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1、混凝土工程质量检试验计划Inspection and Testing Plan for Concrete Work Quality目录TABLE OF CONTENTS No. Page编号 页码1. 本工程应执行的标准、规范 Applicable Codes and Standards:32. 混凝土工程质量控制点 Quality Control Point63. 本工程质量控制表格、交工资料表格参考用表Applicable forms for quality control and turnover document141. 本工程应执行的标准、规范 Applicable Codes an
2、d Standards:l 监理规范 Code on Supervision：GB 50319-2000建设工程监理规范Code on Supervision of Construction Project, GB503192000 xx省建筑工程监理条例Regulation on Supervision of Construction Project by Guangdong Provincial Governmentl 交工技术文件规定 Regulation of Technical Turnover Document：执行xx省及惠州市建筑工程资料管理的有关规程The Applicabl
3、e Regulations on Construction Documentation by Guangdong Provincial and Huizhou Municipal Governmentl 施工技术标准及验收规范Codes and Standard of Technology and Acceptance：建筑地基基础工程施工质量验收规范GB50203-2002 Code on Construction Quality and Acceptance Inspection of Building Foundation Work, GB50203-2002混凝土结构工程施工质量验收规
4、范GB50204-2002 Code on Construction Quality and Acceptance Inspection of Concrete Structure Work, GB50204-2002, 混凝土强度检验评定标准GBJ107 Standard on Concrete Strength Inspection and Evaluation, GBJ107预制混凝土构件质量检验评定标准GBJ321-1990 Standard on Pre-cast Concrete Member Inspection and Evaluation, GBJ321-1990普通混凝土用
5、砂质量标准及检验方法JGJ52-1992Standard on Quality and Inspection Method of Sand Application in Ordinary Concrete Application, JGJ52-1992普通混凝土用碎石或卵石质量标准及检验方法JGJ53-1992Standard on quality and Inspection Method of Gravel and Pebble Application in Ordinary Concrete, JGJ53-1992混凝土外加剂应用技术规范GBJ119-1988 Code on Techn
6、ical Application of Concrete Additives, GBJ119-1988混凝土泵送施工技术规程JGJ/T10-1995 Specification on Concrete Pumping Construction Technology, JGJ/T10-1995混凝土拌合用水标准JGJ63-1989 Standard of Concrete Mixing Water, JGJ63-1989普通混凝土配合比设计规程JGJ55-2000 Specification Engineering of Mixing Proportion of Ordinary Concret
7、e, JGJ55-2000混凝土结构试验方法标准GB50152-1992Standard of Concrete Structure Testing Method, GB50152-1992混凝土质量控制标准GB50164-1992Standard of Concrete Quality Control, GB50164-1992建筑用卵石、碎石GB/G14685-1993Grovel and Pebble Application in Building Construction Work, GB/G14685-1993建筑用砂GB/G14684-1993 Sand Application i
8、n Building Construction Work, GB/G14684-93钢筋混凝土用热轧带肋钢筋GB1499-1991Hot-rolled with Ribs Steel Re-bar Application in Reinforced Concrete, GB1499-1991钢筋混凝土用热轧光园钢筋GB13013-1991 Hot-rolled Round Smoothness Re-bar Application in Reinforced Concrete, GB13013-1991建筑工程冬期施工规程JGJ104-1997 Specification on Buildin
9、g Construction in Winter Season, JGJ104-1997钢筋机械连接通用技术规程JGJ107 Specification on Technology of Re-bar Mechanical Connection, JGJ107钢筋焊接及验收规程JGJ18 Specification on Re-bar Welding and Acceptance Inspection, JGJ18粉煤灰混凝土应用技术规范GBJ146 Code on Application Technology of PFA Concrete, GBJ146预应力混凝土用金属螺旋管JGT301
10、3 Metal Serpentine Pipe Application in Pre-stressed Concrete, JGT3013预应力混凝土用钢铰线GBT5224Twisted Steel Cable Application in Pre-stressed Concrete, GBT5224 预应力筋用锚具、夹具和连接器GBT14370 Anchorage, Clamping Devices and Connectors for Pre-stressed Rebar Application, GBT14370硅酸盐水泥、普通硅酸盐水泥GB175 Portland Cement and
11、 Ordinary Portland Cement, GB175用于水泥和混凝土中的粉煤灰GB1596 Fly Ash Application in Cement and Concrete, GB1596建筑工程施工质量验收统一标准GB50300-2001Standard on Construction Quality and Acceptance Inspection of Building Work, GB 50300-2001 2. 混凝土工程质量控制点 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施工总承包商监理PM
12、C业主政府部门1技术准备施工现场质量管理应有相应的施工技术标准，健全的质量管理体质，施工质量控制和质量检验制度；有施工组织设计和施工技术方案，并经批准审查现场质量管理体质，审查施工组织设计和技术方案、分包资质BXXX工程开工复工报审表、施工组织设计报审表、分包单位资格报审表2钢筋、钢筋机械连接用钢套筒等原材料进场、报验检查物资出厂质量证明文件及检测报告是否齐全；对有抗震设防要求的框架结构，其纵向受力钢筋的强度应满足设计、规范要求；物资表观质量符合要求，按规定须抽检的材料、配件是否及时抽检；按施工方编制的见证取样计划进行取样复试；审查质量证明文件，目测材料外观是否合格 全数检查按施工方取样计划3
13、0%抽检BXXX工程材料构配件设备报审表、材料、构配件进场检验记录、物资出厂合格证、质量保证书、商检证、钢材性能检测报告、钢材试验报告、XX报验申请表3地基验槽符合设计、规范要求全数检查AXXXX钎探记录、隐检记录、地基难槽记录、XX报验申请表4平面放线轴线位置、底模表面标高、截面内部尺寸、预埋件位置、标高，预留洞大小、位置、标高等钢尺检查及测量仪器观测BXXX工程定位测量记录、基槽验线记录、楼层平面、标高放线记录、分项分部工程报验表、XX报验申请表5钢筋加工钢筋的弯钩和弯折符合规范要求，钢筋调直方法、加工的形状、尺寸符合要求钢尺检查每工作班同类型钢筋、同一加工设备抽查不少于3件BXXX钢筋加
14、工检验批质量验收记录表、XX报验申请表6钢筋连接纵向受力钢筋的品种、规格、数量、位置等；钢筋连接方式、接头位置、接头数量、接头面积百分率等；箍筋、横向钢筋的品种、规格、数量、间距等；预埋件的规格、数量、位置等目测、尺量、检查产品合格证、接头力学性能试验报告等CXX施工检查记录（通用）、钢筋接头的试验报告等7钢筋验收纵向受力钢筋的品种、规格、数量、位置等；钢筋连接方式、接头位置、接头数量、接头面积百分率等；箍筋、横向钢筋的品种、规格、数量、间距等；预埋件的规格、数量、位置等符合设计要求目测、尺量 条全数检查BXXX分项分部工程施工报验表、隐蔽工程检查记录、钢筋安装工程检验批质量验收记录表、XX报
15、验申请表8模板配板模板及其支架应根据工程情况设计，应具有足够的承载能力、刚度和稳定性，能可靠承受施工荷载审查施工方案，全数检查BXXX施工组织设计报审表9模板支设模板支撑满足施工要求、模板隔离剂不得沾污钢筋和砼接槎处、模板接缝不漏浆，按设计要求起拱，不遗漏固定在模板上的预留孔洞，安装偏差满足规范要求等目测、尺量、水准仪或拉线钢尺检查CXX施工检查记录（通用）10模板验收模板支撑满足施工要求、模板隔离剂不得沾污钢筋和砼接槎处、模板接缝不漏浆，按设计要求起拱，不遗漏固定在模板上的预留孔洞，安装偏差满足规范要求等目测、尺量、水准仪或拉线钢尺检查支撑;全数检查隔离剂;全数检查BXXX分项分部工程施工报
16、验表、预检记录模板安装工程检验批质量验收记录表预制构件模板工程检验批质量验收记录表11混凝土搅拌（商砼运输）原材料及其进场报验资料、配合比设计资料符合规范和设计要求，混凝土原材料每盘称量的偏差符合设计要求1.水泥袋袋：200T不少于1次；散袋500T不少于1次2.外加剂：按批次和产品抽样检验方案确定3.配合比设计：全数检查4.称量：每工作班不少于1次BXXX混凝土浇灌申请、开盘鉴定、预拌砼运输单、配合比通知单、12混凝土浇筑混凝土强度等级符合设计要求，按规范要求留置试件，混凝土运输、浇筑及间歇的全部时间不应超过混凝土的初凝时间，混凝土浇筑完毕按技术方案和规范要求及时采取养护措施，检查施工记录及
17、试件强度试验报告；全数检查1.试件：a.100盘且100M3 ，取样不少于1次b.每工作班不足100盘，取样不少于1次c.一次超过1000 M3，每200 M3不少于1次d.每一楼层不少于1次e.每次取样至少留1组标准养护试件2.间歇时间：全数检查BXXX混凝土浇灌申请、开盘鉴定、预拌砼运输单、配合比通知单、养护测温记录、混凝土施工检验批质量验收记录表13混凝土见证取样按地方有关要求执行旁站取样并采取可靠措施送至试验室规定取样数量的30%BXXX见证记录14混凝土施工缝处理施工缝位置应按设计要求和施工技术方案确定，施工缝的处理应按施工技术方案执行观察、检查施工记录CXX分项分部工程报验表、预检
18、记录、XX报验申请表15模板拆除拆模强度符合设计及规范要求；模板及其支架拆除顺序及安全措施应按施工技术方案检查同条件养护试件强度试验报告 全数检查BXXX混凝土拆模申请单、模板拆除工程检验批质量验收记录表16混凝土工程质量验评外观质量缺陷及尺寸偏差符合规范要求观察及检查技术处理方案 全数检查BXXX分项分部工程报验表、现浇结构外观及尺寸偏差检验批质量验收记录表混凝土设备基础外观及尺寸偏差检验批验收记录17混凝土结构分部工程验收试件强度检查试件强度报告AXXXX分项分部工程报验表、混凝土结构子分部工程结构实体混凝土强度验收记录混凝土结构子分部工程结构实体钢筋保护层厚度验收记录Item No.Qu
19、ality Control PointControl ContentControl MethodGradeParty InvolvedApplicable FormsContractorSupervision OrganizationPMCOwnerGovernment Agency1Technical PreparationThe contractors related construction technical standard, completed quality management, quality control system and inspection regulations
20、 should be available at site; The approved construction organization plan and technical proposal should be available. Review contractors Site Quality control System, construction organization plan and technical proposal, and sub-contract qualificationBXXXContractors Request for Review/Approval of Wo
21、rk Commencement/ Resumption, Request for Review/Approval of Review of Construction Organization Plan, Request for Review/Approval of Sub-contract qualification2Delivery and Inspection of Incoming Rebars, Steel sleeves for mechanical connection of rebar, etc. Check material ex-work quality proofing d
22、ocument and test report for the completeness; the strength of re-bar in longitudinal direction should meet the criteria of design and code, if frame structure has anti-seismic requirement. Visual check on appearance is acceptable, spot checks of material and accessories to meet the requirement. Samp
23、le testing have been done in accordance with the witness sampling plan prepared by construction contractor. Review quality certificate and proofing document, visual check the material conformityBXXXCheck the equipment and material inspection report; Site Inspection Record for construction material/
24、component and fittings; Quality certificate; Material Warranty document; Commodity Inspection certificate; Steel material performance testing report; Steel testing report;Request for inspection of xxxxxx.3Foundation Pit InspectionConform to design and Code requirement AXXXXCompactness test record, w
25、ork cover-up record, foundation pitch inspection record, and xxxxxx inspection record4Plane Setting OutAxial line position, elevation of bottom form-plate; interior size of cross section; position and elevation of built-in component; size, position and elevation of pre-cast holes. Inspection by stee
26、l ruler, and observation by measuring instrumentBXXXLocation setout measurement record; foundation pitch inspection record; floor plane and elevation setting out record; Divisional/sub-divisional work inspection record; xxxxxx inspection record.5Re-bar fabrication Rebar bending and hooking is in acc
27、ordance with code requirement, the straightening, configuration and size meet the requirement.Inspect with steel rulerBXXXBatch acceptance inspection record for rebar fabrication and inspection, Request for acceptance inspection of xxxxxx material.6Steel Rebar ConnectionType, specification, quantity
28、 and location of rebar of longitudinal tension application; Rebar connecting method, location, quantity, and percentage of connecting area etc.; type, specification, quantity, spacing of hoop reinforcement and lateral reinforcement; specification, quantity and location of embedded items/ component.
29、Visual Check, inspect with ruler, check quality certificate, mechanical property test report of the connections, etc. CXXRecord of construction inspection (general application), rebar connection testing report. 7Steel Rebar Acceptance InspectionType, specification, quantity and location of rebar of
30、longitudinal tension application; Rebar connection method, Connector location, quantity, and percentage of connecting area, etc.; Type, specification, quantity, spacing of hoop and lateral reinforcement; specification, quantity and location of embedded items/ component.Visual Check, inspect with rul
31、er,BXXXDivisional/sub-divisional work inspection record; xxxxxx inspection record. Batch acceptance inspection record for rebar installation, Request for acceptance inspection of xxxxxx material; Work cover-up inspection record. 8Formplate ConfigurationFormplate and its support should meet the const
32、ruction load with enough carrying capacity as per the engineering to the actual application; Rigidity and stability should meet the requirement.Review contractors construction proposalBXXXForm of Request for Review/Approval of Construction Organization Plan 9Formplate Erection Per construction requi
33、rement, isolating agent should not contaminate rebar and concrete interface, no mortar leaking in the formplate joint, arch camber should follow design requirement, no miss of pre-cast holes in formplate, installation deviation should meet code request. Visual inspection, ruler metering, level gaugi
34、ng or pull wire ruler inspection. CXXConstruction inspection record (for general application)10Formplate acceptance inspectionPer construction requirement, isolating agent should not contaminate rebar and concrete interface, no mortar leaking in the formplate joint, arch camber should follow design
35、requirement, no miss of pre-cast holes in formplate, installation deviation should meet code request.Visual inspection, ruler metering, level gauging or pull wire ruler inspection.BXXXDivisional/sub-divisional work inspection record; pre-inspection record; formplate erection acceptance batch inspect
36、ion record; Form of acceptance batch inspection on pre-cast components of formplate.11Concrete Agitation (Ready-mix concrete transportation）Document for incoming material and inspection, engineering document on mixing proportion meet code requirement; deviation of material for each weight meet engin
37、eering requirement.Material testing report and calculation sheet of total content of chloride and alkali; material quality certificate; water quality testing report; mixing proportion engineering document; raw material weighing. BXXXApplication of concrete pour; verification document for concrete mi
38、xing proportion, shipping notification of pre-mixed concrete; notification of mixing proportion. 12Concrete PouringConcrete strength grade meets design requirement; keep testing coupon as per required; Total time period for shipping, pouring and time interval should not exceed the initial setting ti
39、me of concrete; Curing measures should be taken timely as per the technical proposal and Code requirement upon completion of each pour. Check the construction record and the coupon strength test report. BXXXApplication of concrete pour; verification document for concrete mixing proportion, shipping
40、notification of pre-mixed concrete, notification of mixing proportion.13Witness Sampling of Concrete In accordance with local requirementWitness the sampling, and delivering to laboratory in a reliable manner.BXXXWitness record14Treatment of Concrete Construction Joint Define the construction joint
41、as per engineering requirement and the construction technical proposal. Carryout the joint treatment as per the construction technical proposal. Observe and check the construction record CXDivisional/sub-divisional work inspection record; pre-inspection record; Request for acceptance inspection of x
42、xxxxx material15Formplate RemovalDe-forming strength meets the engineering and code requirement; carryout deforming and its support as per the sequence stipulated in the construction technical proposal. Check the coupon strength testing report under the same curing condition. BXXXRequest for concret
43、e deforming, Record of acceptance batch inspection of concrete deforming work.16Concrete Work Inspection and Quality EvaluationAppearance quality defect and dimension deviation meet code requirementObserve, and check the technical proposal BXXXDivisional/sub-divisional work inspection record; Record
44、 of acceptance batch inspection on appearance defect and dimension deviation of poured concrete structure; Record of acceptance batch inspection on appearance defects and dimension deviation of equipment concrete foundation.17Acceptance Inspection of Divisional Work for Concrete StructureCoupon test
45、 strength Check the coupon strength test report AXXXXDivisional/sub-divisional work inspection record; Acceptance record of solid concrete strength of sub-divisional work of concrete structure; Acceptance record of solid rebar protective course thickness of concrete structure of sub-divisional project. 3. 本工程质量控制表格、交工资料表格参考用表Applicable forms for quality control and turnover document 表 格
