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Zhongguo Xiu Fu Chong Jian Wai Ke Za ZhiHan G, Li Q, Wang Q, Kang P.
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Jianzhu Gangjiegou Jinzhanvivo全球AI研发中心为复杂钢框架-核心筒结构体系，建筑内含5道单截面箱形大跨度巨拱，巨拱最高39.0 m，最大跨度77.6 m。项目现场施工条件复杂，包含5层地下室，顶板层高差大、洞口多，施工最终选用了分段吊装法施工，实际工程中大型履带吊行驶至拱外侧钢栈桥，拱下方则搭设支撑系统，以自内向外的顺序进行施工。本文主要介绍了巨拱施工的方案选择思路，设计出了一种可供重型履带吊作业的钢栈桥以及以塔吊标准节为主的巨拱支撑系统，开展了巨拱全过程施工模拟分析和施工健康监测，二者进行对比后发现结果的吻合度较高；此外 ...
杨熙华 +5 more
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Nan Fang Yi Ke Da Xue Xue BaoZhuo L +5 more
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Sheng Wu Yi Xue Gong Cheng Xue Za ZhiZeng W, Guo S.
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Sheng Wu Yi Xue Gong Cheng Xue Za ZhiJiang L, Cao H, Ma Z.
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Se PuSong Q, Li X, Lyu Y.
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Nan Fang Yi Ke Da Xue Xue BaoZhu H, Guo Y, Xin X, Li C, Zhou D.
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Sheng Wu Yi Xue Gong Cheng Xue Za ZhiLi Y, Ruan C, Ruan D.
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