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[资料] 独柱墩盖梁施工技术方案（带完整计算书） [复制链接]

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发表于 2010-11-06 16:46 |显示全部
独柱墩盖梁施工技术方案（带完整计算书）

盖梁施工技术方案E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
一、E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
编制依据E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
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E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
1、依据《公路工程质量检验评定标准》、《公路桥涵施工技术规范》，以及现行有关公路桥梁规范、规程、规则及标准。E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
2、汶马Ⅱ级公路相关施工图纸及有关设计说明。E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
3、我单位拥有的科技工法成果和现有的管理水平、劳力设备技术能力，以及长期从事公路建设所积累的丰富的施工经验。E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
4、本合同段招投标文件，和已审批的实施性施工组织设计。E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
二、工程概况E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
本合同段盖梁合计55个，其中独柱墩盖梁49个，最高6.2m，盖梁底宽分1.8m、2.0m两种；双柱墩盖梁6个，墩柱最高8m；由于地形及保通原因，单独采用满堂架施工满足不了施工要求，因此根据每棵墩柱的实际施工需要选用托架或满堂架施工。独柱墩底模配置8套，侧模4套，其中1.8m底模4套，2.0m底模4套；相应的托架4套，满堂架5套，托架和满堂架均同时满足1.8m、2.0m宽盖梁施工。双柱墩底模1套，侧模1套，使用的托架或满堂架与独柱墩通用，不另配置托架和满堂架。E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð
盖梁主要工程数量表E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

项目E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

单位E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

数量E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

备注E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

混凝土E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

C30E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

m3E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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88E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

C40E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

m3E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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1524E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

钢材E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

R235E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

KgE PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

HRB335E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

KgE PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

253802E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

E PÿǜÛ'(bbs.3c3t.comò°”U‰h^Žð

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