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[重庆]大跨度模板专家论证方案(专家论证版)

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[重庆]大跨度模板专家论证方案(专家论证版)——本资料为[重庆]大跨度模板专家论证方案(专家论证版),共119页。资料概况:本工程的高大模板支撑体系特点:1)、高支架最大面积为137㎡、报告厅大跨径梁最大面积为664m2;2)、门厅、主席台为高支架梁,最大支撑高...

人工挖孔桩专家论证方案(重庆地区专家论证)

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i 目 录 第 1章 工程概况 ··············································1 1.1 超过一定规模的危险性较大分项工程概况 ······································ 1 1.2 自然条件 ································································· 1 第 2章 编制依据 ··············································5 2.1 编制原则 ································································· 5 2.2 编制依据 ·················································

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