This specification is formulated to standardize the design and construction of beach oil field water injection project terminals, so as to ensure safety, reliability, advanced technology, economical and practical, and environmental protection. This specification is applicable to the design and construction of beach oil project terminals. It can be used as a reference for river estuary ports and river ports that are close to the beach area and used for beach oil projects according to actual conditions. SY/T 0313-1996 Technical Specification for Design and Construction of Beach Oil Project TerminalsSY/T0313-1996 Standard download decompression password: www.bzxz.net

Petroleum and Natural Gas Industry Standard of the People's Republic of China Technical Specification for Design and Construction of Wharfs for Petroleum Engineering in Beach-Shallow Sea SY/ T 0313-96 Edited by: Liaohe Petroleum Exploration Bureau Survey and Design Institute Approved by: Petroleum Industry Press of China National Petroleum Corporation Beijing 1997 Symbols and codes Basic provisions General layout and process design of wharfs General provisions Address selection Loading and unloading process Water city layout Wharf surface design Safety provisions for oil wharfs Land facilities Gravity wharfs General provisions General structure General calculation t||Block wharf
Caison wharf
Buttress wharf
High-pile wharf
General provisions
General requirements
Beam-slab wharf
Non-panel wharf
Pile foundation design
++++++++++++++++++++++*++++
Verification of shore connection structure and overall stability
(30）
(40）
(43）
(43）
(43）
(45）
(48）
Floating wharf
General Provisions
Open fixed wharf
General provisions
Dyke and approach bridge
Pier wharf
Trestle wharf
Wharf facilities
Anti-collision and ship-carrying facilities
Mooring facilities
Other wharf facilities
Construction and acceptance
General provisions
Gravity wharf
High-pile wharf
Floating wharf
Open fixed wharf
Wharf ancillary facilities
Acceptance of completion
Appendix A
Appendix B
Appendix C
Appendix D||t t||Professional
Classification of fire hazards of oil products
Main dimensions of bollards
Soil classification table
Explanation of terms used in this specification
Appendix
Explanation of clauses in the Technical Specification for Design and Construction of Beach Oil Engineering Wharfs
(65)
Document of China National Petroleum Corporation
(96) CNPC Technical Supervision No. 642
Notice on the approval and release of fourteen oil and gas industry standards including "Design Specification for Gas Field Gas Gathering Project" to all relevant units
"Design Specification for Gas Field Gas Gathering Project" and fourteen oil and gas industry standards (draft). After examination and approval, it is now approved as the petroleum and natural gas industry standard and is hereby promulgated. The numbers and names of the various standards are as follows: Serial No. SY T 0010-96 SY/ T 0011-96 SY 0043-96 SY/T 0091-96 SY T 0306-96 SYT 0307-96 SY/T 0308-96 SY/T 0309-96 Specification for Design of Gas Gathering Engineering in Gas Field (Replacing SYJ 10-86) Specification for Design of Natural Gas Purification Plant in Gas Field (Replacing SYJ 11—$5)
Coloring standard for surface pipelines and equipment in oil and gas fields (replacing SYI43--89)
Design specification for computer control system of oil and gas fields and pipelines
Technical specification for thermal heating of offshore oil projectsTechnical specification for vertical cylindrical steel welded fixed-roof storage tanks in offshore oil projects
Technical specification for water injection in offshore oil projects
SY/T 030996
SY/T 031096
SY/T 0311-96
SY7T 0312-96
SY /T 0313-96
SY /T 0314-96
SY/T 0305-96
Technical Specification for Produced Water Treatment of Beach Oil Project
Technical Specification for Instrumentation and Automatic Control of Beach Oil Project
Technical Specification for Communication of Beach Oil Project
Technical Specification for Equipment of Beach Oil Project
Technical Specification for Design and Construction of Beach Oil Project Wharf
Technical Specification for Structure Design and Construction of Beach Concrete Platform
Technical Specification for Weihai Pipeline System
The above standards shall be implemented from July 1, 1997 China National Petroleum Corporation
December 3, 1996
1.0.1 This specification is formulated to standardize the design and construction of beach oil project wharf, so as to ensure safety, reliability, advanced technology, economical and practical, and environmental protection. 1.0.2 This specification is applicable to the design and construction of beach oil project wharf, and can be used as a reference for estuary ports and river ports that are close to the beach area and used for beach oil projects according to actual conditions.
1.0.3 The beach oil project terminal may include the following basic functions as needed: to meet the requirements of ship berthing and departure, and the collection, distribution, and storage of production and living materials during beach oil exploration, development and construction; to meet the requirements of prefabrication, stacking and launching and towing of non-ship equipment and facilities during beach oil exploration, development and construction; to meet the requirements of collection, storage of crude oil and refined oil products.
1.04 The basic terms involved in this specification shall be implemented in accordance with the basic terms and their interpretations in the "Standards for Basic Terms of Port Engineering". 1.0.5 Reference standards:
GBJ 16-87
GBJ 17—88
GBI 74-84
Code for Fire Protection Design of Buildings
Code for Design of Steel Structures
Code for Design of Oil Depots
GB 5018693
GB 5019293
GB 5020595
Basic terminology standard for port engineering
Design specification for river and port engineering
Specification for construction and acceptance of steel structure engineering
SYT4084-95 Technical specification for environmental factors and loads in offshore areasSYT4091—95 Technical specification for corrosion protection of offshore oil projectsSY5747—-1995 Safety rules for offshore oil construction projectsTechnical specification for port engineering of the Ministry of Communications of the People's Republic of China (1987) JTJ242—88 Quality inspection and assessment standard for port engineering1.0.6 In addition to implementing this specification, the design and construction of offshore oil project terminals shall also comply with the requirements of the current national standards, specifications and relevant laws and regulations on marine management, safety, environmental protection, etc.
Nominal diameter
2Symbols and codes
Number of berths required for oil terminal input and outputCalculation time interval for ships to arrive at the shore during the navigation periodUnloading operation berthing time
Oil loading operation suspension time
Time during the navigation period: or designed ship type full load draft; or caisson draft Mt.
Number of tankers importing and exporting oil products
Average weight of oil products
Input and outputAverage capacity of tankers
Input and output of oil products
Uneven coefficient of oil product input and output
Maximum input or output of oil products per monthAverage input or output of oil products per monthUneven coefficient of ships arriving at the shore
Maximum number of tankers visiting the port per month
Planned number of tankers visiting the port per month
Time for the ship to enter the mooring equipment, docking time and mooring timeTime required to connect the loading and unloading pipeline
When the oil pump is fully loaded: the time required for the tanker to refuel or load oilThe percentage of the amount of oil discharged by the unloading pump to the total capacity of the oil tankAverage capacity of the tanker
Average delivery capacity of the unloading pump
Time required to remove excess oil from the tankerTanker cleaning pump Average delivery volume
Time required for heating oil in oil tanker
Time for opening duct, tying ropes and leaving the shore Average delivery volume of oil pump at the dock
L-design ship length, or component length: or component design laying length B
Design ship width; or component width
Angle between dredging edge line and dock line: or vertical displacement of supporting point Duration required for ships to enter and leave the port at each tide Time surplus coefficient
Duration of ships passing through the channel at each tide Time for ships to turn around in the port
Time for ships to dock, leave the dock and tie up and untie
Effective width of one-way channel
Effective width of two-way channel
Width of track zone; or area of ​​caisson subjected to water flow resistance Ship drift multiple
Wind and flow pressure deflection angle
Sudden width between ships; or component width; or cross-sectional length of component Flow velocity
The surplus width between the ship and the bottom of the channel; or the sum of the widths of all load-bearing components
Navigable water depth
Design water depth of the channel: or the design water depth at the front of the wharf; or the outer diameter of the round caisson, steel pipe column, and mooring column
The surplus water depth increased by the sinking of the hull when the ship is sailing·Z,—the minimum surplus depth under the keel
Wave surplus depth
Supplementary depth of ship loading and tilting: or the ship's Increased stern draft due to uneven loading
Reserve siltation surplus depth
βShip-wave angle
Average wave periodbzxz.net
Wharf surface elevation
-Design high water level
50-year return period H% wave crest surface height at design high water level Height of the wharf superstructure: or the water depth at the end of the slideway Surplus height above the wave crest surface to the bottom of the superstructure Wave height allowed for berthing in front of the wharf; or component height code Head berth length
Berth surplus length
Ship length coefficient
Angle between quay walls
Reduction factor considering that the weight of the filling material in the cavity and the upper load are not all applied to the block components
Elastic modulus of the longitudinal beam or panel material
Sectional moment of inertia of the longitudinal beam or panel
Calculated span of the component
Compression coefficient of the support point
Pile material Elastic modulus
Sectional moment of inertia of the pile
Calculated bending length of the pile
Water depth occupied by the platform and the trolley
Excess water depth
Towing force
Weight of water
Raised water level in front of the box
Relative velocity of the flow box to the water flow
Water retaining shape coefficient
Leveling point spacing
Cap height of the bollard
B. Width of mooring post cap
Outer diameter of circular mooring post base
3 Basic provisions
3.0.1 The safety level of offshore petroleum engineering wharf buildings should be determined after comprehensive technical and economic demonstration based on the severity of the possible consequences after damage (endangering human life, causing economic losses, generating social impact, etc.) and the scale of wharf construction. The safety level can be divided according to Table 3.0.1
Safety level of wharf buildings
Safety level
Bad consequences
Very serious
Not serious
Scale of wharf construction
Greater than or equal to 10,000-ton wharf
Wharf between sub-level I
Small wharf
For level II and III wharf buildings: When the natural conditions are relatively complex and the data are insufficient or the dangerous goods wharf is smaller than cubic tons, the building level can be increased by one level after demonstration and the safety factor can be selected. For construction and Grade II wharf buildings, when the data is sufficient and there is relatively mature construction experience nearby, the building grade can be reduced by one level to select a safety factor after demonstration.
For temporary wharf buildings, their grade can be determined according to specific circumstances. 3.02 The structural type of the offshore oil engineering wharf should adopt a gravity wharf, high-pile wharf, floating wharf or open fixed wharf. 3.0.3 The selection of the wharf structure type should conscientiously implement the technical policies of the state and relevant departments, and be selected through technical and economic comparison based on local natural conditions, the use requirements and construction conditions of the wharf buildings. The following principles should be observed during the specific selection. 0-3.1 The wharf structure type should meet the following use requirements: (1) Wharf loading and unloading process requirements:
"(2) Ship berthing requirements;1 The wharf structure type shall meet the following use requirements: (1) Wharf loading and unloading process requirements:
" (2) Ship berthing requirements;1 The wharf structure type should meet the following use requirements: (1) Wharf loading and unloading process requirements:
" (2) Ship berthing requirements;
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