SY 0323-2000 Specification for construction and acceptance of glass fiber reinforced thermosetting resin pressure pipelines
Some standard content:
ICS 83.120; 75.200
Registration number: 8130—2001
Petroleum and natural gas industry standard of the People's Republic of China P
SY/T 0323--2000
Code for construction and acceptance.of glass fiber reinforced
thernosetting resin pressure pipelines200012—12 Issued
State Administration of Petroleum and Chemical Industry
2001-06-01 Implementation
Terms and meanings
Preliminary preparation for construction
Technical preparation
Site investigation and setting out
3. Implementation 1 Preparation of raw materials and tools
3.4 Implementation! Preparation of management and operation personnel
3.5 On-site inspection of articles and their accessories
Requirements for on-site construction quality management
5 Loading, unloading, transportation and storage of FRP pipes 5: Loading and unloading
5.2 Selection
5.3 Storage.·
6 Connection forms of FRP pipes Joint connection method· Connection forms of FRP pipes
6.2 Test and connection environmental conditions of resin gel for connection·6.3 Joint connection method
6.4 On-site cutting of FRP pipes
7 Underground laying and installation of FRP pipes
Trench digging
Pipeline installation
7.3 Filling together
|8 Ground laying and overhead installation of FRP pipelines 9
9.2 Conditions for pressure test
9.3 Test regulations
10 Handover and acceptance
10.1 Organization of handover and acceptance
10.2 Conditions for handover and acceptance
10.3 Contents and requirements for handover and acceptance
Appendix A Construction record form for glass fiber reinforced thermosetting resin pipeline interface Standards and terms
Appendix Specification for construction and acceptance of glass fiber reinforced thermosetting resin pressure pipelines Article explanation
Petroleum and natural gas industry standard of the People's Republic of China Specification for construction and acceptance of glass fiber reinforced thermosetting resin pressure pipelinesSY T 0323----2000
Compiled by: Daqing Petroleum Pipeline Engineering Department, Daqing Petroleum Administration Bureau, Water Supply Bureau
Approved by: [National Petroleum and Chemical Industry Press] Beijing
2001 National Petroleum and Chemical Industry Bureau Document
National Petroleum and Chemical Industry Bureau (2000) No. 445
Notice on the Approval of 52 Oil and Gas Industry Standards including "Regulations on Inspection of Shallow Water Oil Facilities" China National Petroleum Corporation, China Petrochemical Corporation, China National Offshore Oil Corporation, Oil Industry Standardization Technical Committee: The draft of 52 oil and gas industry standards including "Regulations on Inspection of Shallow Water Oil Facilities" submitted by the Oil Industry Standardization Technical Committee has been approved by our company and is now published. The standard name and number are as follows:
Mandatory standard:
Serial number Standard number
1: SY 65002000
2. SY 650I2000
3. SY 6502---2000
4. SY 65032000
5. SY 6504--2000
6. SY 6505--2000
7. SY 6506-- 2000
Name of the Standard
Regulations on the Inspection of Shallow-water Petroleum Facilities
Safety Regulations for the Prevention of Radioactive and Explosive Materials in Shallow-water Petroleum Industry
Safety and Management Regulations for the Escape of Shallow-water Petroleum Workers
Specifications for the Use of Combustible Gas Detection Alarms
Safety Regulations for Hydrogen Sulfide Protection in Shallow-water Oil Operations Coloring Regulations for Shallow-water Oil Facilities
Safety Management Regulations for the Transportation of Light Sulfur-containing Gas Recommended Standard:
No. Standard Code
8. SY7I 5059--2000
9. SY/r 5103---2000
10. SY/r 51502000
11SYT 5208--2000
12. SY/F 5216--2000
13. SY/T 52362000
14. SY/T 5274-2000
15. SY/I 52762000
16. SY/1 52872000
17. SY/T 54972000
18. $r7 56412000
Standard Name
Combination Pump Barrel Oil Pump
(Replace SY/I 5059--91)
Detector Combined Flexible Cable
Replace SY/T 510391)
Graded Cementing Device
(Replace SYT 5150-94)
Main lifting equipment for oil well repair
(Replace SY 5208---91,
SY 5209-91.
SY 521091
Conventional coring tools
(Replace SY/T 521694
SY 5413--91)
Sucker rod hook
(Replace SY 5236-91)
Resin coated sand
(Replace SY 5274--91)
Determination of demolition strength, compressive strength and gas permeability of artificial core for chemical sand control
(Replace SY 5276--91)
Sand mixing truck
(Replace SY 5287-91,SY 5441-
Petroleum industry materials classification code
(Replace SY5497-92)
Petroleum and natural gas.T industry 190 series natural
Engine 1 replaces SY 5641--93
19. SY/I 5877---2000
20. SY/I 6178--2000
21. SY7I 6184---2000
22. SY.T 64792000
23. SYT 64802000
24. SY/T 6481-2000
25. SY7T 64822000
26. $SY/I 6483--2000
27. SY/r 6484-2000
28. SY/F 6485-2000
29. SY7I 6486--2000
30. SY/T 6487---2000
31. SY/T 6488--2000
32. SY/T 64892000
33. SYT 64902000
34. SY/T 64912000
35. SY7I 64922000
36. SY7T 64932000
37. SY/T 6494-2000
38. SY7F 6497--2000
39.SY/F 6499--2000
Technical specification for maintenance of compensated density logging tools
Replaces SY/T 587793]
Specification for processing and interpretation of water-filled layer logging data
(Replaces SYT 6178-1996)
Table structure of oilfield development database
(Replaces SY/I 6184-1996)
24-bit high-precision telemetry geophone
Seismic detector part 2
Three-component geophone
Crude oil high-pressure physical property analyzer
Digital transmission cable tester
Data recording format of digital control tester
Recommended practices for operation, maintenance and troubleshooting of gas lift
Specification for design and preparation of polymer flooding oil production engineering scheme
Technical specification for preventing clay swelling and particle migration in acidizing of water injection wells||tt ||Liquid carbon dioxide spring leaf recommended practice,
Electrical and acoustic imaging logging data processing and interpretation specification Horizontal well logging data processing and interpretation specification
Rock sample nuclear magnetic vibration parameter laboratory measurement specification Oil grinding casing simulation well perforation test and evaluation Technical specification for sonic logging instrument calibration device Nuclear logging instrument value transfer specification
Reliability and maintenance data collection and exchange of equipment in the oil and gas industry
Oil drilling rig force coupling
Pressure relief device detection
40. SY/r 6507--2000
41. SY/F 0323--2000
42. SY7T 0408-2000
43. SY/r 0429-2000
44. SY/1 0457--2000
45. SY7T 0468--2000
46. SY/T 5271.--2000
47.SY/I 5322-2000
48. SY/ 53742000
49. SY/I 5396--2000
50.SY/ 5437--2000
51. SY1 5547--2000
52. SY7T 6498--2000
Specification for inspection of pressure vessels Maintenance inspection,
Grade, repair and reconstruction
Specification for construction and acceptance of glass fiber reinforced thermosetting resin pressure pipelines
Specification for construction and acceptance of pumping unit installation projects (replaces SY 4008----93)
Standard for quality inspection and assessment of petroleum construction projects Oil and gas pipeline line engineering
C replaces SY 402993)
Technical standard for internal anticorrosion layer of liquid epoxy coating for steel pipelines
(C replaces SY/I 4057-93)
Standard for quality inspection and assessment of petroleum construction projects
Production of anticorrosion and heat preservation steel pipes
(replaces SY/T 4068-93)
Stuck point determination and explosive loosening method
Replace SY 5271-91)
Casing strength design method
(Replace SY/T5322--88)
Use of cover fluid before cementing in oil and gas wells
(Replace SY/T 537491)
On-site inspection and transportation of petroleum casing
(Replace SY 5396-91
SY 5577-93)
Basic technical requirements for sealing fluid for drilling coring
(Replace SY 5437-92)
Use, maintenance and management of screw drilling tools
(Replace SY 5547--92)
Electronic multi-point inclinometer measurement procedures
The above standards shall be implemented from June 1, 2001. The State Petroleum and Chemical Industry Bureau
December 12, 2000
This specification is based on the plan and arrangement of China National Petroleum and Natural Gas Corporation Public Quality and Safety Bureau, 1999 No. 34 "Construction and Acceptance Specifications for Glass Fiber Reinforced Thermosetting Resin Pressure Pipelines (hereinafter referred to as FRP Pipelines) in the Oil and Natural Gas Industry", and is formulated on the basis of extensive investigation and research, and careful summary of the experience and lessons of relevant construction units in the oil industry on the installation and construction of FRP pipelines, and full reference and adoption of relevant domestic and foreign standards.
This specification stipulates the general principles, terms and definitions, and implementation of FRP pipeline construction and acceptance! The preliminary preparations, quality management requirements of the on-site construction process, the loading and unloading, pulling and transporting of FRP pipes, the connection forms and joint connection methods of FRP pipes, the ground laying and overhead installation of FRP pipes, pressure testing and acceptance inspection, etc., are all from the construction units and quality control and inspection departments of the FRP pipe laying and installation. This specification is jointly proposed by the oil and gas group. This specification is the professional standardization committee of the upstream construction of the Yingtai Oil and Gas Group Corporation.
This specification is compiled by: Daqing Petroleum Administration Bureau Infrastructure Engineering Department 、Daqing Petroleum Pipeline Water Supply Company
Mugui Qin Yaocaoren, Cai Wenjian, Chen Dianwen, Fu Xiuhui, Wang Shuishi, Li Xingyuan, Li Xinglu
This specification is interpreted by the Infrastructure Engineering Department of Daqing Petroleum Administration Bureau. 1 General Provisions
1.0.1 This specification is formulated to standardize the construction and acceptance methods of glass fiber reinforced thermosetting resin pressure pipelines (referred to as FRP pipelines, weeks) in the petroleum industry, improve construction technology, and ensure project quality.
1.0.2 This specification is applicable to buried pipelines with liquid and gas-liquid mixture as the conveying medium 1.0.3 During the construction of FRP pipes, the relevant national and local regulations on safety, labor protection, fire prevention, explosion prevention, environment and cultural relics protection shall be observed. 1.0.4 In addition to the provisions of this specification, the construction and acceptance of FRP pipes shall also comply with the relevant national and local standards and specifications for pipeline ancillary structures, crossings and trench support projects that are regulated by existing national or industry standards, as well as the construction in special places. 2.0.1 The terms for fiber reinforced plastics and fiberglass and their products in this specification are in accordance with the terms of "Terms for Fiber Reinforced Plastics" CGB/T3961-1993 and "Terms and Definitions for Textile Glass Fibers" IC/767--85 (96). 2.0.2 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.3 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.4 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.5 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.6 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.7 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.8 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.9 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench. 2.0.1 Bedding
Sand or granular soil layer added to the bottom of the trench and leveled to fully support the trench
3 Pipe zone backfillInterstitial fill in the trench section area from the bottom to the top of the pipe, including primary pipe zone backfill and secondary pipe zone backfill
4 Primary pipe zone backfillThe initial compacted backfill in the pipe zone as the side support of the trench: 5 Secondary pipe zone backfillThe compacted backfill from the primary pipe zone backfill to a certain height or ground level at the top of the pipe; 6 Third backfill
Compacted or uncompacted interstitial fill after the secondary pipe zone backfill until the ground or above, the technical system is shown in Figure 2.0
7 Sundgranular refers to broken pieces and some pea-like gravel with a size of 5-25mm mixed with sand8 Hard: hard sil
refers to hard soil such as white gravel, if any, belonging to unstable soilSY/1 0457--2000
45. SY7T 0468--2000
46. SY/T 5271.--2000
47. SY/I 5322-2000
48. SY/ 53742000
49. SY/I 5396--2000
50. SY/ 5437--2000
51. SY1 5547--2000
52. SY7T 6498--2000
Inspection specification for pressure vessels Maintenance inspection,
Grade, repair and reconstruction
Construction and acceptance specification for glass fiber reinforced thermosetting resin pressure pipelines
Construction and acceptance specification for pumping unit installation engineering (replaces SY 4008-93)
Quality inspection and assessment standard for petroleum construction projects Oil and gas pipeline line engineering
C replaces SY 402993)
Technical standard for internal anticorrosion layer of liquid epoxy coating for steel pipelines
(C replaces SY/I 4057-93)
Quality inspection and assessment standard for petroleum construction projects
Production of anticorrosion and heat-insulating steel pipes
(replaces SY/T 4068-93)
Stick point determination and explosive loosening method
Replaces SY 5271-91)
Casing strength design method
(Replace SY/T5322--88)
Use of cover fluid before cementing in oil and gas wells
(Replace SY/T 5374-91)
On-site inspection and transportation of petroleum casing
(Replace SY 5396-91
SY 5577-93)
Basic technical requirements for sealing fluid for drilling coring
(Replace SY 5437-92)
Use, maintenance and management of screw drilling tools
(Replace SY 5547--92)
Electronic multi-point inclinometer measurement procedures
The above standards shall be implemented from June 1, 2001. The State Petroleum and Chemical Industry Bureau
December 12, 2000
This specification is based on the planning and arrangement of China National Petroleum and Natural Gas Corporation Public Utility Quality and Safety No. 34, 19991, "Construction and Acceptance Specifications for Glass Fiber Reinforced Thermosetting Resin Pressure Pipelines (hereinafter referred to as FRP Pipelines) in the Oil and Natural Gas Industry", and is formulated on the basis of extensive investigation and research, careful summary of the experience and lessons of relevant construction units in the oil industry on the installation and construction of FRP pipelines, and full reference and adoption of relevant domestic and foreign standards.
This specification stipulates the general principles, terms and definitions, pre-construction preparations, quality management requirements for on-site construction, loading and unloading, transportation and placement of FRP pipes, connection forms and joint connection methods of FRP pipes, and the management of FRP pipes. The contents of ground laying and overhead installation, pressure testing and acceptance inspection are all proposed by the construction units and quality control and inspection departments of FRP pipeline laying and installation. This specification is jointly proposed by the oil and gas group. This specification is compiled by the professional standardization committee of oil upstream construction of Yingtai Oil and Gas Group Corporation. This specification is compiled by: Infrastructure Engineering Department of Daqing Petroleum Administration Bureau, Daqing Petroleum Pipeline Water Supply Company, Cai Wenjian, Chen Dianwen, Fu Xiuhui, Wang Shuishi, Li Xingyuan Li Xinglu
This specification is interpreted by the Infrastructure Engineering Department of Daqing Oilfield Administration. 1 General Provisions
1.0.1 This specification is formulated to standardize the construction and acceptance methods of glass fiber reinforced thermosetting resin pressure pipelines (referred to as FRP pipelines) in the petroleum industry, improve the construction technical level, and ensure the quality of the project.
1.0.2 This specification is applicable to the construction and technical acceptance of FRP pipelines that are buried, laid on the ground, and installed overhead with the conveying medium being liquid and gas-liquid mixture. 1.0.3 During the construction of FRP pipes, the relevant national and local regulations on safety, labor protection, fire prevention, explosion prevention, environment and cultural relics protection shall be observed. 1.0.4 In addition to the provisions of this code, the construction and acceptance of FRP pipes shall also comply with the relevant national or industry standards: for the construction and acceptance of pipeline ancillary structures, crossings and trench support projects that are regulated by existing national or industry standards, as well as the construction in special places, the relevant national and industry standards and specifications shall apply. 2. Terms and definitions
2.0.1 The terms of fiber reinforced plastics and glass fiber and its products involved in this code are in accordance with the "Terms of Fiber Reinforced Plastics" CGB/T3961-1993 and "Terms and Definitions of Textile Glass Fibers" IC/767--85 (96). 2.0.2 The following terms shall be used in the construction of buried pipelines in this code: 1. Foundation
Trench footing: In unstable soil areas, it refers to the human support layer added to the bottom of the trench
2. Bedding
Sand or granular soil layer added to the bottom of the trench and leveled to fully support the trench
3 Pipe zone backfillInterstitial fill in the trench section area from the bottom to the top of the pipe, including primary pipe zone backfill and secondary pipe zone backfill
4 Primary pipe zone backfillThe initial compacted backfill in the pipe zone as the side support of the trench: 5 Secondary pipe zone backfillThe compacted backfill from the primary pipe zone backfill to a certain height or ground level at the top of the pipe; 6 Third backfill
Compacted or uncompacted interstitial fill after the secondary pipe zone backfill until the ground or above, the technical system is shown in Figure 2.0
7 Sundgranular refers to broken pieces and some pea-like gravel with a size of 5-25mm mixed with sand8 Hard: hard sil
refers to hard soil such as white gravel, if any, iunstable soilSY/1 0457--2000
45. SY7T 0468--2000
46. SY/T 5271.--2000
47. SY/I 5322-2000
48. SY/ 53742000
49. SY/I 5396--2000
50. SY/ 5437--2000
51. SY1 5547--2000
52. SY7T 6498--2000
Inspection specification for pressure vessels Maintenance inspection,
Grade, repair and reconstruction
Construction and acceptance specification for glass fiber reinforced thermosetting resin pressure pipelines
Construction and acceptance specification for pumping unit installation engineering (replaces SY 4008-93)
Quality inspection and assessment standard for petroleum construction projects Oil and gas pipeline line engineering
C replaces SY 402993)
Technical standard for internal anticorrosion layer of liquid epoxy coating for steel pipelines
(C replaces SY/I 4057-93)
Quality inspection and assessment standard for petroleum construction projects
Production of anticorrosion and heat-insulating steel pipes
(replaces SY/T 4068-93)
Stick point determination and explosive loosening method
Replaces SY 5271-91)
Casing strength design method
(Replace SY/T5322--88)
Use of cover fluid before cementing in oil and gas wells
(Replace SY/T 5374-91)
On-site inspection and transportation of petroleum casing
(Replace SY 5396-91
SY 5577-93)
Basic technical requirements for sealing fluid for drilling coring
(Replace SY 5437-92)
Use, maintenance and management of screw drilling tools
(Replace SY 5547--92)
Electronic multi-point inclinometer measurement procedures
The above standards shall be implemented from June 1, 2001. The State Petroleum and Chemical Industry Bureau
December 12, 2000
This specification is based on the planning and arrangement of China National Petroleum and Natural Gas Corporation Public Utility Quality and Safety No. 34, 19991, "Construction and Acceptance Specifications for Glass Fiber Reinforced Thermosetting Resin Pressure Pipelines (hereinafter referred to as FRP Pipelines) in the Oil and Natural Gas Industry", and is formulated on the basis of extensive investigation and research, careful summary of the experience and lessons of relevant construction units in the oil industry on the installation and construction of FRP pipelines, and full reference and adoption of relevant domestic and foreign standards.
This specification stipulates the general principles, terms and definitions, pre-construction preparations, quality management requirements for on-site construction, loading and unloading, transportation and placement of FRP pipes, connection forms and joint connection methods of FRP pipes, and the management of FRP pipes. The contents of ground laying and overhead installation, pressure testing and acceptance inspection are all proposed by the construction units and quality control and inspection departments of FRP pipeline laying and installation. This specification is jointly proposed by the oil and gas group. This specification is compiled by the professional standardization committee of oil upstream construction of Yingtai Oil and Gas Group Corporation. This specification is compiled by: Infrastructure Engineering Department of Daqing Petroleum Administration Bureau, Daqing Petroleum Pipeline Water Supply Company, Cai Wenjian, Chen Dianwen, Fu Xiuhui, Wang Shuishi, Li Xingyuan Li Xinglu
This specification is interpreted by the Infrastructure Engineering Department of Daqing Oilfield Administration. 1 General Provisions
1.0.1 This specification is formulated to standardize the construction and acceptance methods of glass fiber reinforced thermosetting resin pressure pipelines (referred to as FRP pipelines) in the petroleum industry, improve the construction technical level, and ensure the quality of the project.
1.0.2 This specification is applicable to the construction and technical acceptance of FRP pipelines that are buried, laid on the ground, and installed overhead with the conveying medium being liquid and gas-liquid mixture. 1.0.3 During the construction of FRP pipes, the relevant national and local regulations on safety, labor protection, fire prevention, explosion prevention, environment and cultural relics protection shall be observed. 1.0.4 In addition to the provisions of this specification, the construction and acceptance of FRP pipes shall also comply with the relevant national or industry standards: for the construction and acceptance of pipeline ancillary structures, crossings and trench support projects that are regulated by existing national or industry standards, as well as the construction in special places, the relevant national and industry standards and specifications shall apply. 2. Terms and definitions
2.0.1 The terms of fiber reinforced plastics and glass fiber and its products involved in this specification are in accordance with the "Terms of Fiber Reinforced Plastics" CGB/T3961-1993 and "Terms and Definitions of Textile Glass Fibers" IC/767--85 (96). 2.0.2 The following terms shall be used in the construction of buried pipelines in this specification: 1. Foundation
Trench footing: In unstable soil areas, it refers to the human support layer added to the bottom of the trench
2. Bedding
Sand or granular soil layer added to the bottom of the trench and leveled to fully support the trench
3 Pipe zone backfillInterstitial fill in the trench section area from the bottom to the top of the pipe, including primary pipe zone backfill and secondary pipe zone backfill
4 Primary pipe zone backfillThe initial compacted backfill in the pipe zone as the side support of the trench: 5 Secondary pipe zone backfillThe compacted backfill from the primary pipe zone backfill to a certain height or ground level at the top of the pipe; 6 Third backfill
Compacted or uncompacted interstitial fill after the secondary pipe zone backfill until the ground or above, the technical system is shown in Figure 2.0
7 Sundgranular refers to broken pieces and some pea-like gravel with a size of 5-25mm mixed with sand8 Hard: hard sil
refers to hard soil such as white gravel, if any, belonging to unstable soilEngineering
C replaces SY 402993)
Technical standard for internal anticorrosion layer of liquid epoxy coating for steel pipeline
(C replaces SY/I 4057-93)
Quality inspection and assessment standard for petroleum construction engineering
Production of anticorrosion and heat-insulating steel pipe
(Replaces SY/T 4068-93)
Stuck point determination and explosive loosening method
Replaces SY 5271-91)
Casing strength design method
(Replaces SY/T5322--88)
Use of cover liquid before cementing in oil and gas wells
(Replaces SY/T 537491)
On-site inspection and transportation of petroleum casing
(Replaces SY 5396-91)
SY 5577-93)
Basic technical requirements for sealing fluid for drilling core
(Replaces SY 5437-92)
Use, maintenance and management of screw drill tools
(Replaces SY 5547--92)
Measurement procedures for electronic multi-point inclinometer
The above standards shall be implemented from June 1, 2001. The State Petroleum and Chemical Industry Bureau
December 12, 2000
This specification is formulated in accordance with the plan and arrangement of China National Petroleum and Natural Gas Group Public Quality and Safety Bureau, 1999 No. 34 "Construction and Acceptance Specifications for Glass Fiber Reinforced Thermosetting Resin Pressure Pipelines (hereinafter referred to as FRP Pipelines) in the Oil and Natural Gas Industry", after extensive investigation and research, conscientiously summarizing the experience and lessons of relevant construction units in the oil industry on the installation and construction of FRP pipelines, and fully drawing on and adopting the regulations of relevant domestic and foreign standards
This specification stipulates the construction and acceptance of FRP pipelines The general principles of pipeline construction and acceptance, terms and definitions, preliminary preparations for construction, quality management requirements for on-site construction, loading and unloading of FRP pipes, connection forms and joint connection methods of FRP pipelines, ground laying and overhead installation of FRP pipelines, pressure testing and acceptance inspection, etc. are all proposed by the construction units and quality management and inspection departments of FRP pipeline laying and installation. This specification is jointly proposed by the Oil and Gas Group Corporation and the Professional Standardization Committee of Petroleum Upstream Construction of the Oil and Gas Group Corporation. This specification is compiled by: Daqing Petroleum Administration Bureau Infrastructure Engineering Department, Daqing Petroleum Pipeline Supply Company, Cai Wenjian, Chen Dianwen, Fu Xiuhui, Wang Shuishi, Li Xingyuan, Li Xinglu. ||This specification is interpreted by the Infrastructure Engineering Department of Daqing Oilfield Administration. 1 General Principles
1.0.1 This specification is formulated to standardize the construction and acceptance methods of glass fiber reinforced thermosetting resin pressure pipelines (referred to as FRP pipelines) in the petroleum industry, improve the construction technology level, and ensure the quality of the project.
1.0.2 This specification is applicable to the construction and acceptance of FRP pipelines buried, laid on the ground, and installed overhead for the conveying medium of liquid and gas-liquid mixture. 1.0.3 During the construction of FRP pipelines, national and local regulations on safety, labor protection, fire prevention, explosion prevention, environment and cultural relics protection should be observed. 1.0.4 In addition to the provisions of this specification, the construction and acceptance of FRP pipelines shall comply with existing national or industry regulations. Standard: Standardize the construction and acceptance of pipeline ancillary structures, crossings and trench support projects, as well as construction in special places: The relevant standards and specifications of the hot national industry shall apply. 2. Terms and definitions
2.0.1 The terms of fiber reinforced plastics and glass fiber and its products involved in this specification are in accordance with the "Terms of Fiber Reinforced Plastics" CGB/T3961-1993 and "Terms and Definitions of Textile Glass Fibers" IC/767--85 (96). 2.0.2 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation www.bzxz.net
Trench footing: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench
2. Bedding
Sand or granular soil layer added to the bottom of the trench and leveled to fully support the trench
3 Pipe zone backfillInterstitial fill in the trench section area from the bottom to the top of the pipe, including primary pipe zone backfill and secondary pipe zone backfill
4 Primary pipe zone backfillThe initial compacted backfill in the pipe zone as the side support of the trench: 5 Secondary pipe zone backfillThe compacted backfill from the primary pipe zone backfill to a certain height or ground level at the top of the pipe; 6 Third backfill
Compacted or uncompacted interstitial fill after the secondary pipe zone backfill until the ground or above, the technical system is shown in Figure 2.0
7 Sundgranular refers to broken pieces and some pea-like gravel with a size of 5-25mm mixed with sand8 Hard: hard sil
refers to hard soil such as white gravel, if any, belonging to unstable soilEngineering
C replaces SY 402993)
Technical standard for internal anticorrosion layer of liquid epoxy coating for steel pipeline
(C replaces SY/I 4057-93)
Quality inspection and assessment standard for petroleum construction engineering
Production of anticorrosion and heat-insulating steel pipe
(Replaces SY/T 4068-93)
Stuck point determination and explosive loosening method
Replaces SY 5271-91)
Casing strength design method
(Replaces SY/T5322--88)
Use of cover liquid before cementing in oil and gas wells
(Replaces SY/T 537491)
On-site inspection and transportation of petroleum casing
(Replaces SY 5396-91)
SY 5577-93)
Basic technical requirements for sealing fluid for drilling core
(Replaces SY 5437-92)
Use, maintenance and management of screw drill tools
(Replaces SY 5547--92)
Measurement procedures for electronic multi-point inclinometer
The above standards shall be implemented from June 1, 2001. The State Petroleum and Chemical Industry Bureau
December 12, 2000
This specification is formulated in accordance with the plan and arrangement of China National Petroleum and Natural Gas Group Public Quality and Safety Bureau, 1999 No. 34 "Construction and Acceptance Specifications for Glass Fiber Reinforced Thermosetting Resin Pressure Pipelines (hereinafter referred to as FRP Pipelines) in the Oil and Natural Gas Industry", after extensive investigation and research, conscientiously summarizing the experience and lessons of relevant construction units in the oil industry on the installation and construction of FRP pipelines, and fully drawing on and adopting the regulations of relevant domestic and foreign standards
This specification stipulates the construction and acceptance of FRP pipelines The general principles of pipeline construction and acceptance, terms and definitions, preliminary preparations for construction, quality management requirements for on-site construction, loading and unloading of FRP pipes, connection forms and joint connection methods of FRP pipelines, ground laying and overhead installation of FRP pipelines, pressure testing and acceptance inspection, etc. are all proposed by the construction units and quality management and inspection departments of FRP pipeline laying and installation. This specification is jointly proposed by the Oil and Gas Group Corporation and the Professional Standardization Committee of Petroleum Upstream Construction of the Oil and Gas Group Corporation. This specification is compiled by: Daqing Petroleum Administration Bureau Infrastructure Engineering Department, Daqing Petroleum Pipeline Supply Company, Cai Wenjian, Chen Dianwen, Fu Xiuhui, Wang Shuishi, Li Xingyuan, Li Xinglu. ||This specification is interpreted by the Infrastructure Engineering Department of Daqing Oilfield Administration. 1 General Principles
1.0.1 This specification is formulated to standardize the construction and acceptance methods of glass fiber reinforced thermosetting resin pressure pipelines (referred to as FRP pipelines) in the petroleum industry, improve the construction technology level, and ensure the quality of the project.
1.0.2 This specification is applicable to the construction and acceptance of FRP pipelines buried, laid on the ground, and installed overhead for the conveying medium of liquid and gas-liquid mixture. 1.0.3 During the construction of FRP pipelines, national and local regulations on safety, labor protection, fire prevention, explosion prevention, environment and cultural relics protection should be observed. 1.0.4 In addition to the provisions of this specification, the construction and acceptance of FRP pipelines shall comply with existing national or industry regulations. Standard: Standardize the construction and acceptance of pipeline ancillary structures, crossings and trench support projects, as well as construction in special places: The relevant standards and specifications of the hot national industry shall apply. 2. Terms and definitions
2.0.1 The terms of fiber reinforced plastics and glass fiber and its products involved in this specification are in accordance with the "Terms of Fiber Reinforced Plastics" CGB/T3961-1993 and "Terms and Definitions of Textile Glass Fibers" IC/767--85 (96). 2.0.2 The following terms shall be used in this specification for buried pipeline construction: 1. Foundation
Trench footing: In unstable soil areas, it refers to the layer of human support added to the bottom of the trench
2. Bedding
Sand or granular soil layer added to the bottom of the trench and leveled to fully support the trench
3 Pipe zone backfillInterstitial fill in the trench section area from the bottom to the top of the pipe, including primary pipe zone backfill and secondary pipe zone backfill
4 Primary pipe zone backfillThe initial compacted backfill in the pipe zone as the side support of the trench: 5 Secondary pipe zone backfillThe compacted backfill from the primary pipe zone backfill to a certain height or ground level at the top of the pipe; 6 Third backfill
Compacted or uncompacted interstitial fill after the secondary pipe zone backfill until the ground or above, the technical system is shown in Figure 2.0
7 Sundgranular refers to broken pieces and some pea-like gravel with a size of 5-25mm mixed with sand8 Hard: hard sil
refers to hard soil such as white gravel, if any, iunstable soil
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