Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for assembling movable formwork on soft soil foundation
The invention discloses a method for assembling a movable formwork on a soft soil foundation, and relates to the technical field of movable formwork construction. Based on the distance between the pier bodies and the length and the weight of the main beam section of the movable formwork, the number of groups of needed lattice supports and the number and the steel pipe structure parameters of steel pipes needed by each group of lattice supports are determined; determining the arrangement form of the steel pipes in each group of lattice brackets; the preset depth of the steel pipes inserted into the soil is calculated, and each steel pipe is inserted into the preset depth; connecting the steel pipes in each group of lattice brackets by adopting first connecting pieces; connecting two adjacent groups of lattice brackets by adopting a second connecting piece; the movable formwork main beam sections are assembled to the connected lattice supports; a sand box is used for beam falling; the lattice support is dismantled; and mounting the outriggers and the outer ribs. According to the method for assembling the movable formwork on the soft soil foundation, the problems that in the prior art, the construction efficiency is low, and the construction cost is high can be solved.
本发明公开一种在软土地基上拼装移动模架的方法，涉及移动模架施工技术领域，包括：对软土地基场地进行平整处理；基于墩身间距及移动模架主梁节段的长度、重量，确定所需格构支架的组数以及每组格构支架所需的钢管数量、钢管结构参数；确定每组格构支架中钢管的排布形式；计算钢管插打入土的预设深度并将每根钢管插打至预设深度；采用第一连接件对每组格构支架内钢管进行连接；采用第二连接件对相邻两组格构支架进行连接；将移动模架主梁节段拼装至连接后的格构支架上；利用沙箱落梁；拆除格构支架；安装挑梁及外肋。本发明提供的在软土地基上拼装移动模架的方法可以解决现有技术中施工效率低、施工成本高的问题。
Method for assembling movable formwork on soft soil foundation
The invention discloses a method for assembling a movable formwork on a soft soil foundation, and relates to the technical field of movable formwork construction. Based on the distance between the pier bodies and the length and the weight of the main beam section of the movable formwork, the number of groups of needed lattice supports and the number and the steel pipe structure parameters of steel pipes needed by each group of lattice supports are determined; determining the arrangement form of the steel pipes in each group of lattice brackets; the preset depth of the steel pipes inserted into the soil is calculated, and each steel pipe is inserted into the preset depth; connecting the steel pipes in each group of lattice brackets by adopting first connecting pieces; connecting two adjacent groups of lattice brackets by adopting a second connecting piece; the movable formwork main beam sections are assembled to the connected lattice supports; a sand box is used for beam falling; the lattice support is dismantled; and mounting the outriggers and the outer ribs. According to the method for assembling the movable formwork on the soft soil foundation, the problems that in the prior art, the construction efficiency is low, and the construction cost is high can be solved.
本发明公开一种在软土地基上拼装移动模架的方法，涉及移动模架施工技术领域，包括：对软土地基场地进行平整处理；基于墩身间距及移动模架主梁节段的长度、重量，确定所需格构支架的组数以及每组格构支架所需的钢管数量、钢管结构参数；确定每组格构支架中钢管的排布形式；计算钢管插打入土的预设深度并将每根钢管插打至预设深度；采用第一连接件对每组格构支架内钢管进行连接；采用第二连接件对相邻两组格构支架进行连接；将移动模架主梁节段拼装至连接后的格构支架上；利用沙箱落梁；拆除格构支架；安装挑梁及外肋。本发明提供的在软土地基上拼装移动模架的方法可以解决现有技术中施工效率低、施工成本高的问题。
Method for assembling movable formwork on soft soil foundation
一种在软土地基上拼装移动模架的方法
06.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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