大坝土石方开挖施工方案

'大坝开挖施工方案1编制依据及编制原则(1)《建筑地基基础工程施工质量验收规范》（GB50202—2002）；(2)《水电水利工程施工通用安全技术规程》（DL/T5370-2007）；(3)《水利工程工程量清单计价规范》（GB50501-2007）；(4)《水电工程施工组织设计规范》（DL/T5397—2007）；(5)《水利水电工程天然建筑材料勘察规程》（DL/T5388-2007）；(6)《水工建筑物岩石基础开挖工程施工技术规范》（DL/T5389-2007）；(7)水利水电工程施工组织设计手册；(8)《结则茶卡盐田平面布置图》2工程概述(一)主要内容根据总进度计划要求，细则茶卡盐田2012年需完成盐田开挖任务。(二)工程量大坝基础土方开挖约256万m3，具体工程量分布详见图表1。图表1石方开挖工程量表序号施工部位及施工项目工程量备注单位数量1结晶区整治总土方量万m3256+136其中136为填方2筑坝总土方量（填方）万m366合计万m34583开挖程序和方法3.1开挖施工程序10 根据坝基分区、分层布置，各部位开挖施工时，按自上而下、由外向内的原则进行。开挖的工序为：场地清理g土方开挖g建基面保护层开挖。施工时按各道工序依次进行，形成多工作面流水作业。土石方施工方法1、场地清理施工前由测量放出设计开挖边线，对开挖范围内的原始地形、地貌进行复测，核实开挖原始断面，确定开挖及清理范围，人工配合液压反铲挖掘机清理开挖区内的植被、杂物，并在开挖开口边线外按设计要求做好排水沟。2、土方开挖本标土方开挖为局部覆盖层开挖。首先进行测量放样，标识出开挖范围和位置，然后用人工结合机械清理开挖区域内的树木和杂物，清理范围延伸至开挖线外侧3m，并将开挖区域上部孤石、险石排除。开挖区域清理完毕后，按设计要求设置施工边坡上部地面排水系统。覆盖层开挖采用CAT330反铲削坡，人工配合修整边坡。按照测量放样开口线沿马道方向形成边坡开口，然后自上而下分层开挖。同一层面开挖施工，按照“先土方开挖，后石方开挖，再边坡支护”的顺序进行，使开挖面同步下降。开挖土料翻落至下部集渣平台或直接装车。土方边坡开挖接近设计坡面时，按设计边坡预留0.2m～0.3m厚度的削坡余量，再人工整修。人工整修边坡的控制方法为：制作一个与设计边坡相同坡比的角尺，削坡时，用角尺检查边坡的超欠情况，边检查边整修。在修整过程中，每隔3米高差，用测量仪器检查校核一次削坡情况，形成达到设计要求的坡度和平整度为止。雨天施工时，施工台阶略向外倾斜，以利于部位排水。在开挖施工过程中，根据施工需要，经常检测边坡设计控制点、线和高程，以指导施工，并在边坡地质条件较差部位设置变形观测点，定时观测边坡变形情况，如出现异常，立即向监理工程师和业主报告并采取应急处理措施。土方开挖采用自上而下分层开挖的方式进行。施工程序详见图表1。图表1土方开挖施工程序框图施工道路修建直接挖装运输集渣挖装运输人工配合反铲修坡边坡处理10 1施工布置1.1施工布置根据施工总进度计划要求、开挖程序及开挖工作面数量的布置，结合各弃渣场的容量和土石方平衡调配计划，主要的开挖施工有：结晶区整治土方开挖具体施工布置见附图：01《结则茶卡盐田平面布置图》。1.2开挖施工风、水、电布置(一)施工供风根据资料该工程位于西藏阿里地区日土县东汝乡，无国家电网覆盖，故开挖期间必须配备移动式柴油动力压风机，根据施工进度安排，配备4台21m3/min富盛-750移动式柴油动力压风机和2台17m3/min富盛-550移动式柴油动力压风机可随时供风。(二)施工供水施工用水直接用潜水泵从湖中抽取。(三)施工供电(1)开挖期间主要施工用电主要为夜间照明和抽水用电，用电量为1*20=20KW，正式供电线路完工前拟采用发电机临时供电，在作业区各布置2台20KW柴油发电机.1.3基础抽排水系统(一)初期抽排水抽排流量计算公式Q=ηV/T式中Q─初期排水流量（m3/s）；V─基坑的积水体积（m3）；T─初期排水时间（s）；η─10 经验系数，主要与围堰种类、防渗措施、地基情况、排水时间等因素有关，一般取η=3～6。当覆盖层较厚，渗透系数较大时取上限。基坑积水量：基坑平面面积m2水深：0.6mV=m2×0.6m=m3初期抽排水时间：按3天排干计算初期排水量：Q5=（×4）/（3×24×3600）=0.139m3/s=1777.78m3/h因此初期抽排水拟配置的抽水设备详见图表8。图表8基坑初期抽排水拟配置抽排设备表名称流量（m3/h）数量（台）合计流量（m3/h）扬程（m）功率（kw）备注离心泵220715403237潜污泵180814402018.5总计1529801111弃渣场规划及管理1.1弃渣场规划考虑到本年度大坝土石方填筑量大，施工任务非常紧张，大坝所有的弃渣约256万方，只可利用于坝址粗填，因原设计规划无用弃渣场距围，为确保大坝填筑施工进度，弃渣场拟调整为位于主坝周边1公里外可投放的区域，且无影响周边环境。弃渣场管理在主坝开挖施工过程中的弃渣服从监理人的调配，对监理人已确认的可用料，在开挖、装运、堆存和其它作业时，采取可靠的保质措施，保护该部分渣料免受污染和侵蚀，有用料和无用料应分开堆存并服从监理人的安排，如部份弃渣可直接用于大坝的填筑或服务于本工程的其它部位填筑。弃渣场应堆放整齐，表面平整，边坡安全，并设置完好的截、排水系统，并根据监理人的指示做好施工弃渣的治理措施，保护施工开挖边坡的稳定，防止施工场地的开挖弃渣冲蚀河床或淤积河道。10 1开挖及支护进度计划按照合同文件的总进度要求、现场实际施工条件，开挖施工进度计划安排如下：主场区域基础开挖：开工日期以合同为准，在规定工期内务必保质保量完成工作内容。其中土石方开挖m3。平均开挖强度为17067m3/日。高峰期开挖强度为m3/月。开挖资源配置1.1主要施工机械配置坝区土石方开挖施工机械主要为挖掘机、钻机和运输机械，按高峰月开挖强度56万m3进行配置。钻孔采用CL351履带钻和手风钻；装运采用反铲挖掘机CAT330D进行挖、装，配15T自卸汽车进行运输。考虑到开挖强度和工作面布置情况，按月工作时间按25天计、每天实行两班制作业、每班工作9小时的工作制度进行机械设备的配置。1.1.1挖掘机1、生产率计算Pj=60qnkekckykzq—铲斗几何容量，m3，CAT330D铲斗1.8m3；n—挖掘机每分钟挖土次数，取2次；ke—土壤可松系数，爆破不好的岩石取0.75；kc—铲斗充盈系数，爆破不好的岩石取0.7；ky—挖掘机在掌子面内移动影响系数，取0.95；kz—掌子面高低与旋转角大小的校正系数，取1.2；根据上述系数计算：CAT330D生产率：Pj=60×1.8×2×0.75×0.7×0.95×1.2=129m3/h（自然方）；实际生产率为：CAT330D生产率：P=9×0.9×129=1045m3/台班（自然方）；2、挖掘机需用量计算挖掘机、装载机需用量主要根据开挖量和机械生产效率来确定，按下式计算：N=Ksm/WPsKt10 m—月开挖的方量，4万m3（自然方）；Ks—岩石松散系数，取1.45；W—月台班数，每月工作25天，每天2台班；Kt—时间利用系数，取0.9；经过计算，并根据工作面的需要，配置CAT330D挖掘机14台能满足工程需求，同时备用3台CAT330D挖掘机。1.1.1自卸汽车1、生产率计算本工程开挖区至弃渣场最大距离约1km，考虑运输道路情况及施工条件，每小时运4趟，15t汽车载重按8m3（自然方）；工作时间每月25天，每天2台班，每台班9小时计算，则其生产率：15t汽车生产率：P=25×4×9×2×8×0.8=11520m3/月；2、汽车需用量计算汽车需用量按下式计算：N=KSm/Pm—月开挖强度4万m3（自然方）；P—生产率，15t汽车生产率11520m3/月；则需：15t汽车数量N=40000/=114.5台。工作面需要增加10台。则实际进场车辆为125台。根据开挖施工进度安排，采用加大施工机械投入来加以确保，现按土石方高峰强度为4万m3/月。主要施工机械配置见图表9。图表9主要施工机械配置表序号设备名称型号规格单位数量备注1反铲挖掘机CAT330D台172反铲挖掘机HD215台23装载机ZL50台154自卸车15t台1255潜水泵3kw台1510 1.1劳动力计划表主要施工人员配置详见图表10。图表10主要劳动力组合表序号工种单位数量备注1重机工人20每天两班制2驾驶员人1253水泵工人154重机修理工人355电工人56合计人2002施工质量控制和施工安全措施2.1施工质量管理控制为实现本项目工程“科学管理、规范施工、严格控制、建造精品”的质量方针和“土石方开挖工程优良率为95%”的工程质量目标，土方开挖工程必须严格遵守国家规程规范要求，其主要措施为：1、进场的全体职工进行质量方针、质量意识、质量目标、质量管理的教育培训，提高管理水平。从每一个人、每一个环节把好质量关。2、10 对进场的施工机械设备，测量、检验和试验装置，进行入场检查并建立台帐，制定维护保养计划，严格按计划实施，确保设备处于良好状态。对测量、检验和试验装置制定周期校验计划，定期校验，保证满足施工要求。1、对进场的产品和材料按照工程达标的规定和质量管理体系的要求，进行严格的验证、检验和试验，确保不合格材料不得进场。2、认真进行每一道工序的施工，强化过程控制和过程检查，确保在上一道工序检验不合格的情况下不进入下一道工序施工。3、加强质量管理，建立管理机构，把质量职责的各项指标和质量目标分解到各职能部门、施工队和施工班组，并按动态考核要求定期检查，实施重奖重罚。4、严格按照设计要求施工，严格执行《强制性条文》，并进行技术创新，严格控制管理，确保不发生重大质量事故。5、钻孔施工按设计孔位钻孔，孔口偏差不大于5cm，孔底偏差不大于10cm。6、装药前检查钻孔并作详细记录，保护层开挖孔底柔性垫层材料应仔细测量，以确保基岩面不受爆破地震影响。7、电爆网络联网后应检测网络电阻平衡，非电网络严格专人联网，以保证网络的安全可靠，确保爆破质量。严格按爆破设计进行装药，严格控制单响药量。1.2施工安全措施安全是为了更好的生产，特别是开挖爆破更应严格安全措施，其主要措施如下：1、针对高强度的石方钻孔爆破、装车挖运的车辆频繁作业、大方量开挖强度和开采区及施工便道地形条件差等施工特点，必须科学、合理地组织施工，制定严格的施工管理制度，高度重视开挖与出碴的协调管理。严禁上下层在安全距离不足的情况下进行同时出碴和钻孔，出碴运输在道路沿线设置醒目的安全警示标志牌，并设安全专管岗，实行装挖及车辆运输的协调管理。2、在施工前，详细了解工程地质构造、地形地貌和水文地质情况。基坑开挖期间对可能引起的滑坡和崩塌及时采取有效的预防性措施；在基坑上下游10 陡坡下施工，仔细检查边坡的稳定性，如遇有孤石、崩塌体等，事先作好妥善清理和支护。爆破工程安全技术措施严格遵守《水利水电建筑安装安全技术工作规程》，严格执行各项安全技术措施，施工人员进入施工现场必须戴好安全帽，高处作业必须系安全带，按时发放和正确使用各种有关作业特点的个人劳动防护用品，包括安全帽、防护鞋、工作服、手套防尘面具等，并按照有关劳动保护规定，发给工作人员劳动津贴和营养补助。1、石方开挖分层进行施工，严禁掏挖，土质边坡刷坡及岩石边坡清除松动岩块时，施工人员必需系安全带。高边坡开挖时，上层边坡支护未完成，禁止下一层开挖施工。加强边坡稳定性观测与分析，将成果报送监理工程师，遇到紧急情况，立即疏散人员。石方开挖放爆时，加强安全警戒，禁止一切车辆和人员进入危险区和在危险区滞留。危险地带，道路转弯等设置明显的安全标志。夜间施工，施工区、施工道路和渣场安设足够的照明设施。开挖完成后立即在坡脚及坡顶线上设立牢固的安全栏网，并确保安全栏网在施工全过程中有效性。2、运输大型机械设备时，对机械停放地点、行走路线、运料方式等均应制定施工安全措施，大型设备通过或工作地点的路基，必须有足够的承载力。按照机械保养维修规定，对机械定期检查、保养、维修各种设备，务使机械设备安全运行。加工机械旋转部位必须安装防护装置，以防意外事故的发生。3、由于本工程地理位置的特殊性，10月底进行基坑开挖期间估计有少量牧民下山路经坝基，开挖期间要加强现场施工管理，进行有效交通疏导，确保火工品、牧民及牲畜安全通行。2需协调的相关事宜根据施工用电无法提供，大坝开挖供风要采用油动空压机，供水和照明用电全部要发电机解决，造成开挖的成本投入加大。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpR10 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