| 卸荷板对方块码头基床应力影响的研究 |
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| 引用本文： | 王志瑜,张峰.卸荷板对方块码头基床应力影响的研究[J].港工技术,2020(3):16-18,82. |
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| 作者姓名： | 王志瑜 张峰 |
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| 作者单位： | 中交第一航务工程勘察设计院有限公司;威海市双岛湾开发投资有限公司 |
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| 摘 要： | 本文基于葫芦岛港绥中港区某通用泊位工程,对方块码头卸荷板悬臂部分不同高程和长度对基床应力的影响进行研究。为本工程选出结构安全可靠、造价节省的结构型式。同时也可为今后类似工程提供参考依据。
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| 关 键 词： | 方块码头 卸荷板高程 卸荷板悬臂长度 |
Effect of Relieving Slab on Bedding Stress of Concrete Block Berth Structure |
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| Wang Zhiyu,Zhang Feng.Effect of Relieving Slab on Bedding Stress of Concrete Block Berth Structure[J].Port Engineering Technology,2020(3):16-18,82. |
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| Authors: | Wang Zhiyu Zhang Feng |
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| Institution: | (CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300222,China;Weihai Shuangdaowan Development and Investment Co.,Ltd.,Weihai Shandong 264200,China) |
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| Abstract: | Based on one universal berth supported on concrete blocks at Suizhong harbor of Huludao Port,the effect on the bedding stress by the elevation and length of jib of relieving slab is studied.The results show a safe and economic berth structure applicable for the above project,and serve as a reference for similar projects in future. |
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| Keywords: | concrete block berth structure elevation of relieving slab length of jib of relieving slab |
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