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1、1技术设备 technical preparation施工现场质量管理应冇相应的施工技术标准,健 全的质量管理体制,施工质量控制和质绘检验制 度;有施工纽织设计和施工技术方案,并经批准。 the contractorj s related construction technical standard; completed quality management, quality control system and inspection regulations should be available at site;the approved construction execution pla

2、n and technical proposal should be available审查现场质量管理体制, 审査施工组织设计和技术 方案,分包资质review contractor" s site quality control system, construction execut ion plan and technical proposal, and sub-contract qualificcitio r)工程开工/复工报审表,施工 组织设计报审衣,分包商单 位资格报审表gb-50319-2000-a1gb-50319-2000-a2gb-50319-2000-a3i&a

3、mp;qrw&rw&rw2钢筋,钢筋机械 连接川钢套筒等 原材料进场,报 验delivery and inspection of incoming rebar, steel sleeves for mechanical connection of rebar, etc检查物资出厂质量证明文件及检测报告是否齐 全;对有抗震设防耍求的框架结构,其纵向受力 钢筋的强度应满足设计,规范耍求;物资表观质 量符合要求,按规定须抽检的材料,呢件是否及 时捕检;按施工方案编制的见证取样计划进行取样复试 check material ex-work quality proofing docume

4、nt and test report for the completeness; the strength of re-bar in longitudinal directi on 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 requiremcnt.sample tes

5、ting has been done in accordanee with witness sampling plan prepared by construction contractor审查质量证明文件,廿测 材料外观是否合格 全数检查按施工方取样讣划30%抽 检review quality certificate and proofing document, visual check the material conformity工程材料/构配表/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site i

6、nspection record for construction material/component and fiitings; ex-work qualily certificate; material warranty document; commodity inspection certificate; steel material performance testing report; steel testing report; gb-50319-2000mari&t &qrw&rw&rw3地基验槽groundinspection符合设计,规范要求c

7、onform to design and code requirement全数检查100% inspect ion钎探记录,隐蔽记录,地基 验槽记录,xx报检申请表gla50319-2000-a4;iwwwcompactness test record, work cover-up record, ground inspection record4平面放线plane settingout轴线位置,底模表面标高,截而内部尺寸,预埋 件位置,标高,预留洞大小,位置,标高等。 axial line position, elevation of bottom form-plate; interior

8、size of cross section; position and elevation of buiit-in component; size, position and elevation of pre-cast holes钢尺检查及测量仪器观测 inspection by steel ruler, and observation by measuring instrument工程定位测量记录,基槽验 线记录,楼层平血,标高放 线记录,分项/分部工程报检 表,xx报验申请表 gb-50319-2000-a4;location setout measurement record; grou

9、nd setout inspection record; floor plane and elevation setting out record; divisional/ sub- divisional work in sped ion record;iww5钢筋加工re-bar fabrication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rebar bonding and hooking is in accordance with code requirement, the straightening, configuration and size meet

10、 the requirement钢尺检查毎工作班同类型 钢筋,同一加工设备抽查 不少于3件inspect with steel ruler spot check of 3 pieces of same type rebar, same processing machine for each shift钢筋加工检验批质屋验收记 录表,xx报检申请表 gla50319-2000-a4;batch acceptanee inspection record for rebar fabrication and inspectioniw®6钢筋连接 steel rebar connection纵

11、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 type, specification, quantity and location of rebar of longitudinal tension application; rebar connecting method, location, quantity, and percentage of冃测,尺量,检查产品合 格证,接头力学性能试验 报告等visual check, inspect with rulort check

12、 quality certificate, mechanical test report of the施工检查记录(通用),钢 筋接头的试验报告等record of construct ion inspection (general application), rebar connection testing reportt&1&qrw&rw&rwconnecting area etc;type, specification, quanlily, spacing of hoop reinforcement and lateral reinforcemenl; s

13、pecification, quantity and location of embedded itcms/componontconnections, etc.7钢筋验收steel rebar acceptaneo inspection.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,接头血积百 分率等;输筋,横向钢筋的品种,规格,数量, 间距等;预理件的规格,数量,位置等符合设计 要求type, specification, quantity and location of rebar of longitudinal tension application; re

14、bar connecting method, location, quantity, and percentage of connecting area etc;type, specification, quaintity, spacing of hoop reinforcement and lateral reinforcement; specification, quantity and location of embedded items/component目测,尺量,条全数检查visual check, inspect with ruler分项、分部工稈施工报检 表,隐蔽工程检查记录,

15、钢 筋安装t程检验批质虽验收 记录表,报验申请表division/sub-divisional work inspection record; inspect!on record batch acceptance inspection record for rebar installation, request for acceptance inspection of material; work cover-up inspection recordiww8模板配板 formplate configuration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

16、工荷& formplate and iis support should meet the construction load with enough carrying capacity as per the engineering to the actual application; rigidity and stability should meet the requirement审査施工方案,全数检查review constructor s construction proposa1施工组织设计报审表 gh-50319-2000-a2.i&qrw&rw&r

17、9模板支设 formplate erection模板支撐满足施工要求,模板隔离剂不得沾污钢 筋和栓接槎处,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 满足规范耍求等per construction requirement, isolating agent should not contaminate rebar and目测,尺量,水准仪或拉 线钢尺检査visual inspection, ruler metering, level gauging or pull wire ruler inspection.施工检查记录(通用) construction inspe

18、ction record (for general application)iwconcrete interface, no mortar leaking in the formplate joint, arch camber should fol low design requirement, no miss of precast holes in formplate, installation deviation should meet the requirement.timbering; complete check of isolating agenl, 100% inspection

19、.10模板验收 formplate acceptance inspection模板支撑满足施工要求,模板隔离剂不得沾污钢 筋和径接槎处,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 满足规范耍求等per construction requirement, isolating agent should not contaminate rebar and concrcte interface, no mortar leaking in the formplatc joint, circh camber should follow dcsign requirement,

20、no miss of preserve holes in formplate, installation deviation should meet the requirement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 visual inspection, ruler metering, level gauging or pull wire ruler inspcction.100% inspection.分项/分部施工报检表,预检 记录,模板安装工程验批质 量验收记录表 预制构件模板工程检验批质 量验收记录表section/i)ivision work insp

21、ection record; pre- inspcction record: formplatc erection acceptanee batch inspection record; form of acceptance batch inspection on pre-cast components of formplateiww11混凝土搅拌(商桧运输)concreteagitation (ready- mix concrete transportation)原材料及其进场报检资料,配合比设计资料符合 规范和设计要求,混凝上原材料每盘称量的偏差 符合设计要求document for ma

22、terial inspection and material receiving inspection, engineering document on mixing proportion meet code requirement; deviation of material for each weight meet engineering requiremenl1.水泥袋:200t不少于1 次;散袋s500t不少于1次 cement bag packaged 200t inspection in 1 time (minimiim) 2外加剂:按批次和产需 抽样检验方案确定 admixtur

23、e: to be fixed as per batch time and product sampling inspection plan 3.配合比设计:全数检査 mix design: 100% inspcctio n.混凝土浇灌申请,开盘鉴 定,预拌絵运输单,配合比 通知单application of concrete pour; verification document for concrete mixing proportion, shipping notification of pre-mixed concrete; notification of mixing proport

24、ion.t&i&qrw&rw4称量:每工作班不少于1 次weighing: not less than 1 time for each working shift12混凝1 浇筑 concretepouring混凝土强度等级符合设让要求,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concrete strength grade meets design requirement; keep testing coupon as per- required; total time per

25、iod for shipping, pouring and time interval should not exceed the initial setting time of concrete; curing measures should be taken timely as per the technical proposal and code requirement upon completion of each pour检查施工记录及试件强度 试验报告;全数检查 check the construct ion record and the coupon strength test

26、report;100% inspection1.试件:test cube:a. 100 盘且<100.f,取样 不少于1次for 100 pans and <100m sampling is required not less than 1 tiinc b每工作班不足100盘, 取样不少于1次for less than 100 pans pershift, sampling is required not less than 1 time.c. 一次超过1000 w,每 200 m不少于1次for pouring more than 1000m3 in 1 time,samplin

27、g not less than混凝土浇灌申请,开盘鉴 定,预拌伦运输单,配合比 通知单,养护测温记录,混 凝土施工检验批质量检收记 录表application of concrete pour; verification documentfor cube test on concrete mixing proportion, shipping notification of pre-mixed concrete, notification of mixing proportion.t&1&qrw&rw&rw1 time per 200m d.每-楼层不少于1次

28、sampling not less than1 time for each floor e 毎次取样至少留1组标 准养护试件mainlain 1 group at least standard curing cube for each sampling.2.间歇时间:全数检查 interval time: 100% inspection13混凝土见证取样 witness sampling of concrete按地方有关要求执行in accordance with local rcquircment旁站取样并采取可靠措施 送至实验室规定取样数量 的30%witness the sampling

29、, and delivering to lciboratory in a reliable manner proportion of witness sampling is 30% as required见证记录witness recordgd2301038t&i&orw&rw&rw14混凝土施工缝处 理treatment ofconcreteconstruct ionjoint施工缝位置应按设计要求和施工设计方案确定, 施工缝的处理应按施工技术方案执行define the construction joint as per engineering requir

30、ement and the construction lechnical proposa1. carryout the joint treatment as per the construction technical proposa1观察,检查施工记录 observe and check the construction record分项/分部工程报检表,预检 记录,xx报检申请表 section/division work inspection record; pre- inspection record;pre-inspection rccord.iw®w哆15模板拆除 for

31、mwork removal拆模强度符合设计及规范要求:模板及其支架拆 除顺序及安装措施应按施工技术方案 l)e-forming sirength meets the engineering and code requirement; carryout deforming and its support as per the sequence stipulated in the construction technical proposa1检查同条件养护件强度试 验报告全数检查check the coupon strength testing report under the same curi

32、ng conditio n.100% inspection.混凝土拆模申请单,模板拆 除工程检验批质量验收记录 农request for concrete formwork remova1, record of cicccptance batch inspection of concrete formwork removai workiw®w®16混凝土工程质量 验评concrete work inspection and quality evaluation外观质量缺陷及尺寸偏差符合规范要求 appearance quality defect and dimension deviation meet code requirement观察及检查处理方案,全 数检查observe, and check the technical proposal; 100% inspection分项、分部工程报验表,现 浇结构外观及尺寸偏差检验 批质呈验收记录表混凝上设 备皋础外观及尺寸偏差检验 批验收记录 section/division work inspection record: record of acceptance batc

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