您现在的位置:主页 > 岩土 > 岩土施工 > >>

石湖港区3000吨级贯彻国防要求(一期)工程基槽礁岩水下baopo、清碓施工方案.doc

资料评价:
★★★☆☆
更新时间:
2010-07-20
下载要求:
注册会员
文档大小:
0.02 MB
授权方式:
共享资料
上传会员:
龙龙
文档类型:
.doc
所属栏目:
岩土施工
需要金币:
1
资料语言:
简体中文
公告:免费注册 会员可立即获得金币,更多赚取金币方法请查看:金币说明 下载地址
资料简介:

泉州港石湖作业区3000吨级贯彻国防要求(一期)工程
基槽礁岩水下baopo、清碓施工方案

1、工程概况:
本工程为泉州港石湖作业区3000吨级贯彻国防要求(一期)工程,该工程为两个3000t级泊位,分1#泊位和2#泊位;码头结构为重力式沉箱结构,基础为抛石基床。码头基础施工为基槽挖泥、抛石等,在码头基槽开挖过程中发现基槽开挖范围有礁盘和1#泊位基槽东侧边坡出现坍塌,码头基础施工不能如期正常进行,原有施工方案需要增加基槽礁盘baopo,清礁,以及护岸边坡处理,工期延长,为了便于码头基槽开挖顺利和安全,对基槽baopo、清礁和护岸卸载采取稳妥而有效的措施。
1#泊位基槽南北朝向,码头泊位长52m左右,北侧为海域,东侧为陆地的抛石护岸,该护岸边坡坡度为1:1,码头基槽底东侧边线与护岸的坡脚基本接近,护岸坡脚标高为-1.0m~-2.0m,码头基槽底标高为-8.0m~12.5m,因此,基槽开挖要开挖除护岸部分边坡,否则开挖过程护岸边坡极不稳定,已出现部份坍塌;所发现礁盘范围:靠北端(前沿线端头)起30米左右,宽30米左右,礁盘顶
 Shek Wu operation area of Quanzhou Port 3000-ton national defense requirements (a) project
Foundation trench underwater reef blasting, clean pestle construction plan

1, Project Overview:
This works for the operation zone of Quanzhou Port 3000-ton Shek Wu national defense requirements (a) project, the project for two 3000t-class berths, berths and sub-1 # 2 # berth; terminal structure of gravity caisson structure, base polishing stone foundation bed. Pier foundation construction for the foundation trench dredging, riprap, etc., in the terminal found during excavation of foundation trench excavated foundation trench scope of reefs and a Berth foundation trench collapses the east slope, the terminal can not be scheduled based on the normal construction the original construction program will need to increase the base groove reefs blasting, clear reef, and the revetment slope treatment, duration of extension, in order to facilitate the smooth and pier foundation trench excavation safety, blasting on the base, clear reef and unloading to take prudent and effective bank protection measures.
1 Berth-based slot Southern and Northern Dynasties berths around 52m long, north to the waters east of riprap for the land, the revetment slope gradient of 1:1, the terminal base bottom of the foot of the east sideline with the revetment basic approach, revetment slope elevation-1.0m ~-2.0m, terminal-based bottom elevation-8.0m ~ 12.5m, therefore, excavation of foundation trench excavation should be part of inter revetment slope, shore protection or excavation unstable slope, part of the collapse have emerged; discovered reefs range: through the northern end (front line ends) within 30 meters, 30 meters wide and around reefs Top
 

帮助中心 收藏 >>>
石湖港区3000吨级贯彻国防要求(一期)工程基槽礁岩水下baopo、清碓施工方案下载
点击此处下载

建筑工程

装饰装修

路桥隧道

结构工程

电力电气

工程造价

暖通空调

园林景观

给排水工程

水利工程

施工监理

岩土工程

注册考试

素材模型

论文