上海翻译公司完成手册“客户验收控制程序”英文翻译
 

Document No. Q2026

Edition 3: P2of six 

Compiled by: Engineering Department 

Implementation date: Aug 20th, 2011

 

Customer Acceptance Control Procedure CACP

 

Customer Acceptance Control Procedure CACP

Document No. Q2026

Edition 3: P3of six 

Compiled by: Engineering Department 

Implementation date: Aug 20th, 2011

 

Acceptance data summary 

Notice to client 

Client acceptance 

Determination 

Signature of acceptance Document 

Data systemizing and recording 

Improvement 

Access inspection 

Determination 

Installation control 

Site verification and correction 

Returning structure 

Installation inspection 

 

Document No. Q2026

Edition 3: P4of six 

Compiled by: Engineering Department 

Implementation date: Aug 20th, 2011

Customer Acceptance Control Procedure CACP

 

6. Contents 

6.1 Access inspection 

6.1.1 The quality inspector, jointly with related staff shall make inspection on the steel structure, including stains, loss or deformation arising from the transportation and loading and unloading procedures after the access from Manufacture Department, guaranteeing the quality control on main materials, parts and components and finished products and standard products. 

6.1.2 The Project Manager shall arrange the site verification and correction on the unqualified steel structures after the inspection. Any steel structure unsuitable for the site verification and correction shall be returned to Manufacture Department for unqualified product control in accordance with the requirements of Unqualified product control procedure (Document 8.7).

6.1.3 The Project Manager shall make record on inspection results and corresponding measures in the Delivery List (Appendix 7.1) or Client Claim Response Sheet (Appendix 7.2) submitted by the production management department. 

6.2 Installation control 

6.2.1 Only the qualified steel structure after the access inspection can be used for installation in accordance with Installation Control Procedure (Document 8.1). 

6.2.2 The Engineering Department shall make inspection on the torque coefficient and fastening axis force (pre-tension force) on high strength hex bolt set and tor-shear bolt set before using and within the quality warranty period. Such inspection shall be made on sampling and submission with witness. 

6.3 Installation inspection 

6.3.1 The inspection lot shall be divided on the structure section according to the following principles: 1on the deformation joint for the single-layer steel structure; 2 on different floors or construction sections for the multi-layer or high steel structure; 3 on roof, wall and floor for the contour metal sheet engineering; 4 to combine or divide the inspection lot of the acceptance of raw materials and finished products on the actual project scale and material delivery. 

6.3.2 The inspection shall be made with the method and sampling quantity specified in Steel Structure Construction Quality Acceptance Regulations (Document 8.2) on different inspection lots, making sure meeting the quality standards of the regulations with full acceptance records on sheets required by the local quality inspection sector of the project, such as Steel Sheet, Wave Steel Sheet Roof Section Quality Inspection Table (Document 7.3) or Steel Structure Crane Beam Installation Section Quality Inspection Table (Document 7.4), whose format shall be stipulated by the quality inspection sector. 

6.3.3 The Project Manager shall make continuous supervision and control with various records on installation welding seams and high strength bolt connection. 

6.3.4 The next procedure shall start only after the inspection items in the previous procedure meet the requirements. 

6.4 Acceptance data summary 

6.4.1 The Engineering Department shall make acceptance data summary according to requirements of the client and Project Acceptance Data Table of Contents Instruction (Document 8.5). 

6.4.2 The Engineering Department shall summarize and bind the acceptance data submitted by related sectors. 

6.5 Notice to client 

6.5.1 The Engineering Department shall fill in Project Contact Sheet (Appendix 7.5) or Project Completion Report (Appendix 7.6) after the internal inspection and make notice to the client for acceptance officially. 

6.5.2 The Engineering Department shall submit the acceptance data to the client as well as the quality inspection sector and shall make improvement in case of any objection arising from the data. 

6.6 Client acceptance 

 

Customer Acceptance Control Procedure CACP

Document No. Q2026

Edition 3: P5of six 

Compiled by: Engineering Department 

Implementation date: Aug 20th, 2011

 

 

6.6.1 The Engineering Department shall cooperate or require related sectors to cooperate with the client in the site acceptance inspection. 

6.6.2 The Project Contact Sheet or Improvement Notice by the client in the acceptance inspection shall be kept properly as the basis for the site improvement and further improvement. 

6.6.3 The Engineering Department shall make contact with related sectors for unqualified product control procedure for improvement until meeting the client requirements in accordance with the unqualified item response record and acceptance record in case of any disqualification. 

6.7 Signature of acceptance Document 

6.7.1 The client shall sign on Unit Project Quality Acceptance Record (General table 1) (Appendix 7.7), Section Project Acceptance Summary Table (General table 2) (Appendix 7.8), Quality Warranty Data Inspection Record (General table 3) (Appendix 7.9) and Unit Project Visual Quality Inspection Record (General table 4) (Appendix 7.10) after making acceptance of the whole project. 

6.7.2 The above mentioned tables and forms are general quality tables stipulated by the local quality inspection sector of the project, of which the format shall be stipulated by the quality inspection sector. 

6.8 Data systemizing and recording 

The acceptance shall, after systemizing, be submitted to the department authority for inspection on the completion in accordance with requirements of Record Control Procedure (Document 8.6). 

7 Appendix 

7.1 Delivery List -------------------------------------------------------NO: 

7.2 Client Claim Response Sheet ------------------------------------NO: Q4142

7.3 Steel Sheet, Wave Steel Sheet Roof Section Quality Inspection Table

7.4Steel Structure Crane Beam Installation Section Quality Inspection Table

7.5 Project Contact Sheet --------------------------------------------NO: Q4079

7.6 Project Completion Report  ----------------------------------------------NO: Q4075

7.7 Unit Project Quality Acceptance Record (General table 1)

7.8 Section Project Acceptance Summary Table (General table 2)

7.9 Quality Warranty Data Inspection Record (General table 3)

7.10 Unit Project Visual Quality Inspection Record 

8 Reference documents:  

8.1 Installation control procedure  -----------------------------------NO: Q2020

8.2 Steel Structure Construction Quality Acceptance Regulations -NO：GB50205-2001

8.3 Client acceptance control procedure  -----------------------------NO: Q2026

8.4 Reference to ISO terms: 8.2.4 

8.5 Project Acceptance Data Table of Contents Instruction ---------NO: Q3082

8.6 Record control procedure  ------------------------------------------NO: Q2002

8.7 Unqualified product control procedure  --------------------------------------NO: Q2037