土方开挖施工方案

'迈皋桥创业园区经济适用房项目01地块一标段汇杰新城01地块一标段工程土方开挖施工方案编制人：编制单位：中铁建工集团审批人：编制日期：2011-2-18中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段目录一．编制依据二．工程概况三．施工部署四．具体施工五．安全管理六．质量验收标准中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段一．编制依据1、设计院提供的设计图纸2、建筑工程施工质量验收统一标准（GB50300-2001）3、建筑地基基础工程施工质量验收规范（GB50202-2002）4、建筑地基处理技术规范（JGJ79-2002）5、建筑基坑支护技术规程（JGJ120-99）6、混凝土结构工程施工质量验收规范（GB50204-2002）7、工程建设标准强制性条文·房屋建筑部分（建标[2002]219号）8、工程测量规范（GB50026-2007）二．工程概况（1）工程概况本工程位于南京市栖霞区，南靠华电北路，西临奋斗路，北临燕春路。共由6栋建筑物，地下车库及沿街商业组成，标号分别为1-6号。其中主楼建筑物层高为25-33层，框剪结构，总高度为71.4米和98.1米，均设有1层地下室，埋深约2.87～4.3米。沿街商业高2层，框架结构。地下车库埋深约3.7米。设计标高±0.00相当于绝对标高21.5m，目前需开挖场地自然地坪标高18.27m～19.72m。（2）地形地貌拟建场地现为空地，已整平。场地地势总体地形较为平坦，局部略有起伏，地面吴淞高程17.81~20.15米。根据《南京城区地貌类型图》划分，拟建场地地貌类型属岗地~冲坳沟。（3）工程地质条件本工程土方涉及开挖的土层为①杂填土、局部④-1粉质粘土，基坑底部为①杂填土、局部④-1粉质粘土，具体如下：①杂填土（Q4ml）：灰黄、灰褐、杂色，稍湿~饱和，主要由粉质粘土夹植物根茎及砖块、块石及建筑垃圾组成，结构松散。硬杂物含量约20-40%，且分布不均，无规律，中间充填建筑垃圾，土层均匀性差。该层底部分布有少量素填土。为新近回填，回填时间约3~5年。层厚2.00~8.60米。②粉质粘土（Q4al中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段）：灰黄色、灰褐色，饱和，可塑，中压缩性。无摇振反应，刀切面稍有光滑，干强度、韧性中等。场地中仅西北角、东北角、23剖面线出露外，其余缺失，层底标高7.12~13.70m，层厚0.00~6.70米。③粉质粘土（Q4al）：灰色，饱和，软-流塑，中偏高压缩性。无摇振反应，刀切面稍有光泽，干强度与韧性低。土质不均。该层土底部局部夹有少量砾石，砾径0.10-3.5cm，含量小于15％。其无侧限抗压强度qu=41.80kPa，qu’=10.92kPa，灵敏度St为3.83，属中灵敏土，场地中仅凹沟区分布,层底标高-1.90~13.20m，层厚0.00~11.00米。④1粉质粘土（Q3al）：灰黄色、灰褐色、青灰色，饱和，可塑，中压缩性。无摇振反应，刀切面光滑，干强度与韧性高。该层分布不均，部分缺失。层底标高-2.90~14.10m，层厚0.00~16.00米。④2粉质粘土混砾石（Q4al）：灰黄色、灰色，饱和，粉质粘土呈可塑状，中压缩性，无摇震反应，切面稍有光泽，干强度、韧性中等。多夹砾石，成分以硅质和石英质为主，磨圆度较好，呈次棱角~次圆状，砾径3.00~12.00cm，个别大于15.00cm，含量约10~35%，分布无规律，场地中仅东北角分布。层底标高-6.00~-4.36m，层厚0.00~4.30米。（4）水文地质条件勘察查明拟建场地地下水类型为孔隙潜水，主要赋存于浅部①层杂填土和⑤1强风化闪长岩中，①层杂填土富水性一般，透水性不均，水量较小。勘察期间实测地下水初见水位埋深0.10~1.30米，稳定水位埋深0.21~2.67米，年水位变幅约1.00米，水位变化主要受大气降水和地表水迳流补给影响。下覆基岩含风化裂隙水，其富水性与裂隙发育程度有关，⑤1强风化层含水相对较多，局部地段与①层相通。施工过程部分钻孔有漏水现象，经泥浆护壁后基本不漏水，说明基岩裂隙水透水性一般，富水性不均。其余各土层含水微弱为相对隔水层。根据场地地下水迳流、排泄条件，场地最高地下水位埋深按整平后地面下0.70米考虑。（5）设计部门施工技术要求1.基坑（槽）开挖时，不应扰动基底土的原状结构。中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段2.施工时应人工降低地下水位至施工面下500mm，开挖基坑时应注意边坡稳定，定期观测其对周围道路、市政设施和建筑有无不利影响，非自然放坡开挖时基坑支护应专门设计。3.基坑施工前应进行验槽，如发现土质与地质报告不符合时，须汇同勘探、设计、建设监理单位共同协商研究处理。4.机械开挖时应按有关规范要求进行，坑底应保留不少于200mm厚的土层用人工开挖。5.基坑回填土及其他基础回填土，必须分层夯实。（6）工程特点1.现场单体较多，场地较为狭小，开挖须合理安排开挖次序，组织交通路线，确保土方开挖顺利进行。2.地下水位较高，土质情况较差，开挖时需做好降排水和基坑支护工作。三．施工部署（1）概述针对现场状况，本工程主楼土方开挖分为三个施工段：03及04栋为第一施工段，01及02栋为第二施工段，05及06栋为第三施工段。03及04栋基坑土方开挖自东向西开挖，土方由现场西侧出口运出，开挖次序为04栋→03栋；01及02栋基坑土方自东西两侧向中间开挖，两栋同时开挖；05及06栋基坑土方自东西两侧向中间开挖，两栋同时开挖。地下车库土方开挖分为两个施工段：一区和三区在邻近建筑主体±0.00完成后进行，二区在一区和三区地下车库结构完成后进行。本工程主楼为桩基承台基础，地下车库为平板式筏型基础，地下室底标高距目前自然地面标高2.87～4.3米，承台深度1米。详见下表：栋号01栋02栋03栋04栋05栋06栋地下车库自然地坪标高18.86m18.79m19.72m18.71m19.25m18.27m19.1m土方开挖标高15.4m15.4m15.75m15.75m15.4m15.4m15.4m开挖深度3.46m3.39m3.97m2.96m3.85m2.87m3.7m（2）基坑边坡设计根据地质报告表明，基底处于粉质粘土层，考虑开挖深度为2.87m～3.97m，采用1：1自然放坡。为防止雨水对基坑壁的影响，在基坑边坡用彩条布覆盖。中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段（3）基坑边坡稳定性验算一、参数信息:条分方法：瑞典条分法；条分块数：13；考虑地下水位影响；基坑外侧水位到坑顶的距离(m)：2.000；基坑内侧水位到坑顶的距离(m)：4.000；放坡参数：序号放坡高度(m)放坡宽度(m)平台宽度(m)条分块数14.004.001.000.00荷载参数：序号类型面荷载q(kPa)基坑边线距离b0(m)宽度b1(m)1满布10.000.000.00土层参数：序号土名称土厚度(m)坑壁土的重度γ(kN/m3)坑壁土的内摩擦角φ(°)内聚力C(kPa)饱容重(kN/m3)1填土4.0017.008.008.0017.00二、计算原理:根据土坡极限平衡稳定进行计算。自然界匀质土坡失去稳定，滑动面呈曲面，通常滑动面接近圆弧，可将滑裂面近似成圆弧计算。将土坡的土体沿竖直方向分成若干个土条，从土条中任意取出第i条，不考虑其侧面上的作用力时，该土条上存在着：1、土条自重，2、作用于土条弧面上的法向反力，3、作用于土条圆弧面上的切向阻力。将抗剪强度引起的极限抗滑力矩和滑动力矩的比值作为安全系数，考虑安全储备的大小，按照《规范》要求，安全系数要满足>=1.3的要求。中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段将抗剪强度引起的极限抗滑力矩和滑动力矩的比值作为安全系数，考虑安全储备的大小，按照《规范》要求，安全系数要满足>=1.3的要求。三、计算公式:式子中：Fs--土坡稳定安全系数；c--土层的粘聚力；li--第i条土条的圆弧长度；γ--土层的计算重度；θi--第i条土到滑动圆弧圆心与竖直方向的夹角；φ--土层的内摩擦角；bi--第i条土的宽度；hi--第i条土的平均高度；h1i――第i条土水位以上的高度；h2i――第i条土水位以下的高度；γ"――第i条土的平均重度的浮重度；q――第i条土条土上的均布荷载；中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段其中，根据几何关系，求得hi为：式子中：r--土坡滑动圆弧的半径；l0--坡角距圆心垂线与坡角地坪线交点长度；α---土坡与水平面的夹角；h1i的计算公式当h1i≥hi时，取h1i=hi；当h1i≤0时，取h1i=0；h2i的计算公式：h2i=hi-h1i；中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段hw――土坡外地下水位深度；li的几何关系为：四、计算安全系数:将数据各参数代入上面的公式，通过循环计算，求得最小的安全系数Fs：--------------------------------------------------------------------------------------计算步数安全系数滑裂角(度)圆心X(m)圆心Y(m)半径R(m)第1步1.35628.8351.6665.7475.983示意图如下：--------------------------------------------------------------------------------------计算结论如下：第1步开挖内部整体稳定性安全系数Fs=1.356>1.30满足要求![标高-4.000m]四．具体施工1.测量定位中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段开挖前采用经纬仪进行定位放线确定承台、地梁的位置，随后用白灰洒出坑底、坑顶边线作为挖机作业的指导线。2.基础开挖形式采用大开挖，基坑上口宽度按基础垫层外边增加500再加上放坡宽度计算。3.每个施工段计划安排1台大挖机，1台小挖机，小挖机配合大挖机掏挖土。运输车每段配备25辆，确保挖机正常运作。4.开挖采用分层分段后退进行，严格控制开挖标高，随时抄平，严禁超挖，第一次开挖深度不超过2米，然后再挖至地下室底标高以上10cm处，余土采用小型挖机和人工进行修正，确保基底土方不被扰动。5.开挖时，注意承台内桩的位置，严禁挖机碰撞桩头，以免对桩身造成破坏。桩身周边余土采用人工进行清除。6.开挖至坑底后，人工清除管桩孔内余土，便于桩头处理。7.本工程不考虑现场堆放土方，土方全部外运。8.基坑的降排水本工程的地下水类型为孔隙潜水，主要赋存于表层土，下层土微弱透水性，根据土质情况基坑内仅需采用明排水做降水处理。基坑底部外侧一圈均设置300*300排水沟，并且在四角和中部设置集水井，以防基坑大面积积水，井及沟及时用水泵将水排至坑外下水道，并随着挖土的进展逐层设置。在基坑顶周边设置截水沟，保证坑外的水不流入坑内。中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段（五）开挖注意事项（1）基坑周边2m范围内严禁堆载任何重物。（2）开挖时严禁抓斗猛力扰击边坡，影响边坡稳定。（3）每天安排专人对所有基坑周边土体进行巡查，如出现异常情况及时汇报，防止出现塌方等情况。（4）土质不符合设计要求时，应会同监理工程师、设计单位共同研究处理方案。（5）挖机回转半径内严禁站人，以免发生碰伤、坠物伤人等现象。（6）土方车辆行车路线上安排专人指挥交通，避免出现堵车、交通事故等。（六）基坑维护①基坑形成后，在四周及主要通道部位设置1.2米高红白油漆相间的防护栏杆，要有醒目标志、警示牌，上下基坑设置专用通道。②夜间必须有足够的照明，并有专职人员巡视，如有情况应及时处理。③搅拌桩顶设置定位点，测量员定期进行测量检查，对基坑边坡变形数据随时掌握，保证基坑边坡支护安全。五．安全管理中铁建工集团有限公司-13- 迈皋桥创业园区经济适用房项目01地块一标段①基坑开挖操作时应随时注意，基壁的土质变动情况，如发现裂纹或坍塌应及时进行支撑或放坡。②施工机械在施时应有监控人员随时监控指挥，避免机械的无序施工和与交叉作业。③组织好车辆运输路线及施工道路，保证其施工的正常、安全。②班前应就施工用机械进行检校，禁止车辆机械的带病上岗。六．质量验收标准土方开挖工程质量检验标准（mm）项序项目允许偏差或允许值检验方法校基基坑基槽挖方场地平整管沟地（路）面基层人工机械主控项目1标高-50±30±50-50-50水准仪2长度、宽度（由设计中心线向两边量）+200-50+300-100+500-150+100-经纬仪，用钢尺量3边坡设计要求观察或用坡度尺检查一般项目1表面平整度2020502020用2m靠尺和楔形塞尺检查2基底土性设计要求观察或图样分析内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8GK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$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*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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^GjqvadNu##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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