You can go to the local archives, construction committees and architectural bookstores to sell samples of architectural engineering technical tables. Librarians are also divided into civil engineering and installation, all the same. If you haven't been exposed to this before, you can read more books on it. If you don't know, ask the builder and technical director. They should all understand.
You can also learn from the data examples compiled by others. This follows the process. For example, the light steel keel should be hidden in front of the ceiling, so you should do a good job of hidden information during construction so that the supervisor can sign it before entering the next process. Items and inspection lots can be done later.
As a librarian, reading is generally of little use!
Actually, be diligent and ask more technicians or supervisors!
See more in the front line, learn more, and even help workers do it, so that you can get started quickly! If you want to read a book, you have to read more about construction specifications and construction plans.
Document training materials
1. Changes of old and new specifications
1. 1 Since the promulgation of the Unified Standard for Acceptance of Construction Quality of Building Projects (GB50300-200 1), the projects that require to sign the survey, design and construction contracts from 2003 1 must follow the corresponding new 14 specification.
1.2 The new unified quasi-ratio 88 standard adds the concepts of sub-unit, sub-division and inspection lot. The evaluation of the project has also changed, from the original quality inspection station to the filing system.
1.3 Division of unit, sub-unit project, division and sub-division:
1.3. 1 Division of unit projects: building (structure) unit projects and outdoor unit projects.
Building (structure) unit project refers to an independent and single building (structure) composed of buildings, structures and construction equipment installation projects.
Outdoor unit project is divided into outdoor building environment and outdoor installation, and further divided into subsidiary building, outdoor environment, water supply and drainage, heating and electrical sub-unit project (to ensure the division, evaluation and acceptance of sub-projects, sub-projects and unit projects, it should be regarded as a part of construction organization design), and it should be made clear in advance.
1.3.2 Division of works: buildings and structures are divided into four divisions: foundation and foundation, main structure, decoration and roof; Building equipment installation is divided into five projects: building water supply and drainage and heating engineering, building electrical installation engineering, ventilation and air conditioning engineering, elevator installation engineering and intelligent building. It can be divided into several sub-division projects according to material types, construction characteristics, construction procedures, professional systems and categories.
1.3.2. 1 Foundation and foundation subdivisional work include structural and waterproof subdivisional work below 0.00. All basement works below the first floor structure (cast-in-place concrete floor or precast floor) are included in the "foundation" sub-project There is no basement, the wall is demarcated by moistureproof layer, and the indoor floor mat is demarcated. The pile foundation is bounded by the upper cover of the bearing platform. It is divided into unsupported earthwork, supported earthwork, foundation treatment, pile foundation, underground waterproofing, concrete foundation, masonry foundation, steel (pipe) concrete and steel structure.
1.3.2.2 There is no big change between the main sub-projects and the original standard, and all load-bearing members above 0.00 are the main body.
When dividing, for the provisions of non-bearing walls, the division of plates, masonry and welded partitions is divided into main parts; Light steel, wood, etc. They are all bonded with nails, screws or glue, and they are all included in the decoration sub-project. It is divided into concrete structure, rigid steel (pipe) concrete structure, masonry structure, steel structure, wood structure, grid structure and cable-membrane structure.
1.3.2.3 Architectural decoration engineering includes ground and floor engineering (including base and surface), door and window engineering, curtain wall engineering and indoor and outdoor decoration engineering. In addition, for projects with basements, except the sub-projects of the structure and waterproof part below 0.00 are included in the sub-projects of "foundation and foundation", other sub-projects such as ground, decoration, doors and windows are still included in the sub-projects of architectural decoration. It is divided into floor, plastering, doors and windows, suspended ceiling, light partition wall, decorative board (brick), curtain wall, painting, pasting and flexible packaging, and detailed sub-division projects.
1.3.2.4 The building roof division project includes the leveling layer, thermal insulation layer, various waterproof layers and protective layers of the roof. Underground waterproofing, ground waterproofing and wall waterproofing should be included in the sub-projects of "foundation and foundation", "decoration" and "main body" respectively. It is divided into coiled material waterproof roof, coated waterproof roof, rigid waterproof roof, tile roof and insulation house sub-projects.
1.3.2.5 building water supply and drainage and heating division project, including water supply and drainage pipelines, heating and sanitation facilities, etc. The original gas project is not included in the project of this division. It is divided into indoor water supply system, indoor drainage system, indoor hot water supply system, sanitary ware installation, indoor heating system, outdoor water supply network, outdoor drainage network, outdoor heating network, building reclaimed water system and swimming pool system, heating boiler and auxiliary equipment installation.
1.3.2.6 In order to adapt to the change of the scope of application, the sub-project of building electrical installation mainly refers to the strong current part and separates the weak current part. It is divided into outdoor electrical, distribution room, power supply trunk line, electric power, electric lighting installation, standby and uninterrupted power supply installation, lightning protection and grounding installation sub-branch projects.
1.3.2.7 intelligent building sub-project is a new sub-project which is often referred to as weak current part. It is divided into communication network system, office automation system, building equipment monitoring system, fire alarm and fire control linkage system, safety prevention system, integrated wiring system, intelligent integrated system, power supply and grounding, environment and residential (residential) intelligent system.
1.3.2.8 ventilation and air conditioning subdivisional works are divided into air supply and exhaust system, smoke control system, dust removal system, air conditioning system, purified air conditioning system, refrigeration system and air conditioning water system.
1.3.2.9 elevator installation subdivisional work is divided into electric lead-in or forced elevator installation, hydraulic elevator installation, escalator installation, moving sidewalk installation and other subdivisional work according to its types. 1.3.3 subdivisional work of building and structural engineering is divided according to the main types of work, but it can also be divided according to the sequence of construction procedures and the different materials used. There are also some sub-projects that are not limited to one type of work, but are jointly constructed by several types of work, such as the production and installation of guardrails and handrails in decoration projects. Because the material can be metal or wood, it is not necessarily a kind of work. The main subdivisional work must also be divided into subdivisional work according to the floor (section) where the building is located, and the single-storey building should be divided into subdivisional work according to the deformation joints. For the subprojects of other subprojects, there is no mandatory unification. Generally, it is divided by floors (sections), which is convenient for quality control and acceptance, so that one layer is completed and the other layer is accepted. Therefore, when they can be divided by floors, they should be divided as much as possible. For some small projects or projects that are difficult to divide by floor, it is not necessary to divide by floor. For reinforced concrete frame structure, formwork, steel bar and concrete of each floor are generally constructed in turn, and the same type of work project of vertical component and horizontal component is divided into a sub-project respectively.
The subdivisional work of the construction equipment installation project should generally be divided according to the type of work and equipment group, and can also be divided according to the system and section, such as carbon steel pipe water supply pipeline and drainage pipeline. In addition, different working pressures and quality requirements of pipelines should be divided into different sub-projects respectively. At the same time, according to the characteristics of the project, we should divide each sub-project according to the system or section, such as the sewer pipe of residential buildings, and divide the drainage system of each unit into a sub-project.
1.3.4 inspection lot refers to the inspection body composed of a certain number of samples taken for inspection under the same production conditions or in a specified way. The division of inspection lot is basically the same as that of subdivisional work. 1.4 acceptance procedures for units, sub-units, divisions and sub-divisions.
Inspection lot-it is inspected and evaluated by the full-time quality inspector of the project, and the supervision engineer (the project technical director of the construction unit) organizes the acceptance of the project technical director.
The inspection and evaluation of subdivisional work shall be organized by the technical director of the project, and the acceptance shall be organized by the supervision engineer (technical director of the project of the construction unit).
Division project-After the construction unit has passed the self-inspection, the chief supervision engineer (technical director of the project of the construction unit) will organize the project director (project manager) of the construction unit, the head of the technical quality department and the project director of the survey and design unit to participate in the acceptance. The survey unit only participates in the foundation division (sub-division) project, and the design unit only participates in the foundation, main structure and important installation division (sub-division) project. When there are multiple sub-projects in a sub-project, the quality acceptance can be carried out one by one, and then the quality control data of each sub-project can be checked; Check the data of safety and function inspection and sampling inspection results of sub-projects such as foundation and foundation, main structure and equipment installation project; Evaluation of visual quality and so on.
Unit project-After the unit project is completed, the construction unit will organize relevant personnel to carry out inspection and evaluation, and submit the project acceptance report to the construction unit. After the construction unit receives the project acceptance report, the person in charge of the construction unit (project) shall organize the construction (including subcontractors), design, supervision and other units (project leaders) to carry out the project acceptance of the unit (sub-unit).
See attached figure 1 for the acceptance evaluation procedures of inspection lots, disciplines, divisions, subunits and units.
It basically boils down to the qualification judgment of the inspection lot. The qualified inspection lot shall meet the following requirements: the sampling of the main control project and the general project is qualified; It is necessary to have a complete construction operation basis and quality inspection record 1.4. 1, which is an important inspection item to ensure the safety and use function of the project and plays a decisive role in safety, hygiene, environmental protection and public interests, and determines the main performance of the inspection lot. For example, the strength grade of concrete and mortar is an important performance to ensure the strength of concrete structure and masonry engineering, so they must meet the requirements. The main control items include: a. Important materials, spare parts and accessories, finished products and semi-finished products, equipment performance, materials and technical performance of accessories, etc. Check whether the factory certificate and test data meet the relevant technical standards. B, structural strength, stiffness and stability test data, engineering performance testing. Check the test records, data and items should meet the requirements of the design and this acceptance specification. C some important allowable deviation items must be controlled within the allowable deviation range. For some inspection items with a fixed number of years, when the fixed number of years for providing data is not yet reached, other evaluation items can be evaluated first, and the inspection will not be accepted temporarily according to the quality assurance and control situation of the construction site, and the data will be filled in after the inspection data comes out.
1.4.2 General items refer to inspection items other than the main control items, and their provisions should also be met, but the provisions that do not affect the safety and use function of the project can be appropriately relaxed. In the acceptance of these projects, the quality indicators of most spot checks must meet the requirements. General items include the following main contents: a. Items with certain deviation are allowed, but in general items, there may be individual deviation ranges according to the standards specified in the data. The maximum number of inspection points not exceeding 20% can exceed the allowable deviation value, but it cannot exceed 150% of the allowable value. B, determine the deviation value and allow some defects, is to distinguish the number of defects. Such as: brick masonry, embedded Rachel reinforcement, its lien spacing deviation; Concrete reinforcement is exposed, showing a certain length, etc. C, some projects that cannot be quantified but can be qualitative, such as: the color of the broken marble floor is coordinated, and there are no obvious cracks and potholes; In the painting project, the middle paint is bright and smooth, the installation interface of sanitary ware water supply fittings is tight, and the opening and closing parts are flexible; Pipeline interface engineering, no exposed oil and hemp, etc. By the supervision engineer.
2. Explain the contents of completion data and relevant policy requirements.
According to GB/T50328-200 1, all kinds of documents that record the main process and current situation of engineering construction and the specific preservation value should be collected and filed. Construction project documents mainly include project preparation documents, supervision documents, construction documents, completion drawings, completion acceptance documents and audio-visual images.
See attached figure 2 for the filing scope and storage period of construction project documents. The above is the collection scope stipulated in the Code for Filing and Arrangement of Construction Engineering Documents GB/T50328-200 1, which will change according to the requirements of urban construction archives in various places.
There are corresponding requirements in GB/T50328-200 1 Code for Filing and Arrangement of Construction Engineering Documents:
2. 1 handed over to the local urban construction archives as the original.
2.2 The construction unit must hand over a set of project files that meet the requirements to the urban construction archives within 3 months after the project completion acceptance.
2.3 filing should not be too thick, generally not more than 40 mm.
2.4 Drawings shall be arranged by specialty, and drawings of the same specialty shall be arranged in the order of drawing number.
2.5 The existing written materials shall be filed with the drawings, with the written materials in the front and the drawings in the back.
2.6 Engineering drawings with different formats shall be folded into A4 format (297MM*2 10MM) according to the Folding Method of Technical Drawings (GN 10609.333-89), and the icon bar shall be exposed. The format and size specification of written materials in engineering documents shall be A4 format (297MM*2 10MM).
2.7 The text in the volume is numbered according to the page number with text content. Each volume is numbered separately, and the page number begins with "1".
2.8 Page number writing position: the document written on one side is in the lower right corner; A document written on both sides, with the front in the lower right corner and the back in the lower left corner. The folded pictures are all in the lower right corner.
2.9 complete sets of drawings or printed scientific and technological documents form a volume, and the original catalogue can replace the catalogue in the volume without rewriting the page number.
2. 10 If the construction project is subject to general contracting, the general contracting unit is responsible for collecting and summarizing the project files formed by subcontractors and handing them over to the construction unit in time; All subcontractors shall hand over the engineering documents formed by their own units to the general contractor in time after filing. Where a construction project is contracted by several units, each contracting unit shall be responsible for collecting, sorting and archiving the engineering documents of the contracted project, and hand them over to the construction unit in time.
2. 1 1 Engineering documents shall be written in durable materials, such as carbon ink and blue-black ink, and shall not be written in faded materials.
2. The size of12 completion stamp is: 50MM*80MM.
2. 13 The as-built stamp shall be made of indelible red inkpad and covered in the space above the icon bar.
2. 14 If the as-built drawing is drawn with the construction drawing, the basis for change and modification must be marked; When the construction drawing has major changes in structure, technology and layout, or the changed part exceeds 1/3 of the drawing, the as-built drawing shall be redrawn. Note: In combination with the above requirements, the requirements for the number of copies, originals and ways of composing papers of our company's engineering archives are as follows: a. Submit a set (original) to the local archives and compose papers according to the requirements of the local archives; B, a set of the construction unit (whether the original is determined by the construction unit), provided according to the requirements of local archives; C, a set of (original) to the construction company, according to the requirements of the construction company's test paper; D, a set of supervision company (whether the original is decided by the supervision company), according to the requirements of the supervision company. The above four sets must be satisfied. In some areas, quality inspection stations and corresponding branches should keep one set for themselves, and the specific requirements need to be decided by the corresponding departments.
3. Construction technology management data
3. 1 minute blue prints.the design
Generally issued by the construction unit or design institute, attention should be paid to whether the signatures of the personnel participating in the disclosure unit are complete.
3.2 Design Change Notice
A, the design unit shall timely issue a notice of design change, with detailed contents, and attach drawings when necessary, and indicate the drawing number one by one for the drawings that need to be modified.
B the notice of design change shall be signed by the person in charge of design discipline and the relevant person in charge of construction (supervision) and construction unit.
C design changes and negotiation records of subcontractors shall be handled by the general contractor.
3.3, construction organization design, construction scheme
Attention should be paid to whether the examination and approval procedures are complete, whether the quoted standards and specifications are current specifications, the division of construction sections, and whether the construction scheme is targeted.
The contents of the construction organization design of the unit project mainly include: compilation basis, general situation and characteristics of the project, construction deployment, construction preparation, main construction methods and main construction management measures (quality, progress, safety, fire protection, security, environmental protection, cost reduction, etc.). ), main economic and technical indicators, building layout, etc.
In principle, the preparation of construction organization design shall be the responsibility of the unit that organizes the project implementation. Construction organization design and unit project construction organization design shall be compiled by the project manager. The construction organization design shall be submitted to the chief engineer at the next higher level or the professional technical director authorized by the chief engineer for approval. In principle, the project department is responsible for the preparation of the division (item) project construction plan, and the project technical director is responsible for examination and approval. Key and difficult division (item) project construction scheme should be approved by the technical department of the enterprise. The project construction organization design (construction scheme) undertaken by a professional company shall be approved by the technical director of the professional company.
The organization design of foundation pit construction must be undertaken by engineers and technicians who have certain design ability and construction experience and have intermediate or above titles, and should be audited by registered civil engineers (geotechnical).
The construction scheme mainly includes: compilation basis, general situation of sub-projects (items), construction arrangement, construction preparation, construction methods, quality standards and acceptance, construction safety protection (fire protection, power monitoring, environmental protection) and other matters needing attention.
3.4 engineering technical disclosure
A technical disclosure records include construction organization design disclosure, special construction scheme disclosure, sub-project construction disclosure, "four innovations" (new materials, new products, new technologies and new processes) disclosure and design change disclosure. The disclosure shall be recorded in writing and signed by both parties.
B, key and large-scale project construction organization design disclosure shall be made by the technical director of the construction enterprise on the main design requirements, construction measures and important matters to the main management personnel of the project department for technical disclosure. The disclosure of construction organization design of other projects shall be conducted by the technical director of the project.
C, special construction scheme technical disclosure shall be the responsibility of the project professional and technical director, professional foreman disclosure according to the special construction scheme.
D, subdivisional work construction technical disclosure by professional foreman to professional construction team (or professional subcontracting) disclosure.
E. The technical disclosure of "Four Innovations" shall be compiled by the technical director of the project.
F, technical disclosure of design changes should be carried out by the technical department of the project according to the change requirements, combined with specific construction steps, measures and matters needing attention.
3.5 Construction Site Quality Management Inspection Record Form
This table is a summary of the whole site quality management system. When checking this form, check whether the project department has a corresponding quality management system, and check whether the director has signed it (the auto parts city cannot use the seal instead of the signature). Fill in the header: fill in the general situation of the responsible parties of the project construction. Fill in by the person in charge of the construction unit, and fill in the full name of the project in the project name column, which should be consistent with the project name in the contract or bidding documents. The construction permit shall be filled with the number of the construction permit approved and issued by the local construction administrative department. The full name filled in by the construction unit, design unit, construction unit and supervision unit in the contract documents shall be consistent with the unit name on the contract signature. In the column of project leader of the construction unit, design unit and supervision unit, the signatory in the contract and the representative entrusted in writing-the project leader of the project should be filled in. The project manager column and technical director column of the construction unit are consistent with those specified in the contract. After the completion of the project, the person in charge of the unit project should be consistent with this in the completion acceptance record.
3.6 Start-up Application Report
The contents of the header filled in before commencement should be filled in according to the contract requirements, and pay attention to that the commencement report is signed by the site representative of the construction unit, not the director.
3.7 engineering positioning measurement records
Engineering positioning survey mainly includes building position line, site standard leveling points and coordinate points (including site control network or building control network, standard axis piles, etc. ). Surveying and mapping departments according to the construction project planning permit (including attachments, drawings) approved by the construction project location and elevation basis, determine the building red line pile.
Provisions on survey: a. Building location line: The construction survey unit (professional survey unit) determines the building location, main control axis and size, makes plane control network and draws a map according to the setting-out results, red line piles and site control network (or building control network) provided by the surveying and mapping department. B standard leveling points: standard points are provided by the planning department and used to introduce the elevation of the proposed building, generally 2-3 points. Before use, they must be rechecked to determine the absolute elevation of the building of 0.00.
The contents of positioning survey inspection include: a, check the standard axis pile point and plane control network; B, check the introduction of website construction level; C, check the calculation data and results, fill in the positioning measurement records and report to the supervision unit for review.
Filling requirements: a. The engineering positioning survey must be accompanied by the calculation results, reference data and schematic diagram of the standard axis pile plane control network. Please make building positioning lines, important control axes, dimensions and north direction, site standard leveling points, coordinate points, red line piles, surrounding original buildings and roads, etc. In the column of "Schematic Diagram of Positioning Measurement" with appropriate scale (it can be drawn by computer or hand).
B, engineering positioning measurement records to fill in the requirements:
C the name of the project is consistent with the name in the drawing annotation column.
D, the unit of measurement in the table refers to the owner or general contractor.
E, drawing number fill in the construction drawing number, such as the general plan, the first floor building plan, foundation plan.
F, survey date, second interview date according to the actual date.
G, plane coordinate basis and elevation basis are provided by the Institute of Surveying and Mapping or the construction unit. Please indicate the number of points when filling in, which is consistent with the number of points in the pile sending data.
H. allowable error: in general, I< should meet the three-level accuracy i.
First, the schematic diagram of positioning and copying should be clearly marked, and the specific requirements are: ○ a. The schematic diagram should be marked with the north arrow; B, mark the outline of the building with axis signal, and mark the size; C, coordinate, elevation according to mark the position, and mark its relationship with the building. If the coordinates and elevation are drawn in proportion beyond the range of the table, the control points can be connected with dotted lines, and only the relative positions are marked; D, under special circumstances, not according to the scale, but to mark the size of the main axis, at the same time must indicate the absolute elevation of plus or minus 0.000.
J, retest results column must fill in the specific numbers, the specific values of each coordinate point. You can't just write "qualified" or "unqualified". Written by the construction (survey) unit, handwritten or typed by computer according to the requirements of the supervisor. Such as: 1/f: 1 ~ 12 side 3 mm; F-A edge+1MM, angle +0.5m = 53.00m, and the error among them is within 2MM. Comply with the design requirements and the Code for Construction Survey of Building Engineering (DBJ 1-2 1-95).
K the technical director in the signature column is the chief engineer of the project; The person in charge of measurement is the supervisor of the measurement unit; The tester is the designated instrument operator, and the retest refers to the surveyor at the next higher level. 3.8 Engineering verticality measurement record
According to the requirements of "Code for Acceptance of Construction Quality of Concrete Structure Engineering" (GB50204-2002) and "Code for Acceptance of Construction Quality of Masonry Engineering" (GB50203-2002), the verticality and overall height of the building are measured when the structural engineering is completed and the project is completed. Requirements: 1, "Observation description: type of instrument used, arrangement of observation points, determination of observation time, etc. Should be explained. For example, the total height and verticality are measured by a high-precision laser verticality meter with a distance. The total height deviation is obtained by measuring 50M steel rule and adding three changes. 2. "Observation location" column: determined according to the location of the building. Fill in the specific direction deviation value in the column of "Measurement Deviation". 3. Conclusion column: It conforms to the allowable values of verticality deviation and height difference in Code for Acceptance of Construction Quality of Concrete Structure Engineering (GB50204-2002).
3.9 Settlement observation records
3.9. 1 According to the design requirements and specifications, the construction unit shall entrust a qualified surveying unit to carry out settlement observation during construction and after completion.
3.9.2 The measuring unit shall set up settlement observation points regularly according to the design requirements and specifications, or the observation scheme approved by the supervision unit, draw the layout of settlement observation points, make settlement observation records, and attach the settlement time, load relationship curve and settlement observation technical report of the settlement observation points.
3.9.3 Settlement observation shall be carried out under the following circumstances:
I. Important industrial and civil buildings;
B. High-rise buildings with more than 20 floors;
C, 14 complex modeling of high-rise building;
D, buildings with special requirements for foundation deformation;
E. Buildings with bored pile foundation and inexperienced designers and constructors;
F, single pile bearing load in more than 4000KN buildings;
G buildings that need settlement observation due to construction or scientific research; 3.9.4 Number and time of settlement observation
3.9.4. 1 During the load change, the settlement observation period shall meet the following requirements:
A, every time 1 ~ 2 floors are added during high-rise building construction, TV towers and chimneys should be observed 10 ~ 15m; Industrial buildings should be observed at different load stages, and the observation during the whole construction period should not be less than 4 times;
B, foundation concrete pouring, backfill soil and structure installation should be observed before and after increasing the larger load.
C, a large number of water around the foundation, excavation, precipitation and heavy rain should be observed;
D, uneven settlement, according to the situation should increase the number of observations;
E. If the construction is suspended for more than three months during the construction period, it shall be observed during the shutdown period and before the resumption of work.
From the capping of 3.9.4.2 structure to the completion of the project, the settlement period shall meet the following requirements:
A, uniform settlement twice every three months, with an average settlement of no more than 65438+/-0 mm, and observation once every three months;
B, the average settlement is less than 2MM, continuous observation twice every three months, once every six months;
C, the dramatic changes in the outside world should be observed in time;
D, observation once before completion;
E, the construction unit after the completion of observation once every six months, until the basic stability (1MM/ 100D).
Observation time of buildings and structures in 3.9.4.3 after completion.
A: Four times in the first year.
Twice in the second year
C, once a year after the third year, until the settlement is stable (determined by the relationship curve between settlement and time). If Party A does not designate other units to carry out measurement, the project department may apply for the measurement team of the basic company to carry out measurement.
3. 10 completion acceptance certificate
Refers to the completion of the project undertaken by our company, which shall be filled in when the construction unit accepts the handover. Some projects are filled in when all projects are accepted, and some projects are handed over to other decoration companies after the main project is completed.
The commencement time of unit project refers to the commencement time of pile foundation. Completion time refers to the time when the construction unit submits the completion report to the construction unit, mainly focusing on whether the signature is complete.
3. 1 1 Completion Acceptance Record Form
According to the Interim Provisions of Yunnan Province on the Administration of Filing the Completion Acceptance of Construction Projects (Yun Jian (2000) 1 184), the project started on June 30, 2006 is put on record. According to the specification, after the quality of the unit project is qualified, the construction unit shall submit the project acceptance report and related documents to the construction administrative department for the record within the specified time.
3. 1 1. 1 The construction unit shall organize the project completion acceptance.
First, the construction, survey, design, construction and supervision units report the performance of the project contract and the implementation of the laws, regulations and mandatory standards of the project construction in all aspects of the project construction;
B, review the construction, survey, design, construction and supervision units of engineering files;
C, on-site inspection of engineering quality
D. Comprehensively evaluate the quality of engineering survey, design, construction, equipment installation and various management links, and form the project completion acceptance opinions signed by experienced personnel.
When the parties involved in the project completion acceptance, such as construction, survey, design, construction and supervision, cannot reach an agreement, they should propose a solution through consultation, and reorganize the project completion acceptance after reaching an agreement.
3. 1 1.2 After the project completion acceptance, the construction unit shall submit the project completion acceptance report in time. The project completion acceptance report mainly includes the general situation of the project, the implementation of basic construction procedures by the construction unit, project investigation, design, construction, supervision evaluation, project completion acceptance time, procedures, contents and organizational forms, and project completion acceptance opinions.
3. 1 1.3 The engineering quality supervision institution responsible for supervising the project shall conduct on-site supervision on the organization, acceptance procedures and implementation of acceptance standards of the project completion acceptance, and shall order it to make corrections if it is found that it violates the provisions on quality management of the construction project, and take the supervision of the project completion acceptance as an important content of the project quality supervision report. 3. 1 1.4 Materials to be provided for project filing: project completion report; Construction permit; Review opinions on construction drawing design documents; Comprehensive acceptance document of unit project quality; Relevant quality inspection and function test data of municipal infrastructure; Documents issued by planning, public security and fire protection, environmental protection and other departments for approval or permission to use; Quality guarantee signed by the construction unit; The "Residential Quality Guarantee" and "Residential Instruction Manual" of the commercial house; Other documents required by laws and regulations.
Note: According to the documents of the Ministry of Construction, the projects completed after 2006 10 1 should be submitted to the indoor environmental testing report for the record.
4. Records of project quality control, safety and function inspection and spot check
Including: building engineering, building water supply and drainage engineering, building electrical engineering, air conditioning engineering, grid engineering, curtain wall engineering quality assurance, elevator engineering, etc.