中英文对照地基基础施工质量计划.doc

地基基础质量检试验计划
Inspection and Testing Plan for Base Foundation Quality

INSPECTION AND TESTING PLAN FOR BASE FOUNDATION QUALITY
REV
DESCRIPTION
ORIG
CHKD
APPR
DATE
CLIENT
APPROVAL
DATE
A
Issued for Comments

目录

TABLE OF CONTENTS
1. 本工程应执行的标准、规范
Applicable Codes and Standards 3
2. 本工程质量控制点
Quality Control Point 5
3. 本工程质量控制表格、交工资料表格及质量评定表格目录
Applicable forms for quality control, turnover document, and quality evaluation 13

1. 本工程应执行的标准、规范 Applicable Codes and Standards
z 监理规范 Code on Supervision：

GB 50319-2000《建设工程监理规范》
Code on Supervision of Construction Project, GB50319—2000

z 交工技术文件规定 Regulation on Technical Turnover Document：

SH 3503-2001《石油化工工程建设交工技术文件规定》
Regulation of Technical Turnover Document for Construction of Petrochemical Industry Project, SH3503—2001

GB/T 50328-2001《建设工程文件归档管理规范》
Regulation on Documentation and Filing up for Construction Project, GB/T 50328-2001

GB/T 50326-2001《建设工程项目管理规范》
Code on Project Management of Engineering Construction, GB/T 50326-2001

z 技术规范 Technical Codes and Standards：

GB 50202-2002《建筑地基基础工程施工质量验收规范》
Code on Construction Quality and Acceptance Inspection of Building Foundation Work, GB50202-2002

SH 3510-2000《石油化工设备砼基础工程施工及验收规范》
Code on Construction Quality & Acceptance Inspection of Reinforced Concrete Foundation of Petrochemical Equipment, SH 3510-2000
GBJ 120－1999《建筑基坑支护技术规程》
Specification on Technology of Building Foundation Pit Shoring, GBJ 120－1999

GB 50330－2002《建筑边坡工程技术规范》
Code on Technology of Side Slope Work of Building Construction, GB 50330－2002

GBJ 79－2002《建筑地基处理技术规范》
Code on Foundation Treatment Technology of Building Construction, GBJ 79－2002

GB 50204－2002《砼结构工程施工质量验收规范》
Code on Quality Acceptance Inspection of Reinforced Concrete Structure Construction, GB 50204－2002

JGJ 55－2000《普通砼配合比设计规程》
Specification on Engineering of Mixing Proportion of Ordinary Concrete, JGJ 55－2000

JGJ 52－1992《普通砼用砂质量标准及检验方法》
Standard on Quality & Inspection Method of Sand Application in Ordinary Concrete, JGJ 52－1992

JGJ 94—94《建筑桩基技术规范》
JGJ 94—94 Technical Code of Building Foundation Piles

GBJT 08-92-2000《先张法预应力砼管桩》
GBJT 08-92-2000《Pre-stressed Concrete Pipe Piles》

97G361《方桩标准图集》
97G361《Square Pile Standard Collective Drawing》

JGJ 53－1992《普通砼用碎石和卵石质量标准及检验方法》
Standard on Quality & Inspection Method of Gravel and Pebble Application in Ordinary Concrete, JGJ 53－1992

GBJ 119－1988《砼外加剂应用技术规范》
Code on Technical Application of Reinforced Concrete Additives, GBJ 119－1988

GB 50300—2001 《建筑工程施工质量验收统一标准》
GB 50300—2001 《Building Engineering Construction Quality Acceptance Uniform Standard》

z 砼预制桩、PHC 桩、灌注桩及基础设计文件及图纸资料

Reinforced Concrete Prefabricated Piles, PHC Piles, Grouting Piles and Foundation Design Document as well as Drawing Document

2. 本工程质量控制点 Quality Control Point

序号
质量控制点
控制内容
控制方法
等级
参 加 单 位
控制表格
验收表格
评定表格
总承 包商
监
理
MWP
业
主
政府 部门
1
定位测量
复核测量结果
仪器实测
A
X
X
X
X

SH3503-2001-J202
GB50026-93
2
土方开挖
基坑、边坡
实测
C
X

GB50202-2002-010101
3
基坑支护
支护、堆载、排水

C
X

GB50330-2002
JGJ120-99
4
地基处理
主控项目 1～3
密实度、承载力
取样、试验³10%。不少于 3 点 见
4.1.5, 4.1.6
B
X
X
X

GB50202-2002-
010301～010304
JGJ 79-2002
5
地基验槽
主控项目 1～3 持力层、标高、平 面尺寸
实测、钎探记录
A
X
X
X
X

SH3503-2001-J201
GB50202-2002
6
预制桩(含 PHC 桩)
主控项目 1～3 桩位偏差 承载力 钢筋骨架质量 成品桩质量
实测、承载力报告 桩位偏差 见 5.1.3 承载力 见 5.1.5
钢筋骨架质量 抽查数量不少于总
数的 20%且不少于10 根见5.1.6 成品桩质量 抽查数量不少于总数 的 20%且不少于 10 根 见 5.1.6
抽样 0.5%~1%. 不少于 3 根（处）
见 4.1.6, 5.1.5, 5.1.6
B
X
X
X

GB50202-2002-010403
7
打、接桩
焊缝质量 上下节平面偏差 节点弯曲矢高
间歇时间、桩垂直度、最终贯入度
实测
C
X

GB50202-2002-010403
8
打桩完毕
主控项目 1～3
1.桩顶标高
2.桩位、垂直度偏差
3.承载力检验、桩身完整性检验
实测、试验
其中 1 和 2 应Ê20%且不少于10
根，见 5.1.6
3 应³10%且大于等于 3 根。当桩 数小于 50 根时，应不少于 2 根。 见 5.1.6, 5.1.5
B
X
X
X

GB50202-2002-010403
9
灌注桩
(灌注前)
主控项目 1～2
桩位、孔深
试验报告、实测
1.桩位 不少于 30%且不应少于 20
根 见 5.1.5
2.孔深 孔深应全部检查 见 5.1.8
B
X
X

GB50202-2002-010405
10
灌注桩
(灌注中)
主控项目 1～5 成孔、清孔质量 钢筋笼安装深度 砼充盈系数、桩径、垂直度
实测
1.桩位 不少于 30%且不应少于 20
根 见 5.1.5
2.孔深 孔深应全部检查 见 5.1.8
C
X

GB50202-2000-010405
11
灌注桩
(灌注后)
桩顶标高、锚固钢筋 桩位、垂直度偏差 承载力检验、桩身完整性检验
实测、试验
1.桩位 不少于 30%且不应少于 20
根 见 5.1.5
2.孔深 孔深应全部检查 见 5.1.8
C
X

GB50202-2002-010405
12
桩承台
主控项目 1～4 轴线位置、 平面尺寸、标高、 钢筋规格、数量、位置
试验
实测 抽查构件数量的 10%，且不少于3 件，见 5.5.2
B
X
X
X

GB50204-2002-010603、010604
13
设备基础
主控项目 1～4 轴线、方位、标高、 预留孔洞或螺栓、 预埋件
试验全数检查 见 8.3.1
实测全数检查 见 8.3.2
B
X
X
X

GB50204-2002-010603、010604
SH3510-2000---3.3.11-1
14
模板工程

几何尺寸、支护稳定
实测
C
X

GB50204-2002-010601
15
钢筋工程
主控项目 1～3
原材检验 品种、级别、规格、数量
见证取样应取样数量的 30%
复试报告
实测 全数检查，观察，钢尺检查 见 5.2.4, 5.5.1
B
X
X
X

GB50204-2002-010602
SH3510-2000---3.2.9 、3.2.11
16
隐蔽工程
平面尺寸、标高、 预留空洞或螺栓、钢筋 品种、级别、规格、数量
实测
A
X
X
X
X

SH3503-2001---J115
GB 50204-2002
17
砼浇注前
原材检验报告 见 7.2.1 配合比试验报告，检查配合比设计资料见 7.3.3
见证取样³应取样数量的30% 试验报告，每周工作班检查 1 次实测
B
X

X

GB50204-2002
JGJ55-2000
JGJ 52-1992
JGJ 53-1992
GBJ 119-88
18
块体式 设备基础
主控项目 1～2 位置、平面尺寸、标高、 预留空洞或螺栓、钢筋
实测 全数检查 见 8.3.1, 8.3.2
B
X
X
X

SH3503-2001-J204
GB 50204-2002-020105
SH3510-2000 3.3.11-1
19
整体框架式 设备基础
主控项目 1～2 平面尺寸、垂直度、标高、 预留空洞或螺栓、钢筋
实测 全数检查 见 8.3.1, 8.3.2
B
X
X
X

SH3503-2001-J205
GB 50202-2002
GB 50204-2002-020105
SH3510-2000 3.3.11-2
20
储罐基础
主控项目 1～2 基础中心位置、标高偏差 直径偏差
实测 全数检查 见 8.3.1, 8.3.2
B
X
X
X

SH3503-2001---J206
SH3510-2000---3.3.11-1
GB50204--2002
21
球罐基础
主控项目 1～2 平面、方位、标高偏差 预留孔、螺栓偏差
实测 全数检查 见 8.3.1, 8.3.2
B
X
X
X

SH3503-2001---J207
SH3510-2000---3.3.11-1
GB50204--2002
22
大体积砼基础
水泥品种和用量 砼配合比和水灰比 散热管布置
试验报告、实测 全数检查 见
8.3.1, 8.3.2
B
X
X
X

SH3510-2000---3.3.11-1
23
预埋件、螺栓、套 管、孔洞
位置、埋深、锚固方式
实测
C
X

SH3510-2000---5.3.8
24
灌浆
接触面 孔洞清理 灌浆料强度
实际检查 试验报告
C
X

SH3510-2000
25
基础沉降观测
设备安装前、安装后、水压试验 中、单机试车后观测点沉降值
实测
C
X

SH3503-2001---J207
SH3510-2000
26
基础复测
位置、平面尺寸、标高、 预留空洞或螺栓、钢筋
实测 应抽查基础数量的 10%，且不少于3个，见 8.3.2
B
X
X
X

SH3503-2001---J203
GB50204--2002
27
土方回填
密实度
取样、试验 1000M2 以上，1 点
/100 M2；3000 M2 以上，1 点/300M2
C
X

GB50202-2002-010102
28
基础验收
外观检查 资料检查

A
X
X
X
X

No.
Quality Control Point
Control Content
Control Method
Grade
Party Involved
Applicable Forms
Contractor
Supervision Organization
MWP
Owner
Government Agency
1
Location survey
Checking survey result
Actual measurement by instrument
A
X
X
X
X

SH 3503-2001-J202
GB50026-93
2
Earthwork
Excavation
Foundation pit and side sloping
Actual measurement
C
X

GB50202-2002-010101
3
Foundation Pit Shoring and Protection
Shoring and protection, laydown and bearing, water drainage

C
X

GB50330-2002--- JGJ120-99
4
Ground Treatment
Main Control Item 1-3
Compactness, bearing capacity
Sampling, sampling test³10%, not less than 3
points, see 4.1.5, 4.1.6
B
X
X
X

GB50202-2002-010301
～010304
JGJ 79-2002
5
Ground Inspection
Main Control Item 1-3
Ground bearing course, elevation, plane dimension
Actual measurement, ground bearing capacity test record
A
X
X
X
X

SH3503-2001-J201
GB50202-2002
6
Pre-cast Piles
(PHC piles included)
Main Control Item 1-3
Pile position deviation, and Bearing capacity, Quality of reinforcement joist, Quality of pre-cast
pile
Actual measurement, Bearing capacity report, Pile position deviation see point 5.1.3;
Bearing capacity see 5.1.5;
Spot check quality of reinforcement joist, quantity of spot check is not less than 20% of total amount and not less than 10 pieces, see 5.1.6, the rate of spot check is 0.5%~1%. Not less than 3 pieces
(location), see 4.1.6, 5.1.5, 5.1.6
B
X
X
X

GB50202-2002-010403
7
Piling, Pile Extension Connection
Welds quality, Flatness deviation of joints, Bending Vector height of joints, interval time, pile verticality, final penetration
Actual measurement
C
X

GB50202-2002-010403
8
Piling Completion
Main Control Item 1-3
1. Elevation of pile top;
2. Pile position, verticality deviation;
3. Bearing capacity inspection, Completeness inspection of pile body
Actual measurement, Testing;
For point 1and 2, inspection rate shall be ³20%
and not less than 10 pieces, see 5.1.6;
For point 3, inspection rate shall be ≥ 10% and not less than 3 pieces. When quantity of the pile is less than 50 pieces, piles for inspection shall be not less than 2 pieces. See 5.1.6, 5.1.5
B
X
X
X

GB50202-2002-010403
9
Driven Cast- in- Place Pile
(Prior to pouring)
Main Control Item 1-2
Pile position; hole depth
Testing report, actual measurement;
1.Pile position, not less than 30% and not less than 20 pieces, see 5.1.5
2.Holes depth, all of them shall be checked. See
5.1.8
B
X
X

GB50202-2002-010405
10
Driven Cast- in- Place Pile
(During pouring)
Main Control Item 1-5
Quality of hole formation and hole cleaning; Installation depth of steel cages;
Concrete allowance coefficient, pile diameter
and verticality
Actual measurement
1.Pile position, not less than 30% and not less than 20 pieces, see 5.1.5
2.Holes depth, all of them shall be checked. See
5.1.8
C
X

GB50202-2000-010405
11
Driven Cast- in- Place Pile
(After pouring)
Main Control Item 1-5
Elevation of pile top, anchoring bar, pile position, verticality deviation, bearing capacity inspection, completeness inspection of pile body
Actual measurement, Testing
1.Pile position, not less than 30% and not less than 20 pieces, see 5.1.5
2.Holes depth, all of them shall be checked. See
5.1.8
C
X

GB50202-2002-010405
12
Pile Cap
Main Control Item 1-4
Position of axial, plane dimension, elevation, Rebar specification, quantity and position
Testing
Actual measurement, members for spot check are
10% and not less than 3 pieces, See 5.5.2
B
X
X
X

GB50204-2002-010603
、010604
13
Equipment foundation
Main Control Item 1-4
Axial line, orientation, elevation preserved holes, bolts and fittings, and
embedded parts
Testing, complete inspection. See 8.3.1
Actual measurement, total inspection. See 8.3.2
B
X
X
X

GB50204-2002-10603,
010604
SH3510-2000--3.3.11-1
14
Forming Work
Geometric dimension
Support stability
Actual measurement
C
X

GB50204-2002-010601
15
Rebar Work
Main Control Item 1-3
Raw material inspection, type, grade, specification, quantity
Sampling verification, sampling quantity is 30% of total;
Re-testing report;
Actual measurement, total inspection, observation, steel rule measuring. See 5.2.4, 5.5.1
B
X
X
X

GB50204-2002-010602
SH3510-2000---3.2.9,3.2.11
16
Concealed Work
Plane dimension, elevation, Built-in holes, bolts and rebar, type, grade, specification, quantity
Actual measurement
A
X
X
X
X

SH3503-2001-J115
GB 50204-2002
17
Prior to concrete pouring
Raw material inspection report, see 7.2.1
Mixing proposition testing report, Mix design data inspection
Sampling verification, sampling quantity is 30% of total;
Testing report, 1 time inspection for weekly shifts; Actual measurement
B
X

X

GB50204-2002
JGJ55-2000
JGJ 52-1992
JGJ 53-1992
GBJ 119-88
18
Massive Equipment
Foundation
Main Control Item 1-2
Position, plane dimension, elevation, preserved holes, bolts and rebar
Actual measurement, Total inspection see 8.3.1,
8.3.2
B
X
X
X

SH3503-2001-J204
GB 50202-2002-020105
SH3510-2000--3.3.11-1
19
Massive Frame Equipment Foundation
Main Control Item 1-2
Plane dimension, verticality, elevation, built-in holes, bolts and rebar
Actual measurement, Total inspection see 8.3.1,
8.3.2
B
X
X
X

SH3503-2001-J205
GB 50202-2002
GB 50204-2002-020105
SH3510-2000--3.3.11-2
20
Storage Tank
Foundation
Main Control Item 1-2
Plane, orientation, elevation deviation, preserved holes, bolts deviation
Actual measurement, Total inspection see 8.3.1,
8.3.2
B
X
X
X

SH3503-2001-J206
SH3510-2000--3.3.11-1
21
Spherical Tank
Foundation
Deviation in plane, orientation, elevation, deviation of built-in holes, bolts
Actual measurement, Total inspection see 8.3.1,
8.3.2
B
X
X
X

SH3503-2001-J207
SH3510-2000--3.3.11-1
GB 50204-2002
22
Mass Concrete
Foundation
Cement brand and quantity, mixing proportion and water-cement ratio, distribution of heat dissipation tubes
Testing report,
Actual measurement, Total inspection see 8.3.1,
8.3.2
B
X
X
X

SH3510-2000--3.3.11-1
23
Embedded parts, bolts, sleeves,
holes and openings
Position, embedded depth, anchoring mode
Actual measurement
C
X

SH3510-2000---5.3.8
24
Grouting
Contacting surface, holes cleaning, grouting material strength
Actual inspection
Testing report
C
X

SH3510-2000
25
Foundation Settlement Observation
Settlement value observation before and after equipment installation, during hydro test, after individual test run
Actual measurement
C
X

SH3503-2001-J207
SH3510-2000
26
Foundation Re- survey
Location, plane dimension, elevation, preserved holes, bolts and rebar
Actual measurement, quantity for spot check shall be 10% of total foundation and not less than 3 pieces, see 8.3.2
B
X
X
X

SH3503-2001-J203
GB 50204-2002
27
Earthwork Backfill
Compactness check
Sampling and sampling test.
For area 1000m2 above, 1 point/ 100 m2;
For area 3000 m2 above, 1 point/ 300 m2
C
X

GB50202-2002-010102
28
Foundation Acceptance Inspection
Visual inspection, document check

A
X
X
X
X

3. 本工程质量控制表格、交工资料表格及质量评定表格目录 Applicable forms for quality control, turnover document, and quality evaluation
SH3503-2001- J202 放线测量验收记录
Record of Setting Out and Survey Inspection & Acceptance, SH3503-2001- J202

GB50202-2002- 010101 土方开挖质量验收记录
Record of Earth Work Excavation Quality Inspection & Acceptance, GB50202-2002- 010101

GB50202-2002- 010102 土方回填质量验收记录
Record of Earth Work Backfill Quality Inspection & Acceptance, GB50202-2002- 010102

GB50202-2002-010301~010314 地基处理质量验收记录
Record of Ground Treatment Quality Inspection & Acceptance, GB50202-2002-010301~010314

GB50202-2002-010201~010207 基坑支护质量验收记录
Record of Foundation Pit Shoring Quality Inspection & Acceptance, GB50202-2002-010201~010207

SH35O3-2001- J201 地基验槽
Record of Ground Inspection, SH35O3-2001- J201

GB50204-2002-010602 钢筋工程质量验收记录
Record of Quality Inspection & Acceptance of Rebar Work, GB50204-2002-010602

GB50204-2002- 010601 模板工程质量验收记录
Record of Quality Inspection & Acceptance of Formwork, GB50204-2002- 010601

SH35O3-2001- J115 隐蔽工程质量验收记录
Record of Quality Inspection & Acceptance of Concealed Work, SH35O3-2001- J115

GB50202-2002- 010401~010405 桩基础质量验收记录
Record of Quality Inspection & Acceptance of Pile Foundation, GB50202-2002- 010401~010405

SH35O3-2001- J20