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唐山港京唐港区30#泊位码头结构设计
引用本文:李秀英,杨文斌.唐山港京唐港区30#泊位码头结构设计[J].港工技术,2008(2):17-20.
作者姓名:李秀英  杨文斌
作者单位:中交第一航务工程勘察设计院有限公司,天津,300222
摘    要:在30#泊位两端的码头结构已建成,且结构型式不同的前提下,对30#泊位的码头结构及起重设备基础结构进行设计,并对31#泊位已建连接段66 m进行结构改造设计。30#泊位建设对同一泊位采用不同结构型式及对老码头实施泊位浚深改造进行了大胆尝试,为特殊条件下码头泊位建设及老码头的浚深改造提供了成功经验。

关 键 词:沉箱  遮帘式地连墙  承台式卸荷  遮帘式钢板桩
文章编号:1004-9592(2008)02-0017-04
修稿时间:2008年1月28日

Wharf Structural Design for No.30 Berth of Jingtang Harbour District,Tangshan Port
Li Xiuying,Yang Wenbin.Wharf Structural Design for No.30 Berth of Jingtang Harbour District,Tangshan Port[J].Port Engineering Technology,2008(2):17-20.
Authors:Li Xiuying  Yang Wenbin
Abstract:The wharf structures at the both end of No.30 Berth have been built,considering the diffe-rent structure of them,the design for No.30 Berth wharf structures and foundation structure of hoisting equipment were made and the structural reforming design for the connecting section built in No.31 Berth are also performed.The different structures adopted for the same berth and the berth dredging depth remolding for the old terminal all are the brave test that has provided the successful experience for the similar engineering construction.
Keywords:caisson  covered diaphragm retaining wall  platform supported type relief  covered steel sheet pile
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