL AND LINTEL BEAM, CEILING BEAM ATTACH WIRE MESH AT M&E PIPE, WATER PIPE ON BRICK WALL

5 WALL SURFACE PREPARATION

BRICK WALL MUST BE CLEANED AND WATERED BEFORE PLASTERING

SURFACE OF CONCRETE MEMBER MUST BE MAKE ROUGH BEFORE PLASTERING

FINISHING CONTRACTOR FINISHING CONTRACTOR

ALL WALL SIDE MUST BE STRAIGHT

7 DOOR AND WINDOW FRAME

VERIFICATION OF DOOR AND WINDOW FRAMES WHEN PLASTERING, FILL SLITS WITH SILICON

10 CORRECTION

CHECKING FLAT LEVEL OF PLASTERING PLANE FIX ALL SHRINKAGE-CRACKS

CHECKING ALL OPENINGS, DOORS AND WINDOWS.

FINISH

11 INSPECTION

INTERNAL INSPECTION INSPECTION BETWEEN SUPERVISOR AND CONSULTANCIES.

INSPECTION BETWEEN M&E SUPERVISOR AND CONSULTANCIES

REFERENCE STANDARDS:

K

FINISHING PROCESS WALL PLASTERING

Trang 71

M&E FINISHING WORKS

CHECKING DIMENTION OF WALL, CONCRETE STRUCTURAL, DOOR CHECKING MESH BETWEEN CONCRETE MEMBERS AND BRICK WALL

BRICK WALL

BASE LINE

AN PHONG

SBCNT-AP-BPTC-P7.06

Trang 72

RECTAGULAR RULER

CHECKING PLANE SURFACE OFWALL AFTER PLASTERINGBASE LINE

STANDARDPOINT MORTAR

IN-SITU MORTAR GRADE 75, 15mm thk

WATERING WALLPLASTERING WALLPLASTERING WALL AT WINDOW AND DOOR FRAMESEND OF PLASTERING

CLEANINGCURING BY WATERCORRECTION

KI M TRA / CHECKING

LEVEL

STANDARDPOINT MORTAR

Trang 73

WALL PLASTERING

AN PHONG

SBCNT-AP-BPTC-P7.08

Trang 74

BASE LINE TO CHECK LEVEL

STANDARD POINT MORTAR STANDARD POINT MORTAR

SCREED FLOOR

PREPARATION FOR SCREED FLOOR

CLEAN SURFACE OF SLAB POSITION STANDARD LINE HIGHER THAN FINISHED LEVEL 1M INSTALL STANDARD POINT MORTAR DEPEND ON DESIGN THICKNESS

MIXING MOTAR SCREED WITH DESIGN THICKNESS.

CHECKING FINISH LEVEL.

Motar thickness base point Mortar grade 75

Trang 75

-be cleaned all dust and grease.

surface absorb water, it must be watered before tiling.

Or mixing by hand when all mix is homogeneous and don't have any lump.

- light and high temperature.

-+ -

- Brush a glue layer on surface, using toothed trowel to spread bond over a size 1-2 sqm.

should be brush on back side of the tile.

glue layer and push on or using plastic hammer knock on tile Notice to space between 2 tiles over 2mm to abrade later.

- Adjustment is accepted in 15mins before the glue is solid.

-sau - Advoid concentrating bond on back side of tiles.

using glue on hot surface and direct sun shine place.

must be clean and dry before abrade.

-

Pour tile glue in to the bucket and slowly stir until the intermixture become consistent Mixing ratio (water - glue) depend on producer guidance.

-Brick edge must be mitre at 45*

Cement mortar Wall

Lining brick

2000

STEPS OF WALL TILING

L p v Primary coat lof plaster with the edge of trowel

1/ Preparation work:

- Plastering with the frowel edge for surface roughness in crease before wall lining

2/ Landmark

- Put a lining brick in aovance as the picture for pilot light

- Distance of brick must be smaller than the length of 3/ Tining

- Carry out the tining from left to right & from top to bottom based on the fix point

- Use mortar with high grade fro connecting the lining brick

to the wall

- Use tight rope for lining

- - - -

-Plank at wall footing for catching the falling mortar

AN PHONG

Q.2, TP.HCM Email: pda@AnPhong.vn Website: www.AnPhong.vn STT - NO.

AS SHOW 25/12/2014

CONSTRUCTION METHOD

CB-CNV SABECO

SBCNT-AP-BPTC-P7.10

Trang 76

CUT & GROOVE ON THE WALL

BRICK CHISEL AT THE CHANNEL

PIPE BENDING

INSTALLATION

Backfilling with mortar

Hard plastic pipe

Cable laying under ceiling

Lamp

Winding end with special tybe

REEVE & TUG THE WIND Starting with PE d=4mm

Trang 77

Finished floor elevation

ELECTRICAL CONSTRUCTION METHOD

- Length of tap, socket plug over 150-200mm is required

- All wires must be covered with hard cladding

- Distance b/w plug & floor is 600mm & 1500mm for switch & finished floor

- Wall wiring is not allowed

- Wire tobe slack slightly

- Power cable laying for devices with high capacity

Wall wiring not allowed

Electric wire Unprotected conductor is notallowed

must have flexible protecting tube

Socket

Finished floor elevation

c m

METHOD FOR SOCKET FITTING

WALL METHOD ELECTRIC CONDUITS

AN PHONG

Q.2, TP.HCM Email: pda@AnPhong.vn Website: www.AnPhong.vn STT - NO.

AS SHOW 25/12/2014

CONSTRUCTION METHOD

CB-CNV SABECO

SBCNT-AP-BPTC-P7.12

Trang 78

NH L CH NG I C A NGLOCATE THE HOLE & PIPE LINE

METHOD FOR DUCT WORK

- Must inspect the length & coupling distance of PVC pipe befire construction

- Elbow, reducer to be cleaned bffore construction

- For pipe crossing floor need to put an opening pipe or a section avoid floor breaking forintake port drainage opening laying all holes extended from 2-4mm

- All drainage openings floor holes tobe filled with water proofing sika after completed

- Use angle iron support in case adapter to be too long

BRICK BREAKING

PIPE FITTING TEMPORARY FIX &

FILLING WITH MORTAR TO THE GROOVE BRICK CHISEL

TYPICAL WASH BASIN FITTING TYPICAL LAVATORY BOWL FITTING

Elbow pipe 90 or T-Y pipeDownpipe d90-d110

Flow out exit to the counmon line

CUTTING & GROOVING ON WALL

Filling with mortar

Galvamised steel pipe

Tiêu đề	Biện pháp thi công nhà cao tầng, thuyết minh và bản vẽ
Tác giả	An Phong Cb-Cnv Sabeco
Trường học	Ho Chi Minh City University of Technology
Chuyên ngành	Construction Engineering
Thể loại	Báo cáo
Năm xuất bản	2015
Thành phố	Ho Chi Minh City

Định dạng
Số trang	78
Dung lượng	29,57 MB
File đính kèm	BIỆN PHÁP THI CÔNG NHÀ CAO TẦNG.rar (23 MB)