| 罗源湾港区可门作业区1~#~3~#泊位水工建筑物设计关键技术 |
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| 引用本文： | 王景灯.罗源湾港区可门作业区1~#~3~#泊位水工建筑物设计关键技术[J].水运工程,2015(5):221-226. |
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| 作者姓名： | 王景灯 |
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| 作者单位： | 福建省交通规划设计院，福建 福州 350004 |
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| 摘 要： | 福州港罗源湾港区可门作业区1#~3#泊位工程码头水工建筑物结构等级大,其码头区具有地质岩面埋深变化巨大、周边建设条件复杂及限制因素多等特点。分析总结基槽开挖宽度的确定、开挖阶梯断面的设计及重锤夯实的技术要求等关键技术设计,其基槽开挖底宽的优化计算过程、阶梯断面及重锤夯实实施的技术指标可为类似工程的设计提供借鉴。
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| 关 键 词： | 40万t散货泊位 基槽 阶梯断面 重锤夯实 |
Key design technology of hydraulic structure of berth No.1 to No.3 project in Kemen port,Luoyuan bay |
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| WANG Jing-deng.Key design technology of hydraulic structure of berth No.1 to No.3 project in Kemen port,Luoyuan bay[J].Port & Waterway Engineering,2015(5):221-226. |
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| Authors: | WANG Jing-deng |
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| Institution: | Fujian Communications Planning & Design Institute,Fuzhou 350004,China |
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| Abstract: | The project of berth No.1 to No.3 in Kemen port,Luoyuan bay,Fuzhou,has a high grade of structure,and it has typical problems such as a great variety of buried depths of geologic rocks,and the complexity and limitations of the surrounding construction condition.Based on the determination of the width of the trench excavation,the design of the step profile excavation and the technical requirement of the heavy tamping,etc.,this paper provides a support for similar projects on the optimization design of the trench excavation width,the design of the step profile excavation and the technical index of the heavy tamping. |
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| Keywords: | 400 000 DWT bulk cargo berth foundation trench step profile heavy tamping |
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