文档介绍：薆袀蚀轻型井点降水袈羄施羃工蚀方羅案螆蚂蝿XX工程公司莆年月日膄目录蒁衿一、工程概况···································································2螇二、编制依据····································································2袆三、降水方案选择·······························································2蒄四、井点降水相关计算·························································3罿五、主要降水设备·······························································6芈六、施工工期·····································································7莄七、井点施工方法·······························································7芃八、质量标准及质量保证措施················································8聿九、危险点分析································································10虿十、安全生产及文明施工措施···············································10肅十一、环保措施································································11肂腿螅薃螀艿工程概况膆本期设计为2×600MW亚临界汽轮发电机组。芅工程地质情况:本工程持力层采用③圆砾层做持力层,③圆砾,~,~。④细中砂层,~。~。⑤圆砾层分布于④层之下。~。⑥粘土(残积土),褐色,稍湿,坚硬,覆于凝灰岩之上。。袃编制依据艿《火电施工质量检验及评定标准》薇《电力建设施工及验收技术规范》蚃《建筑施工计算手册》薂临时土方开挖图纸荿降水方案选择羈该项目地处伊敏河畔,属砂砾地质结构,渗透系数为150m/天,容水量大,受降水影响地下水位波动变幅1-2m。枯水期在-6m左右。而本工程大部分建筑物埋深在-6m,处于临界状态,丰水期就无法施工,本工程采取的措施是:采用明沟、集水井的方式进行作业层表面水的降水。在枯水期柱、基础底脚施工完、回填完,防止丰水期淹没,以减少降水施工的降水费用。基础埋深超过-6m的,采用局部井点降水。莅本工程主厂房基础底标高为-,不须采用井点降水,而循环水泵坑及汽轮机基础底标高为-,可采用轻型井点降水。基础平面基底长度约为50m,宽度约为36m。基础埋深为见施工图,地面持力层为圆砾层,井点降水可以避免大量涌水、冒泥、翻浆,而且在砂砾地层中开挖基坑时,可防止流砂现象发生,渗流向下改善土的性质,使基底土质更加密实,结合本工程基础施工主要在枯水期期间,周期较长的特点,采用轻型井点降水法,沿建筑物环状布置进行人工降水。同时基坑二角设集水箱配合4台QY-。莁井点降水相关计算蒈1、井点管的埋设深度荿H≥H1+h+iL+l袃式中H——井点管的埋设深度(m)莄H1——井点埋设面至基坑底面距离(m)——基坑中央最深挖掘面至降水曲线点的安全距离(m)——井点管中心至基坑中心的短边距离(m)取27薅i——降水曲线坡度取1/10膃l——滤管长度(m)≥++27×1/10+=、涌水量计算羂螈(2H-S)S芈LgR-LgXO螄Q=——井点系统总涌水量(m3/d)螃K——渗透系数(m/d)取150袈H——含水层厚度(m)计算暂取11m袅R——抽水影响半径(m)计算取91羄S——水位降低值(m),——基坑设想半径(m)计算取24羈本工程以无压非完整井计算芆蚆(2×11-)×-Lg24莂Q=×150蚇肄=8818m3/d莄3、计算井点管数量和间距蒁单井出水量q=65πdl×3K肈=65××××3150螆=65m3/d肃需井点管数