盖板桥专项施工方案(修改后).doc

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淮南煤矿棚户区改造李郢孜新村项目配套市政道路盖板桥专项施工方案武汉建工第三建筑有限公司淮南煤矿改造站前路新李郢孜道路项目部2011年5月8日一、盖板桥总体概况新李郢孜共有3座盖板桥，分别为k0+251.012（净宽5米、净高7.57米）、k0+417.077（净宽5米、净高7.20米）和k0+582.678（净宽5米、净高6.69米），上部结构采用预制钢筋混凝土盖板，下部结构采用片石混凝土重力式桥台和钢筋混凝土扩大基础；3座盖板桥总长217延米，预制钢筋混凝土盖板217块。二、施工依据及技术规范1、工程设计及新李郢孜道路工程施工图2、公路桥涵设计通用规范3、公路砖石级混凝土桥涵设计规范4、公路钢筋混凝土及预应力混凝土桥涵设计规范5、公路桥涵施工技术规范三、质量目标 合格四、技术指标1、车辆荷载：公路一级2、人群荷载：按城市桥梁设计荷载标准五、工期要求 计划3个月（见附表 总工期计划表）六、主要材料预制钢筋混凝土盖板采用c30混凝土，台帽采用c30混凝土，台身采用c25片石混凝土，基础采用c25钢筋混凝土，其受力钢筋及构造为hpb335级钢筋和r235级钢筋。七、施工要点1、装配式钢筋混凝土预制盖板按99厘米预制；2、盖板搭接、安装完毕后，采用m30水泥砂浆填充台背与盖板的间隙，其强度达到设计强度的70%后，再进行台后填土；3、预制盖板在混凝土强度达到设计强度70%后，才可脱模、移运和堆放，堆放时应在两端搁置，不得倒置，起吊采用钢丝绳绑捆吊运；4、台后填土范围不小于2倍孔径，选用透水性良好的粗粒土，分层填筑，压实度不小于96%。八、现场环境和地形本项目淮南矿业集团棚户区改造李郢孜新村的市政配套市政项目，路线走向通过居民区，要大范围的进行拆迁。目前还有若干户居民建筑未拆迁，特别是盖板桥所在沿岸的建筑，紧挨着待建的的盖板桥。另外，k0+251.012盖板桥和k0+582.678盖板桥基坑开挖，岸边垂直距离淤泥最大6米，清淤约3米，使得落差约9米，施工有难度；k0+417.077盖板桥左侧建筑物未拆迁，影响导流渠的施工，需要及时解决。九、施工指导思想 质量第一、安全为主十、施工方案 由于盖板桥的施工受地形限制，施工时充分考虑施工安全，采取以下施工步骤和方案：1、对影响施工和施工安全的建筑物拆迁，以保证基坑施工安全；由于基坑距离岸边较深，采取阶梯开挖，每个阶梯宽1.5米，高2米，边坡1:1，坡面采用c15混凝土防护；影响施工安全的建筑物，采用挖孔桩进行支护。由于本项目3座盖板桥基坑均大于5米，属于深基坑，且位于居民区，地形、地势复杂，采取坡面防护和挖孔桩支护相结合的基坑防护措施。2、导流渠方案（1）原排水沟现状k0+251.012盖板桥下接延长原排水石拱涵，原石拱涵建于上个世纪五六十年代，长600米，多年淤积未清理，出水口为石拱涵上部拱圈，宽度3米，高度（拱顶至淤泥）1.2米，出水口下游在我待建盖板桥范围内流水纵坡0.75% 。k0+417.077 盖板桥上接延长原排水石拱涵，原石拱涵建于上个世纪五六十年代，长95米，多年淤积未清理，出水口为石拱涵上部拱圈，宽度3米，高度（拱顶至淤泥）1.8米。k0+582.678 盖板桥独立建造，原排水沟内淤泥多年未清理；左侧洞口距离铁路边5.24米，右侧洞口距离原谢李路边2.4米。k0+417.077 和k0+582.678盖板桥位于第二座原排水沟石拱涵的上下游，流水纵坡0.168%。我项目部对原排水沟石拱涵的过水断面（包括已淤积多年石拱涵内的淤泥）进行了测量，面积为17.565m2。后附：原排水石拱涵横断面图（2）导流渠的布置和结构形式1）平面布置以本项目的地形和总体规划图为平面布置导流渠的标准，合理布置导流渠的平面位置，既满足施工需要，又保证施工安全；后附：k0+251.012盖板桥导流渠平面布置图k0+417.077盖板桥导流渠平面布置图k0+582.678盖板桥导流渠平面布置图2）过水断面设置考虑满足原石拱涵的过水断面面积，3座盖板桥的导流渠过水断面几何尺寸如下： k0+251.012 3.6米深，边坡1:0.75, 过水断面面积20.52m2; k0+417.077 3.7米深，边坡1:0.75, 过水断面面积21.36m2; k0+582.678 3.7米深，由于该盖板桥左侧洞口距离铁路5.24米，右侧洞口距离原道路2.4米，且路边有瓦斯气管道，采用挖孔桩支护，边坡垂直，由于受客观地形限制，过水断面面积11.07m2, 建议该盖板桥汛期后施工：后附：k0+251.012盖板桥导流渠横断面图k0+417.077盖板桥导流渠横断面图k0+582.678盖板桥导流渠横断面图3）导流渠内坡面防护k0+251.012 c15钢筋混凝土护坡，厚10厘米，钢筋r235级钢筋，20cm20cm间距；局部松散坡面用浆砌毛石护坡，防止淤堵；k0+417.077 c15钢筋混凝土护坡，厚10厘米，钢筋r235级钢筋，20cm20cm间距；局部松散坡面用浆砌毛石护坡，防止淤堵；k0+582.678 c15钢筋混凝土护壁，厚10厘米，钢筋r235级钢筋，20cm20cm间距.3）导流渠底部高程控制k0+251.012 底部高程 31.55 采用待建该盖板桥流水底部高程，纵坡1%；k0+417.077 底部高程 31.05 采用待建该盖板桥流水底部高程，纵坡1%；k0+582.678 底部高程 30.95 采用待建该盖板桥流水底部高程，纵坡1% 。4）导流渠形式3座导流渠形式为明渠。5）为方便人员、机械和材料进出施工现场，搭设施工便桥，下部结构为c15毛石混凝土扩大基础、c25混凝土桥台，上部结构为c30钢筋混凝土盖板，净宽5米，净高4米。（3）导流渠的施工方案由于导流渠开挖8-9米深，为保证施工安全，采用机械分级开挖，3-4米留一个台阶，宽1.5米，坡度1:0.75 ，坡面采用钢筋混凝土防护；开挖土方用自卸车弃运。k0+251.012盖板桥 待导流范围内的结构物完工后，在基础内侧2边用钢模板围堰，恢复原流水走向。（3）人员和机械的组织1）施工员 魏广德2）技术员 戴山山3）施工队 陈传乔4）民 工 16人5）机 械 挖掘机1台，自卸汽车8台6）小型机具 若干（4）工期20天（5）导流渠施工原则质量第一，安全为主；施工结束后，先引水入渠，观察是否满足流水需要，再进行围堰施工。（6）应急措施1）成立汛期应急小组，由政府部门、建设单位和施工单位组成；2）施工单位时刻关注天气变化，现场有值班人员和应急机械；3）由于政府有关部门对上游汛期内水文熟悉，在极端天气出现非常降雨，发出预警，施工单位恢复原排水沟流水走向。特别建议：鉴于2010年9月3日的极端天气造成的损失及影响，考虑上游排水涵洞的多年淤积，形成的“瓶颈”，综合往年汛期时的上游水文状况，建议恳请在冬季枯水期施工。3、基坑开挖，2台挖掘机接力开挖，汽车弃运。4、验槽5、盖板桥主体施工6、台背填土7、桥面系施工十一、施工流程图合格后施工准备基坑加固导 流盖板预制基坑开挖（清淤）基坑支护验 槽垫 层钢筋混凝土基础片石混凝土桥台台 帽盖板安装台背填土锥坡桥面系施工钢筋加工十二、施工方法（一）基坑开挖（清淤）工程根据己放出的基坑边线和下挖深度,采用挖掘机配合自卸汽车进行基坑淤泥挖掘,根据开挖深度、开挖面积和土质稳定情况,采取2台挖掘机接力开挖，回填素土，形成新的工作面，挖掘机前进，向前继续清挖淤泥，如此反复至淤泥尽头，再后退将回填的素土挖走。挖至接近基底标高时保留200300mm一层,略微整平后,在基础施工前再采用人工突击挖除,修整至设计标高。开挖过程中和开挖完后均须注意做好排水工作,基坑四周挖出集水沟,引至设置于基础外的集水井,用潜水泵抽出,以免基底被水浸泡,影响地基承载力。基坑开挖注意事项：1、基坑开挖前首先做好地面排水,并根据地形在上坡处的适当距离设置截水沟排水,以免影响坑壁稳定。2、若地下水位较高基坑开挖后有积水,应在基坑边角处挖一集水