A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underwater large-size steel jacket box bearing platform construction method
The invention relates to the field of engineering construction, in particular to an underwater large-size steel jacket box bearing platform construction method. The underwater large-size steel jacket box bearing platform construction method comprises the following steps that 1, a temporary trestle and a construction platform are built; step 2, a steel casing and a pile foundation are constructed; step 3, a steel jacket box is assembled, step 301, a bottom plate is mounted; step 302, side molds are mounted; step 4, a lowering system and a suspension structure are mounted, step 401, the lowering system is mounted; step 402, the suspension structure is mounted; step 5, the platform is dismantled; step 6, the bottom with concrete is sealed; step 7, redundant steel casings and pile heads are broken; step 8, steel bars are mounted; and step 9, bearing platform concrete pouring and curing forming are carried out. The underwater large-size steel jacket box bearing platform construction method has the advantages that construction operation does not need to be carried out in an underwater environment, and construction is convenient.
本申请涉及工程施工领域，尤其涉及一种水中大体积钢套箱承台施工方法，包括以下步骤：步骤1，修建临时栈桥以及施工平台；步骤2，钢护筒及桩基施工；步骤3，钢套箱拼装：步骤301，底板安装；步骤302，侧模安装；步骤4，下放系统及悬吊结构安装：步骤401，下放系统安装；步骤402，悬吊结构安装；步骤5，平台拆除；步骤6，混凝土封底；步骤7，破除多余的钢护筒以及桩头；步骤8，安装钢筋；步骤9，承台混凝土浇筑并养护成型。本申请具有施工操作无需在水中环境进行，施工方便的效果。
Underwater large-size steel jacket box bearing platform construction method
The invention relates to the field of engineering construction, in particular to an underwater large-size steel jacket box bearing platform construction method. The underwater large-size steel jacket box bearing platform construction method comprises the following steps that 1, a temporary trestle and a construction platform are built; step 2, a steel casing and a pile foundation are constructed; step 3, a steel jacket box is assembled, step 301, a bottom plate is mounted; step 302, side molds are mounted; step 4, a lowering system and a suspension structure are mounted, step 401, the lowering system is mounted; step 402, the suspension structure is mounted; step 5, the platform is dismantled; step 6, the bottom with concrete is sealed; step 7, redundant steel casings and pile heads are broken; step 8, steel bars are mounted; and step 9, bearing platform concrete pouring and curing forming are carried out. The underwater large-size steel jacket box bearing platform construction method has the advantages that construction operation does not need to be carried out in an underwater environment, and construction is convenient.
本申请涉及工程施工领域，尤其涉及一种水中大体积钢套箱承台施工方法，包括以下步骤：步骤1，修建临时栈桥以及施工平台；步骤2，钢护筒及桩基施工；步骤3，钢套箱拼装：步骤301，底板安装；步骤302，侧模安装；步骤4，下放系统及悬吊结构安装：步骤401，下放系统安装；步骤402，悬吊结构安装；步骤5，平台拆除；步骤6，混凝土封底；步骤7，破除多余的钢护筒以及桩头；步骤8，安装钢筋；步骤9，承台混凝土浇筑并养护成型。本申请具有施工操作无需在水中环境进行，施工方便的效果。
Underwater large-size steel jacket box bearing platform construction method
水中大体积钢套箱承台施工方法
ZHANG QI (author) / REN TAO (author) / XU QIANG (author) / HE WANLI (author) / WEI SHIQIN (author) / HE YINGJIE (author) / ZHU ZEWEN (author) / CHEN PENG (author)
2021-11-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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