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chw1981001 - 2006/6/24 8:44:00
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本合同段下洞大桥工程上部结构设计为装配式预应力混凝土连续箱梁；下部结构设计为圆柱式墩、V型墩，柱式台，均为桩基础。左幅自15#墩起至25#台，跨径组合为6×30+4×30m；右幅自9#墩至25#台，跨径组合为6×30+6×30+4×30m。全桥位于直线段内。Å÷XX¯)bbs.3c3t.comf óMN@ù§
本合同段工程合同工期12个月。 |
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