结构翻译
4.3 Structures
4.3 结构
Prepare all necessary static and dynamic design calculations, analys and drawings to the following structures in accordance with the SPECIFICATIONS to ensure fitness throughout the design life of Project.
依据《规格》针对下列结构准备所有必要的静态和动态设计计算资料、分析和图纸，确保项⽬设计使⽤年限过程中的便利。Pipe rack and pipe supports
管架和管⽀柱
Equipment support structures and platforms
设备⽀撑结构和平台
Equipment foundations, equipment support foundations
设备基础、设备⽀持基础
Storage tank foundations
储油罐基础
Splitter column foundation and structure
拆分器柱基础和结构
Process structures and foundations
流程结构和基础
Compressor buildi爱女人
ngs (including new and extension of existing) and others as per Building List
压缩机建筑（包括新的和现存扩建）及《建筑物清单》上神偷奶爸三
的其他建筑
Pump shelters
泵避难所
Sleeper and miscellaneous foundations
枕⽊和其他基础
Sumps, valve boxes etc
⽔坑、阀室等
Operating access and maintenance platforms, stairways and ladders
操作通道和维护平台、楼梯和梯⼦
New supports and Anchors for additional piping along existing interconnecting pipe racks, pipe tracks, jetty and pipe bridge.现存内部连接管架、管道轨道、管道堤和管桥周围⽀管的新的⽀承结构和转折点。
Strengthening and modifications to existing structures like on-shore pipe racks, pipe tracks, shelters, pipe bridge, jetty
structure etc., and their
foundations (Refer to ction 4.13). Structural integrity of existing
system shall not be disturbed while performing the works for facilities
required of the existing structures.
对现存结构如岸上管架、管道轨迹、避难所、管桥、码头结构等及其基础的加强和修改（见第4.13节）。但是在对现存结构施⼯的过程
中不应⼲扰现存系统的结构完整性。
Refer Exhibit B-13 for list of computer programs to be ud for analysis and
design of structures.
见附录B-13，将⽤于结构分析和设计的计算机程序清单。
4.3.1Reinforced Concrete Structures
4.3.1 钢筋混凝⼟结构
The design and material requirements for concrete structures and foundations shall be in accordance with ACI 318M, Project Specifications, Structural Engineering Design Criteria (5574-AMD-CU-002) and Concrete Design (5574-AMD-CU-013).
对混凝⼟结构和基础的设计和材料要求应依据ACI 318M、设计规范、结构⼯程设计标准(5574-AMD-CU-002)和混凝⼟设计(5574-AMD-CU-013)。
The concrete pouring restrictions between June 1 and Sept 30 stated in DGS-CU-010, Concrete Construction, Formwork and Coatings, Section 14.0, can be waived as long as concrete temperature limits stated in this specification are not exceeded. Temperature limits specified for workmen during extreme吃螃蟹喝什么酒
hot weather shall also be adhered to. COMPANY's experience shows that it is very difficult to meet the limits during the indicated time.
只要混凝⼟温度未超出规格设定的界限，DGS-CU-010、混凝⼟结构、模板和涂层、第14.0节规定的6⽉1⽇⾄9⽉30⽇混凝⼟浇注限制条件可不予遵循。为⼯⼈设定的温度极限在极端炎热的天⽓下仍须遵守。“公司”经验显⽰在制定时间内要遵循这些限制条件⾮常困难。
Concrete protection and coatings shall be in accordance with project specification DGS-CU-010 and standard drawing 5574-STD-CU-00105.
对混凝⼟包含和涂层应依据设计规格DGS-CU-010和标准图纸5574-STD-CU-00105。
4.3.2Steel Structures
4.3.2 钢结构
The design and material requirements for steel structures shall be in accordance with AISC and
Specification 5574-AMD-CU-002, Structural Engineering Design Criteria. Fabrication and
erection of structural steel shall be in accordance with Project Specifications 5574-AMD-CU-020
and company specification DGS-CU-021 respectively. Design shall be carried out utilizing
____ integral analysis and design software such as STAAD Pro or SAP 2000 latest
award. Metric European Structural Steel Shapes and Plates to Euronorms shall be utilized in all structu以感动为题的作文
ral steel construction.钢结构的设计和材料要求应遵循AISC和5574-AMD-CU-002规范、结构⼯程设计标准。钢结构建造和安装应分别依据设计规格
5574-AMD-CU-020和公司规范D春潮电影
GS-CU-021进⾏。.利⽤完整分析和设计软件，如STAAD Pro或合同授予的SAP 2000最新版本执⾏设计。所有结构钢建筑中均应使⽤欧洲规范下的度量欧洲结构型钢和板材。
All structural steel, bolting material, cages, handrails, gratings and floor plates shall be corrosion protected in accordance with the painting specification DGS-MX-001 and / or Galvanizing Specification DGS-MX-002 as applicable, except that grating, stair treads and floor plates shall only galvanized
所有结构钢、螺栓材料、⽹箱、栏杆、隔栏和波纹板应依据上漆规范DGS-MX-001和/或镀锌规范DGS-MX-002（除了隔栏、楼梯踏板和波纹板只需镀锌），如可应⽤，进⾏防腐蚀处理。
4.4 Drainage
4.4 排⽔
Preliminary calculations were performed during FEED for Non Oily Storm Sewer System (Doc No. 5574-000-CU-2001) and Accidentally Oily Sewer System (Doc No. 5574-000-CU-1001) explaining the drainage philosophies.
FEED期间已对⾮含油污⽔管系统（⽂件号5574-000-CU-2001）和阐述排⽔原理的意外含油污⽔管系统（⽂件号：5574-000-CU-1001）进⾏了初步计算。
The basis for the drainage for BOU, Intermediate storage and Product storage areas are defined in process basis of design for wer and drain system (unit 946) document no. 5574-946-PP-0001, basis of design for clod drain system (Unit 946) document no. 5574-946-PP-0003 and basis of design for waste water treatment document no. 5574-947-PP-0001.
BOU、中间存储器和产品存储区的排⽔基础通过污⽔管和排⽔系统⼯艺设计基础（机组946）5574-946-PP-0001号⽂件、闭路排⽔系统设计基础
（机组946）5574-946-PP-0003号⽂件和污⽔处理设计基础5574-947-PP-0001号⽂件得以界定。
CONTRACTOR shall provide parate drainage systems to enable the dedicated collection of all individual contaminants at source, thus allowing for efficient and suitable treatment of effluents to be provided at the discharge point.
承包商应提供单独的排⽔系统，以利于源头所有个别污染物的收集，从⽽对排放站所有废⽔进⾏有效⽽适当地处理。
Surface Storm Water and Sewer System
地表暴⾬和污⽔管道系统
The drainage system design shall be in accordance with Process Philosophy for Oily Water and Storm Drainage Systems. Drainage and UG schematics Layouts are shown in drawings 5574-000-CC-E-1002 to 1005 for BOU area, 5574-941-000-CC-E-1001 to 1004 for Intermediate Storage Tank area and 5574-941-000-CC-1005 to 1013 for Product Storage Tank area. It shall be CONTRACTOR's responsibility to determine final locations, sizes and elevations of the drainage networks, including manholes, tie-ins, sumps and sand traps.
排⽔系统应依据油污⽔和暴⾬排⽔系统的过程原理进⾏设计。图纸5574-000-CC-E-1002⾄1005可见排⽔和UG布置图，5574-941-000-CC-E-1001⾄1004见中间存储器储罐区，5574-941-000-CC-1005⾄1013见产品存储储罐区。承包商应负责确定排⽔⽹，包括检修孔、接头、污⽔坑和分沙器的最终位置、尺⼨和海拔⾼度。
The成功需要坚持
drainage system shall be designed in accordance with 5574-AMD-CU-001, Civil Engineering Design Criteria. Typical manhole and wer details are shown in Standard Drawings 5574-STD-CU-00007 to 00011, Drainage Details. Additional design details shall be developed by the CONTRACTOR as necessary for the completion of drainage system design.
排⽔系统应根据5574-AMD-CU-001、《⼟⽊⼯程设计标准》进⾏设计。
典型检修孔和污⽔管详细资料见标准图纸5574-STD-CU-00007⾄00011。如对完成排⽔系统必要，承包商应开发新增设计细则。
Drainage pipe material and installation shall be in accordance with the requirements of Specifications DGS-CU-007, 008 and drawing 5574-STD-CU-00001. It should be noted that reinforced concrete pipe (RCP) referenced in DGS-CU-007 and DGS-CU-008 shall meet the
concrete mix requirements of Project specification 5574-AMD-CU-014.
排⽔管材料和安装应依据规格DGS-CU-007, 008和图纸
5574-STD-CU-00001进⾏。应注意DGS-CU-007和DGS-CU-008中提及的钢筋混凝⼟管道（RCP）应达到设计规格5574-AMD-CU-014规定的混凝⼟混合
4.4.1 Tie-in to existing systems
4.4.1 现存系统接头
Wherever appropriate, CONTRACTOR shall determine suitable locations for
new connections to existing drainage systems so as to provide minimum
disturbance to the systems and any other adjacent rvices, together with
maintaining all existing plant rvices at all times. New connections to existing
drainage systems shall tie in at locations where the existing downstream system
has sufficient spare capacity to accommodate the propod design flow rate.
Alternatively CONTRACTOR shall upgrade existing systems wherever required
to accommodate the additional flows. Connection locations shown on FEED
package drawings are preliminary, bad on a FEED study and may not be
reflecting all the tie-ins locations. CONTRACTOR to verify, review and
consider all the additional tie-ins as a part of detail engineering. CONTRACTO合肥社保查询
R
shall verify the adequate capacity exists in existing systems for additional flows
generated by the propod works. Any shutdown requirements shall be
demonstrated clearly and shall be submitted to COMPANY for approval.
在适当情况下，承包商应为现存排⽔系统新的连接点确定合适的位置，以对系统和任何布什
其他毗邻设施的影响降⾄最⼩，并始终保持所有现存设备的
运转。现存排⽔系统的新连接点应位于现存下流动系统具备充分闲置⽣产⼒
来适应拟定设计流量的位置。或者，承包商应对现有系统升级以适应额外流
量。显⽰在FEED外形图上的连接点位置只是建⽴在FEED研究基础上的初步
设计，并且未显⽰所有连接点的位置。承包商应对所有作为详细设计组成部
分的新增的接头进⾏核实、检查和考虑。承包商应针对拟定⼯程产⽣的附加
流量核实现存系统中是否存在充分的容量。任何停机要求均应有明确论证并
提交“公司”批准。
To achieve a suitable route for new rvices within or adjacent to existing plant
areas, it may be necessary to reconstruct a temporary diversion of some existing
rvices during the construction period. CONTRACTOR shall be responsible for
locating, identifying and obtaining all necessary permits to divert or reconstruct
any existing rvices as required.
为在现有设备区域内或附近为新增设施提供便利的通道，可能需要在施⼯期间重建部分临时转移的现有设施。承包商应负责对所有需要转移或重建
的任何现有设施的放置、识别⼯作以及获得所有必要许可。
4.4.2 Provision in drainage design for flows from future units
4.4.2 针对将来机组流量在排⽔设计中的规定
No provision shall be made in the design for discharge from future
units.
针对将来机组的排放，在设计中⽆任
何规定。
4.5 Tank Farm Facilities
4.5 油罐区设施
Tank Farm layout shall be as per dra碱性磷酸酶是什么
wing 5574-941-CC-E 1001 through 1004,
Drainage and Under Ground Services Schematic, Intermediate Storage Tanks
and 5574-941-CC-E-1005 to 1013, Drainage and Under Ground Services
Schematic, Product Storage Tanks. CONTRACTOR shall develop corresponding
Civil and underground general arrangements.
油罐区布置应依据图纸5574-941-CC-E 1001⾄1004——排⽔和地下服务原理图、中间存储器油罐和5574-941-CC-E-1005⾄1013——排⽔和地下服务原理图、产品存储油罐。承包商应作出相应的⼟⽊⼯程和地下总体布置。
4.5.1 Provision in drainage design for flows from future 没有白带怎么办
units
4.5.1 将来机组流量排⽔设计规定
Tank pad details shall meet the minimum requirements as depicted on drawing 5574-STD-CU-00004, Tank / Bund wall details. Tank pad elevation directly below tank annular plate shall not be less than 600mm above bund floor finished level.储罐基础情况应满⾜图纸5574-STD-CU-00004、储罐/壆墙详细资料规定的最低要求。海拔直接低于环板的储罐基础不应低于堤岸地⾯终饰以上600mm。
Tank pad shall be designed as per the requirements of Specification 5574-SP-CU-1001, Specification for tank foundation systems and dikes.
储罐基础应依据规范5574-SP-CU-1001，储罐基础系统和堤防规定进⾏设计。
Tank pads shall be designed with a "leak management system" i.e. hydrocarbon leakage in the tank bottom is controlled, and migration of the contaminant into the soil and groundwater is avoided. The leak detection system shall be installed under the Hydrocarbon storage tanks only. Refer to Project Standard Drawing 5574-STD-CU-00004 for Monitoring Sump and Drain Details. All tank bottoms shall be cathodically protected as per Specification DGS-MY-0001, Cathodic Protection and 5574-STD-CU-00004, Tank / Bundwall details.
储罐基础应与“泄露管理系统”⼀同设计，⽐如，储罐底板碳氢化合物泄露得以控制，污染物迁移⾄⼟壤和地下⽔得以避免。泄露检测系统应只安装在碳氢化合物储存罐⾥。监测污⽔坑和排⽔详细资料见项⽬标准图纸5574-STD-CU-00004。所有储罐底部均应依据规范DGS-MY-0001——阴极保
4.5.2 Tank Bund Floors
