Civil construction completion data should have material
1, start, completion report
①start report
②completion report
③construction site quality management inspection records
2, engineering measurement and positioning record
①engineering measurement and positioning records
②positioning sketches
3, construction organization design
4, drawing /p>
3, construction organization design
4, drawings review minutes
5, engineering change contact list
6, rebar warranty and test reports
①steel mechanical test report summary (including 30% witness sampling)
②quality assurance
③test report
Sample delivery requirements : take a group (45-50 cm long 4) raw materials rebar, each type of a group (generally to the warranty number as a limit, there are a few warranties to take a few groups of samples, such as a period of continuous into the steel, for the later to come in can not be reported to the superintendent, take the warranty is not put into the completion of the information, this is not to the specification requirements for the implementation of specific specific specifications for the hot-rolled ribbed, hot-rolled light round, the remainder of the heat-treated rebar to take the tensile 2 Bend 2, mild steel hot-rolled disc take 1 bend 2, cold-rolled twisted steel generally take 4 10T for a group, cold-rolled ribbed steel stretch 1 bend 2.)
7, cement factory certificates and test reports
① test report summary table
② cement warranty (28D strength report cement plant 28 days after the provision of)
③ test report
Sample delivery requirements: a car is generally a warranty, a month a test, such as this month did not get into the cement is not required to do cement testing. (Information reported to the superintendent as long as there is a warranty and test reports reported to the superintendent, there is no test report of the cement warranty will not be placed in the completion of the information inside the cement strength is generally the first time into the cement, masonry, decorative, respectively, and other as long as you do the stability on it, generally according to the specification of the 500T the same time the same factory strength level of the same manufacturer)
8, welded joints test report
①Test report summary table (including 30% witness sampling)
②Test report
3 electrode [certificate of conformity (obtained from the electrode package), electrode quality certificate (provided by the home factory)], flux [flux quality certificate (provided by the manufacturer), certificate of conformity]
Send sample requirements: joints sampling length of 10D +24. flash butt welding and electroslag Pressure welding is generally the same model of a layer of a group, send samples according to the actual situation to determine the number of samples sent, such as the layer has n types of models, it is necessary to send n groups. Flash butt welding for beam structure (including floor beams) 200 joints to send a group (a group of 6 3 tensile specimens, 3 bending specimens for tensile bending), electroslag pressure welding for columns and plates 300 joints to send a group (a group of 3 for tensile test), single-sided welding for piles, floor beams, such as floor beams have to be sampled (300 joints for a group of 3 for tensile test). In order to save the cost of experiments to send specific samples to each layer of a group to send a group of different types of welded joints, according to the specification to send samples to refer to the above.
Welding rods, slag (generally a layer of a certificate of conformity) should have a certificate of conformity and quality assurance.
9, brick factory certificates and test reports
①Test report summary
② test report (provided by the brick factory)
③ Certificate of Conformity
④ Mechanical Properties test report (provided by the laboratory)
Sample delivery requirements: (1) 50,000 bricks in a group of 15. (2) brick every 150,000 for an acceptance batch, sintered bricks, such as clay bricks, shale bricks, sintered gangue bricks, sintered fly ash bricks, etc., evaporated (pressed) bricks, such as grey sand bricks, fly ash bricks, slag bricks, a group of samples for each acceptance batch (10 per group)
10, waterproofing materials and test reports
① Certificate of Conformity
② Inspection Test Report (generally provided by the manufacturer after sending the laboratory) Manufacturers sent to the laboratory to provide us)
③ product warranty
④ waterproofing materials retest report (by the manufacturer to do in the name of the company)
11, sand and mortar proportion list
① concrete proportion notification
② concrete proportion design report
③ self-mixed concrete proportion notification
③ waterproofing material certificate and test report
1) /p>
④Foundation M10 (cement mortar) proportion notice
⑤Body (M5 mixed mortar) proportion notice
Note: ① ② two by the concrete company ③ ④ ⑤ from their own calculations to send to the laboratory
12, concrete test block test report
①Concrete test report summary table (including 30% witness sampling)
② Concrete impermeability test report summary table
③ non-statistical methods of evaluation of concrete strength auxiliary table (<10 with non-statistical evaluation)
④ test report
⑤ statistical methods of evaluation (≥ 10 with statistical evaluation)
Note: a report of a general auxiliary table of concrete strength in the evaluation process by division as well as The different strengths in each division are evaluated.
Sampling: seepage test block 500m3 a group of 6 general. General test block 100 m3 a group of 3 (each sampling to do the same conditions 600 degrees days can be pressed, standard maintenance to 28 days can be pressed, demolding test block when to remove the pressure can be pressed), if a one-time pouring more than 1,000 m3 to 200 m3 a group,.
13, mortar test block test report
① mortar test block compressive strength test report summary table
② test report
sampling a layer of a group, a group of 6 blocks, generally used for masonry do.
14, foundation inspection records
15, structural acceptance records
Foundation (± 0.000 below)
Quality control information: ① reinforcing steel raw material test report
② welding test report
③ cement warranty and re-testing report
④ hidden works
⑤ technical review<
⑥The concrete test block test report
⑦The brick certificate and test report
⑧The mortar test report
⑨The evaluation table of each sub-item and the test batch are qualified
⑩The water and electricity are attached
Observation: After checking the surface, there are no obvious holes, honeycomb pockmarks, and exposed tendons in line with the specification of the concrete
The surface flatness of the brickwork is good, and the mortar joints are all sanded. Better, gray joints are full of mortar, groove joints are better, in line with the specification requirements.
Main body (above ±0.000)
Quality control information is slightly the same as the above, except that Article 9 above is changed to the settlement observation record and others are the same.
16, hidden works
① pit bedding
② foundation: Ⅰ, reinforcing steel
Ⅱ, foundation concrete
Ⅲ, semi-basement wall panels, columns, roof
Ⅳ, a structural surface
Ⅴ, exterior wall concrete
Ⅵ, the second floor below the columns, beams, slabs, reinforcement to be done hidden.
17, technical review
① gantry pile (and gray line made before the start of construction)
② grouting holes (specification 1 × 1 charm)
③ axis size (axis deviation in line with the specification axis deviation of 3mm)
④ template axis, elevation, cross-section dimensions, verticality and flatness
⑤ infill wall elevation (tare pole)
⑥ excavation of the wall (tare bar) < /p>
VII.
⑥ ground elevation before excavation (can be done in actual situation)
18, concrete construction diary
plate vibration, insertion vibration
19, settlement observation records
① settlement observation schematic (layout plan and sign schematic)
② settlement observation record
Note: every upper floor measured once, and every upper floor brick measured once. The building is measured once for each layer of bricklaying and once for each layer of painting.
20, extraction (wind) flue inspection records
Example: extraction duct smoke inspection, norms and standards support 61 good smoke / 2004.7.5 Xu Zhengbao
21, piling information (with * work completion information into)
① piling acceptance records (such as the construction unit may not be qualified to do)*
② project control points Sampling review record*
③Pile deviation detection record*
④Test pile driving record*
⑤Construction organization design
⑥Concrete reinforced piles cage inspection batch and piling inspection batch*(put into the inspection batch separately)
⑦Positioning of the drilling rig to double-check the notification of drilling*
⑧Drilled piling construction record*
⑨Concealed work acceptance record*
⑩As-built drawings*
○11Piling part of the drawing review and construction contact sheet
12 drilled pile hole quality inspection record (optional)*
22, pile foundation test report
static load test
small strain test
23, sand, stone Test report
Sand analysis test report
Sampling: sand test is generally the same origin of the same specifications, the same time of entry every 400 m3 or 600t for an acceptance batch. Sampling sand 22KG stone quantity 40kg or 80kg group. (Sand and gravel sampling in about 20 pounds of a site is generally enough to take a sample)
Self-mixed concrete (roof C20, floor C20, bedding C10, spray concrete C20), mortar ratio review list:
24, the product certification (there are a few to have a few certificates of conformity)
①Aluminum alloy windows ② glass ③ wood windows and doors ④ flue ⑤ interior wall coatings
25, roof rain check, bathroom floor water storage test
26, foundation division project acceptance record
Foundation (division): (1) unsupported earth (sub-division)
① earth excavation (sub-division) (quality acceptance form)
1, test batch
② earth backfill (sub-division) ( Quality acceptance form)
1, test batch
(2) with support earth (sub-division)
① precipitation and drainage (deep well precipitation and open ditch drainage) (deep well precipitation well pipe need to do hidden)
② anchor soil nail wall hidden
(3) foundation treatment (sub-division)
Piling
① concrete reinforced cage (anti-pullout piles and engineering piles and specifications to be inspected)
② concrete piles (anti-pullout piles and engineering piles and specifications to be inspected)
(4) underground waterproofing
① waterproof concrete (basement foundation base plate, column wall and roof)
② coating waterproof layer (basement wall)
③ anchor spraying support
() (5) concrete foundation (sub-division) (including formwork, reinforcing steel, concrete)
Template
①Template demolition (sub) (quality acceptance form)
1, demolition part of the test batch
②Template Installation (sub) (quality acceptance form)
1, the installation part of the test batch
Reinforcement steel
① Raw materials (sub-item) (quality acceptance form)
1, raw materials inspection lot
② steel processing (sub-item) (quality acceptance form)
1, steel processing inspection lot
③ rebar connection (sub-item) (quality acceptance form)
1, reinforcing steel connection inspection lot
④ reinforcing steel installation (sub-item) (quality acceptance form)
1, reinforcing steel installation test batch
Concrete (premise of this 3 items for the premise of commercial concrete, such as self-mixed should also apply 5 test batch)
① Concrete construction (sub-item) (quality acceptance form)
1, concrete construction test batch
② Concrete dimensional deviation (sub-item) (quality acceptance form)
1, Concrete dimensional deviation inspection batch
③ Concrete appearance quality (sub-item) (quality acceptance form)
1. Concrete appearance quality inspection batch
④ Concrete raw material inspection batch quality acceptance record
⑤ Concrete proportioning design inspection batch quality acceptance record
(5) Masonry foundation (sub-division)
Brick Masonry test batch
Acceptance records: according to the specification requirements for sampling commercial concrete retention strength in line with the design requirements, according to the requirements for sampling retention of a group of watering and maintenance.
27, the main branch of the project acceptance record (sub-specific to each part)
Main (Division): (1) concrete structure (sub-division) (including templates, reinforcing steel, cast-in-place structure)
① template (sub-division)
1, template demolition (Quality Acceptance Form)
2, template installation (Quality Acceptance Form)
② Steel (sub-division)
1, steel raw materials (quality acceptance form)
2, steel processing (quality acceptance form)
3, steel connection (quality acceptance form)
4, steel installation (quality acceptance form)
3 cast-in-place structure (sub-division)
(2) Masonry (sub-division) < /p>
28, decoration (division): (1) ground (sub-division)
① cement (sub) (quality acceptance form)
② mortar (sub) (quality acceptance form)
(2) plastering (sub)
① internal plastering (quality acceptance form)
① external plastering (quality acceptance form)
① external plastering (quality acceptance form)
② test lot
(3) windows and doors (sub-division)
① production and installation of windows and doors
(4) finishing (sub-division)
① water-based internal coating
② water-based external coating
③ solvent-based coatings
(5) details (sub-division)
① guardrail and handrail production and installation
29, roofing (Division): (1) paint waterproofing
① leveling layer
② waterproofing layer
(2) tile roofing flat tile work
30, the completion of the acceptance table
① quality of the project completion and acceptance records
② quality control information inspection records
③ unit (sub-unit) engineering safety and functional inspection
Record of data verification and main function sampling
④Record of inspection of sensory quality
31、Certificate of Conformity of Ready-Mixed Concrete
①Certificate of Conformity of Ready-Mixed Concrete and Components Summary Sheet
②Product Certificate of Conformity (Certificate of Conformity and test report are provided according to different dates, parts, and mixing ratios)
Attachment: Measurement Record of Vertical Degree and Overall Height of Buildings
Attachment: Measurement Record of Vertical Degree and Overall Height of Buildings< /p>
Quality completion reports and records
Completion and acceptance of the audit sheet + acceptance of the program + assessment report of the units
Sub-content:
Civil construction should have materials to start
1, Gongshu District, the construction project safety production and civilization of construction supervision plan, construction project safety, quality, civilization of construction and the target management of responsibility for the goal accountability system Assessment indicators, the list of members of the supervision team (before the commencement of construction by the quality and safety department together with the project department)
2, sewage license for the handling of drainage permits
required to provide
construction permits, construction contracts, construction master plan
required to fill in
Hangzhou Construction Noise Declaration Form, the project construction basic Information form
Environmental assessment commissioning letter, building construction notice board production contact sheet
3, application report for the start of construction works
4, report on the commencement of construction works (the first successful test pile is the date of commencement of construction works)
5, inspection record of the quality management of the construction site (Table A.0.1)
The site of each management system, responsibility, special work, the qualification certificate of subcontractors, the certificate of the workman, the certificate of the subcontractor, the certificate of the subcontractor's qualification and the certificate of the subcontractor's qualification and the certificate of the subcontractor. Induction certificate, subcontracting unit qualification machinery qualification certificate and construction personnel induction certificate, geological survey report, construction organization design construction program, quality and safety assurance system, construction drawings and design documents review report, construction technical standards, engineering quality inspection system, mixing station and measurement setup, on-site materials, equipment storage and management.
6, building construction permit, planning permit
7, test pile driving record
8, structural entity inspection plan
9, minutes of drawing review
10, company qualification, concrete company qualification, subcontracting (piling) unit qualification
11, quality and safety assurance system review record
12, witness sampling authorization (filled in by the supervisor and submitted to the testing center), testing center qualification, and commissioning sheet
13, engineering positioning, placement records (positioning sketch, engineering positioning, placement records)
14, on-site machinery, measuring instruments, piling machine review
15, movable house (① construction enterprise qualification certificate, ② construction enterprise safety qualification) License, ③ movable house product structure instruction manual, ④ product certification, ⑤ test report, ⑥ wind grade, ⑦ comprehensive acceptance form)
16, safety and quality filing (plan review and examination report, construction organization design, safety review and report information, construction permit, planning license, start of work safety production filing form, structural entity testing plan, quality and safety assurance system review records, Construction site quality management inspection record A.0.1 table)
17, testing point protection measures program
Piling part
Piling part of the report to the supervisory information: 1, the review form (A4 form)*2, rig positioning review and notification of opening*3, concrete piling cage inspection lot quality acceptance record 010405-1, 4, annex table (D.0.1 schedule)*5, the quality of the concrete piling cage inspection lot quality acceptance record 010405-1, 4, annex table (D.0.1 schedule)*6, the quality of the construction site quality assurance system, quality assurance system review record A.0.1 table). .1 Schedule) ※5, Quality acceptance record of test lot of concrete filled piles 010405-2 (after excavation, if the pile quantity is less, the test lot can be made according to the pile type, if the pile quantity is more, the pile quantity excavated every day will be inspected according to the day) ※6, Reinforcing steel cage hidden work or reinforcing steel cage inspection list 7, Concrete pouring order 8, Concrete mixing proportion list ※9, Construction record of drilled piles 10, Gantry piles Technical review, gray line technical review11, pile part of the drawing review minutes12, engineering positioning measurement and placement record13, test pile record14, piling delivery acceptance record15, pile deviation record16, small strain and static load test report17, drilled pile borehole quality inspection record
Piling part of the information of the main formula:
Net reinforcement spacing：[∏R(R is the distance between the piles )-main bar R×number of main bars]÷(number of main bars-1)
Net lap length: 10D on one side 5D on both sides
Holding layer: see drawing
Sampling length of reinforcement: 10D+24
Length of reinforcement cage=design depth of hole+elevation of ground level - elevation of top of cage
Design piling part information main calculation formula:[∏R(R is pile distance) - main bar R×number of main bars] ÷ (number of main bars-1) /p>
Design pile length=design hole depth+ground elevation-top elevation
Fixed value: filling height 1.5 Reinforcing steel cage is generally 9m for a section
Top elevation of reinforcing steel cage=top elevation of pile-top elevation-extra portion (refer to the drawing)
Height of concrete surface from the ground level=top elevation of pile-top elevation -ground elevation-extra portion (refer to the drawing)
Height of concrete surface from the ground level = top elevation of pile -Elevation of floor - height of filling
Filling coefficient=actual ÷theoretical
Length of hanging bar=elevation of cage - elevation of floor + height of machine surface (round bar surface to the ground)
Actual height of the machine=0.65(based on actual measurement)+0.48
I. Piling delivery attachment
(1) Construction organization design
(2) Record of pile driving test
(3) Record of project control point layout review, record of quality inspection of drilled pile borehole formation,
(4) Notification of drilling positioning review and opening of borehole
(5) Concealed inspection list of reinforcing steel cage (concealed reinforcement)
(6) Construction record of drilled piles, inspection lot (reinforcement cage and piling), pile deviation,
(7) Static load test report (omitted)
(8) Small strain test report (omitted)
(9) Construction contact sheet
(10) Delivery and acceptance record (can be dispensed with if the constructor has piling qualification)
(11) Completion (Omitted)
Archived materials: test pile driving record - record of reviewing engineering control point placement - notice of re-checking and opening of drilling hole positioning - record of inspection of quality of drilled piles - record of acceptance of concealed works - record of drilled pile construction - record of steel reinforced concrete piles construction - record of acceptance of steel reinforced concrete piles construction - record of acceptance of steel reinforced concrete piles construction Construction record of bored piles - Inspection batch of reinforcing cage - Inspection batch of bored piles - Pile deviation - Acceptance record of piling works - As-built drawings
Specific construction process: Gray line inspection - Pile position measurement - Burying of sheath Drilling rig in place - drilling into hole - primary clearing - lowering reinforcement cage - lowering conduit - secondary clearing - filling concrete - shifting (specific reference to pile foundation construction organization design)
Tests: pile concrete test block, raw material testing of reinforcement welding
Foundation (below ±0.000)
I. Piling test
Data: pile load test report
Providing data: pile load test report of test piles
Provide data: pile length of test pile (can be design pile length or actual pile length), pile diameter, construction records, geology report, elevation, yellow sea elevation of the pile (yellow sea elevation - elevation) (specific reference to the pile foundation testing program)
Second, earth excavation pit enclosure
Data: earth excavation test batch, backfill test batch, anchors, reinforcing bar Mesh concealed works and test batch (anchor and soil nail wall support test batch, anchor spray support test batch), technical review of ground elevation (measured before digging as the basis for calculation of earth volume and show the contact sheet to Party A), excavation gray line technical review, deep well precipitation concealed works, precipitation and drainage test batch, foundation groove checking, summary of sub-items
Tests: (spray concrete ratio review), anchor for pullout test (Supervisory unit or Party A request to do without the request is not done), spray concrete for 2-3 groups of test blocks
Specific construction: leveling instrument to control the elevation of forbidden over-excavation, with white ash put out the ground beam bearing platform sample, pile checking good pile test batch.
Attachment: if there is a pile should be attached to the pile records, pile concrete should be higher than the pile concrete a grade
Three, foundation
Steel pipe fasteners test
Sand and gravel test
Information: bearing platform, floor beam brick tire membrane, bedding axis, elevation, and cross-section dimensions of the technical review
Pre-construction: Concrete Pouring Order Matching ratio list - hidden works (bedding, brick membrane, water-stop steel plate, bearing platform floor beam base plate reinforcement) - reinforcing steel test batch (raw materials, processing, connection, installation) - formwork installation test batch - formwork installation technical review ( Axis, elevation, section size) - (concrete construction record) concrete pouring list. After construction: concrete construction inspection batch - formwork removal inspection batch - cast-in-place structure appearance quality inspection batch - cast-in-place structure dimensional deviation inspection batch - waterproofing concrete inspection batch.
Basement construction (according to the actual situation, some vertical and horizontal to be done separately): the first floor beams and plates, basement columns, walls, staircase axis alignment technical review - formwork installation (axis, elevation, section size, verticality) technical review - reinforcing steel test batch (raw materials, processing, connecting, installation) Inspection batch of formwork installation - Concrete pouring order - Mixing ratio list - Concrete construction record - Inspection batch of concrete construction - Inspection batch of formwork dismantling - Inspection batch of cast-in-place structure appearance quality. Inspection batch of appearance quality of cast-in-place structure - Inspection batch of dimensional deviation of cast-in-place structure - Inspection batch of waterproof concrete - Waterproofing information of basement wall (coating inspection batch, certificate of conformity, testing and retesting report, hidden works (non-woven fabric)). - Earth backfill test batch for basement wall. Brick masonry (test batch and technical review) - sub-parts and the summary of the information
Specific construction: pile cutting - pile deviation check - brick tire membrane placement (latitude and longitude) - brick masonry on the over-excavated places to Back to the soil - bedding template placement - paving stones - pouring bedding - pile of small strain test - put the foundation of one meter construction line (latitude and longitude instrument) - ground beam bearing platform base plate reinforcement binding and making -Concrete pouring -Axis alignment -Template installation axis, elevation, section size -Rebar binding -Template installation -Concrete pouring
Information: 1, start report 2, engineering positioning measurement record. 3, foundation inspection record. 4, drawing meeting minutes. 5, rebar raw material warranty and test report. 6, rebar welding joint test report and flux welding rod certificate. 7, cement factory certificate and test report. 8, concrete test block test report. 9, pile foundation engineering test report (static loading test report, small strain test report). 10, pile foundation Completion data (test pile driving record, engineering control point sampling review record, borehole quality inspection record, borehole positioning review and notification of hole opening, reinforcing steel cage hidden inspection sheet (reinforcing steel hidden), bored pile construction record, inspection lot (reinforcing steel cage and pile), pile deviation, construction contact sheet, handing over acceptance record, as-built drawings). 11, fireproofing material certificate of conformity and test report and retesting report. 12, brick factory certificate of conformity and test report. 13, brick factory certificate of conformity and test report. 14, brick factory certificate of conformity and test report. 15, brick factory certificate of conformity and test report. 16, brick factory certificate of conformity and test report. 12, Brick factory certificate and test report. 13, Mortar test report. 14, Concealed work acceptance record. 15, Concrete construction record. 16, Technical review record. 17, Contact sheet. 18, Assessment table of each sub-parts. 19, Concrete certificate of conformity.
Foundation-related acceptance:
1, basement steel protective layer entity testing
2, quality inspection station intermediate structural acceptance
Part I: quality inspection station entity testing (protective layer, strength, alkalinity)
(1) before the test to the quality inspection station submitted to the "engineering structural QC sampling test registration form "
(2) testing requires the construction unit to provide sampling parts of the information:
① relevant components of the concrete test block compressive strength report;
② the batch of concrete ratio notification form;
③ relevant sampling items of the design change documents (concrete strength level, thickness of the floor slab, distribution of reinforcement, etc.) If this item is Provide no can not be used.
④Related parts of the hidden works.
Supervisory units are required to provide sampling parts of the information:
① relevant sampling component concrete pouring order;
② relevant sampling component bystander records;
3, intermediate structural acceptance of the application form
4, structural acceptance of the summary
Main body (more than ± 0.000)
Body Construction:
1, the reinforcement of the main body, the main body of the construction:
The main body of the construction:
The main body of the construction:
The main body of the construction:
1, the pull-out test of the implanted reinforcement (implanted generally 7 days can be done to test a group of 2-3)1, (± 0.000 after the completion of the settlement should be set up according to the drawings of the observation point, the observation point is generally located in the +0.100 place, with 16 galvanized steel mushroom head reinforcement implantation adhesive method and the connection of the column, generally implanted in the concrete within 6 centimeters, ± 0.000 cited, the elevation of the absolute elevation (the Yellow Sea) (Elevation) to m as a unit, the specific operation of the settlement observation table)
2, the second floor beams and plates, the first floor columns, walls, staircase axial alignment technical review - template installation (axis, elevation, section size, verticality) technical review - reinforcing steel test batch (raw materials, processing, connecting, installation) Inspection batch of formwork installation - Concrete pouring order - Mixing ratio list - Concrete construction record - Inspection batch of concrete construction - Inspection batch of formwork dismantling - Inspection batch of cast-in-place structure appearance quality. Cast-in-place structure appearance quality inspection batch - cast-in-place structure dimensional deviation inspection batch - brick axis technical review - masonry inspection batch
Information: 1, the relevant inspection batch and evaluation table 2, brick certificate of conformity and test report 3, mortar test block summary table and test report and match ratio. 4, cement Summary table, warranty sheet, and test report.5. Tie bar pulling test report.6. Contact sheet.7. Minutes of drawing meeting.8. Material warranty sheet and test report of reinforcement raw material.9. Test report of reinforcement connection joint and certificate of conformity of flux electrode.10. Concrete test report.11. Record of acceptance of concealed work.12. Record of technical review.13 Record of settlement observation.14. Concrete construction record.15, Concrete certificate of conformity.
Main body-related acceptance:
1. Main body reinforcement protective layer entity test
2. Quality inspection station intermediate structural acceptance
Part I: Quality inspection station entity test (protective layer, strength, alkalinity, floor height, slab thickness)
(1) Before the test, submit to the quality inspection station, "engineering structural quality control sampling test Registration form"
(2) testing requires the construction unit to provide sampling part of the information:
① relevant components of the concrete test block compressive strength report (including standardized culture and the same conditions);
② batch of concrete proportion notice;
③ relevant sampling items of the design changes (concrete strength level, floor thickness, reinforcement distribution, etc.) This item is the first time that a concrete sample is tested. (concrete strength level, floor thickness, reinforcement distribution, etc.) If this item is provided, no can not be used.
④Related parts of the hidden works.
Supervisory units are required to provide sampling parts of the information:
1) the relevant sampling components of concrete pouring order;
② relevant sampling components of the side records;
3, intermediate structural acceptance of the application form
4, structural acceptance of the summary
Decorative works
Data: 1, cement certificate and test report. 2, relevant test batches (plastering, plastering, steel distribution, etc.). 3, the relevant test batches (plastering, plastering, etc.), the relevant test batches (plastering, steel distribution, etc.), the relevant test batches (plastering, steel distribution, etc.). The relevant test batch (plaster, face brick). 3, paint certificate and test report. 4, aluminum alloy doors and windows certificate and test report. 5, glass certificate. 6, wooden door certificate. 7, interface agent, lime yellow certificate and test report. 8, fire shutter and fire door certificate and test report. 9, granite certificate. 10, floor tiles and face tiles certificate. 11, waterproofing agent certificate ( May or may not be). 12, waterproofing membrane and linoleum certificate, test report and retest report. 13, elevator manufacturer qualification and related elevator information. 14, flooring test block test report. 15, hidden acceptance record.
Completion data organization
Cover - construction engineering technical data catalog - summary table (some fill in) - information
1 Completion Acceptance Application Form - Completion of the initial inspection - five units Assessment report - indoor environmental testing - completion table - completion report - preliminary inspection minutes - quality warranty - quality inspection station summary table - safety production civilization Construction Grade Approval Form - Construction Safety Inspection Evaluation Form - Construction Safety Inspection Score Summary Form - Residential Construction Quality Warranty Card Subscription Slip Engineering Signage Commissioning Slip - Division - As-Built Drawing (Other information refer to the Quality Inspection Station) Information documents are ready)