SY 4032.1-1993 Petroleum Construction Project Quality Inspection and Assessment Standard Communication Engineering (Long-distance Communication Open Line Engineering) SY4032.1-1993 Standard Download Decompression Password: www.bzxz.net

Standard for Quality Inspection and Evaluation of Petroleum Construction EngineeringTelecommunication Engineering(Toll Open-Wire Line Engineering) Engineering)SY4032.1—93
Editor: China National Petroleum Corporation Infrastructure Engineering BureauApproval department: China National Petroleum CorporationImplementation date: May 1, 1994
Petroleum Industry Press
1993·Beijing
Pole erection project·
Electric pole root reinforcement and lightning protection line, pole nail installation projectPulling wire and support pole installation project
Installation of wire support and line support project·
Lineman·
Open line branching, introduction and protection device installation projectEntry (or intervention) cable laying project
Entry (or intervention) cable connection installation projectEntry (or intervention) cable gas-enclosed wing installation projectDC electrical characteristics test project
AC electrical characteristics test project·
Ground resistance test project,
Appendix A
Appendix B
Appendix C
Quality assurance data of long-distance communication open-wire line project Quality inspection equipment table of long-distance communication open-wire line project Abstract Terms used in this standard
Additional explanation
(3)
Document of China National Petroleum Corporation
(93) Zhongyoujizi No. 764
Notice on the approval and release of thirteen oil and gas industry standards including "Natural Gas Gathering and Transmission Pipeline Construction and Acceptance Specifications"
To all relevant units:
The draft of thirteen standards including "Natural Gas Gathering and Transmission Pipeline Construction and Acceptance Specifications" has been reviewed and approved and is now approved as oil and gas industry standards for release. The numbers and names of the various standards are as follows:
SY 4066--93
SY/T 4067-93
SY/T 4072—93
SY 4032.1—93
SY4032.2--93
SY 4032.3--93
Specification for construction and acceptance of natural gas gathering and transmission pipelines Specification for construction and acceptance of process pipelines in natural gas gathering and transmission stations Asphalt expanded perlite anti-corrosion and thermal insulation steel pipe
Standard procedure for quality inspection and assessment of petroleum construction projects (long-distance communication open line projects)
(Replaces SYJn4032-88)
Standard procedure for quality inspection and assessment of petroleum construction projects (urban telephone line projects)
Replaces SYJn4032-88)
Standard procedure for quality inspection and assessment of petroleum construction projects (communication line projects)
Communication workers
Communication workers
Communication workers
7 $Y 4032.4-93
8 SY 4032.5-93
(Replaces SYJn 4032--88)
Petroleum construction project quality inspection and assessment standard communication engineering (long-distance communication open-line carrier telephone installation project) (replaces SYJn4032--88)
Petroleum construction project quality inspection and assessment standard communication engineering (long-distance communication telephone exchange equipment installation project) (replaces SYJn4032--88)
9 SY 4032,6--93
Communication engineering
Petroleum construction project quality inspection and assessment standard procedure (city telephone exchange equipment installation project) (replaces SYJ 4032--88)
10SY4032.7-93 Petroleum construction project quality inspection and assessment standard communication engineering (city telephone program-controlled conversion equipment installation project) (replaces SYJ 4032--88）
11SY4032.8--93 Petroleum Construction Project Quality Inspection and Assessment Standard Communication Engineering (Telecommunication Network Optical Fiber Digital Transmission System Engineering) (Replaces SYJn 4032--88)
SY4032.9-93 Petroleum Construction Project Quality Inspection and Assessment Standard Communication Engineering 12
Engineering (Digital Microwave Communication Engineering)
(Replaces SYJm 4032--88)
3 Petroleum Construction Project Quality Inspection and Assessment Standard Communication Engineering 13 Sf 4032.10--93
|(Communication Power Supply Equipment Installation Engineering)
|(Replaces SYJ4032--88)
The above standards shall be implemented from May 1, 1994. Zhongyou Petroleum and Natural Gas Corporation
November 26, 1993
1.0.1 This standard applies to the quality inspection and evaluation of long-distance communication open-wire line projects newly built, expanded and renovated in petroleum construction projects. 1.02 The division principles of sub-items, sub-sections and unit projects of long-distance communication open-wire line projects shall comply with the provisions of SY4024 "General Principles for Quality Inspection and Evaluation of Petroleum Construction Projects", and the names of sub-items, sub-sections and unit projects shall comply with the provisions of Table 10.2. Table 1.0.2 of the names of sub-items, sub-sections and unit projects of the long-distance open-line line project
Unit project
Sub-section project name
Pole line engineering (every 20km)
Line engineering (every 20k horse)
Cross-river flying line engineering (each place)
Cable engineering (or intervention)
Project [each place]
Electrical characteristics test (each increase
Sub-item project
(1) Support engineering
Project name
(2) Pole root reinforcement and yellow line avoidance, pole nail installation engineering (3) Wire and support pole installation engineering
(4) Wire support and line support material installation engineering 5) Wire stringing engineering
(6) Open-line sub-items 1.0.3 While implementing this standard, the provisions of SY4024 "Standard for Quality Inspection and Assessment of Petroleum Construction Projects" shall also be observed. 1.0.4 The main quality indicators and requirements of this standard are proposed based on YDJ36 "Technical Specifications for Construction and Acceptance of Long-distance Communication Open Line Line Engineering" (hereinafter referred to as the Specifications), YDJ38 "Technical Specifications for Construction and Acceptance of Urban Telephone Lines" (hereinafter referred to as Urban Line Specifications) and YDJ32 "Technical Specifications for Construction and Acceptance of Long-distance Communication High-frequency Symmetrical Relay Line Engineering" (hereinafter referred to as Long-distance Line Specifications).
1.0.5 The quality assurance data of long-distance communication open line line engineering shall comply with the provisions of Appendix A of this standard.
1.0.6 The measuring instruments used in the inspection and evaluation shall be within the validity period of the calibration, and the name and specifications of the instrument shall comply with the provisions of the Appendix of this standard. 2.1.1
2 Pole Engineering
2.1 Guarantee Items
The line route must comply with the design requirements.
Inspection method: observation, measurement with a benchmark and a tape measure. The quality of the pole must comply with the specifications.
Inspection method: Observation and inspection of product quality certificates. 2.2 Basic items
Quality requirements and inspection methods for jointed wood poles. The specified scores shall comply with the provisions of Table 2.2.1
2.2.1.
Quality requirements for connecting wooden poles and their inspection methods and specified scores Quality requirements
The poles and specifications of the connecting poles should comply with the specifications. The upper and lower sections should be adjusted and not twisted: the joint surface is tight and seamless, and the connection is firm
The wire hoop is not corroded, the winding should be tight and consistent, the force should be uniform, and the arrangement should be neat
The nail hole is straight and cut in the center of the wooden pole; the nail is galvanized evenly and not corroded: the gaskets are complete, the caps are screwed and sealed: the nails have moderate spots, the joint parts that have been sawed, cut, and cut, and the nail holes should all be coated with anti-corrosion oil
Note: Indicates that this item is a sub-item of the main wing, the same inspection method below
Test with a wrench
Specified score
Inspection quantity: 20% of the number of connecting poles (all flying line poles are inspected). 2.2.2 The quality requirements and specified scores of reinforced concrete pole caps should comply with Table 2.2.2.
The quality of reinforced concrete poles and steel rings shall comply with the provisions of Table 2.2.3.
The quality requirements and the specified scores of reinforced concrete pole steel rings shall comply with the provisions of Table 2.2.3.
The quality requirements and the specified scores of reinforced concrete pole steel rings shall comply with the provisions of Table 2.2.3.
The quality requirements and the specified scores of reinforced concrete pole steel rings shall comply with the provisions of Table 2.2.3.
The oil, rust and other substances on the weld of the steel ring shall be removed and cleaned. The steel shall be aligned and corrected if eccentric.
The steel ring shall have a certain reinforcement surface, shall be smoothly connected to the steel ring, and shall be free of wrinkles. No cracks, no leaking welds, no unfilled grooves
No cracks or drops in the concrete near the steel ring. The surface should be protected
Specified score
Inspection quantity: 20% of the number of steel ring connection sections (including all poles to be inspected) Inspection party: Guan Cai.
2.2.4 The quality requirements and inspection methods of the flange connection of reinforced concrete poles and the specified score should comply with the provisions of Table 2.2.4.
Inspection quantity: 20% of the number of flange connection sections (including all flying poles to be inspected). 2.2.5 The quality requirements and inspection methods of erected poles and the specified score should comply with the provisions of Table 2.2.5.
Quality requirements for flange connection of reinforced concrete rod and its inspection method, specified score table 2.2.4
The rod should be straight. Gaskets can be added between flanges to straighten the rod, but no more than 3 pieces, and the total thickness of the gaskets shall not be greater than 5m
The connection should be tight
Each through nail should be evenly stressed
Inspection method
Test with a wrench
Tighten with a wrench
The requirements for the quality of the poles and their selection, the quality of the poles, the support type, the structure and the orientation should be in accordance with the design and specification. The poles on the straight road should be in a straight line without any hairline bends or S bends: reinforced corner poles: reinforced concrete poles should be moved inward half a root diameter, and wooden poles should be moved inward one root diameter (the roots of the corner poles reinforced with braces should not be inward).
The tip of the straight pole should be tilted forward, backward, left and right: the reinforced concrete pole should not exceed ! /3 diameter, no more than 1/2 tip diameter: angle sample pole tip should still be tilted outside the corner angle: terminal pole should be tilted to the tension side 1020c: line pole should be tilted to the crossing side 2% of the ground pole height H pole two supports distance should comply with the design or specification requirements, the height of the two poles should be
Inspection method
Suspension measurement
Observation ruler measurement
Specified score
Specified score||tt ||Inspection quantity: 5% of the total number of poles (including terminal poles, line poles and a certain number of angle poles and crossing poles)
2.2.6 The quality requirements and specified scores of the backfill soil of the poles shall comply with the provisions of Table 2.2.6.
The quality requirements and specified scores of the backfill soil of the poles
The backfill soil must be compacted in layers [each layer must be compacted]
The root of the pole can be 1520cm above the ground. In urban areas, the backfill soil must be compacted in layers [each layer must be compacted in layers]
The root of the pole can be 1520cm above the ground. After the filling soil is solidified, the excavated road should be restored. Weeds, mud and snow-covered soil, large stones, etc. shall not be filled into the cave. 2.2.6
Specified score
Inspection quantity: 5% of the total number of poles.
Inspection method: Check the records of hidden projects. 2.2.7
's regulations.
's quality requirements and inspection methods for poles, the specified score is in accordance with the quality requirements of Table 2.2.7 Quality requirements and inspection methods, specify the quality of the numbering poles. The numbering poles and the pole numbering method should comply with the design requirements. The pole number specifications should comply with the specifications. The pole number must be correct. The handwriting is clear and correct. The pole number plate should be nailed firmly. Inspection quantity: 5% of the number of poles. Inspection method: observation, specified score value. |Quality indicators of allowable deviation items of pole erection engineering and their inspection quantity, inspection methods and specified scores
Specifications and dimensions of support
Distance between upper pole root and ground
After steel concrete pole is connected
Bending degree of pole
Position of pole root space
Position before and after pole building
Pole depth
Placement of H pole and beam
Position of H pole inclined waist frame||tt| |Note: The length of the pole
allowable deviation
specified
terminal pole
flying pole full inspection,
other inspection
inspection of hidden
2.3 Allowable deviation items
2.3.1 The quality indicators and inspection quantity, inspection methods and specified scores of the allowable deviation items of the pole erection project shall comply with the provisions of Table 2.3.1. 2.4 Quality inspection and evaluation table of the pole erection sub-item project 2.4, 1 The quality inspection and evaluation table of the pole erection sub-item project shall comply with the unified format of Table 2.4.1.
Guarantee items
Piercing gold knot
Joining wooden poles
Joining grooves
Tree decoration mixed7. Quality requirements and inspection methods for pole support, regulations on quality
The pole numbering method and pole numbering method shall comply with the design requirements. The pole numbering specifications shall comply with the specifications.
The pole number must be correct
The handwriting is clear and correct
The pole number plate should be nailed firmly
Inspection quantity: 5% of the number of poles.
Inspection method
Observation,
Specified score
The quality indicators of the allowable deviation items of the pole erection project and their inspection quantity, inspection methods and specified score
Specifications for support
Distance between the upper pole root and the groundbzxZ.net
After the steel concrete pole is connected
Bend of the pole
Position of the pole root
Position before and after the pole building
Pole depth
H pole and beam placement
H pole oblique waist frame position
Note: The worker is the length of the pole
allowable deviation
specified
terminal pole
flying line pole all
check,
other inspection
check hidden
2.3 Allowable deviation whole project
2.3.1 The quality indicators and inspection quantity, inspection methods and specified scores of the allowable deviation items of the pole erection project shall comply with the provisions of Table 2.3.1. 2.4 Quality inspection and evaluation table of the pole erection sub-project 2.4, 1 The quality inspection and evaluation table of the pole erection sub-project shall comply with the unified format of Table 2.4.1.
Guarantee project
Piercing gold knot
Joining wooden poles
Joining grooves
Tree decoration concrete7. Quality requirements and inspection methods for pole support, regulations on quality
The pole numbering method and pole numbering method shall comply with the design requirements. The pole numbering specifications shall comply with the specifications.
The pole number must be correct
The handwriting is clear and correct
The pole number plate should be nailed firmly
Inspection quantity: 5% of the number of poles.
Inspection method
Observation,
Specified score
The quality indicators of the allowable deviation items of the pole erection project and their inspection quantity, inspection methods and specified score
Specifications for support
Distance between the upper pole root and the ground
After the steel concrete pole is connected
Bend of the pole
Position of the pole root
Position before and after the pole building
Pole depth
H pole and beam placement
H pole oblique waist frame position
Note: The worker is the length of the pole
allowable deviation
specified
terminal pole
flying line pole all
check,
other inspection
check hidden
2.3 Allowable deviation whole project
2.3.1 The quality indicators and inspection quantity, inspection methods and specified scores of the allowable deviation items of the pole erection project shall comply with the provisions of Table 2.3.1. 2.4 Quality inspection and evaluation table of the pole erection sub-project 2.4, 1 The quality inspection and evaluation table of the pole erection sub-project shall comply with the unified format of Table 2.4.1.
Guarantee project
Piercing gold knot
Joining wooden poles
Joining grooves
Tree decoration concrete
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