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苏溪大桥施工组织设计 [复制链接]

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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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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一、编制依据及原则ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1.ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
编制依据ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑴福厦铁路工程招投标文件；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑵工程项目的施工图纸；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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）；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑸本工程要求的质量标准、工期及我单位的创优规划；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑹我单位的实际施工水平、施工能力及机械设备。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
2.ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
编制原则ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑵严格按照施工规范和设计要求精心施工，确保工程质量；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑶确保工程施工和防洪渡汛的安全；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑷优化施工组织方案，确保工、料、机的合理配置；ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑸合理布置施工现场，确保少占山林和耕地，保护水源。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
二、工程概况ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⒈工程概况ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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⒉主要工程数量ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1.1.1工程数量表ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
序号ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
部位ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

名 称ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
单位ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
数量ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
备注ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
一ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
桩基ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
桩身C30砼ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
M3/个ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1608/60ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
钢筋ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
TÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
480ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
二ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
承台ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
C30砼ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
M3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1036.6ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
钢筋ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
TÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
25.7ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
三 ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
墩台ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
墩身C30砼ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
M3/个ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
319/5ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
台身C30砼ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
M3/个ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
518/2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
钢筋ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
TÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
3.8ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
四ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
围堰ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
M3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
1227ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⒊水文及工程地质ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑴气象特征ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑵水文情况ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑶工程地质ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⑷地震度参数ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
4.工程特点、难点及相应对策ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

（1）工程特点ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（2）工程重点、难点ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
①本桥有桩基60根，位于河流及鱼塘中，地质情况复杂。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
②墩台身及承台砼体积大。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（3）相应对策ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
三、总体施工部署ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⒈总体施工进度安排ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（1）桩基：2006年7月12日～2006年11月10日ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（2）承台：2006年9月15日～2006年11月25日ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（3）墩台：2006年10月1日～2006年12月10日ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（4）箱梁架设：2006年12月1日～2006年12月25日ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
（5）附属工程：2006年12月16日～2007年1月27日ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
⒉人员和机械安排ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

人员到场情况表ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

序号ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

工种ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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人数ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

备注ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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电工ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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钻机操作人员ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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5ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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钢筋工ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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4ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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电焊工ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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5ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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模板架子工ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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6ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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混凝土工ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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12ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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7ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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吊车司机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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8ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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挖掘机司机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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　ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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合计ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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27ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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主要施工机械设备表ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

序号ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

机械设备ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

名  称ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

规格及型号ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

数量ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

备 注ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

冲击钻ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

宝钻ZZ—5　ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

5ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

发电机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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90KWÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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吊车ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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16TÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

4ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

挖掘机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1m3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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5ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

变压器ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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315ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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6ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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装载机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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ZL50CÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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7ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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电焊机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

BX1-315-3ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

2ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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8ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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闪光对焊机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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UN1-75ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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9ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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钢筋弯曲机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

GW40ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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10ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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钢筋调直机ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

G74-14ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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1ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`

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3.临时工程建设ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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。ÅÒ0ñ4 §qbbs.3c3t.comCG¸¶Öè`
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回复：苏溪大桥施工组织设计

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回复：苏溪大桥施工组织设计

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