亮化施工组织设计

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第一章编制说明本施工组织设计是根据本标段的工程特点、技术要求、现场情况、业主要求工期、施工条件等要求而编制的。本施工组织设计在编制中的不详之处，均以国家有关技术规范、标准、规定为准。第二章编制依据及原则2.1编制依据(1)本标段施工图设计文件；(2)本标段工程项目土建部分现有招标文件；(3)本标段《中标通知书》；(4)国家相关法律、法规及以及国家交通部、建设部及地方颁布的最新的市政工程施工及验收规范，本工程拟采用的主要规范、规程及标准(规程)：《城市道路照明设计标准》CJJ45-91 《电气装置安装工程低压电器施工及验收规范》(GB50254-96) 《电气装置安装工程电缆线路施工及验收规范》(GB50168-92) 《电气装置安装工程接地装置施工及验收规范》(GB50169-92) 《电气装置安装工程35KV及以下架空电力线路施工及验收规范》27 (GB50173-92) 《城市道路照明工程施工及验收规程》(CJJ89-2001) 《民用建筑设计规范》JGJ16-2008《低压配电设计规范》GB50054-95《供配电系统设计规范》GB50052-95《城市道路照明设计标准》CJJ45-2006《城市道路照工程施工及验收规程》CJJ89-2001（5）现场调查的相关资料（6)我公司ISO9001质量体系、ISO14001环保体系文件。（7）我公司相似工程施工中成熟的施工技术和管理经验，及相关管理办法。2.2编制原则遵循“严肃性、标准性、先进性、可行性、连续性、均衡性、节奏性、协调性、经济性”的九性原则。严格遵循《招标文件》规定的内容和设计文件。2.3编制范围湘潭市荷塘至飞龙桥道路工程主线k19+612.836—k25-089.891路幅内机动车道、辅道照明系统、地埋式变压器、路等控制系统、配电线路系统及照明灯具之接地保护系统。2.4负荷等级27 本设计的道路照明和供配电设施的用电设施的用电负荷按三级负荷设计。第三章工程概况3.1项目概况本项目为湘潭荷塘至飞龙桥道路工程勘察设计的第二合同段。起点：K13+000，与本项目第一合同段终点相接，终点K25+553，在飞龙桥与G107相接。路线全长12.553km。1、主要技术指标和工程数量如下：1、本工程照明采用埋地式变压器供电。地埋变10kv电源均接自就近的市政10kv电源交接箱直埋引入，变为380V，接灯箱式路灯智能配电控制柜，单变压器供电半径约650—750M。灯具均采用单灯就地补偿，使补偿后的灯具功率因数不低于0.9，因变压器另为其他市政设施供电，配电柜处另考虑集中补偿。2、本段路全线范围内设置道路照明设置。主道照明按城市快速路标准设计。灯具均选用高效金卤灯光源、半截光型灯具，灯具制造均应满足相关国家标准GB7000.1-GB7000.6;GB3037-91;GB/T13912-92.3、沿道路纵向等间距，两侧对称布置灯杆，主行车道、辅道（含非机动车道）分别设置杆高12米间距为40米（沿主线方向）主行车道辅道灯具分别选用315W、210W高效金卤灯光源各一台。车道、辅道平均照明分别为31.4LX、22.2LX。照明均度UE≥0.6功率密度值0.5W/m²左右。分平交路口设置18M固定式中杆灯照明。27 4、照明控制设置3种运行方式；手动，智能钟控，光电控制，其中手动主要用于调试和系统检修时使用；光控已光电管检测自然光的自然照明度为依据控制路灯启闭，可作为辅道控制方式；智能钟控采用天文时钟根据季节按存储的日出日落时间自动设定并控制路灯启停，是主要控制方式。全线沿路灯供电线路各敷设一条KVV-4*4的控制线与路灯所内的计算机中心监控系统相连并由该系统集中控制。全线路灯亦可通过VS两段式镇流器控制实现半夜时各路灯光源功率降半而全线照度均匀的控制方式。5、照明控制安装在各智能照明配电控制柜内，其中光电控制器或其他接收光电头应按产品要求露天安装以接自然光。3.2管线敷设1、主线地埋道路照明干线采用YJV-1KV电力电缆，穿CPVC110管在绿化分隔带内埋地敷设、主线间距400m左右预埋9根热浸塑电缆保护管横穿主线（位置、数量以业主意见为准），其余穿主线管道均采用热浸塑电缆保护管钢管埋地敷设。相邻变电所两供电末端灯具间预埋管道应同步施工，以保证全线管道的连通。每处路灯及过路处设置电缆手孔井，桥梁部分照明电缆沿防撞墙内在人行道下方通道内预埋保护管敷设，同时核查桥梁防撞栏灯具基础预埋。27 2、三相配电照明回路灯具采用三相间隔接线。照明干线至灯头配线有灯具厂家配套提供。3.3防雷接地1、本工程接地保护采用TN-S系统，设专用PE保护线。埋地式变压器中性点直接接地，接地电阻不大于4欧姆。每个灯具基础处增加打一根人工接地极与灯具的金属灯杆、底座及PE线可靠连接，且接地电阻不大于4欧姆。防雷利用金属路灯灯杆作为接闪器及引下线，桥梁部分利用构造内的主钢架互相焊连作接地装置，形成电气通路，接地电阻不大于4欧姆。3.4设计节能、环保措施1、采用节能灯具，同时照明功率密度值满足《城市道路照明设计标准》CJJ45-2004要求；全线路灯可接受PT节电控制器及路灯所内的计算机中心监控系统相连并由该系统集中控制，亦可通过VS两段式镇流器控制实现半夜时各路灯光源功率降半而全线照度均匀的控制方式。3.5地形、地貌路线走廊带位于湘潭市城区东侧湘江阶地平原区和丘陵区，地势总体南高北低。最高黄海高程90.1m，最低高程23m，地面标高一般在40~80m之间。以丘陵、河流阶地为主。区内发育湘江及其支流湾东港、向东渠等河流。流水侵蚀、堆积作用明显，侵蚀堆积阶地平原区地貌、构造剥蚀侵蚀地貌发育。沿线地形地貌特征分区叙述如下：Ⅰ27 区：平原、丘岗区（K20+700~K21+950），地形起伏小，海拔高程30~60m，相对高差5~15m。堆积作用强烈，河流阶地相连，地表水系发育，多果园和水田。Ⅱ区：丘陵区（K21+950~K250+240），丘陵区，低丘陵区，地形起伏较小，黄海高程50~100m，相对高差15~50m。构造剥蚀、侵蚀作用较强烈，山体坡度一般12~20°，基岩大多裸露，地表水发育。3.6水文、气象本项目区域属中亚热带季风性湿润气候，光热充足，雨量充沛，无霜期长，严寒期短，四季分明，历年平均日照、气温和降水量分别为1629.9小时、17.3度和1340.8毫米左右，4~7月降雨集中，历年平均无霜期280天。多年平均蒸发量1263.3mm，多年平均风速2.4m/秒，最大风速20.0m/秒，主导风向NNW。本项目施工周期短，应合理安排施工工期，特别是路基应避免雨季大规模施工；4-7月雨量充沛，暴雨强度大，为防止路基边坡冲刷，确定边坡稳定，应设置必要的“防、排、截”排水设施。路线所经区域为湘江水系。区内地表水系发育，湘江呈东西向横穿本区项目路线走廊带。湘江两岸一级支流较发育，较大的支流有湾东港、向东渠等河流。路线走廊内水库、水塘分布较多，为当地居民防洪、灌溉及饮用起到了调节作用。3.7地质、地震27 根据实地调查和区域地质资料，路线走廊带位于长潭盆地东北缘。发育北东向断裂和褶皱。路线走廊带主要构造线呈北东向展布，由一系列断裂组成。北东向断裂是路线走廊带主要构造形迹，控制了项目区岩层的分布。构造走向整体和路线交角较大，对路线工程影响较小。路线走廊带构造较发育，地形起伏较小，主要不良地质为局部路段开挖后可能产生的崩塌、局部的软弱土层。3.8交通、通讯、自然条件及其施工条件（1）、交通运输本施工段经过的地区公路有天易大道、107国道及乡村道路，但不能满足大范围材料组织运输条件。局部乡道路路况相对较差，硬化路面较少，需改造后方可使用。由于县道、乡道的产权问题，施工机械运输车辆极易压坏路面，必须与当地协调商议维修及加宽后，才能满足施工生产需要。（2）、沿线水电资源A、施工用水本工程拌和用水拌和站采用打深井取水。本施工段桩基施工用水以打深井取水为主，有条件的工点就近利用河水和池塘水。生活饮用水采用打井取无污染的浅层低矿化度地下水。B、施工用电27 沿线需增设3个变压器。K20+700处征地红线外左侧(向东渠梁场）,630KWA变压器一个。K23+160处征地红线外左侧（原砖厂左侧），630KWA变压器一个。K24+940处征地红线外右侧，200KWA变压器一个。C、沿线建材本项目位于湘潭县城郊，钢材、水泥、钢绞线、砂石等材料可在长株潭等地区采购。本项目周边商品混凝土站众多，部分施工部位经报业主同意后，可使用商品混凝土。3.9主要工程数量表序号设备名称规格型号单位数量备注1地埋式变压器及其基础250KVA-10/0.4KV套4防护等级IP682智能照明配电控制柜（1.2.3ZP）PT-250KVA套4防护等级IP55(室外卧式)3单臂钢杆灯及其基础(主线)SPG398COSMO315Wh=12套232灯具无横向焊缝，厚度不小于5密mm，灯具内外热镀锌，镀锌厚度不小于85um，喷塑厚度不小于100um，均带COSM口电子镇流器、补偿电容、熔断器及灯具接电3芯配线。柱杆灯灯具仰角10°，功率因数不小于0.9.灯具半截光型，配高效金卤灯光源。灯具光效均不低于110LM/W。灯具实际数量按实际。基础含预埋钢管。4单臂刚杆灯（桥梁安装）SPG398COSMO315Wh=12套225单臂钢杆灯及其基础 SPG398COSMO315Wh=12套2396固定式中杆灯及其基础NG1000W*3h=18套207交联铜芯聚乙烯绝缘电力电缆YJV-10KV3*35MM²米按实计变压器外电源进线8交联铜芯聚乙烯绝缘电力电缆YJV-1KV5*(1*25MM²)米12000实际数量按实计27 实际数量按实计9交联铜芯聚乙烯绝缘电力电缆YJV-1KV5*(1*35MM²)米1200010控制电缆KVV-0.6KV4*4MM²米2300011PVC电缆保护管CPVC-110 米19800012热浸塑电缆保护管N-HAP-DN100（厚3.5mm)米900013路灯接线手孔井（含高分子复合材料防盗井盖）700*700*1100mm（净长*宽*深）个50014过路接线手孔井（含高分子复合材料防盗井盖）1160*840*1100mm（净长*宽*深）个5015镀锌圆钢米150016镀锌角钢米1200第四章施工总体方案及施工准备4.1前期准备施工前充分做好各项准备工作，包括控制测量工作；原材料检验，砂浆、砼配合比设计；钢筋加工场地的建设；施工用水；电力供应；道路交通疏解；管线调查；施工材料等统筹安排；进场人员安全教育等确保满足施工需要。4.2人员组织根据合同要求和我部总体施工计划，为顺利完成市政地面管线工程，我公司组织具有丰富施工和管理经验的工程技术人员担任项目主管和技术主管，并组织技术过硬、操作熟练的现场技术人员和进行监督作业。施工作业人员计划75人。4.1.1、工程管理、技术人员配置如下：项目主管——技术主管——安全主管——质检主管——试验主管——测量主管——施工员——材料主管——27 4.1.2、操作工人配置计划如下：管道工：15人钢筋工：5人模板工：15人砼工：6人电工：8人电焊工：4人普工：26人合计：79人4.1.3、其他人员配置：将根据实际情况，合理调配，及时安排，以满足施工需要。4.2技术准备4.2.1、技术文件：项目总工将组织项目部工程技术人员，进一步熟悉施工图纸和设计文件，了解并掌握设计意图，并对施工现场作进一步的实地察看，然后根据各种管线所处的位置以及技术要求的不同来编制本专项施工方案，并上报监理工程师审核批准。4.2.2、及时办理相关报验报批手续；4.2.3、向参加施工的全体人员进行技术、安全等方面的交底。4.3主要设备情况主要机械设备一览表机械名称规格型号容量数量（台）吊机QY2525T挖掘机PC2001.0m³27 挖掘机带炮头CAT200装载机ZL503m³小型夯实机发电机柴油机50KW/20KW钢筋切断机钢筋WS40-14KW钢筋弯曲机WS-15KW电焊机BX6-35024KW施工仪器及试验仪器一览表名称规格型号单位数量用途全站仪拓普康GTC3002LM台1坐标测量水准仪北京DZS3-1台2水准点传递高程控制台秤TGT-500台4现场材料进场及消耗计量震动台台1砼试块制作试块模具150×150×150个50砼试块制作第五章施工工艺27 5.1测量放样5.1.1、根据设计院提供疏港道路工程地下管线探测成果报告资料及项目部实际地下管线探摸结果报告，利用全站仪，根据设计院给导线点以及监理批复加密的控制点成果，将管线中线、标高测量放样，并用木桩做好标识，做好保护工作。5.1.2、开挖沟槽施工前，由测量工程师做好放样交底工作，经技术主管审查无误后，给现场施工员、施工班长技术交底。让操作工人都能知道开挖深度，随时检查复核，避免出现超挖或欠挖的情况。5.2施工技术要点5.2.2照明工程1.照明灯布置方式：在沿线路纵向等间距、两侧对称布置灯杆，主行车道、辅道（含非机动车道）分别设置杆高12米间距为40米（沿主线方向）主行车道辅道灯具分别选用315W、210W高效金卤灯光源各一台。在保证照度的要求下同时提供诱导作用。分平交路口设置18M固定式中杆灯照明。2.路灯电缆电缆的选择，由路灯配电箱引向主道（与路灯配电箱同侧）道路路灯的配电回路的电缆规格选为1KV5*(1*35mm²)；由路灯配电箱引向副侧（与路灯配电箱异侧）道路路灯的配电回路的电缆规格选为1KV5*(1*25mm²)27 。所有电缆均穿PVC电缆保护管敷设,绿化带直埋铺设，覆土1.1m；过路及道口时，部分穿N-HAP-DN100(厚3.5mm²)热浸塑电缆保护钢管敷设；在各十字路口沿相邻道路方向预留一根热镀锌钢管，管径不小于DN80；穿越道路或敷设在两条绿化带之间的电缆，增加焊接钢管保护，管径不小于DN80。3.照明箱变箱变进出线电缆埋管，根据实际方向进行预埋，保护管的埋设考虑备用回路；箱变的排水在其基底设一根φ160PVC管将积水排至道路雨水井，坡度2%。箱变工作接地、保护接地及防雷接地共用一套接地装置，接地电阻不大于4欧；道路照明配电系统的接地形式采用TN-S系统，将供电电缆的PE线作为专门保护接地线，与各灯具外壳、金属灯杆及路灯基础相连，保护接地电阻不大于4欧，沿桥敷设的的电缆桥架接地电阻不大于10欧姆。4.其他要求路灯基础施工时，如遇给水、电信、电力等支管时，基础位置可进行适当调整。5.3照明管、沟槽开挖方法照明管线在绿化带树池中穿CPVC110保护管敷设，覆土厚度0.7m，敷设时注意避开行道树。过路口时设穿线手孔井穿热浸塑电缆保护管钢管保护N-HAP-DN100(厚3.5mm)，照明保护管埋深在0.8M左右。27 沟槽开挖，先进行测量定位，抄平放线，定出开挖宽度，按放线分段施工。沟槽开挖采用人工开挖，开挖时应控制开挖断面将槽帮挖出，槽帮边坡应不陡于规定坡度，检查时可用坡度尺检验，外观检查不能有亏损、鼓胀现象，表面应平顺。槽底土壤严禁扰动，挖槽在接近槽底时，要加强测量，注意清底，不要超挖。路灯基础施工时，如遇给水、电信、电力等支管时，基础进行适当的位移。5.3.2管道铺设箱变进出线电缆埋管，根据实际方向进行预埋，保护管的埋设数量应考虑用回路，箱变的排水在其基础底部设一根φ160PVC管将积水排至邻近的道路雨水井，排水坡度为2%。路口过路管采用N-HAP-DN100(厚3.5mm²)热浸塑电缆保护钢管敷设过路，对于先破除一半的路口，在铺设管道时应用8#铁丝导线穿通管线，在管头用纱布包裹，以防管口堵塞。5.3.3管道包封路口过路管采用C25细石砼包封，其余管道不做包封处理。5.3.4照明接线井及路灯基础施工1、井身用一级砖砌成，内墙粉层用C10砼，厚度10mm，不封井底以利渗水。2、井框井盖用700*700高分子复合井盖；3、井表面与人行道标高一致，并保持人行道外观的一致性；4、电缆保护管砌在砖墙二分之一处，另一半及粉层做成喇叭状以保护电缆在拖放过程中不被刮伤27 ，由预埋螺栓引进一条∅10镀锌圆钢作为接地连接线。5、路灯基础灯具灯杆基础砼分别为C25、C20钢筋砼，施工全部采用机械搅拌，机械振捣，人工配合随捣随压实赶光。6、防撞护栏、波形护栏上的灯杆基础的预埋杆件，随护栏施工时预埋。5.3.5箱式变电站基础施工1、地坪用C20砼浇灌10cm，用300*300耐磨地砖敷设，高出地面10cm；2、护栏立杆基础为20cm*20cm*60cm砼埋于地下。第六章质量保证措施6.1质量目标工程质量目标：一次性验收合格率达到100%，争创优质工程。6.2质量保证体系本项目从组织保证、制度建设、技术措施等方面着手，制订质量管理和控制办法，层层分解目标，责任到人；建立健全质量保证体系，在建设管理中实行质量一票否决制，加强自检，并接受监理及业主的监管，接受社会监督，提高分项工程和单位工程的合格率，确保工程建设质量目标。质量保证体系见下页图。6.2组织保证措施6.2.1、成立质量管理（QC）领导小组：27 项目经理为组长，总工程师为副组长，组员由技术部主管工程师、试验、测量、物资等部门负责人及各工班有关人员组成。6.2.2、建立质检机构：项目部质安部设专职质检工程师组成，各工班内设兼职质检员。各个工序完工后，必须经质安部签认后方可进行下一道工序。6.3制度保证措施6.3.1、做好培训工作，认真学习设计图纸及技术规范和操作规程，高标准地建设好本项工程。6.3.2、工程全面贯彻执行ISO9002体系标准，按照国标标准及业主要求施工。6.3.3、分项目、分工序实行专项质量管理，上至项目经理，下到操作者均制定岗位责任制，签定质量保证书。6.3.4制定以群众自检为基础，质检员专检、互检和质检工程师专检、抽检相结合的质量检查制度和工前试验、工中检查、工后检验的质量检验制度。6.3.5、严格执行隐蔽工程的检查签证制度，隐蔽工程未经检查签证，不得进行下一道工序施工。实行工序间的转序检查，每一道工序完成后，经自检、专检达标后，经监理工程师工程师检查签证后，方可进行下一道工序施工。6.3.6、坚持“三服从、五不施工、一票否决”制度。27 即进度、工作量、计量支付服从工程质量；施工准备工作不充分不施工、设计图纸没有自审和会审不施工、没有进行技术交底不施工、必须的试验未达到标准不施工、施工方案和质保措施未确定不施工；坚持质量一票否决权制。6.3.7、实行质量监督制度。无条件接受建设单位和监理工程师工程师管理，为质监人员提供检测仪器，创造质量检测、检验条件，配合做好工程质量复检工作，提供准确的技术数据和自检资料。6.4技术保证措施6.4.1、推行全面质量管理，广泛开展QC小组活动。对关键工程，组织专家攻关。贯彻ISO9002国际质量标准体系，编制项目《质量计划》，实行标准化作业。6.4.2、加强计量、测量、试验工作严格控制混凝土的配合比；试验室配备足够的试验设备，并随工程进展及时进行试验检验工作。6.4.3、严格把好材料关。本工程所需的原材料、设备一律从正规厂家购进，只采用通过国家认证合格的产品或建设单位推荐使用的合格产品。地产材料的品质符合国家现行标准。材料进场后经工地试验室进行复检实验合格后使用，不合格材料坚决不用。627 .4.4、混凝土先按设计标号的要求做好配合比实验，拌和前石料用水清洗，严格控制砂、石用量，含泥量和水灰比，保证混凝土和易性，增加振捣的密实度，对接头部位要采用凿毛清洗的措施，保证混凝土的整体性和强度达到要求。6.4.5、施工过程中认真积累、整理内业及原始施工资料，做到准确、详实、工整，使工程质量检验资料统一规范化，符合工程档案资料立卷归档要求。质保体系结构图监督、抽查项目经理方案、技术项目总工专职生产工程部长职能部门检查试验室工程部测量组施工员检查施工员班组自检生产班组、民工中队第七章工期计划及保证措施27 7.1工期计划道路照明工程计划2015年6月30日开工，2016年10月10日完工，计划工期4个月，计120天。7.2工期保证措施7.2.1、坚持定期召开由施工负责人主持，各专业工程施工负责人参加的工程施工生产协调会议，听取关于工程施工进度问题的汇报，协调工程施工外部关系，解决工程施工内部矛盾，对其中有关施工进度的问题，提出明确的计划调整意见。7.2.2、提前为下道工序的施工，做好人力、物力和机械设备的准备，确保工程一环扣一环地紧凑进行。对于影响工程施工总进度的关键项目、关键工序，主要领导和有关管理人员必须跟班作业，必要时组织有效力量，加班加点突破难点，以确保工程进度计划的实现。7.2.3、按施工方案的要求配备足够的机械设备和施工机具，及时做好机械设备的保养和维修工作。7.2.4、采用技术熟练、责任心强的人员负责各工种的管理，并保证施工强度所要求的施工人数。7.2.5、有节奏、有重点地组织各分部分项工程施工，尽量组织流水作业，避免出现窝工现象，努力降低施工成本。7.2.6、充分利用无雨天气，集中力量快速施工。工程施工因雨而耽搁的进度，雨后增派力量及时挽回。27 7.2.7、材料后勤供应及时、杜绝停工待料现象。7.2.8、严抓工程质量，杜绝返工。第八章安全、文明及其他保证措施8.1安全管理总目标8.1.1、目标8.1.1重大因工死亡责任事故为0，死亡率为0；2、因工重伤责任事故为0，因工轻伤责任事故≤2‰；3、重大交通责任事故为0；4、火灾责任事故为0；5、杜绝因管理不善、施工方法不当而造成的机械设备、爆炸、中毒等重大事故。8.1.2、在施工的过程中，要坚持公司历来的“安全第一，预防为主”的方针，严格执行国务院、部、省、市的安全法规、规范，搞好安全教育与培训，强化员工的安全意识；保证安全专管人员的权威性，保证合理的安全投入，从制度上、组织上、技术上、投入上多管齐下，狠抓施工安全管理。8.2安全生产保证措施8.2.1、组织保证措施项目部成立以项目经理为组长，项目总工为副组长的安全生产领导小组，组员为相关部门负责人及工班有关人员。项目部配专职安全人员，工班内设专职安全员。27 8.2.2、制度保证措施1、严格按照有关安全施工的规定制度、办法执行。2、认真遵守部颁现行安全标准，不折不扣地按标准执行。3、建立施工安全责任制。各级负责人签订安全生产责任状，哪一级出问题，追究哪一级的责任。4、建立安全包保制。对重点项目实行干部、班组层层包保制。5、建立安全奖罚制度。项目部与工班签定安全风险合同。每月计价扣留2%安全风险金，每百日无安全事故返还，否则扣发风险金，并追究有关人员的责任。6、建立安全生产定期和不定期例会制度。每月召开一次安全生产例会，把可能存在的安全隐患消灭在萌芽状态。7、建立安全生产定期和不定期检查制度。每月对安全生产情况进行一次检查，每季度进行一次大检查，每年配合局安全检查组进行一次检查，评比打分，奖罚分明。8.2.3、思想保证措施1、全体施工人员严格执行党和国家有关安全生产方针、政策、法令和安全生产技术规程。2、增强全员安全意识。认真贯彻执行“安全生产，预防为主”的方针，打好安全基础，使各级明确自己的安全目标，制定各自的安全规划，达到全员参加，全员实施的目的。27 3、抓好安全岗位培训。开工前，对所有上岗人员进行安全知识教育，分批培训，把有关安全操作规程印发给各基层单位，对照检查，对照实施，特种行业作业人员一律持证上岗。4、随时接受上级和监理工程师单位对安全生产的督促、检查、考评，对提出的问题，马上确定方案组织实施，确保安全生产。8.2.4、技术保证措施1、现场所有作业人员、行政管理、参观、检查、监理工程师人员，进入现场必须戴好安全帽外，登高者必须系好安全带；特种作业人员必须持上岗证作业；各工序施工中要有严格的安全技术交底。2、建立电器安全管理和经济责任制度。安质科配一名专职电器工程师负责电器采购、安装和安全工作。专职安全员负责巡视监督检查，专业电工在专管部门的领导下，负责施工现场的电器安全。3、由专业人员独立编制施工用电组织设计、供电方式、配电装置的设置及其配电容量，供配电线路的走向和现场照明的设置及生活设施的用电负荷情况，编制有针对性的电器安全技术规范。4、施工现场装备行业统一规定的标准电源箱。电器线路和用电设备安装完成后，由专业管理部门验收合格后方可运行操作。5、经常对用设备用电设备进行安全检查、测试，每周一次测试漏电开关和接地电阻并有书面记录，发现问题，及时整改。6、机械设备操作人员（或驾驶员）经过专门训练，经考试取得操作证或驾驶执照后方可上机（车）。7、机械操作人员和指挥人员严格遵守安全操作技术规程，工作时集中注意力，谨慎工作，不擅离职守，不酒后驾车。27 8、机械设备发生故障后及时检修，严禁带故障运行。9、机械操作人员严格贯彻例保制度，认真执行清洁、润滑、紧固、防腐、安全的十字作业法。10、物资部设物资配件仓库，统一对物资进行管理，按照材料的储存要求修建具备相应功能的仓库，做到分门别类储放。11、仓库设专人负责保管、看护，值班室内设报警系统，随时与派出所和消防部门取得联系。8.2.5、安全生产内业工作安全生产“七图二牌”必须上墙。七图即：①施工总平面图；②安全网络图；③电路平面布置图；④管线分布图；⑤临时排水走向图；⑥消防器材布置图；⑦工程进度形象图。二牌即：①无重大伤亡事故累计天数牌；②百日无事故累计天数牌。现场布置安全生产标语和警示牌，做到无违章现象发生。8.3文明施工措施8.3.1、加强现场管理和对全体施工人员的文明教育管理工作，做到紧张有序，文明礼貌，团结协作，刻苦顽强，遵纪守法。8.3.2、设置宣传标语和标牌，增强环保意识。8.3.3、车辆不准带泥土出现场，如有泥砂带入场外道路，要及时清扫处理，绝不影响市容环境。8.3.4、合理规划施工现场，将生产、生活区分开设置。27 8.3.5、服从建设单位的管理。8.3.6、搞好驻地周围的环境卫生，保持良好的生活环境。8.4环境保护措施8.5.1、认真学习地方政府有关环境保护、水利设施保护、文物保护、防止水土流失、施工现场管理等规定和文件，制定相应的措施和办法，并贯穿于施工全过程。8.5.2、将文明施工与环境保护管理纳入常规施工管理，安排专人负责，对用于工程的各种材料机具设备摆放整齐有序，并设立标志，防、排水设施齐全，性能良好，保持工地整洁。8.5.3、对于临时用地，不乱取弃土，合理规划，珍惜每一寸土地。施工中认真做好防护工程，防止水土流失。8.5.4、随着工程进度的推进，及时清理施工现场，施工废水用汽车清理出场外，不随意排放，尽量维持现有渠道、道路畅通、保护生态平衡。8.5.5、采取有效措施控制现场的各种粉尘、废气、污水、固体垃圾及噪声震动对环境的污染和危害，不在现场燃烧各种有毒的物质。8.5.6、工程施工过程中及时清理各种垃圾、废油、废渣，及时处理废气。8.5.7、运输道路经常洒水，避免扬尘。27 27 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