4.
2.
Waterproof material 1.
Basis: Articles 4.2.1, 4.2.2, 4.3.1, 4.3.2, 4.4.1, 4.4.2, 4.4.3, 4.5.1, 4.5.2, 4.6.1, 4.7.1, 4.8.1 and 6.2.1 of code for acceptance of construction quality of steel structures (gb50205).
raw materials, finished products, semi-finished products, components and accessories, cement, admixtures and admixtures 1.
3.
Selection of inspection samples: no less than 1 material mobilization batch for different materials.
2.
3.
Inspection contents: prefabricated components and prestressed concrete anchorages and fixtures.
2.
Inspection contents: cement, admixtures and admixtures.
According to articles 7.2.1 and 7.2.2 of code for acceptance of construction quality of concrete structures (gb50204-2015) and article 4.0.1 of code for acceptance of construction quality of masonry structures (gb50203-2011).
Determined as “Non Conformance”.
Basis: 1.
Inspection method: check the product certificate, mobilization inspection report and product performance inspection report.
4.
Basis: Article 3.0.1, 5.2.1, 6.2.1 and 9.2.1 of code for acceptance of construction quality of masonry structures (gb50203-2011).
2.
Evaluation and judgment principle: the product certificate, delivery inspection report and type inspection report are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
3.
3.
4.
Prefabricated components and prestressed concrete anchorages and fixtures 1.
5.
Inspection method: check the product certificate, delivery inspection report and mobilization re inspection report.
Evaluation and judgment principle: the product certificate, mobilization inspection or product performance inspection report are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
5.
Selection of inspection samples: no less than 2 material mobilization batches respectively.
Evaluation and judgment principle: the quality certificate, Chinese identification and inspection report of the product are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
2.
Evaluation and judgment principle: the conformity certificate and delivery inspection report of the product are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
Inspection contents: ready mixed concrete and mortar.
Determined as “Non Conformance”.
Determined as “Non Conformance”.
2.
Evaluation and judgment principle: the product delivery certificate and delivery inspection report are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
Selection of inspection samples: no less than 2 material mobilization batches respectively.
Article 7.4.1 of code for acceptance of construction quality of concrete structures (2011 edition, GB50204-2002) and articles 5.2.1, 6.2.1 and 9.2.1 of code for acceptance of construction quality of masonry structures (gb50203-2011).
5.
Inspection method: check the quality certificate, Chinese identification and inspection report of the product.
Inspection contents: bricks, blocks, infilled wall blocks and post embedded parts.
5.
Selection of inspection samples: no less than 1 material mobilization batch respectively.
Reinforcement and reinforcement welding, mechanical connection materials 1.
2.
4.
4.
Inspection method: check the product certificate, delivery inspection report and mobilization re inspection report.
Ready mixed concrete and mortar 1.
3.
4.
Selection of inspection samples: not less than 2 specifications of main stressed reinforcement, and not less than 2 material mobilization batches of each specification; Spot check all kinds of reinforcement welding and mechanical connection materials, and there shall be no less than one material mobilization batch.
Basis: Article 6.2.1, 6.2.2, 6.2.3, 6.2.4, 9.1.1, 9.3.1 and 9.4.1 of code for acceptance of construction quality of concrete structures (2011 edition, GB50204-2002).
3.
3.
Inspection method: check the product certificate, delivery inspection report, mobilization re inspection report and type inspection report.
Inspection method: check the product certificate, delivery inspection report, mobilization re inspection report and structural performance test report.
Selection of inspection samples: no less than 2 material mobilization batches respectively.
Join the ranks of “supervision engineers” above the point.
Inspection content: waterproof material.
Determined as “Non Conformance”..
4.
5.
Inspection contents: steel, welding and fastener connecting materials for steel structure.
Determined as “Non Conformance”.
Bricks, blocks, infilled wall blocks and post embedded parts 1.
Steel, welding and fastener connecting materials for steel structure 1.
Evaluation and judgment principle: the conformity certificate and delivery inspection report of the product are incomplete; Failing to enter the site for re inspection according to the specification requirements or the re inspection does not meet the specification provisions and design requirements.
Inspection contents: reinforcement and reinforcement welding, mechanical connection materials.
The project supervision unit shall carry out construction project supervision and related service activities in a fair, independent, honest and scientific mannerββ Code for construction project supervision (GB / t50319-2013) I.
Determined as “Non Conformance”.
Selection of inspection samples: no less than 2 material mobilization batches respectively.
Evaluation and judgment principle: if the product certificate and delivery inspection report are incomplete, it is judged as “non conformity”.
5.
Inspection method: check the product certificate and delivery inspection report.
According to articles 5.2.1 and 5.2.2 of code for acceptance of construction quality of concrete structures (2011 edition, GB50204-2002), article 3.0.6 of code for welding and acceptance of reinforcement (jgj18-2012), and articles 7.0.1 and 7.0.3 of technical specification for mechanical connection of reinforcement (jgj107-2010).
