5#楼基坑开挖及边坡支护工程施工方案

'怀仁县怀贤商业步行街改造工程（第四标段）5#楼基坑开挖及边坡支护工程施工方案昌陆建筑工程集团有限公司2012年7月 目录一、工程概况二、场地工程地质条件三、编制依据四、施工准备工作五、施工平面布置六、分项工程施工方法七、质量要求和措施八、安全要求和措施九、环保要求和措施附件及附图一、5#楼西南角支护剖面示意图二、5#楼西坡、西北角支护剖面示意图三、5#楼东坡支护剖面示意图四、土钉钉头构造图、土钉墙面层剖面示意图五、坑底排水沟施工大样图 怀仁县怀贤商业步行街改造工程（第四标段）5#楼基坑开挖及边坡支护工程施工方案一、工程概况本工程为怀仁县怀贤商业步行街改造工程（第四标段）5#楼基坑开挖及边坡支护工程。该工程场地位于山西省朔州市怀仁县怀贤商业步行街，框剪结构，两层地下室，基础采用CFG桩基础，该建筑主楼东西长约81.4m，南北宽约21.5m，基坑±0.000相当于绝对高程为1034.454m。本工程的施工特点是：地处繁华市区，交通与环保管制严格，施工场地窄小，工序多，工期要求急，施工中必须采取措施减少振动和噪声，安排好作业班次和工作面，白天支护边坡，夜间挖运土方，各分项工程互创施工条件，抓好工序搭接和流水作业，确保施工任务按期完成。二、场地工程地质条件根据山西省第十地质工程勘察院提供的《怀仁县怀贤商业步行街改造工程岩土工程勘察报告》，基坑开挖影响深度范围内的土层情况如下：土层土层描述层厚层底埋深层底标高①杂填土灰褐色、褐黄色、松散，稍湿，主要由粉土、砖、石块和垃圾组成，局部为素填土，结构和成分不均匀。0.5-8.80.5-8.81027.29-1036.50湿限性粉土灰褐色、褐黄色、松散，稍湿，干强度低，韧性低，无光泽反应0.3-6.82.5-8.01025.19-1032.23-1粗砂褐黄色、中密、稍湿，颗粒均匀，分选性中等，局部变相为中砂0.5-2.2 粉土褐黄色、土黄色、松散，稍湿，干强度低，韧性低，无光泽反应，夹粉砂夹粗砂薄层，局部相变为粉质粘土1.2-7.25.2-10.71022.57-1029.62粗砂褐黄色、中密、稍湿-湿，分选性中等，局部相变为中砂或夹粉质粘土薄层0.9-5.68.2-14.51019.36-1025.74粉质粘土褐黄色、土黄色、可塑、稍有光滑，干强度中等，韧性中等，含粉砂，见铁猛质氧化物，局部相变为粉土或夹粗砂薄层1.0-12.9同时，根据现有图纸描述，从施工现场西侧二层民房地坪标高0.8m往下，5#楼西南角及东坡土质情况依次为杂填土（1.5m）、湿限性粉土（5.5m）、粉土（10.5m）、粗砂（12.5m）及粉质粘土（15.0m）。三、编制依据1、《怀仁县怀贤商业步行街改造工程岩土工程勘察报告》2、《5#楼CFG桩位平面图》3、工程测量规范（GBJ50026-93）4、建筑边坡工程技术规范（GB50330-2002）5、建筑地基基础设计规范（GB50007-2002）6、建筑地基基础工程施工质量验收规范（GB50202-2002）7、混凝土结构工程施工质量验收规范（GB50204-2002）8、建筑工程施工质量验收统一标准（GB50300-2001）9、建筑机械使用安全技术规程（JGJ33-2001）10、施工现场临时用电安全技术规程（JGJ46-2005） 11、建筑施工高处作业安全技术规程（JGJ80-91）12、建筑施工安全检查标准（JGJ59-99）13、建设工程施工现场供用电安全规范（GB50194-88）14、建筑基坑支护技术规程（JGJ120-99）15、建设工程文件归档整理规范（GB/T50328-2001）四、施工准备工作1、全面调查施工现场和锚杆深度范围内的地上、地下障碍物，制定排障计划和处理方案，并加以实施。2、根据建设单位提供的建筑控制桩、水准点和施工图纸，进行测量放线工作。基坑开挖范围内所有轴线桩、水准点都要引出机械施工活动区以外，并采取措施加以保护。3、根据轴线桩、施工图纸，测放5#楼基坑开挖线，并加以保护。4、施工用电和施工照明：根据机械配备型号和数量及钢筋加工等用电，计算本工程高峰用电量，建设单位提供的变压器应大于高峰用电量。临时供电线路采用90mm2橡皮电缆，并设置5个电闸箱供护坡和排水施工用电。在现场搭设4个高2m的照明灯架，每个灯架安装镝灯2000kW。工作面、坡道口安装碘钨灯活动灯架1~2个，供夜间施工照明用。根据施工方案和施工图纸进行机械设备和钢筋、水泥、砂石、钢绞线等材料的准备。五、施工平面布置1、运料出入口设在5#楼东南侧，运土汽车由5#楼基坑北侧外运。 2、施工机具及砂石料场设在基坑南侧中间位置。砂石、水泥、钢筋、钢绞线等原材料须按计划分期、分批进场。六、分项工程施工方法1、土方工程（1）机械选择城市建设中的基坑开挖一般选择反铲挖土机，配备自卸汽车挖运施工,本工程也是如此。（2）施工工艺流程5.5m7.9m120021500325701580033030814001区2区北5#楼基坑开挖示意图如上图所示，挖土范围：西、南、北三侧面基底为最外侧桩边外扩1.5米工作面，东侧为裙房最东侧轴线外扩2.2米。西面1区开挖深度约7.9米，分为5步，每步开挖约1.5米，东面、南面、北面2区开挖深度约为5.5米，分为2层，每层为2.75米，开挖至图纸设计高程-7.27m(±0.000绝对高程为1034.454m)。现场土质为普硬土，机械开挖需在槽、坑和沟边上作业。据现场实测，基坑开挖深度约为5.5~7.9米。西南角、西北角及西侧因场地窄小，故开挖坡度均为1:0.3；东侧存在施工道路，开挖坡度为1:0.4 ；南北两侧开挖坡度为1:0.6。（具体基坑尺寸以现场实测实量为准）设备进场→场地平整→施工放线→地上、地下障碍物清除→第一层开挖→第二层开挖→第N层至预留土层标高→土方收尾施工→工程验收→后续施工。土方外运：挖土机挖土装车→运土车现场出口处清扫、冲洗轮胎→出场外运→渣土消纳场卸土。（3）施工工序基坑正式开挖前应进行场地平整，暴露的地下障碍物也应提前挖除。挖土机挖土应配合护坡支护施工，每步开挖至相应护坡施工标高。施工时首先开挖周边土方，然后向中间开挖。土方开挖要为土钉及锚杆施工留置工作面，土钉施工工作面宽度与土钉长度相符合。对于中间区域土体可分2步开挖至槽底，每步挖深不宜超过3m。土方收尾坡道即为基坑东北侧进出口，坡道口宽度不宜小于6m。土方收尾后期，用挖掘机坐落于坡道，将坑内少量剩余土方直接挖土装车，运土车辆停放在土方收尾平台上方地面。2、边坡支护工程（一）施工机具配备空压机、混凝土喷射机、注浆泵、砂浆搅拌机、切割机、电焊机各1台；高压水管200m；配电箱2只；人工洛阳铲5把。（二）施工要求1、土钉杆体采用18或20三级螺纹钢筋（施工详图附后）。2、预应力锚杆采用1φ15.24（1860）钢绞线，预应力锚杆之间采用14#槽钢连接，单根预应力锚杆拉拔力不小于10T。3、土钉、预应力锚杆水平方向间距为1.5m，与水平方向夹角为8~10° ，采用人工洛阳铲成孔，土钉成孔直径为100mm，锚杆直径为150mm。土钉长度包括弯钩长度，土钉全部加焊Φ6.5居中隔离架制作而成，土钉弯头与水平压筋采用直角弯筋焊接在一起。4、在基坑壁上，土钉、预应力锚杆呈梅花形布置，钢筋网片采用Φ6.5@200mm×200mm。基坑边缘设置散水，散水内置钢筋网并用水泥砂浆抹面，散水宽度800mm，适度向外做坡，使雨水从基坑边缘自然外排。5、喷射混凝土施工时，绑扎钢筋网片前应根据设计要求按放坡比例将坡面清理平整，清除松散浮土及松动块状物，网片钢筋纵筋搭接后必须焊接牢固。6、土钉面层采用强度为C20的细石混凝土（粗骨料采用粒径为0.2~1.0cm石屑，细骨料为细砂，水泥为P.S.A32.5水泥），平均厚度为80~100mm，配合比为水泥:沙:石子=1:1.5:2，水量控制在最小回弹率为宜。7、土钉注浆材料采用水泥浆，水灰比为0.45~0.5，水泥采用P.S.A32.5。水泥浆应搅拌均匀，随拌随用。土钉及注浆锚管的注浆压为第一道为0.3Mpa终了不低于0.5Mpa，并在稳压下持续压浆1分钟以上，确保注浆充盈，水泥浆强度等级大于M10。8、根据《锚杆喷凝土支护技术规范》GBJ86-85第8.1.2条：每喷射50-100立方米混合料或小于50立方米混合料的独立工程，不得少于一组，每组试块不得少于3个，材料或配合比变更时，应另作一组。9、基坑底部沿四周增设排水沟，排水沟外侧为喷射混凝土面层，两侧砌筑120mm厚红砖后采用1:2水泥砂浆抹灰处理，排水沟底宽200mm。同时在基坑底边设置6~8个集水井，直径0.6m，井底低于坑底0.8m，集水井内侧同样砌筑120mm厚红砖后同样采用1:2水泥砂浆抹灰处理，集水井底部 浇筑100mm细石混凝土。排水沟的深度需根据集水井设置情况放坡处理后，浇筑50mm细石混凝土。10、南、北坡面坡比均为1:0.6，采用钢丝网喷护，网格间距30mm×30mm。面层砼强度满足C20的要求，厚度为50mm。11、基坑坡面可根据土质含水情况增加泄水孔。七、质量要求和措施（一）基本要求（1）遵守国家施工及验收规范以及有关季节施工的规定。（2）按照工程监理要求的检验程序、项目，进行质量过程控制，做好自检、预检和隐蔽工程验收，并交验各种资料，填报各种报表。（3）原材料、半成品、成品要有出厂质量证明和试（检）验报告。（4）建立工程质量保证体系和质量管理责任制，做好各级质量交底。（二）土方工程（1）本工程采用机械挖土，允许偏差值（mm）如下：标高：±50；长度、宽度：+500-150（2）在土方挖运施工中，尽量避免扰动原土层。（三）扩坡工程（1）钢筋主筋、钢绞线要有材质试验报告，钢筋焊接接头也要有焊接试验报告。（2）锚杆及土钉墙支护工程质量检验标准序号检查项目允许偏差或允许值检查方法单位数值1锚杆土钉长度mm±30用钢尺量2锚杆锁定力设计要求现场实测3锚杆或土钉位置mm±100用钢尺量 4钻孔倾斜度mm±1测钻机倾角5注浆量设计要求试验送样6土钉面层厚度mm±10用钢尺量7墙体强度设计要求试验送样八、安全要求和措施（1）开工前全面调查地上、地下障碍物和管线情况，进行具体位置交底，对暂未处理的要树立明显标志。（2）根据本工程场地受限、机械施工、配合工种多的特点，制定安全措施，建立安全责任制并定期开展安全活动。（3）各分项工程、各种机械、各工种要遵守各自的安全操作规程，注意相互间的安全距离，施工机械不得撞击护坡、锚头、护壁，也不得碰压排水管、测量桩点等。（4）要执行现场施工用电规定，非专业人员禁止动用机电设备，要经常检查供电线路、闸箱、机电设备的完好和绝缘情况，供电线路要架空或埋入地下，防止机械碰压。（5）基坑四周要搭设防护栏，深度超过2.0m时要搭设马道或设置专用上下梯子。基坑底部周边设置排水沟和集水坑，当有雨水时通过水泵及时外排。（6）机械挖土现场出入口要设安全岗，配备专人指挥车辆，汽车司机要遵守交通法规和有关规定，按指定路线行驶，按指定地点卸土。（7）要遵守本地区、本工地安全、保卫、场容、消防、市容、环卫、交通等管理规定。要加强对民工的管理教育，民工要有“三证”，做到合法用工，上岗前要进行安全交底和安全教育。九、环保要求和措施（1 ）尽量选择噪声低、振动小、公害小的施工机械和施工方法，减小对现场周围居民的干扰，同时做好周围居民的安抚工作，取得谅解，相互配合。（2）空压机等施工机具不得带病工作，并要搭设隔声棚，各种机械作业时尽量减少噪声，禁止在现场鸣笛轰油门。（3）要控制运土汽车容载量，汽车驶出现场前要配专人拍实车槽，盖好苫布，为防止汽车轮胎夹带土污染道路，在现场出口设排水沟，用高压水枪冲洗轮胎。（4）搞好门前卫生“三包”，加大清扫人力，随时检查运土沿途汽车遗撒情况，及时清扫清理。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^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&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!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^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&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!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##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!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##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!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE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