给水管道施工组织设计abdg 28页

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89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7Jv#nD6YWRrWwc^vR9CpbK!zn%MzFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7Jv#nD6YWRrWwc^vR9CpbK!zn%MzXNQExJB8VK#%W7m$ZA5JdkVWce9APz^FvJzwYWCcyAh*bnxBvaFQH8YHV$#&3Q3vdWe3YXvbJr单位工程施工组织设计工程名称：牡丹江世茂假日山水小区（一期）室外消防管道新建工程设计单位：牡丹江市市政工程设计研究院有限责任公司建设单位：牡丹江世茂新城房地产开发有限公司监理单位：黑龙江正昌工程监理公司施工单位：牡丹江市安装工程有限公司负人人：审核：编制： 2011年5月1日目录1.0编制依据2.0工程概况3.0施工部署3.1施工准备工作3.1.1.现场准备3.1.2.技术准备3.1.3.主要设备、材料及劳动力配备3.2施工管理与各专业人员技术配备3.3施工区段、流水段划分及施工流程4.0施工平面布置5.0主要施工方法及技术措施5.1施工测量放线5.2给水管道工程施工5.2.1沟槽开挖5.2.2管道安装、接口 5.2.3管道试压5.2.4管道冲洗、消毒5.2.5管井施工5.2.6管道回填5.3新材料、新技术、新工艺的推广应用6.0质量通病防治措施7.0降低工程成本措施8.0施工进度计划9.0安全生产、文明施工10.0施工工地防火管理措施11.0环保保护措施12.0季节性施工措施13.1劳动力计划表13.2施工进度计划图13.3施工总平面图13.4临时用地表13.5拟配备本合同主要材料试验、测量、质检仪器设备表13.6全面质量管理体系图 1.0编制依据牡丹江世茂新城房地产开发有限公司提供施工图纸《牡丹江市给水管网综合规划图规划》《城市给水工程规划设计规范》（GB50318-98）《给水排水管道工程施工及验收规范》GB50268—97《供水管道技术规范》（GB50296-99）《建设工程质量管理条例》（中华人民共和国国务院第279号令）《建设工程安全生产管理条例》《建筑机械使用安全技术规程》（JGJ33-2001）《建设工程文件归档整理规范》（GB/T50328-2001）《建筑工程项目管理规范》（GB/T50326）《高层民用建筑设计防火规范》GB50045-95《建筑设计防火规范》GBJ16-87《消防联动控制设备通用技术条件》GB16806-972.0工程概况本工程为牡丹江世茂假日山水小区（一期）室外生活给水管道新建工程。给水管线位于牡丹江世茂假日山水小区内 ，设计给水管道管径为DN225MM、DN160MM，管材采用给水PE管，管线总长402.8米，阀门井采用砖砌圆形阀门井。2.1工程范围：沟槽挖填、给水管道安装、阀门井砌筑2.2工程规模:2.3工期要求:开工日期：2011年5月5日，竣工日期：2011年6月中旬完工3.0施工布署3.1.施工准备工作3.1.1.现场准备3.1.1.1施工准备工作内容多，范围广，因此在进场前应周密考虑，使施工准备工作既能为工程创造有利的施工条件和物资保证，又避免不必要的浪费和停工。3.1.2.2组织现场施工人员熟悉、审查图纸，做好技术交底和安全交底。3.1.3.材料、设备及劳动力准备3.1.3.1工程主要材料投入及进场计划：大型设备、机具、材料等应提前组织进场，以免延误工期。同时为避免现场材料集中，造成施工现场管理困难的局面，施工时，现场主要物资根据施工进度情况组织进场。3.1.3.2主要施工机械设备及进出场计划：为保证本工程施工的顺利进行，本公司将投入先进的机械设备，并保证其运转能力及使用率。详见附表3.1.3.3劳动力安排计划：在施工过程中，我们将及时合理组织劳动力进场，控制好各阶段的工期和质量，确保工程最终顺利竣工。劳动力具体安排情况见附表 3.2.施工管理与专业人员技术配备:本工程项目较大，我公司将派一个施工经验丰富的项目管理班子进驻施工现场进行本工程的施工。施工过程中采用项目法进行施工管理，由项目经理全面组织施工，确保高速、优质、安全完成本工程施工任务。项目经理部由技术素质好、工作能力强的管理人员组成施工技术、质量安全、材料设备、财务劳资、防火保卫、生活福利等组织齐全的施工现场管理机构，对工程施工全过程实行统一计划、统一指挥、统一管理、统一协调。项目部每天召开内部协调会，检查当天工作完成情况，解决存在问题，安排落实第二天的生产任务。以一流的管理与施工水平创造出精品的工程。3.3施工区段、流水段划分及施工流程:为保证整个工程的顺利施工,达到均衡生产的目的,采取分区分段流水作业施工。3.4施工进度计划：4.0施工平面布置4.1.1满足施工总体布置与相关施工项目协调配合，避免互相干扰，少占非工程用地。4.1.2各种施工设施的布置，应能满足主体工程施工工艺要求，避免干扰，避免和减少场院料的重复，往返运输，并为均衡生产创造条件。4.1.3生产、生活设施布置有利于施工，方便生活。4.1.4最大限度避免对原有景物破坏，符合环保要求，为美化施工环境创造条件。5.0主要施工方法及技术措施5.1施工测量放线 5.1.1水准点桩交接：开工前请设计单位到工地共同进行交接桩工作，在交接桩前双方共同拟定交接桩计划。交接桩时，请设计单位备齐有关图表，包括排水的基线桩、辅助基线桩、水准基线桩、构筑物中心桩以及各桩的控制桩和护桩示意图等，并按上述图表逐个水准点桩进行交接。水准点高程要与邻近水准点标高闭合。接桩完毕后，立即组织力量复测，接桩时检查各主要桩橛的稳定性，检查护桩，交接完毕后，双方作交接记录，说明交接情况、存在的问题及解决的办法，由双方交接负责人及具体交接人员签字。5.1.2施工放线：首先确定管道中轴线，按设计要求算好放坡线，每隔15米设中心桩，在管道的特殊部位（如检查井、变换管径、分支处）处均设中心桩，必要时要设置护桩或控制桩，管道放线抄平后，绘制管道纵断示意图，并将测量的日期工作地点，工作内容以及记录拉线扶尺等参加测量人员的姓名记录，测量记录要妥善保管，以便日后备查。5.1.3沟槽开挖测量5.1.3.1沟槽开挖前根据设计及施工方案进行中线定位，采用坐标法测放管线中线时，在起点、终点、平面折点、竖向折点及直线段的控制点等位置测设中心桩。5.1.3.2管线中线每10m一点，桩顶钉中心钉，并在沟槽外适当位置设置栓桩；根据中线控制桩及放坡方案测放沟槽上口开挖位置线，现场撒白灰线标注，然后在上口线外侧对称钉设一对高程桩，每对高程桩上钉一对等高的高程钉，高程桩的纵向间距为10m。5.1.3.3开挖过程中，核对中线、高程、坡度、沟槽下口线、槽底工作面宽度等进行检测，并在人工清底前侧放高程控制桩。 5.1.3.4沟槽检底后，依据定位控制桩采用经纬仪投点法向槽底投测管线中线控制桩，采用水准仪将地面高程引至槽底。5.1.4管线基础测量    根据检底后管线中心桩及设计基础宽度测放管线基础结构宽度，同时测放管线基础高程控制桩，基础施工后复测基础中线偏差、宽度及高程。5.1.5管道安装测量管道基础施工结束后恢复中线，根据不同管线结构形成及附属设施分别进行安装放线。5.2给水管道工程施工施工工艺：沟槽开挖→排管、下管→管道安装、接口→管道试压→井室施工→管道冲洗→（管道消毒）→回填→完成5.2.1沟槽开挖5.2.1.1沟槽开挖前首先按设计图纸给出的位置，采用经纬仪、水准仪等测量仪器放线并设置测量控制点；然后按照设计图纸确定管道轴线，算好放坡系数，用白灰撒出开挖边线。现场施工时根据地层土壤特性调整开挖放坡，遇特殊地层不能满足稳定要求时，须采取支撑加固措施。 5.2.1.2沟槽开挖全部采用人工配合机械开挖，如果一旦发生超挖必须用级配碎石或中砂将超挖部分找平，进行基础处理后方可进行下道工序的施工。5.2.1.3将从管沟内挖出的土在管沟两侧堆成土堤，防止地表水进入沟槽。土堤坡脚至沟槽边缘的距离不少于1000mm，受地表流域威胁的管线段，在管道施工时，作好临时的排水设施，严禁雨水泄入沟槽淹毁地基、浮管、泥砂淤积或堵塞管道等事故发生，沟槽边堆放不下土方时，余方弃置，人工装车，翻斗车运输。5.2.1.4沟槽土方完成后如果土质较松软，则采取沟槽支护，以防止塌方和片坡的发生。支护采用木方与跳板相结合的办法，将木方根部埋入地下30cm竖立在两侧沟槽壁上，立方间距为3m,木方后放置跳板，然后用木方进行对顶加固。5.2.1.5沟槽开挖的质量标准5.2.1.5.1不扰动天然地基。5.2.1.5.2槽壁平整，边坡坡度符合施工设计规定。5.2.1.5.3槽底不得受水浸湿。5.2.1.5.4沟槽允许偏差，根据建设部标准《市政给水排水管渠工程质量检验标准》（CJJ3—90）规定，符合下表规定。序号项目允许偏差(mm)检验频率检验方法范围点数 1槽底高程±20两点之间3用水准仪侧量2槽底中线每侧高度不小于规定两点之间6挂中心线用尺量，每侧计三点3槽边坡度不陡于规定两点之间6用坡度尺，每侧计三点5.2.1.6沟槽开挖注意事项：5.2.1.6.1对施工人员进行详细的施工交底，内容包括挖槽断面、堆土位置、地下隐蔽情况、安全要求等。5.2.1.6.2在公路上开沟槽时，要在沟槽两端设立安全设施和警告标，护栏、路障及危险期，在夜晚要悬挂红灯。5.2.1.6.3清除沟底块状、坚硬物体时，超挖部分进行特殊处理，密实度95%以上。5.2.1.6.4对地下管线和各种构筑物交叉施工时，现场必需设专人指挥，要采取人工挖槽，对构筑物要尽可能临时迁移，如无法迁移，必须人工挖出使其外露，并采取吊、托等加固措施，同时对工人和挖掘机司机作详细安全交底。5.2.2排管、下管沟槽验收合格后方可进行排管、下管工作。下管前，要对沟槽进行检查。材料进场后及下管前要对管材及附件进行检验，包括文字证明及实物的检查。5.2.2.1排管排管在槽一侧进行，具体根据现场情况而定，管道距槽边１m呈“一”字型排放,不得将管直接卸至硬土上，排管时要在管道下铺设棉被或草帘，保护管道不受破坏。 5.2.2.2下管1）、PE管下管采用吊车配合人工进行，禁止将管道沿槽帮滚落。吊装时使用专用软带，并设专人指挥，轻提轻放，防止破坏管道。2）、下管时要用认真测定中线和高程，严格控制基准管的安装。5.2.2.3管道安装、接口5.2.2.3.1管材进场必须有质量合格证，其规格、质量必须符合设计要求，管材堆放时考虑下管方便，直接沿沟槽一字分布排开，让开运输道路。5.2.2.3.2采用人工下管安装，管道长短的调整可用手锯切割，但要断面垂直平整。管子安装前，必须逐根检查，损坏的管子不能安装使用，一节管子放置到管沟之后在连接管道之前，立即清理管道接口内端部。接口按照规定连接完后，检查管道中线和坡度。5.2.2.3.3在充分完成下管前准备工作的基础上，下管时严格控制基准管的安装，所谓基准管就是在一个管段中首先入槽的第一节管，要求将这节管的高程，中心线等技术条件都控制在十分准确的范围内。一般用管沟中心控制桩吊线找正，用水准仪控制标高。此管稳好后方开始全管段的安装。5.2.2.3.4承插口安装应将其插口顺水流方向，承口逆水流方向由低点向高点依次安装。5.2.2.3.5下管时确保管子完好无损，不要污染管子。放入沟槽的管道，拆除管子承插口气垫膜，进行清洗。将管道支撑环推入，用无色无毛的棉布蘸95%的酒精擦拭管道承插口，管子连接面必须保持洁净、干燥。 清理承口，除去所有粘贴结杂物、及可能污染水质，划破胶圈的附着物等。将胶圈清理洁净。上胶圈时，将胶圈弯成心形或花形放入承口槽就位，确保各个部位不翘扭，并检查胶圈固定是否正确，保证胶圈与管口预留槽吻合。清理插口的外表面，插口端是圆角并具有一定的锥度，以便装入容易，承口内胶圈的内表面及插口外表面刷润滑剂，可选用肥皂水或洗涤灵。5.2.2.6清理插口的外表面，插口端是圆角并具有一定的锥度，以便装入容易，承口内胶圈的内表面及插口外表面刷润滑剂，可选用肥皂水或洗涤灵。接口时插口对承口找正，使用两套手拉加钢丝绳插管，一套手拉葫芦找正，使插口装入承口。插口推入要符合标准，其第一条白线要进入承口，使用探尺插入承口间隙中，确定胶圈位置。管道与三通、弯头、异径接头等管件连接时，采用承插胶圈连接。管道与其它材质的管道连接时采用专用法兰连接。5.2.2.3.6管道与检查井的连接采用直接将管道砌入井壁中，并保证管道上部预留一定的沉降空间即可。5.2.2.3.7阀门安装:检查其压盖螺栓位有足够的调节余量。检查阀体是否有裂缝或其它损坏。检查阀门是否开启灵活，闸板固定是否牢阀门安装时在关闭下进行。安装闸阀井底距承口或阀兰的下缘不得小于100mm。井壁与承口或法兰外缘距离不小于350mm，阀门启闭杆中心与井口对中。5.2.2.3.8安装注意事项：5.2.2.3.9检查承口、插口有无破损、毛刺、砂粒等。5.2.2.3.10胶圈位置应正确，不允许扭曲和断裂。5.2.2.3.11 将插口插入承口后，用专用塞尺检查胶圈位置是否有翻被。5.2.3管道试压5.2.3.1给水管水压试验应在管道验收合格且管沟回填至管顶以上50cm后进行，特殊地方如弯头、三通等处应回填至管顶以上100cm。试压管段满足长度小于1公里。管道试验压力为0.8Mpa，稳压10分钟无渗漏，无压降为合格。管道的试压堵头（盲板）应有足够的安全系数，尽可能利用天然土壁作为试压后背，堵板与后背之间用圆木、方木、千斤顶作为支顶传力系统。后背土应设在原状土上，后背墙面平整应与管道轴线垂直。后背土一定要密实，管端堵板支撑要牢固，管线上的防横移支撑要作好。后背、盖堵设计：管道盖堵水压力传递给后背的总压力：R=1/4πPxD2x10-3②式中：P试验压力（Mpa）；D盖堵内径（毫米）；5.2.4管道冲洗.消毒5.2.4.1管道经试压合格后，用水反复进行清洗，直至达到要求为止。5.2.4.2管道试压完毕后，进行消毒,消毒用含20—30mg/l游离氯的水灌进行消毒、浸泡、含氯水在管道内停留24小时以上，并经水质化检合格。5.2.6管井施工5.2.6.1 各类管井均为钢筋砼井，井室内有梯蹬和脚窝，确保其设计尺寸，梯蹬的上下左右尺寸的位置要安装正确，井室内要做抹面。5.2.6.2.井室周围的回填，应与管道沟槽的回填同时进行，当不便同时进行时，应留台阶形接荐。5.2.6.3井室周围回填压实时应与井室中心对称进行，且不得漏压。5.2.6.4回填材料压实后应与井壁紧贴。5.2.7管道回填:沟槽底至管顶回填水撼沙，管顶至路面采用8％灰土夯填。回填密实度标准：胸腔部分（轻型击实）≥90%，管顶以上22cm以内（轻型击实）87%，管顶20cm以上至地面（重型击实）≥95%。5.2.8回填石灰土：水撼砂完成后应尽快进行管道隐蔽工程验收，验收合格后，沟槽应及时回填石灰土。回填时应注意分层均匀夯实，并应保证每层厚度不超过30cm。回填土也应保证分层均匀夯实。5.3新材料、新技术、新工艺的推广应用根据本工程特点，确定推广建设部推广的新技术及企业多年施工总结并得到专家认可的新工艺。通过大力推广应用新技术、新材料，达到在不提高工程成本的同时，提高工程质量，加速施工进度，降低劳动消耗，提高建筑物使用功能并改善施工环境。5.3.1企业的计算机应用和管理技术本工程利用预算软件编制施工图预算；利用计算机及绘图、网络软件编制施工组织设计，编排控制施工进度计划，进行工程技术、质量资料管理；在施工管理中用计算机进行计划统计、劳动力管理，使项目决策者可随时掌握施工现场的动态情况，正确协调各方的关系，及时统筹调配劳动力，使施工管理工作得以有条不紊。6.0质量通病防治措施 6.1管道接接口漏水:可能由于承插口管安装将插口逆水流方向安装,或胶圈配套不够完好,防治措施:检查承插口安装是否按顺水流方向安装,检查承口、插口有无破损、毛刺、砂粒等。检查胶圈位置应正确，不允许扭曲和断裂。用专用塞尺检查胶圈位置是否有翻被。6.2管道堵塞：在管道安装前必须检查管内杂物，清扫干净，保持管路通畅，在管道安装一段后，临时停止时，必须用钢板封堵，以免掉进杂物，造成管路堵塞。6．3施工前制定好各分项工程质量控制点,施工过程中按各质量控制点进行严格检查.6.4控制原材料质量，对进场的材料要根据设计或规范要求进行复验，合格后方可使用。6.5从管线施工阶段抓起，不放过任何质量环节，一步一个脚印，消除所有质量通病。7.0降低工程成本措施进行工程建设的最终目的是在工期短、质量好的前提下，创造出最佳的经济效益，雕塑出精品工程。我公司在施工中严格遵循高速、优质、安全施工的同时，将采取以下行之有效的技术与管理措施降低工程成本：7.1科学组织施工、提高劳动生产率7.1.1科学周密地安排计划，巧妙地组织工序间的衔接，合理安排劳动力，做到不停工、不窝工、不抢工，创造条件缩短单项工程工期，减少人力、机械、周转料等费用。7.1.2提高机械化施工水平，发挥现有施工机械设备的效能，力求达到劳动力组织合理，生产效益好、机械利用率高，工艺先进之目的。做到少投入多产出，最大限度地挖掘内部潜力。 7.1.3加强对操作工人的技术培训与思想教育，不断提高工人的科学技术水平和劳动熟练程度，实行合理的工资奖励制度，充分调动劳动者的劳动积极性，从而提高生产效率。7.1.4建立以项目经理部到各作业队长的指挥系统，全面、及时掌握并迅速、准确地处理影响施工进度的各种问题，对重大、关键问题超前研究，制定措施。及时调整工序和调运人、财、物、机以保证工程的连续性和均衡性。7.1.5严格执行质量、安全、环境与职业健康三体系标准，加强过程施工质量控制，避免返工浪费，做到所有项目一次验收合格，并达到优良标准。7.1.6安排好雨季、夜间施工：根据气象、水文资料，有预见性调整各项工程的施工顺序，并做好预防工作，使工程有序不断地进行。7.2严格把握建筑材料的供应使用关，减小材料消耗7.2.1加强成品、半成品及材料采购、验收管理，对质次价高的产品坚决不允许进入现场，以保证工程质量，降低工程成本。重要产品价格质量必须由建设单位、监理单位及施工单位共同确认后方可采购。7.2.2进行市场调查，掌握价格信息，对同等质量的物资，选用质量信誉高、价格低的厂家。7.2.3利用新技术，改善技术操作方法，推广节约材料和能源的先进经验，减少材料消耗，把材料费控制在投标价范围内。7.2.4科学合理制定材料消耗定额，加强材料的采购、运输、验收、保管、发放、退库等各个环节的管理工作，保证材料消耗定额的有效执行。7.3加强项目生产管理，提高施工管理水平 7.3.1编制先进合理的施工组织设计，实事求是地进行施工优化组合，做到有标准、有目标。优化施工平面布置，减少二次搬运，节省工时和机具。7.3.2完善和建立各种规章制度，加强质量管理，落实各种安全措施，进一步改善和落实经济责任承包制及成本核算制。7.3.3在施工过程的每一个环节上，用责任制和经济手段切实加强管理，做到工完料尽，以降低成本，提高经济效益，把成本管理建立在规范的受控状态，发现偏差，及时纠正。7.3.4充分调动广大职工的积极性，开展劳动竞赛，提高事业心、责任心。决不允许出现因质量问题而引起的返工损失和因安全事故引起的经济损失。7.3.5加强现场材料管理：7.4认真审核图纸，加强施工图预算，落实技术组织措施7.4.1在满足用户要求和保证工程质量的条件下，对设计图纸进行认真会审，提出积极的修改意见，为建设方把握好设计的适用性，减少不必要的施工浪费。7.4.2按照国家相关规定精确编制施工预算，保证项目预算的真实性，决不将因项目管理不善等因素造成的损失列入施工图预算，更不得违反政策向甲方高估冒算或乱收费。7.4.3根据工程建设实际情况，编制降低工程成本实施计划，充分发挥群众进行讨论，群策群力。7.4.4定期编制降低工程成本实施完成情况表，并进行分析。7.5保证工程质量，减少返工损失，节约间接费用7.5.1牢固树立“百年大计，质量第一”和“预防为主” 的方针，加强质量管理，建立和健全各级质量管理机构。7.5.2施工过程做到每道工序、每个环节实行岗位责任制，严格工序交接检验，搞好质量控制。7.5.3建立工人质量责任制，组织好自检、互检和交接检。7.5.4加强工程质量调查工作，从各方面及时取得质量事故的信息，预防和减少质量事故的发生，以减少返工损失。7.5.5本公司进行施工一直本着艰苦奋斗的方针，量入为出，精打细算，节约开支，提高工作效率，为甲方减少非生产因素间接费用。8.0施工进度计划为确保工程顺利竣工，特制定如下工期保证措施：2011年5月5日至20日沟槽开挖→5月24至26日安管→5月26日水压试验→5月28至6月5日沟槽回填8.1严格按计划控制施工进度，以确保工程提前竣工工期8.1.1施工中严格按照施工进度计划来控制施工进度与各工种的插入时间，施工管理人员根据总进度计划制定详细的月、旬、周作业计划，合理安排工序搭接和施工流向。8.1.2为防止进度落后，项目部每日检查当日的施工进度情况，做到当日进度当日完成，今天不影响明天，上道工序不影响下道工序，对影响进度的关键部位，项目经理亲自指挥。8.1.3如遇特殊原因或不可抗拒因素延误某分项工序的进度，项目部将科学合理的调整旬、周计划进行，充分调动各级施工人员的积极性和一切施工力量，在最短的时间内将工程进度抢上来。8.1.4逐月进行施工进度分析，列出该月施工主线，本着谁影响谁负责的原则，严格执行奖惩制度。8.2确保人员、设备、材料供应及时、准确，以保证工期 8.2.1按施工进度计划，合理安排劳动力、施工机具及材料供应工作，充分提高施工工作效率。8.2.2做好施工机械的落实以及材料的采供工作。根据施工进度计划表按月、旬计划及时组织材料进场，并设专人负责把关验收质量及原材料化验单，保证不因材料及机械的供应不足而延误工期。8.2.3开工前组织有关人员做好分部分项工程工料分析表，根据施工图预算提出材料、成品、半成品加工订货及供应计划。8.2.4提高施工机械化程度，以保证产品质量的情况下，加快施工进度，并减少劳动力的投入。对大型设备等储备充足，以保证设备完好、连续运转，小型易损设备储备系数为2.0，现场设专人24小时监护随时检修。8.3加强各工种之间的配合，以保证工期8.3.1选派有多年施工经验，善打硬仗的施工队伍，集中优势施工力量，充实组织管理机构。8.3.2在项目经理统一安排下，每周召开一次现场协调会，积极主动解决好各工种之间的配合等方面的问题。8.3.3在施工中，各工种间相互创造条件，合理穿插作业，同时要注意保护对方的成品和半成品。8.3.4根据工程结构特点，分出主次部位，按照施工顺序、施工工艺进行立体交叉作业，以确保工程按期完成。9.0安全生产、文明施工10.1保证安全生产措施：严格执行《建设工程安全生产管理条例》9.1.1施工现场用火作业，易燃、可燃材料的堆放，划分明确并备有灭火设备，五级以上大风禁止明火。9.1.2 建立健全各项安全生产管理制度，施工中必须遵守安全操作规程，对上岗人员进行安全知识培训，需要持证上岗的人员必须持证上岗。9.1.3施工技术员交底同时进行安全生产措施交底，工人对安全措施不明确，不准进行施工生产。9.1.4一切电气设备必须由持有电工操作证的电工安装、维护各种电气设备要绝缘良好，接地可靠，触电保护器安全有效。9.1.5对检查井等危险工序有详细的安全技术措施，保证施工作业的绝对安全，在可能落物伤人地段施工时，要带好安全帽，危验地段必须设护栏并具有明显标志。9.1.6进场的机械设备、车辆存放有序，安全通道畅通，遇紧急情况能及时启动撤出。不准无证人员驾驶车辆，操作机械设备。9.1.7安全生产负责人经常深入现场，进行安全检查，查隐患，查漏洞，确保安全，做到万无一失。9.2保证文明施工措施严格执行《牡丹江市建筑工程施工现场文明施工管理规定》9.2.1现场临时设施搭建整齐，规划合理，按使用功能划分好区域，场内各种车辆停放整齐，生活区和办公区均用围挡防护，施工车辆和人员出入各行其门。9.2.2施工临建设施选址合理，规划有序，临建道路随时修整，保障施工生产正常进行。9.2.3材料库中的材料堆放整齐，挂牌注明标记，来料或当日施工结束后，由专人负责清理场地，保持整洁。9.2.4每道工序完成后，及时清理现场，做到活完场净，避免跑、冒、滴、漏。9.2.5 采取隔离措施封闭施工现场，以免社会行人和车辆误入施工现场，影响正常施工。9.2.6对职工进行必要的文明教育，规范其行为举止，树立良好的职业道德风尚。9.2.7成立专门的文明施工小组，由一名项目经理负责全场的文明施工管理工作。9.2.8该工程必须达到省级文明样板工地标准并切实可行，如达不到此标准，招标人将组织整改，整改发生费用由承包人承担。9.3减少噪声污染、降低环境污染措施9.3.1降低环境污染措施9.3.1.1生活区的暂设、食堂、洗室、厕所要布置合理，生活垃圾设一专用垃圾箱，由专人管理定期运出场外，送到垃圾场处理。9.3.1.2在洗室与厕所处设一污水处理箱（在地下）经处理的水到厕所冲刷，然后设一废水沉井或利用原有地下排水管线排放废水。9.3.1.3洗室与厕所设专人搞卫生并负责检修给排水设施，杜绝跑、冒、漏、造成污染。9.3.1.4生产垃圾在现场合理位置堆放，经处理将垃圾运出场外。9.3.1.5施工用水和生活用水在指定地点做好排水沟和沉淀池，然后排出，不得污水横流，专人定期负责清淤，确保排水畅通。9.3.1.6在施工现场不得焚烧有毒、有害物质，以免焚烧时污染环境，造成周围空气的烟尘污染，危害人们的健康。9.3.1.7设专人负责工地卫生，每天清理厕所，并进行消毒。9.3.1.8为减少空气污染，各工种食堂使用燃气炉灶，杜绝明火生饭。10.0施工工地防火管理措施10.1认真贯彻“预防为主，防消结合” 的消防工作方针，建立防火管理组织机构，健全防火规章制度。层层落实防火职责，日常加强消防安全检查，及时排除火灾隐患，在工程的建设施工过程中杜绝火灾、火情的发生。10.2建立三级防火责任制。本企业与业主、企业与项目部、项目部与分包队伍签定三级防火责任协议，每级均由主要领导牵头负责，把防火工作层层分解落实到个人。10.3建立由业主现场指挥部与项目经理部领导组成的防火管理领导小组，全面负责施工现场防火工作的统筹与管理工作。10.4进场工人必须进行防火知识及技能教育，其主要内容有：火灾的性质和责任、消防规程和规章制度、防火设施和器械的应用、个人防护用品的使用等。通过学习使工人能正确认识防火工作的重要性，掌握一定的防火、灭火技能和个人防护自救知识。10.5建立防火管理责任制度和防火检查制度，施工现场重点防火部位设明显标志，并按规定配备足够的干粉灭火器。10.6现场消防器材要做到布局合理，并应经常维护、保养，保证使用灵敏有效。10.7施工现场供电线路及机电设施必须由专业电工负责安装，严禁擅自动用电动设备和私接电线、线路，开关和接座必须绝缘良好。10.8施工现场内禁止用易燃材料搭设临时设施。10.9办公区、生活区照明线路应有良好的绝缘，严禁使用电炉、大灯泡，严禁私接电线、电器用具。10.10生活区灶房使用燃气炉灶，禁止明火生饭，宿舍内严禁吸烟。11.0环保保护措施11.1本工程我们将依据ISO14000环境管理标准，对现场进行管理，同时配备相应的资源，预防污染，节能减废，力争达到施工与环境的和谐，创建环境保护工作先进现场。 11.2整个施工现场分为施工区与生活区。11.3对整个施工过程环节进行严格控制，提高原材料利用率，减少建筑垃圾。如：及时解决用水线路的跑、滴、漏、长流水现象，施工用水通过沉淀循环利用，施工用电做到人走灯灭，工停机关，减少能源消耗。11.4新员工进入施工现场1个月内，对新员工进行环境方针、环境目标、环保意识、重大环境因素、相关法律、法规、环境管理体系标准、基础知识体系文件等培训教育，以提高全员环境意识。12.0季节性施工措施12.1风季施工措施12.1.1风季期间注意、整理气象预报信息，根据实际情况及时调整施工方案；12.1.2各种原材料堆放场地要有防风、防火设计措施。现场必须配备足够数量的防火器具，如灭火器、水泵等，并应经常检查是否完好。12.1.3要加强对操作工人的安全教育及技术交底工作，强化其安全质量意识，提高其操作技能，确保施工安全与施工质量。12.1.4要加强风季防火保安巡视检查工作，派专职人员负责管理，消除各种隐患，防止火灾等事故发生。12.2雨季施工技术措施12.2.1雨季施工应重点做好防雨、防触电工作，为了不使工程施工受影响，确保职工和生命安全和身体健康，确保道路畅通，施工路路面不积水，要在雨季之前做好充分的准备工作。12.2.2现场使用的机械设备，都要搭防护棚，防止设备被雨淋后发生触电事故。 12.2.3现场的临时用电线路应按规范要求敷设并采取接零或按地保护措施。12.2.4雨季土方施工时，要及时检查边壁的变化，发现异常立即进行处理。12.3计划开、竣工日期:2011.5.5---2011.6中旬13.1拟投入的主要施工机械设备表13.2劳动力计划表13.3施工总平面图13.4临时用地表13.5拟配备本合同主要材料试验、测量、质检仪器设备表13.6全面质量管理体系图13.2劳动力计划表表13.2工种按工程施工阶段投入劳动力情况五月六月管理人员55测量工11机械工44吊装工11管道技工55瓦工42 力工2225电工22合计4445注：本计划表是以每班八小时工作制为基础编制的。13.4拟配备本合同工程主要材料试验、测量、质检仪器设备表序号仪器设备名称规格型号单位数量1经纬仪J2台22水准仪台23塔尺5m个34钢尺50m把65卷尺5m把1213.5全面质量管理体系图 项目经理项目技术负责人项目工长技术员质检员放线员取样员安全员材料员保管员机管员 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