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1、First, the first approach to the preparation:1, project construction reports, construction permits, construction organization design, materials, equipment, the trial.2, concrete mix design, material test.3, started on-site acceptance. Temporary facilities (scheme), safety and civilized construction

2、preparation.4, engineering measurement positioning recordShould all be prepared:Table of basic situation of building engineeringConstruction materials (approval to the construction unit to legislative approval)Construction project planning permit (to the construction unit to the planning permit)Noti

3、ce of winning the bid of construction project (the bid winning notice required by the construction unit)Construction contract (to the construction unit of the construction contract)Supervision contract (the supervision contract to the supervision unit)Construction unit qualification, personnel certi

4、ficate copyCopies of project supervision agencies and related certificatesA copy of the qualification and personnel certificate of the design unitCopy of qualification and personnel certificate of survey unitThe project construction organization and relevant copies of certificates (including qualifi

5、cation certificate, certificate (construction, budget, quality inspectors, security staff, materials, labor member, surveyors, sampling, data member, drainage, heating, electrical engineer, project manager)Record drawings and design change documentsDesign documents and design changes before commence

6、mentRecord and schedule of construction site quality management1, quality responsibility system2, the main types of professional operation qualification certificate (crane, scaffolder, gantry, electric welder, welder, straight rib, electroslag welder)3, sub contracting units of the contract4, the co

7、nstruction plan review (construction drawing review of qualified certificate)5, geological survey documents6, construction organization design, construction scheme and approvalBatch sequence of construction inspection1, engineering measurement positioning record2, earthwork excavation inspection bat

8、ch3, basic inspection records4, foundation treatment inspection batch record5, the cushion (template installation, opening identification, concrete construction, raw materials, mixture ratio and template removal)6, foundation beam (construction measurement on line, processing, steel rebar installati

9、on, formwork installation, opening identification, concrete, mix ratio, raw material, template demolition)7, foundation backfill soil (earthwork backfill inspection batch)8, column (construction survey line, steel processing, steel bar installation, formwork installation, opening identification, con

10、crete, mix ratio, raw material, template demolition)9, a layer of beam and slab stairs (construction surveying and setting out line, processing, steel rebar installation, formwork installation, opening identification, concrete, mix ratio, raw material, template demolition)10, after pouring (template

11、 installation, opening identification, concrete construction, raw materials, mixture ratio and template removal)Laboratory dataFirst, the test dataSoil: divided into the original soil test, soil compaction testRing sampler embankment cutting ring sampling sites should be in each layer after compacti

12、on of the lower half of the column base backfill: 10% of the total number of spot checks on the plinth but not less than 5 a trench and backfilling of pipe: each layer according to length percent sampling a group but not less than a group (3)Site formation: fill each layer according to the length of

13、 400900m2 sampling in a group but not less than a group (3)Excavation and backfill: a group of not less than one group (3) according to 100500m2.Soil quality sampling of each soil sample according to soil samples 20kg.Cement and fly ash:Water mud with the manufacturers, the same level, the same spec

14、ies, with the batch number and the continuous approach of cement, bags of not more than 200T for a group, not more than 500T in bulk for a number of samples per batch not less than 1 times. When in use the cement quality is suspected or ordinary portland cement manufactured more than three months mu

15、st be re sampling. Bagged cement different packet of 20 cement sampling, each package shall not be less than 0.5kg, accumulated shall be sampled at least 12kg; bulk cement to motorcycles for a sampling point, each sampling point of not less than 1kg, cumulative sampling at least 12kgFly ash with the

16、 same grade of continuous supply of 200t fly ash for a number of sampling 8kgSteel productsReinforced concrete hot-rolled ribbed, round bar the same grade, the same specifications is not greater than 60t as a group in each batch of material optionally two bars from harvested. Stretch: two 40cmBendin

17、g: two 15cm+5d (d diameter)Carbon structural steel, low alloy high strength steel of the same brand, the same grade, the same species, the same size, the same delivery condition is not greater than 60T for a number ofCold-rolled ribbed steel bars with the same grade, the same specifications, the sam

18、e shape, the same production process, the same delivery condition is not greater than 60T for a number of bending test for each batch of 2, tensile test of each batch of 1The same day flash butt welding of reinforcing steel bar, with the completion of a welder with 300 grades, with the same diameter

19、 as a joint stretch: three 40cmBend: three 15cm+5dJoint sampling:The number of classes in the same small welding within a week according to the cumulative, if the cumulative is still less than 300 joints according to the number ofArc welding of steel bars:In the cast in place concrete structure with

20、 the same grades of steel, the same type of joint is not greater than 300 joints for a number of stretching: three 40cmIn the housing structure, according to no more than two floors of the 300 joints of the same brand is not more than 300 joints for a number of less than 300 still by a number ofElec

21、tro slag pressure welding of reinforcing steel bar:In the housing structure, according to no more than two floors in the 300 joints of the 300 joints for a number of brands, less than 300 are still in a groupMechanical connection of steel bar:Same construction conditions, the same batch of materials

22、, the same grade, the same type, the same size is not greater than 500 joints for a number of (the same floor installation of the same floor is still a number of less than 500)Ordinary brick, hollow brick, aerated block:Sintered common brick with a factory, the same specifications with 3.5 to 150 th

23、ousand pieces for a number of less, the block is also based on a number of random samples from the appearance of quality and size deviation test samples in each batch of 12Empty heart brick with a factory, with the specifications to 150 thousand 3.5 pieces for a group of less, the block also by a nu

24、mber ofMulti hole brick with 50 thousand pieces for a number of manufacturersSmall concrete hollow blocks of each production factory, each of 10 thousand at least a group of sampling, for more than a multi-storey building foundation and the bottom should not be in the 2 groupMix ratio:Concrete mix a

25、ccording to the different cement varieties, the date of cement mortar, concrete properties, strength grade and different parts of the building to do a group of cement: 1 PackStone: 150kgSand: 60kgMortar mixture ratioCement: 20kgSand: 40kgRemark: when the composition of concrete and mortar is changed

26、, the mix proportion shall be re determined.Sand and gravel:With the same origin, with the specifications of 400m3 or 600T for the acceptance of the batch, less than 400m3 or 600T also for a number of samples in the heap, the sampling site should be evenly distributed. Before sampling, the sampling

27、site is eliminated. Then for 8 copies by different parts of sand extraction roughly equal, form a group of samples. For each part of the stone extracted roughly equal 15 (at the top of the stack, the middle and bottom of the five different parts of the distribution of the different parts) to form a

28、group of samples. Number: 40kg sand, stone 150kgAdditive:Expansion agent with a factory, the same species once the supply of 50t for a number of less than 50t according to a number of not less than the amount of 0.2T cement admixture, the same batch of products must be mixed evenlyWaterproof agent,

29、pumping agent with a factory, the same species once the supply of 10t for a number of less than 10t according to a number of not less than the amount of 0.2T cement admixture, the same batch of products must be mixed evenlyWater reducer, early strength agent, retarder and air entraining agent with m

30、anufacturers, the same species a supply of 10t for a group of less than 10t according to a number of not less than needed for the 0.2T cement admixture, the same batch of products must be mixed evenlyWaterproof material:Membrane waterproofing membrane with a variety, grades and specifications and gr

31、ades of products, sampling number is greater than 1000 volumes of extraction volume 5, 500 to 1000 volume extraction volume 4, 100499 volume extraction volume 3, less than 100 volumes of extraction volume 2 each batch sampling volumes from each 1 meter long as samplesWaterproof paint the same specif

32、ications, the same species, the same manufacturers every 10T for a number of less than 10T also by a number of 2kgInside and outside wall water solution paint the same factory, the same variety,?Because the 2kg panic?Note: where to enter the construction site of the waterproof membrane should be acc

33、ompanied by the factory inspection report and the factory certificate and indicate the production date, batch nameConcrete test block:The concrete compressive test block is not less than 1 times of the same mix proportion of 100m3 and no more than 100 times.Each working class mix with less than 100

34、of the concrete mixing less than 1 timesWhen a continuous casting of 1000m3, the same mix ratio of concrete per 200m3 not less than 1 timesNo less than 1 concrete for each floor, the same mixEach cast 50m3 concrete pouring pile, less than 50m3 of the pile, each pile must have 1 groups of not less th

35、an 1 timesEach group of at least 1 sets of concrete formwork inspectionExcavation of the underground continuous wall, each 50m3 or not less than 1 times per troughConstruction of concrete test blocks of the ground floor (test batch) per 1000m2 sampling shall not be less than 1 times, each increase i

36、n 1000m2 should be increased by 1 times, less than 1000m2 of 1000m2. When the mix ratio is changed, the number of samples is increased accordingly.For the first time the use of concrete mixed with at least 1 sets of openConcrete anti permeability test block of concrete structure anti permeability re

37、quirements, the concrete specimen should be random sampling in the pouring place, the same project, the same proportion of the concrete sample should not be less than one, the number of reserved groups can be determined according to the actual needs; the concrete with same ratio of underground water

38、proof concrete with a project, when continuous casting of concrete every 500m3 should retain at least one group impermeability specimen, and each project shall not be less than 2; the underground waterproof ready mixed concrete when continuous pouring concrete should be not less than 2 per 500m3 ind

39、welling specimens, and each part (bottom, side wall blocks) not less than when the two groups; each increase of 250 500m3 concrete, two groups of samples should be increased, when the concrete increased within 250 m3 when no increase in specimen group numberEach group of 6Note: 1, concrete sampling

40、should be representative and random, each sample should be at least a set of standard curing test specimens, the same conditions of the maintenance of the number of groups should be determined according to the actual needs. With indwelling 2, used in concrete structure entitative inspection of concr

41、ete conditions should be met: 1, all kinds of concrete strength should be retained in the same condition curing test block; (2), the same strength grade of the same condition curing test block and the indwelling of the number of groups should be based on the concrete engineering quantity and importa

42、nce in determining, should not be less than 10 groups, and should not be less than 3 groups; third, the same condition curing test block shall be placed in close to that of the corresponding structures or structural parts of the appropriate location, and should adopt the same curing method; 4, the a

43、verage temperature to reach a total of 600 DEG C? D can be inspected, curing period of not less than 14 days, nor should be greater than 60 days. 3, concrete anti permeability test block curing way are standard curing, curing age of not less than 28d, the longest shall not exceed 90d.Mortar:Each tes

44、t batch and not more than 250m3 of various types and strength of masonry mortar, each mixer at least once, each group of 6Building ground works should not be less than one group per layer, when the floor area of each floor construction area of more than 1000m2 to do a test block less than 1000m2, ac

45、cording to 1000m2, when the match is not accountable at the same time the corresponding system of different specimensNote: the sampling should be representative of the Huai and randomness, conservation methods are standard curing, a number of test specimens of the acceptance of the number of not les

46、s than 3 groupsAluminum alloy profiles:Aluminum alloy with carbide grades, alloy, and specifications, surface treatment of type material composed of a batch, batch is not restricted; doors and windows profiles examination takes 2 to 3 kinds of specifications of the number of sampling number: take th

47、e same batch of 1% (more than or equal to 10, lot size is less than 10 of 10 roots), specimen 10cm longWater supply and drainage, electrical:PVC insulated wires of each batch (the same brand, the same specifications, the same model) wire sampling of not less than 1 groups each group of 2 meters long

48、 line segment 2, long 10m line segment 1Welded steel pipeEach batch (the same brand, the same specifications, the same model) of the steel pipe is not less than 1 sets of samples each take 4cm, 60cm long pipe section of the 2 paragraphEach batch of galvanized steel pipe (the same trademark, the same

49、 specifications, the same model) sampling of 1 groups of steel tubes are not less than 2 4cm long pipe section, 15cm long pipe section 2. The pipe diameter is less than or equal to 5cm, then 60cm Chang 1Building with PVC plastic drainage pipe and pipe fittings of each batch (with grades, with specif

50、ications, the same type) pipe samples of not less than 1 groups take 15cm long tube 10 section, 10cm long pipe 3, 5 cm in length of pipe section, with a pipe specifications 8Building with PVC water supply plastic pipe and fittings with each batch (with grades, with specifications, the same type) pip

51、e samples of not less than 1 groups take 15cm long tube 10 section, 10cm long pipe 3, 60cm long pipe segment 1 segment, with a pipe specifications 8Valves with the same brand, with specifications, the same type for a number of each batch by 10% of the total number of inspection, the main pipe from c

52、utting off the closed valves are to be inspectedPolyethylene aluminum polyethylene composite pressure pipe of each batch (of the same grade, the same specifications, the same model) polyethylene aluminum polyethylene composite pressure sampling tube is not less than 1 in each group from 2 meters lon

53、g pipe segments of 2Ceramic seal faucets each batch (of the same grade, the same specifications, the same model) ceramic seal faucets by 5% of the total number of inspection is not less than 1 group of less than 2The number of samples used to witness the sampling inspection of the common building ma

54、terialsOrder / sample / parameter name / number / representative volume / Note1 / cement 200t /12kg/ / bag/500t/ 12kg bulk2 / /500mm hot rolled ribbed bar 2 +300mm 2 / 60t3 / hot rolled round steel bar /500mm 2 +300mm 2 / 60t4 / cold rolled ribbed steel bar /500mm 1 +300mm 2 / 60t5 / cold rolled twi

55、sted bar /500mm 2 +300mm 1 /10t6 / disc /500mm 1 +300mm 2 /60t7 / machine connect 500mm 2 +300mm 2 / 500 / base/500mm 3 /500 / connector8 / 3 +300mm 3 / 500mm welding root root / 300 / flash butt welding/500mm 3 /300 / other welding10 / type steel /500mm 1 +300mm 1 /60t 20mm / processing to the widt

56、h of the11 / 20mm welding 500mm 2 +300mm 2 / 300 to 600 / processing to the width of the12 / aluminum alloy / tubular /2 300mm13 / sand / stone /400m3/600t /20kg/10kg14 / concrete mix / each group: Sand: 30kg/Cement: 20kg/ stone: 40kg / do anti infiltration, the number doubled15 / mortar mix ratio /

57、 sand: 20kg/ cement: 3kg/Admixture and so on16 / mortar compressive /6 block / group /250m3 / edge length 70.7mm cube17 / concrete compression /3 block / group /100m3200m3/ continuous pouring 1000m3 above19 / clay solid brick /15 block /15 block20 / /1 block /18 block21 / /10 block of autoclaved lim

58、e sand brick /10 million block22 / sintered porous brick /15 block /15 block23 / light aggregate hollow block /1 block /8 block24 / fly ash brick / tile /15 block /30 block /10 million /5000m225 / waterproof coiled material / coating /1 m2/5 /2.0m2/3.0kg 15t26 / steel structure with torsion shear type high stren

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