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厚软弱土地域大型沉箱式出运码头结构设计选型研究

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为了优化厚软弱土地域大型沉箱式出运码头的结构设计,提高码头结构的安全性和适用性,本文通过详细介绍和分析工程案例概况,探讨了高桩无梁板式和高桩梁板式两种出运码头的结构设计选型.首先,概述了工程案例的基本情况.随后,详细阐述了高桩无梁板式出运码头的结构设计特点.其次,探讨了高桩梁板式出运码头的结构设计.在结构设计选型的基础上,本文进行了出运码头的安全验算,确保所选结构设计方案能够满足工程安全要求.研究结果表明,高桩梁板式出运码头结构设计在厚软弱土地域具有更好的适用性,能够满足大型沉箱式出运码头的安全和使用需求.
Research on Structural Design and Selection of Large Caisson Type Shipping Wharf in Thick and Weak Soil Regions
In order to optimize the structural design of a large caisson type shipping dock in thick and weak soil areas,improve the safety and applicability of the dock structure,this article discusses the structural design selection of two types of shipping docks:high pile non beam slab and high pile beam slab through a detailed introduction and analysis of engineering case studies.Firstly,the basic situation of the engineering case was outlined.Subsequently,the structural design characteristics of the high pile non beam slab shipping dock were elaborated in detail.Next,the structural design of the high pile beam slab shipping dock was discussed.On the basis of structural design selection,this article conducts safety checks on the shipping dock to ensure that the selected structural design scheme can meet the engineering safety requirements.The research results indicate that the structural design of high pile beam slab shipping docks has better applicability in thick and weak soil areas,and can meet the safety and usage needs of large caisson shipping docks.

regions with thick and weak soillarge caisson typeshipping terminalstructureselection

张思邈、安兆阳

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山东港通工程管理咨询有限公司,山东 烟台

厚软弱土地域 大型沉箱式 出运码头 结构 选型

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(12)
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