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Multi-pier column and column straining beam integrated construction method
The invention relates to the field of column and straining beam integrated construction, and discloses a multi-pier column and straining beam integrated construction method, which comprises the following steps of: 1, erecting a column and straining beam integrated construction system on the ground: firstly, erecting a pier template mechanism at the position of each pier column; then, an operation platform is built; the column and straining beam integrated construction system ascends in the first non-straining beam pouring section; 2, a straining beam formwork mechanism is erected, the two ends of each outrigger are connected with supporting frames on the adjacent pier columns correspondingly, a distribution support is arranged between the adjacent pier columns, the distribution support is supported on the outriggers and located under the straining beam to be poured, the distribution support comprises a rotating side and a free side, the rotating side is rotationally connected with one outrigger, and the free side is connected with the other outrigger; and the free side is detachably connected with the other outrigger. The problems that construction efficiency and safety are low when a straining beam supporting mechanism is erected and dismantled in the high altitude are solved.
本发明涉及柱系梁一体化施工领域,公开了多墩柱柱系梁一体化施工方法,步骤一、在地面搭设柱系梁一体化施工系统,首先,在每个墩柱的位置均搭设一个桥墩模板机构;然后,搭设操作平台;柱系梁一体化施工系统在第一个非系梁浇筑段内上升;步骤二、搭设系梁模板机构,将挑梁两端分别和相邻的墩柱上的支撑架连接,分配支架设置在相邻墩柱之间,分配支架支撑在挑梁上,分配支架位于待浇筑的系梁正下方,分配支架包括转动侧和自由侧,将转动侧和其中一个挑梁转动连接,自由侧和另一个挑梁可拆卸连接。以解决高空中搭设拆除系梁支撑机构,施工效率和安全性低的问题。
Multi-pier column and column straining beam integrated construction method
The invention relates to the field of column and straining beam integrated construction, and discloses a multi-pier column and straining beam integrated construction method, which comprises the following steps of: 1, erecting a column and straining beam integrated construction system on the ground: firstly, erecting a pier template mechanism at the position of each pier column; then, an operation platform is built; the column and straining beam integrated construction system ascends in the first non-straining beam pouring section; 2, a straining beam formwork mechanism is erected, the two ends of each outrigger are connected with supporting frames on the adjacent pier columns correspondingly, a distribution support is arranged between the adjacent pier columns, the distribution support is supported on the outriggers and located under the straining beam to be poured, the distribution support comprises a rotating side and a free side, the rotating side is rotationally connected with one outrigger, and the free side is connected with the other outrigger; and the free side is detachably connected with the other outrigger. The problems that construction efficiency and safety are low when a straining beam supporting mechanism is erected and dismantled in the high altitude are solved.
本发明涉及柱系梁一体化施工领域,公开了多墩柱柱系梁一体化施工方法,步骤一、在地面搭设柱系梁一体化施工系统,首先,在每个墩柱的位置均搭设一个桥墩模板机构;然后,搭设操作平台;柱系梁一体化施工系统在第一个非系梁浇筑段内上升;步骤二、搭设系梁模板机构,将挑梁两端分别和相邻的墩柱上的支撑架连接,分配支架设置在相邻墩柱之间,分配支架支撑在挑梁上,分配支架位于待浇筑的系梁正下方,分配支架包括转动侧和自由侧,将转动侧和其中一个挑梁转动连接,自由侧和另一个挑梁可拆卸连接。以解决高空中搭设拆除系梁支撑机构,施工效率和安全性低的问题。
Multi-pier column and column straining beam integrated construction method
多墩柱柱系梁一体化施工方法
CHAI SHAOQIANG (author) / WANG YOUYI (author) / ZHANG PENG (author) / JIN CHUAN (author) / GAO SHANGZHONG (author) / TANG WEI (author) / YAN DONGJIE (author) / WANG XUZHONG (author)
2023-11-10
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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