室外电缆沟施工方案中英文

1、电缆沟开挖施工方案Work Method of Cable Trench Excavation编 制： Compiled by:审 核： Reviewed by:2018年 10月 21日October 21, 2018目录Content概况 OVERVIEW工程概况 PROJECT OVERVIEW1.2施工范围 SCOPE OF WORK编制依据 COMPILATION BASIS施工工艺流程 CONSTRUCTION PROCESS:四.前期准备 PREPARATIONS4.1技术准备 TECHNICAL PREPARATION4.2材料准备 MATERIAL PREPARATION4.

2、3主要机具准备 MAIN EQUIPMENTS PREPARATION4.4作业环境准备 OPERATING ENVIRONMENT PREPARATIONS五.电缆沟施工 CABLE TRENCH CONSTRUCTION5.1电缆沟测量、定位 CABLE TRENCH MEASUREMENT AND POSITIONING 45.2电缆沟开挖 CABLE TRENCH EXCA VATION六.质量控制 QUALITY CONTROL电缆沟外形尺寸允许偏差表 ALLOWABLE DEVIATED EXTERNAL6.1DIMENSIONS OF CABLE TRENCH TABLE6.2应

3、注意的质量问题 QUALITY ISSUES七.成品保护 FINISHED PROTECTION九.REQUESTS AND MEASURES八.施工记录 CONSTRUCTION OF RECORD 安全生产、文明施工要求和措施 SAFETY AND CIVILIZED CONSTRUCTION附厂区电缆沟图： ATTACHED: CABLE TRENCH DRAWING概况 Overview1.11.21)2)3)4)工程概况 Project Overview项目名称：本工程涉及三个变电站，分别是现有的220/35kV A472变电站、现有的 35/10kV B301S变电站以及新建的 3

4、5/10kV C581 变电站， 工作内容为三个变电站之间和从三个变电站接至 MV 用户的 电力电缆、 控制电缆、 接地电缆敷设所需电缆沟的开挖工程。 The project involves three substations, namely the existing 220/35kV A472 substation, the existing 35/10kV B301S the 35/10kV C581 substation and a new substation. This is the power, control and grounding cable trench excavat

5、ion project among three substations and for MV users connected to the three substations.施工范围 Scope of Work由 A472 变电站引出 3 路 35kV 出线。其中：一路引至B301S建筑35/10kV变电站原1#主变，原1#主变电缆将抽出， 与新增4#主变连接； 另两路引至 35/10kV C581 变电站 1#主变和 2#主变。回路采用 FS-YJY-26/35kV-1*300mm2 单芯 电缆，直埋敷设。去 C581 的两路 35kV 线路，敷设时沿不同路径，以避免两回线路同时受损。Pu

6、ll three 35V outgoings from A472 substation. Of which:The first outgoing is led to B301S Building (35/10kV substation) the original one # main transformer, pull the original one # main transformer cable out, and connect to the adding 4 # main transformer; the other two outgoings are led to 35/10kV C

7、581 # 1 and substation 2 # main transformer. Use FS-YJY-26/35kV-1 * 300mm2 single-core cables for Loop and buried pulling. Two 35kV lines to C581 are laid along different paths to avoid damage of the two loops.由B301S变电站引出7路10kV出线。全部引至B399中心制冷站。回路采用10kV截面为95mm2 的三芯铠装电缆， 由 B301S 南面现有的电缆井引出直埋至装置。 Pull

8、7 10kV outgoings from B301S substation to B399central refrigeration station. Loop uses 10kV three-core armored cable with cross-section 95mm2 and pull out from the existing cable well in the south of B301S then buried lay to the device.由C581引出10路10kV线路，分别为 A507的四台变压器，B551的两台变压器，B553TDA装 置氢气压缩机 2 台，

9、C521 盐酸装置氯气压缩机 1 台，盐酸压缩机 1 台提供电源。其中，变压器 回路采用10kV截面为185mm2的三芯铠装电缆，马达回路采用10kV截面为95mm2的三芯铠装 电缆。 以上电缆线路均沿规划路径埋地敷设。 10 10kV lines led from C581 are used to supply power to A507s four transformers, B551 two transformers, B553TDA 2 sets of hydrogen compressor unit, C521 hydrochloric acid chlorine gas compr

10、essor unit, and hydrochloric acid compressor unit respectively. Among them, transformer circuit uses x 3-core armored cable with 10kV cross-section 185mm2, motor circuit uses three-core armored cable with 10kV cross-section 95mm2. All cable lines will be laid underground along the planning path.接地电缆

11、回路： Ground cable loop:从A472敷设一根95mm2裸铜线去C581，同时从C581敷设四根95mm2裸铜线，分别引至B551、 A507、B553和C521，作等电位联结。以上电缆线路均沿规划路径埋地敷设。Lay a 95mm2 barecopper wire to C581 from A472. Meanwhile lay four bare copper wires to B551, A507, B553 and C521 for equipotential bonding. All cable lines will be laid underground along

12、 the planning path.5本工程电缆沟走向如下：The cable trench directions are as follows:电缆沟南线为 A472至C581,全长约850米，根据K-K断面图：开挖深度为1米，沟槽底宽0.6 米，沟槽面宽约 1.1 米。 Cable trench south line is from A472 to C581 about 850 meters long. According to KK sectional drawing, excavation depth is of 1 meter with trench bottom width 0.

13、6 m and face width1.1 m.电缆沟北线为 A472 至 C581 和 B301 ，其中共线约 220 米，根据 A-A 断面图有：开挖深度为 1 米，沟槽底宽 1 米，沟槽面宽约 1.5 米；Cable trench north line is from A472 to C581 and B301 and the collinear is about 220 meters. According to AA sectional drawing, excavation depth is 1 meter trench with trench bottom width 1 m an

14、d face width1.5 m.至 C581 支线约 430 米，根据 E-E 断面图有： 开挖深度为 1 米，沟槽底宽 0.6 米，沟槽面宽约 1.1 米；至 B301 支线约 300 米，根据 B-B 断面图有：开挖深度为 1 米，沟槽底宽 0.6 米，沟槽面宽 约 1.1 米。 The sub-line the C581 is about 430 meters. According to EE sectional drawing excavation depth is 1 meter trench with trench bottom width 1 m and face width

15、1.1 m. The sub-line to B301the is about 300 meters. According to BB sectional drawing , excavation depth is 1 meter trench with trench bottom width 1 m and face width1.1 m.编制依据 Compilation Basis1根据电气包中压部分 招标文件及招标图纸编制而成。 According to Electric package (MV) the tender and tender drawings.2在充分研究工程的客观情况和

16、施工特点，结合我公司类似工程施工经验的基础上编制的。 Basedon full study on construction characteristics and objective situation and combined with similar construction experience.3在本方案编制过程中，严格执行国家现行建筑和安装工程施工及验收规范、规程、标准、设 计规范。具体如下： In this compilation process, strictly implement current national construction and installation c

17、onstruction, acceptance norms, procedures, standards, and design specifications. As follows:?电气装置安装工程电缆线路施工及验收规范GB50168-2006 ?Electrical installation cableconstruction and acceptance standards GB50168-2006?电气装置安装工程接地装置施工及验收规范GB50169-2006 ?Electrical installation earthingconstruction and acceptance s

18、tandard GB50169-2006?建筑电气工程施工质量验收规范Acceptance GB50303-2002GB50303 2002 ?Building Electrical Construction Quality施工工艺流程： Construction Process:前期准备7电缆沟测量、定位 7确定开挖顺序7沿灰线切出槽边轮廓线7分层开挖7修整槽边 T清底preparation 7 cable trench measurements 7 excavation order7 cutting contour line along the calcareousness 7strati

19、fied excavation 7finishing cable trench edge7clear up四.前期准备 Preparations14.1技术准备 technical preparation针对本工程特点编审详细的电缆沟施工作业指导书， 及时组织图纸会审。 Compile particular cable trench construction engineering guide book as per project characteristics and organize promptlydrawings joint examination.2)根据上海市电力建设工程施工工艺

20、实施细那么结合本工程实际编写电缆沟施工工艺卡，并组织实施。 Compile construction technique cards according to the Shanghai Municipal Electric Power Construction Engineering Construction Technology Implementation Details and organize its implementation.3)施工人员全面了解电缆敷设来路、终点及敷设路径。 Construction workers have comprehensive understandin

21、g antecedents, destination, and laying path of laying cables.4.24.3主要机具准备 Main equipments preparation尖、平头铁锹、手锤、手推车、梯子、铁镐、撬棍、钢尺、坡度尺、小线或材料准备 Material preparation 根据材料计划采购所有的材料。所有材料规格型号及电压等级应符合设计要求，并有产品合格 证。 Purchase materials as per the plan. All materials specification models and the voltage level sh

22、ould meet the design requirements and have product certificates.20铅丝等。 Sharp, flat head shovel, hand hammers, wheelbarrows, ladders, picks, crowbars, steel ruler, slope-foot, small lead wire or 20 #lead wire and so on.4.41作业环境准备 operating environment preparations 土方开挖前,应根据施工方案的要求,将施工区域内的地上、地下障碍物清除和处

23、理完毕。Priorto earth excavation, clear up obstructions on the ground or underground as per construction plan.2建筑物或构筑物的位置或场地的定位控制线桩 、标准水平桩及基槽的灰线尺寸，必须经过检 验合格，并办完预检手续。 The location building or structure and the calcareousness of site positioning control lines (piles), standard level pile and the groove ba

24、se size must be tested qualified, and finished pre-screening procedures.3Clean up the site and make场地要清理平整，做好排水坡度，在施工区域内，要挖临时性排水沟。 drainage slope. Excavate temporary drains in the construction area.45夜间施工时,应合理安排工序,防止错挖或超挖。施工场地应根据需要安装照明设施,在危险地 段应设置明显标志。 Arrange night construction procedures properly

25、to prevent wrong dig or super-dug. Install the lighting facilities as needed and set signs in a dangerous location.开挖低于地下水位的基坑槽时，应根据工程地质资料，采取措施降低地下水位，一般要降至低于开挖底面的 0. 5m,然后再开挖。Excavate base pit (groove) below the groundwater level should low groundwater level based on engineering geological data to b

26、e lower than 0.5m of the underside, and then excavate.五.电缆沟施工 Cable Trench Construction5.1电缆沟测量、定位 cable trench measurement and positioning根据出线电缆布局和电缆沟开挖现场地形条件确定出电缆沟具体走向。 Determine the specific direction of cable trench of outgoing according to layout and excavation terrain conditions.电缆沟线路测量包括定线测量、

27、 水准测量和直接丈量。 The cable trench line measurements include alignment, leveling and direct measurement.定线测量要测定线路的中心线和转角,并应测量沟槽与相邻的永久性建筑物的位置关系,必要 时应在地面上设立标志。 Alignment measurement needs to determine the centerline and corners, and measure grooves and adjacent permanent building location relations. If nece

28、ssary, set up ground signs.12)5.21)2)345)6在进行沟槽水准测量时 ,应沿线设临时水准点 ,临时水准点标高值由控制水准点引测。Conduct leveling should set temporary standard points, whose elevation is cited by the controlmeasure.电缆沟开挖 Cable Trench Excavation开挖路线确定后，需要由管理公司和业主确认，尽量避免开挖路线下有管线。如确有管线，那 么尽量选择管线较少区域开挖。The management company and the

29、owner need to confirmexcavation line. Try to avoid pipeline route digging and choose less pipeline area on excavating.开挖前要认真调查了解地上地下障碍物，以便开挖时采取妥善加固保护措施。根据建设方提供 的现况地下管线图，进行现场调查探摸，在每个开挖路线上，每隔 30m 进行人工开挖试空井， 明确整个断面有无其它管线，及其管线分布情况 ，采取有效措施加以保护。 Investigate obstructions above and below ground before excav

30、ation to take appropriate reinforcement measures. According to the underground pipeline drawings provided by the owner, make site investigations. At intervals of 30m on each route excavate wells manually to check whether the entire cross-section has other pipelines and its distribution to take effec

31、tive protection measures.根据基础和土质、现场出土等条件要合理确定开挖顺序。 Determine excavation order rationally according to the foundation, on-site soil quality and other conditions etc.开挖时， 应先沿灰线直边切出槽边的轮廓线， 然后再分段分层平均下挖。 Cut out the contour line along the calcareousness, and then excavate with sub-layer and subsection. 一

32、般粘性土可自上而下分层开挖，每层深度以 60cm 为宜，从开挖端部逆向倒退按踏步型挖掘。 Generally clay can be excavated from top to bottom by layer with the appropriate depth 60cm. backward excavate from the end by stepping type. 碎石类土先用镐翻松，正向挖掘，每层深度，视翻土厚度而定，每层应清底和出土，然后逐步 挖掘。 Gravel type soil first use pick to loose, then forward excavate wit

33、h each layer depth depended on the thickness of digging soil. Clear the bottom and dig out the earth by layer and then excavate gradually.在开挖槽边弃土时，应保证边坡和直立帮的稳定。当土质良好时，抛于槽边的土方或材料 ， 应距槽沟边缘 0. 8m以外，高度不宜超过1m。开挖基坑槽的土方，在场地有条件堆放时，留足回填需用的好土，多余的土方运出，避免二次搬运。Excavate side earth should ensurethe stability of th

34、e slope and upright. When the soil is fine, throw earth on the groove side (or material) 0.8m away from the pit (groove) edge with height more than 1m. Stack backfill soil if it has conditions and move the excess earth out to avoid secondary handling.土方开挖部分采用人工开挖为主，部分区域在保证人员，设备安全，不损坏现有管线的基础上 采用机械开挖，

35、槽底预留 20cm 由人工清底。开挖过程中严禁超挖，以防扰动地基。对于有地下 障碍物管、缆的地段由人工开挖，严禁破坏。具体如下： Mainly take manual excavation and ensure personnel and equipment safety on some parts. Take mechanical excavation on the basis of not damaging the existing pipeline and set aside 20cm at the bottom for clearing by hand. Ultra-excavatio

36、n is strictly prohibited to prevent ground disturbance. For underground obstacles (pipes, cables) parts excavate manually. As follows:机械与人工相结合开挖路线 A472 至 C581 南线与北线 Mechanical and manual excavation line(A472 to C581 South Line and North Line) 机械开挖整个过程都有人员跟随进行指挥，在确认的机械开挖路线上进行开挖工作，机械开挖 深度不得很深，首次开挖控制在

37、300mm 左右，再 100mm 每次挖下去，避免破坏地下管线，如 有管线，立即进行人工开挖。 Mechanical excavation should be under command and follow theconfirmed line. Do not mechanically excavate too deep but first by 300mm and then 100mm each toavoid destruct ing pip eli nes.If there are pip eli nes, immediately take manual excavati on.C581

38、南线开挖到临时道路，通过其它承包商仓库的时候先不开挖断，等电缆沟开挖到最后的时候再回头开挖这部分，开挖后并在这些地段铺上木方。When C581 South Line temporary roadthrough the warehouse of other con tractor, dig dow n and cover with woode n po les un til all cable trench is excavated to the final p arts.人工开挖路线A472 至 B301S 支线Manual excavation line (A472 to B301S Br

39、anch)在人工开挖路线上，安排人员进行开挖，不得机械开挖。开挖过程中需要小心谨慎，注意地下管线。 Arrange personnel on manual excavation line rather than taking mechanical excavation. Pay atte nti on to un dergr ound pip eli nes.The earth7土方开挖一般不宜在雨季进行，否那么工作面不宜过大，应分段逐片的分期完成。excavati on in gen eral should not be carried out duri ng the rainy seas

40、on, or work ing face should not be too great and should be compi eted in sect ion.雨期开挖基坑槽时，应注意边坡稳定，必要时可适当放缓边坡或设置支撑。同时应在坑槽外侧围以土堤或开挖水沟，防止地面水流入。施工时应加强对边坡、支撑、土堤等的检查。Onpl uvial days excavate p it (groove), pay atte ntio n to slope stability. If n ecessary, low slope or set up support. Mean while en close

41、 emba nkme nt around the p it (groove) or did a ditch to prevent surface water in flow. Stren gthe n on check ing the slope, support, emba nkme nt etc.8土方开挖不宜在冬期施工。如必须在冬期施工时，其施工方法应按冬施方案进行。Earth excavationshould not be done in the win ter p eriod. If n ecessary, take win ter p rogram.采用防止冻结法开挖土方时，可在冻

42、结前用保温材料覆盖或将表层土翻耕耙松，其翻耕深度应根据当地气候条件确定，一般不小于0. 3m。On prevent-freezing earthwork excavation method,cover in sulati on material before freez ing or loose n top soil with tillage depth determ ined by local climatic con diti ons, gen erally not less tha n 0.3m.开挖电缆沟时，必须防止沟底基土遭受冻结，如沟槽开挖完毕至埋设电缆之间，有较长的停歇时间，应在

43、基底标高以上预留适当厚度的松土，或用其他保温材料覆盖Prevent the groove basesoil be froze n, such as the in terval betwee n trench excavati on and cable lay ing reserve loose soil with approp riate thick ness above baseme nt elevatio n or cover with other thermal in sulati on material.9开槽后及时约请各有关人员验槽，验槽合格后方可进行下道工序。Invite rela

44、ted personnel to checkthe excavated trench and carry out the n ext work ing pro cedure after p ass ing the exam in ati on.六.质量控制Quality Control6.1电缆沟外形尺寸允许偏差表 Allowable deviated external dime nsio ns of cable trenchtable允许偏差项目 allowable deviati on item电缆沟外形尺寸允许偏差allowable deviated external dimension

45、s of cabletrench table序号s/no项目items允许偏差mmallowable deviati on检验方法test method1标高 elevation+ 0mm， 50mm用水准仪检查 water level check2长度、宽度length, width0 mm由设计中心向两边量、拉线和尺量检查 desig n center measure and p ull li ne on both sides and ruler insp ecti on3边坡偏陡stee p side slope不允许 not allowed坡度尺检查 gradient ruler in

46、spection6.21应注意的质量问题 Quality issues 沟底超挖：开挖电缆沟不得超过沟底标高，如个别地方超挖时，其处理方法应取得设计单位的 同意。 Ultra excavation: cable trench excavation shall not exceed the bottom elevation. If ultra-dig in some places, obtain the consent of design units.4施工顺序不合理：土方开挖宜先从低处开挖，分层分段依次进行，形成一定坡度，以利排水。The construction sequence is un

47、reasonable: earth excavation should begin from the lower place, layer by layer and section by section in turn; form a certain slope to facilitate drainage.5开挖尺寸不足：电缆沟底部的开挖宽度，应根据施工需要增加工作面宽度。The excavation size isnot enough: Cable trench bottom width should be increased as per construction needs.6电缆沟边

48、坡不直不平、 基底不平： 应加强检查， 随挖随修， 并要认真验收。 Slope is not straight and base is uneven: strengthen inspection, repair cable trench, and then accept seriously.七.成品保护 Finished Protection1)对定位标准桩、轴线引桩、标准水准点等，挖运土时不得碰撞。并应经常测量和校核其平面位 置、水平标高和边坡坡度是否符合设计要求。定位标准桩和标准水准点应定期复测和检查是否 正确。 Do not collide targeting criteria pile

49、s, axis cited pile, and standard level points, etc. on moving earth. Regularly measure and check whether the plane location, elevation and slope gradient are in compliance with design requirements. Re-measure and inspect targeting criteria piles and standard level points.2)土方开挖时，应防止邻近已有建筑物或构筑物、道路、管线

50、等发生下沉和变形。必要时应与设 计单位或建设单位协商采取防护措施，并在施工中进行沉降或位移观测。 Note subsidence and deformation of neighboring existing buildings or structures, roads, pipelines etc. Take protective measures with design and construction unit and construct observation on settlement or displacement.3)在敷设有地上或地下管线、 电缆的地段进行土方施工时， 应事先取

51、得有关管理部门的书面同意， 施工中应采取措施，以防止损坏管线，造成严重事故Conduct earthwork on the area needs to layground or underground pipelines, cables prior to getting written consent of the relevant administrative departments. On construction take measures to prevent damaging pipelines and cause serious accidents.八.施工记录 Construct

52、ion of Record1)自互检记录。 Self and mutual inspection records2电缆工程分项质量检验评定记录。 Cable engineering sub-item quality inspection and evaluation records3分项工程验收记录。 Sub-project acceptance records九 . 安全生产、文明施工要求和措施 Safety and Civilized Construction Requests and Measures1 开工前应做好施工场地内的道路，开辟适当的工作面，做好检查和必要的加宽、加固工作，以

53、利安全施工。 Build site roads and appropriate work area. Widen and strengthen order to facilitate safe construction.2 电缆沟开挖工程应注意边坡和基坑的稳定性，一般应按先深后浅的顺序施工，并应采取必要的 保护措施。 Note the stability of the slope and base, generally construct from deep to shallow and take necessary protective measures.3456电缆沟四周设置的防护栏杆应符

54、合安全规定。safety requirements.Around cable trench set protective railings as per电缆沟开挖后应及时敷设电缆，不得长期暴露。电缆敷设完毕，应抓紧回填工作。回填时，必 须事先清除沟不符合回填要求的杂物，在相对的两侧同时均匀进行，并且分层夯实。Lay cablesthen backfill after excavation without long-term exposure. Clear debris in advance and backfill uniformly on both sides and compact夜间施工时，应合理安排施工项目，防止挖方超挖超深。施工现场应根据需要设置足够的照明 设施，在危险地段应设置红灯警示。 Rationally arrange night construction projects and prevent the ultra excavation. The construction set