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苏溪大桥施工组织设计 [复制链接]

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阿杜

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发表于 2008-06-28 08:08 |只看楼主

苏溪大桥实施性施工组织设计Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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一、编制依据及原则Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
1.Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
编制依据Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑴福厦铁路工程招投标文件；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑵工程项目的施工图纸；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑶《客运专线铁路桥涵工程施工质量验收暂行标准》、《铁路混凝土工程施工质量验收补充标准》（铁建设[2005]160号）；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑷我单位对施工现场和周围环境的实地勘察、调查所掌握的情况；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑸本工程要求的质量标准、工期及我单位的创优规划；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑹我单位的实际施工水平、施工能力及机械设备。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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2.Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
编制原则Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑴科学安排施工、突出重点，兼顾一般，安排好控制工程的工期，确保工程总工期的实现；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑵严格按照施工规范和设计要求精心施工，确保工程质量；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑶确保工程施工和防洪渡汛的安全；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑷优化施工组织方案，确保工、料、机的合理配置；Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑸合理布置施工现场，确保少占山林和耕地，保护水源。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑹尽量减少施工对当地群众正常生活生产的影响，文明施工，保护环境。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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二、工程概况Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⒈工程概况Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

苏溪大桥位于渔溪镇柳厝村、下里村。起讫里程为D1K68+910.26～D1K69+120.1，全桥长209.88米，直线桥。大桥的中心里程为D1K69+015.00；本桥环境水对砼无侵蚀性。本桥基础除0#台按摩擦桩设计外，其余墩台均按柱桩设计，桩身需嵌入基岩弱风化带（W2）不少于2m且不少于设计桩长。本桥上部结构为6×32有碴轨道后张法预应力后张简支箱梁。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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⒉主要工程数量Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

1.1.1工程数量表Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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序号Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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名 称Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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单位Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
数量Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
备注Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
一Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
桩基Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
桩身C30砼Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
M3/个Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
1608/60Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
钢筋Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
TЭi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
480Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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二Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
承台Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
C30砼Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
M3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
1036.6Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
钢筋Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
TЭi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
25.7Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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三 Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
墩身C30砼Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
M3/个Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
319/5Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
台身C30砼Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
M3/个Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
518/2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
钢筋Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
TЭi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
3.8Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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四Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
围堰Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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M3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
1227Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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⒊水文及工程地质Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑴气象特征Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
本桥所在地区属亚热带海洋季风气候，温和湿润，雨量充沛，四季不甚分明，冬无严寒，夏季酷热。年平均气温约20℃，一月平均气温为16.1℃，七月平均气温为28.5℃，七月至九月气温最高，最高气温38℃～39.4℃；一月至二月气温最低，最低气温-2℃～-3℃，偶有霜冻。多年平均降雨量1093.7～1432.0mm，雨量多集中在3～9月。10月至次年2月少雨，天高气爽。7～9月为台风暴雨期，全年大于25 mm的降雨 日为12.3天～15.8天。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑵水文情况Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
苏溪大桥下为苏溪，水流不大。沿线是渔塘、低地。沿线水质经普查资料分析，对混凝土无腐蚀。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑶工程地质Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
线路地处东南沿海，地貌单元主要为低山丘陵地貌、滨海平原台地地貌及冲积平原地貌。本桥地层岩性覆盖层第四系土层，主要地层依次为粉质粘土，卵石土，全风化、强风化、弱风化花岗岩。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⑷地震度参数Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
本桥所处地震动峰值加速度为0.1g，地震动反应谱特征周期0.45S。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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4.工程特点、难点及相应对策Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

（1）工程特点Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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①本桥处于苏溪及鱼塘范围内，需要涉及改沟，鱼塘及河流处需围堰、抽水，填筑便道等，施工干扰比较大。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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②该地区属于亚热带海洋季风气候，温和湿润，雨量充沛，雨量多集中在3～9月， 7～9月为台风暴雨期，全年大于25 mm的降雨 日为12.3天～15.8天，给施工带来了很多影响。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（2）工程重点、难点Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
①本桥有桩基60根，位于河流及鱼塘中，地质情况复杂。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
②墩台身及承台砼体积大。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（3）相应对策Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
①根据桥位地质情况，钻孔桩采用冲击循环钻机钻孔，以加快施工进度。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
②大体积墩台身砼施工浇筑时，采用降低水化热的措施，加强温控，避免出现大体积砼温度裂纹。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
③0＃台、1＃墩、6＃台施工时，先采用草袋围堰，然后筑岛填土分层压实。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
三、总体施工部署Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⒈总体施工进度安排Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
桥梁工程由一个桥梁专业施工队担负施工，施工队就近租住砖厂厂房，为生活、生产区。主要负责苏溪大桥下部结构施工。计划 2006年7月12日开工， 2007年1月27日前完工，施工计划工期为6.5个月。桥梁工期计划见桥梁工期要求。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（1）桩基：2006年7月12日～2006年11月10日Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（2）承台：2006年9月15日～2006年11月25日Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（3）墩台：2006年10月1日～2006年12月10日Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（4）箱梁架设：2006年12月1日～2006年12月25日Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
（5）附属工程：2006年12月16日～2007年1月27日Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
⒉人员和机械安排Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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人员到场情况表Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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序号Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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工种Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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人数Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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备注Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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电工Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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钻机操作人员Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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5Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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钢筋工Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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4Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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电焊工Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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5Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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模板架子工Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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2Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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吊车Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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16TЭi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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315Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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1Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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BX1-315-3Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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UN1-75Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ

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3.临时工程建设Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
A． 便道便桥:根据现场调查，从324国道K67+500处下里小学对面有一村庄道路可以进入苏溪大桥桥址，经过一旧砖厂，穿过鱼塘埂大约150m，即可进入1#墩位置。鱼塘埂需要拓宽处理，计划利用旧砖厂费旧砖垫路，加宽至4.5m，并压实处理，以方便今后车辆机械进出。0#桥台位于1#墩对面的鱼塘埂位置，有一条约20m宽的河沟隔开，钻孔机械可从324过道进入柳厝村，穿过村庄和稻田可到达0#台位置，但考虑到施工人员的方便，在河沟上用木头搭设一简易便桥，方便施工。6#台在5#墩所在位置鱼塘埂对面的鱼塘埂上，相隔一条约30m长的河沟，钻孔机械可以从6#台位置附近的乡村便道进入，为了方便施工，在河沟上搭设一简易便桥。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
B． 变压器：桥址附近电源充沛， 在桥址中央增加一台315KW的变压器，以满足钻孔桩、输送泵等大功率机械设备的正常使用。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
C． 用水方案：桥址附近水源丰富，可利用河沟的水进行施工用水，生活用水可以从附近村庄解决。Эi°rÎ –Pbbs.3c3t.comS¼Ë(¡–·Œ
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