3#宿舍楼桩基工程施工组织设计

'陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计1．工程概况1.1工程名称陕西省理工学校临潼新校区3#宿舍桩基工程（灰土挤密桩）。1.2工程地点位于西安市临潼区新区草临路与三号路十字西南角。1.3场地岩土工程地质条件1.3.1场地地形、地貌拟建场地位于位于西安市临潼区新区草临路与三号路十字西南角。场地地形比较平坦，勘探点地面高程385.33～387.50m。场地地貌单元属渭河南岸一级阶地。1.3.2地层概况根据本工程的《岩土工程勘察报告》，素土挤密桩成桩深度内地层及其地质特征见表1.3.2。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计成桩深度范围内地层及其地质特征一览表表1.3.2土层编号土层名称时代成因揭露层厚（m）层底深度（m）层底高程（m）岩性描述颜色状态湿度密实度包含物及其他特征①素填土Q4ml0.5～1.10/384.83～386.90黄褐///以耕土为主，混大量植物根系。②黄土状土Q4al+pl3.40～7.504.00～8.30377.83～382.24黄褐硬塑//孔隙发育，略具团粒结构，土质不均，含零星钙质结核及蜗牛壳，底部局部地段含较多砂粒。具湿陷性。③古土壤Q3ll1.20～2.606.60～7.50378.68～379.90棕红～棕褐硬塑//仅局部分地段呈不规律分布，该层在大部分地段已被剥蚀。土质不均，具团粒结构，孔隙发育，含钙质结核。具湿陷性。④黄土Q2eol8.50～10.915.6～19.2367.81～370.97黄褐硬塑//土质均匀，大空隙发育，含蜗牛壳碎片和零星钙质结核。具湿陷性。1.4桩基工程主要设计参数及设计要求(见表1.4）18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计桩基工程主要设计参数及主要技术要求一览表表1.4桩型参数灰土挤密桩试桩工程桩桩数（根）421912桩径(mm)≥450≥450桩长(m)8.58.5主要技术要求①灰土挤密桩桩长7.0m，桩距1.0m，排距0.86m，等边三角形布置，机械洛阳铲成孔，成孔直径400。重锤夯实，成桩直径不小于0.55m。孔内采用灰土回填，其平均压实系数不得小于0.97，最小挤密系数不小于0.90，桩间土经挤密后的平均挤密系数不应小于0.90，灰土桩桩顶承载力特征值fak≥180Kpa。②桩施工先内排后外排，同排桩要求间隔1-2孔，桩锤重，落距，击数等施工参数须经现场实验确定。成孔后及时检查桩孔质量，如发现缩颈塌孔，回淤及渗水等现象即进行记录，并及时采取补救措施。③挤密桩施工前应进行小范围试桩，检查成孔质量及挤密效果。验证成桩工艺及桩间土湿陷性消除情况，试桩结果经设计单位确认后方可大面积施工。④灰土挤密桩应按《挤密桩法处理地基技术规范》（J10788-2006）和《湿陷性黄土地区建筑规范》（GB50025-2004）进行施工和检测。挤密桩必须在地基处理的全部深度内取土检测报告送设计院认可后，方可进行下一步施工。⑤符合地基承载力要求特征值fak≥250Kpa。备注1.5设计编写依据及执行的主要技术标准（1）中冶地集团西北岩土工程有限公司“陕西省理工学校临潼新校区”《岩土工程勘察报告》。（2）中联西北工程设计研究院“陕西省理工学校临潼新校区—3#宿舍”《地基处理图》。（3）《湿陷性黄土地区建筑规范》GB50025－2004。（4）《挤密桩法处理地基技术规范》（J10788-2006）。（5）《建筑地基基础工程施工质量验收规范》GB50202－2002。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计2.项目经理部组成2.1工程管理体系（见图2.1）浙江新捷项目经理部后勤部施工部安环部施工部质检部施工部技术部施工部施工部后勤组夯实组成孔组材料设备组水电组图2.1工程管理体系2.2项目经理部组成本工程由具有丰富实践经验，曾担任过国营黄河机械制造厂工模具公司MPS公司、陕西神木化学工业有限公司、陕西神木国华电厂、蒲城电厂等重大工业项目桩基工程及西安国际商务中心公寓楼、雅荷花园二期6#、7#、8#高层、柠檬公寓等重大民用桩基工程项目经理的我公司高级工程师、国家一级项目经理骆德光担任本工程项目经理，其他各岗位均选派我公司责任心强、专业水平高、近年来在岩土施工中有突出业绩的管理和技术人员上岗，本工程项目经理部组成及现场管理人员见表2.218 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计项目经理部组成及现场主要管理人员一览表表2.2序号姓名性别年龄职称现场职务1骆德光男48高级工程师、一级项目经理项目经理兼项目技术负责2王鹏男24助理工程师施工员3李志荣男32助理工程师安全员4赵江龙男26助理工程师质检员5才忠良男38高级工程师测量员3.施工机械设备配备计划3.1主要施工机械设备配备计划（见表3.1）素土挤密桩施工主要机械设备一览表表3.1序号设备名称数量生产厂家规格型号备注1机械洛阳铲7台//试桩：2台工程桩：7台2重锤夯实机3台/锤重1.5T试桩：1台工程桩：3台3装载机1辆///4全站仪1台德国蔡氏公司天宝—蔡氏3602型/5水准仪1台南京仪器有限公司DS3/6其它若干///3.2施工机械设备进场计划施工机械、设备于甲方通知进场之日进入现场，三天内完成安装、调试工作。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计3.3施工机械设备进场报验施工设备进场后，由我公司及时填写“设备进场报审单”，连同设备检定合格证递交监理公司审查，待同意后投入使用。3.4施工机械设备的维修和保养施工机械设备的维修和保养由操作人员负责完成，每工作班设备保养不得少于一次。施工机械设备出现故障必须及时维修，若影响施工工期需更换施工机械设备时，需以书面向监理工程师提出申请，待同意后方可实施。4.施工材料计划4.1主要施工材料计划（见表4.1）桩基工程主要施工材料一览表表4.1序号材料名称规格、型号生产厂家计划用量单位数量1灰土3：7现场拌制m312240.04.2施工材料进场方式及堆放素土：堆放于现场地的土，应采取必要的措施进行防雨遮盖，以利于施工。白灰：现场堆放，应采取必要的措施进行防雨遮盖，以利于施工。4.3施工材料复检及报审灰土击实试验：素土挤密桩施工前应根据地基土击实试验确定其最大干密度、最优含水率及天然含水率，确定素土挤密桩施工参数。5.施工用水、电计划5.1施工用水计划（1）生活用水：10T/d由甲方供给。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计5.2施工用电计划（1）施工用电总容量不少于150KW。（2）施工用电线路设置：施工场地设一组一级配电系统（总配电盘），施工区内设二组二级配电系统，生活区设一组二级配电系统，各用电设施与配电盘连接采用一机一闸且必须带漏电保护。一级配电至二级配电、二级配电至钻机等用电设施均采用三相五线制电缆连接输电。6.素土挤密桩施工方案、质量标准及施工技术措施6.1施工方案6.1.1施工工艺流程（见图6.1.1）施工方案技术交底施工准备沉管机就位测量放线不符合沉管成孔质量记录成桩移至下一桩位检查验收分层夯实不符合项处置再验收6.1.1灰土挤密桩施工工艺流程图6.1.2桩位测放依据《桩位平面布置图》及甲方提供的测量控制点选用责任心强、专业水平高的测量人员上岗施测，并采用国外先进的、精度较高的德国天宝——蔡氏3602型电子全站仪测放。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计采用全站仪测放控制轴线桩位，测放完成后，固定保护，请监理工程师检查复核，施工前根据测放的轴线控制桩采用经纬仪定向、钢尺量距测放每根桩位。6.13挤密成孔采用履带式柴油锤击成孔桩机，按从外到里，隔排隔点的方法施工。成孔时，开始2m深度内采用低锤轻击法施工，以保证桩管垂直稳定，然后再加大落距沉管至设计孔深。6.14分层填料、夯实成桩将土料用小装载机分层填入孔内，填入量为每次0.12m³，每填一铲（约0.12m³）用重锤夯实8-12次，锤重1.5T，落距＞3.0m，填入前应先将孔底夯实，试桩施工时击数应先取小值逐步调整。工程桩施工时严格按照试桩施工取得的施工参数施工。6.2施工质量标准及检查方法a）桩位偏差：桩孔中心点的偏差不宜超过桩距设计值的5%，用钢尺量测。b）桩体平均压实系数≥0.97，按总桩数的2%采用环刀在桩身按每米取样测定干密度，求算压实系数。c）桩间土平均挤密系数≥0.90，最小挤密系数≥0.90，按每100m2不少于1个探井进行环刀现场取样测定干密度，求算挤密系数。d）桩长：允许偏差+500mm，测桩管入土长度。e）桩径：允许偏差-20mm，用钢尺量。f）土料有机质含量：≤5%，试验室焙烧法。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计g）垂直度：≤1.5%，用经纬仪测桩管。6.3施工技术措施a)桩位偏差控制首先严把测量放点及钻孔对位质量关，未经质检员及监理工程师检查复核，不得进入下道工序施工。机械设备就位必须平整稳固，且保证桩管锥尖与桩点对正、桩管与钻杆保持垂直方向。b)桩机成孔措施当遇到坚硬地层，沉管桩机无法成孔时，应采取浸水的方法，使坚硬层软化，然后再成孔。成孔完毕时若出现拔管比较困难时，可采用管周浸水、转动桩管或采用起重机械拔管。c)桩孔塌孔及缩径桩孔施工中若出现严重缩径、回淤或塌孔时可多次填入碎砖渣或生石灰块采用桩机复成孔方法处理。7.确保工程质量的技术组织措施7.1工程质量方针及质量目标7.1.1质量方针科技领先、精益求精、以质取信，为建设方提供满意的工程产品。7.1.2质量目标质量目标：符合国家GB50300—2001各项《建筑工程质量统一验收标准》合格等级。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计7.2工程质量保证体系及质量管理小组7.2.1工程质量保证体系（见图7.2.1）项目经理监理工程师检查签字终检审检签字项目技术负责复检复核签字质检员初检填写质检单施工员材料供应组长素土挤密桩工长组长自检图7.2.1工程质量保证体系图7.2.2工程质量管理小组经理部成立以技术负责、质检工程师、施工技术工程师为一体的质量管理小组。把创建优质工程作为管理的核心，对施工中的每道工序进行质量监督。同时，汇同甲方、监理、质检站进行跟踪检查。质量管理小组：组长：骆德光素土挤密桩质检员：赵江龙18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计7.3工程质量控制网络（见图7.3.1）灰土挤密桩施工质量①成孔（挤密）质量②人工填料质量③分层夯实质量④灰土挤密桩成桩质量图7.3.1灰土挤密桩施工质量控制网络图7.4工程质量保证措施①灰土挤密桩土料采用防雨布等材料进行覆盖，防止雨淋。灰土挤密桩桩位测放及施工过程中严格贯彻执行“自检—质检员检查—监理工程师复检”的三级检查制度。未经检查合格的工序不得进入下一道工序施工。②施工过程中严格控制填料比例、含水量、夯击次数、夯锤落距，挤密系数达到设计及规范要求。③施工过程中按不少于总桩数2%，跟踪检查夯填质量确保桩身压实系数≥0.97。④施工中严格按照《建筑桩基技术规范》JGJ94－94及《建筑地基基础工程施工质量验收规范》GB50202－2002的要求规范操作，对不按规范及技术要求操作的施工人员予以清除出场。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计8.施工进度计划及工期保证措施8.1施工段的划分及其工作内容①施工准备阶段（3d）:完成临设搭建、接通施工用水、电及素土桩前期试验（击实试验）和机械、设备进场、安装调试等工作。②灰土桩试桩施工、试桩检测（11d）：灰土桩试桩施工时投入一台机械洛阳铲（1d）内完成3组共计42根素土挤密桩，试桩施工完成后（7d）进行检测（3d）。③灰土工程桩施工（20d）：工程桩施工投入7台机械洛阳铲、二台夯实机同时施工，（20d）完成共计1912根素土挤密桩施工。8.2施工进度计划8.2.1素土挤密桩单桩进度网络计划（见图8.2.1）洛阳铲就位成孔5min共计40min25min灰土挤密桩成桩1填料分层夯实夯实机就位10min5min图8.2.1单桩进度网络计划图8.2.3施工进度横道图（详见附件№1）9.确保工期的技术组织措施9.1工期目标以合同工期为准则，落实措施，确保提前。9.2组织措施18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计（1）由实践经验丰富的项目经理管理生产，协调各工序各专业的工作关系。（2）人力资源按二班轮换作业配置，充分利用有效工作时间。（3）加强设备的维修和保养，保证设备100%的完好率。（4）切实落实施工材料计划，责任到人，确保施工材料满足施工需要。（5）加强安全检查，消除事故隐患，以免影响工程进度。9.3技术措施（1）制定出切实可行的加快施工进度计划，根据施工进展情况总结经验，调整计划，提高工作效率。（2）加强质量管理，杜绝不合格品。（3）采取必要的技术措施加快进度。9.4经济措施（1）加强工程财务管理，制定严格的进度计划和资金保证措施，确保资金按时到位。（2）明确所有人员岗位责任，严格奖罚制度，内部形成竞争机制，开展劳动竞赛活动，提高员工责任心，调动其劳动积极性。10.确保安全生产的技术组织措施10.1安全施工目标贯彻安全施工为主的施工方针，实现安全事故率为零的安全目标。10.2安全管理小组及安全保证体系10.2.1安全管理小组组长：骆德光专职安全员：李志荣成员：王勇李兴发、秦珂琦18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计10.2.2安全保证体系（见图10.2.2）项目经理安全员文明施工管理员各施工班组安环部施工人员图10.2.2安全保证体系图10.3安全施工保证措施（1）成立以项目经理为组长的安全小组，贯彻安全施工、预防为主的施工方针，实现安全事故率为零的安全目标。（2）建立、建全安全施工责任制，落实到人。每天进行一次安全检查，发现问题，及时纠正整改，每星期进行一次全面大检查，实行奖罚制度。（3）实行班前安全教育制度，定期对施工人员进行安全施工培训，使所有人员明确各岗位的安全施工职责、要求等，严格按有关规范、规程和安全生产操作规程施工。（4）加强对特殊工种如电工、机械操作工等和民工的管理，特殊工种的作业人员必须持证上岗，使用的民工必须签订用工合同，并在上岗前进行培训。18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计（5）配备必要的劳动安全防护用品，施工人员进入施工现场，必须着装整齐，配戴安全帽，实行挂牌上岗，严禁酒后进入施工现场。登高作业必须配戴安全带。（6）基坑四周搭设防护栏，现场的关键部位要悬挂安全技术操作规程，危险场所要有警示牌。（7）现场供电线路的设计安装要安全、合理、牢固，并架空进入。用电设备必须采用三相五线制电缆线供电并安装漏电保护装置，并搭建防雨措施。施工用电由专人负责，其它任何人员不得随意接电及推拉闸刀。（8）易燃、易爆品的放置要和作业地点有一定的距离，并要有专人管理，严防发生火灾等。（9）施工设备、机械要定期维修、保养，严禁带病作业。设备的维修、保养每次要有详细的记录。（10）加强治安管理，实行封闭式管理，严禁闲杂人员进入工地，保障施工顺利进行。（11）接受建设方、监理公司及社会治安部门对现场质量、治安、环卫等工作的管理和监督。11.确保文明施工的组织措施11.1文明施工目标创建整洁优良的施工环境，创建西安市文明工地11.2文明施工管理小组组长：骆德光成员：王勇、李兴发、秦珂琦、罗朋安、屈晓峰18 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计11.3文明施工保证措施（1）成立以项目经理为组长的文明施工管理小组，以市级文明工地为目标，创文明施工样板工地。（2）工地出入口设立门卫，门旁设立明显的标牌，标出工程名称、施工单位和工程负责人及工程技术负责人姓名。（3）建立文明施工责任制，划分区域，明确管理负责人，实行挂牌制，做到现场清洁整齐。（4）施工场地、进场道路及材料堆放区采取碾压处理硬化，非作业区平整干净，清除多余积土。（5）施工现场临时水、电要有专人管理，不得有长流水、常明灯。（6）施工现场临时设施，包括生产、办公、居住用房、仓库、料场、临时上下水管道以及照明、动力线路，要严格遵守有关规定及施工设计确定的施工平面图布置，搭设整齐。（7）操作地点和周围必须清洁整齐，做到活完脚下清，工完场地清。（8）施工现场不准乱堆垃圾及废弃物，应在适当地点设置临时堆放点，并定期外运，清运渣土垃圾及流体物品，要采取遮盖防漏措施。（9）施工现场设置宣传标语和黑板报，并适时更换内容，切实做到鼓舞士气，表扬先进鞭策后进。（1018 陕西省理工学校临潼新校区3#宿舍楼桩基工程施工组织设计）施工人员着装统一、整齐，实行挂牌上岗，严禁穿拖鞋、凉鞋、高跟鞋，严禁酒后进入施工现场。（11）现场使用的装载机、钻机等，要按平面固定位置停放，遵守机械安全技术规程，经常保持机身周围环境的清洁，机械的标记、编号明显，安全装置可靠。（12）场地出入处建立车辆、设备冲洗点，冲洗机械排出的污水要有排放措施，不得随地流淌。（13）所有机械必须根据机械的性能，按时定期检修、保养，并记录备案。（14）建立健全机械设备定机、定人、定岗位责任的三定制度，操作证制度、交接班制度和奖罚制度。（15）本工程实行全封闭式管理，严禁闲杂人员进入工地。12.雨季施工措施12.1冬季施工措施（1）施工人员配备冬季防护用品，严禁煤炉、电炉取暖。（2）素土挤密桩土料采取防冻，用草帘等保温材料进行覆盖，防止冻胀。（3）供、排水管线采用深埋或草帘包裹等手段防冻，以保证工程正常进行。（4）及时清理施工场地、道路上的积水及冰雪。18 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