(完整word版)场地清表施工组织设计.pdf

-一、工程概况建设单位：工程名称：工程地址：工程质量要求：工期要求：工程说明：工程包括土方开挖、回填、场地平整、场地内取土外运、清理地表杂草、砍伐树木、墓碑移植等工作。二、编制依据1、该工程招标文件。2、该工程项目场地土方总体详细规划图纸。3、有关工程设计、施工验收标准和规范、规程。4、本工程施工实际场地条件；5、国家现行的施工及验收规范和验评标准：-三、施工程序及施工大纲（1）、施工程序施工准备定位放线土石方开挖填土碾压场地清理及平整竣工交验（2）、施工大纲本工程为场地平整，其施工大纲包括下列内容：1、以招标文件投标书、合同及场地平整技术规范为依据，以“安全、优质、高效、文明”施工为本。2、在施工过程中，加强施工过程的“程序管理，确保安全，确保质量，确保工期，降低成果”的创新管理体制。文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 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HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8-3、“严密组织、高效指挥”“安全、质量一起抓”快速进度与高效并存，将各负其责的分工原则齐抓共管，贯彻在整个场地平整清理施工过程中。4、工程竣工交验时其工程档案管理按当地建筑工程质量监督站及当地建筑工程档案馆相关规定归档，并报送相关部门。5、清表工程，本公司依据业主的要求，根据本公司的技术经济实力，进行积极地科学地组织施工。坚决做到人歇设备不歇的轮流施工方法，尽量缩短工期、坚决按期或提前完工。四、施工及测量施工测量：本工程施工范围大，为此需选用精度高，易操作的测量设备。施工前，施工现场技术负责人和施工员应全面检查施工准备，逐级进行技术安全交底和安全教育，要使安全、技术管理在思想、组织、措施都得到落实。专人负责按方格网位编号，做好方格网基土质的记录；收集好有关技术资料，并在完工后整理编册分送到有关单位并送技术部门存档。五、施工技术方案及措施我公司以机械化施工为主，即测量仪器化；选用激光经纬仪测量方位、控制角度，准仪控制高程；土方开挖机械化；大面积采用推土文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 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ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8-机、铲运机配合正、反铲挖掘机进行开挖甩填，自卸汽车（8 吨）中长距离运输，回填碾压机械化；自卸车、铲运机运土，推土机平运土，平碾、振动碾进行分层压实，挡墙边、渠道桥涵边、角落边采用蛙式打夯机进行分层夯实，最后配合推土机进行整个场地平整，平碾进行场地表面大面积压实；质量跟踪仪器化：测量仪器、靠尺、环刀取样、土工试验和检测进行质量控制。施工程序框图：质量计划：施工前做好施工技术交底，进行周密测量，计算挖填平衡控制表，挖方区严禁超挖，填方区分层回填碾压，进行分层回填土密度检测，达到质量要求后才进行下层回填碾压，如此控制工序质量，保证一次性验收合格，最后达到合格工程。工期计划：按合同规定日起计算，紧凑安排施工准备、施工测量、施工机械车辆的行车路线、土石方开挖、土方回填（层数控制）、土方人力准备机具准备场地准备施工准备施工测量场地清理土石方开挖分层回填碾压检验回填土密实平整碾压竣工验收文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 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天时间完成施工准备和测量控制工作。土方开挖，本工程大型土石方使用机械化施工，局部机械不能施工的部分，才用人工配合开挖。大型机械挖土工艺：一、施工准备1、主要机具（1）挖土机械有：挖土机、推土机、铲运机、自卸汽车等。（2）一般机具有：铁锹（尖、平头两种）、手推车、小白线或20号铅丝和钢卷尺以及坡度尺等。2、作业条件（1）土方开挖前，应根据施工方案的要求，将施工段的地下、地上障碍物清除和处理完毕。（2）场地的定位控制线（桩）、标准水平桩及开槽的灰红尺寸，必须经过检验合格；并办完预检手续。（3）准备夜间施工时，应有足够的照明设施；在危险地段应设置明显标志，并要合理安排开挖顺序，防止错挖或超挖。（4）开挖面低于地下水位的土方时，应根据当地工程地质资料，采取措施降低地下水位，一般降至开挖面以下0.5m，然后才能开挖。（5）施工机械进入现场所经过的道路、桥梁和卸车设施等，应事文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8-先经过检查，必要时要进行加固或加宽等准备工作。（6）选择土方机械，应根据施工区域的地形与作业条件、土的类别与厚度、总工程量和工期综合考虑，以能发挥施工机械的效率来确定，编好施工方案。（7）施工区域运行路线的布置，应根据作业区域工程的大小、机械性能、运距和地形起伏等情况加以确定。（8）在机械施工无法作业的部位和修整边坡坡度等，均应配备人工进行。（9）熟悉图纸，做好技术交底。二、操作工艺1、工艺流程：2、坡度的确定：（1）在天然湿度的土中开挖时，当挖土深度不超过下列数值规定时，可不放坡，不加支撑。A、密实、中密的砂土和碎石类土（充填物为砂土）1.0m。B、硬塑、可塑的粘质粉土及粘土1.25 m。C、硬塑、可塑的粘土和碎石类土充填物为粘性土）1.5 m。D、坚硬性粘土2.0 m。（2）超过上述规定深度，在5 m以内时，当土具有天然湿度、构确定开挖的顺序的坡分段分层平均开挖修边和平整文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8-造均匀、水文地质条件好，且无地下水，不加支撑的，必须放坡。（3）使用时间较长的临时性挖方边坡坡度，应根据工程地质和边坡高度，结合当地同类土体的稳定坡度值确定。如地质条件好，土（岩）质较均匀，高度在10 m以内的临时性挖方边坡坡度应符合各类土的挖方边坡坡度规定。（4）挖方经过不同类别土（岩）层或深度超过10 m 时，其边坡可做成折线形或台阶形。（5）城市挖方因邻近建筑物限制，而采用护坡桩时，可以不放坡，但要有护坡桩的施工方案。3、开挖土石方时，应合理确定开挖顺序、路线及开挖深度。（1）推土机开挖时，一般从两端或顶端开始（纵向）推土，把土推向中部或顶端，暂时堆积，然后再横向将土推离两侧。（2）铲机开挖时，应纵向分行、分层按时坡度线向下铲挖，但每层的中心线地段应比两边稍高一些，以防积水。（3）反铲、拉铲挖土机开挖时，利用有两种施工方法：a、端头挖土法：挖土机从开挖面的端头以倒退行驶的方法进行开挖。自卸汽车配置在挖土机的两侧装运土。b、侧向挖土法：挖土机一面沿着开挖线的一侧移动，自卸汽车在另一侧装运土。4、土方开挖宜从上到下分层分段依次进行。随时作成一定坡势，文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 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ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI3Y7P8N6O8文档编码:CB10S6K10J1X10 HJ7Z2K4R3E10 ZI