介绍了京唐港区地连墙码头的建设情况，并对深水遮帘板桩码头方案进行分析。
The construction conditions of diaphragm wall wharf, Jingtang Harbour District are introduced and analysis on the proposal for the covered type of deep water sheet pile wharf are made in the paper.
板桩码头是一种主要的码头结构形式，其中板桩墙结构计算又是板桩码头的一个重要内容。
Structure computation of sheet-pile wall is a major part in design of sheet pile bulkhead, which is a main form of quay.
板桩码头作为码头结构的一种重要形式，在合适的条件下，具有结构强度、稳定性、施工及造价上的明显优势。
As an important form of wharf structure, sheet-pile wharf has great advantages of strength, stability, cost and construction under the right conditions.
结合某港码头加深改造工程的技术经济研讨，推出了一种新的码头结构型式——半遮帘式板桩码头结构，并提出了相应的设计计算方法。
Combining with the technical and economic study and discussion on deepening and reforming project of the terminal of some port, a new type of wharf structure I.
为此，需将旧的高桩梁板码头拆除。
So, the existed high-piled slab &beam wharf shall he demolished.
当码头岸墙高度较大时，板桩的锚拉杆需在两根以上，才能减小板桩墙的水平位移。
Also it is necessary to use two anchor ties to minimize horizontal displacement of sheet-pile wall while wharf bank wall with a large height.
目前国内码头结构形式多为板桩墙，受墙身高度限制，只适用于中小码头建造。
The most structures of wharfs in China are in the form of sheet pile walls. The height restriction of walls is only suitable for construction of small and medium-sized terminals.
板桩墙的入土深度和内力是否准确关系到整个码头结构的稳定性。
Moreover, the overall stability of structure depends on the accuracy of penetration depth and internal stress.
介绍高桩梁板码头拆除方案的设计及施工，重点分析岩质海岸地质条件下预制桩的拆除方案。
This paper describes the design and construction of the demolishing scheme of the high-piled wharf, and analyzes mainly the demolishing scheme of precast piles under rocky coast.
介绍高桩梁板码头拆除方案的设计及施工，重点分析岩质海岸地质条件下预制桩的拆除方案。
This paper describes the design and construction of the demolishing scheme of the high-piled wharf, and analyzes mainly the demolishing scheme of precast piles under rocky coast.
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