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Permanent and temporary combined green construction method for underground structure
The invention discloses a permanent and temporary combined green construction method for an underground structure, which comprises the following steps of: establishing an annular frame beam model and a main body structure model by adopting a three-dimensional visual digital modeling technology, and planning a steel bar mounting step of an annular frame beam and a position of an embedded sleeve on the annular frame beam; projecting the embedded sleeve model on the ring frame beam model to the bottom plate surface of the main body structure model, and adjusting the position of the ring frame beam model; constructing a ring frame beam; constructing a waist beam; constructing a bottom plate and a first layer of side wall of the main body structure; a supporting frame and a temporary platform are erected; checking the temporary platform model and the support frame model, and adjusting the temporary platform model and the support frame model; constructing a second-layer side wall of the main body structure; and constructing a third-layer side wall of the main body structure. The problems that in the underground structure permanent and temporary combination construction process in the related technology, the ring frame beam and the side wall main reinforcement are prone to connection dislocation, the use amount of construction materials is large, the waste discharge amount is large, and the labor intensity is high are solved.
本发明公开了一种地下结构永临结合绿色施工方法，采用三维可视化数字建模技术建立环框梁模型和主体结构模型，规划环框梁的钢筋安装步骤和预埋套筒在环框梁上的位置；将环框梁模型上的预埋套筒模型投影至主体结构模型的底板面，调整环框梁模型的位置；环框梁施工；腰梁施工；主体结构的底板和第一层侧墙施工；搭设支撑架和临时平台；对临时平台模型和支撑架模型进行验算，调整临时平台模型和支撑架模型；主体结构的第二层侧墙施工；主体结构的第三层侧墙施工。本发明解决了相关技术中地下结构永临结合施工过程中环框梁和侧墙主筋容易连接错位、施工材料用量较大、废弃物排放量大、劳动强度较高的问题。
Permanent and temporary combined green construction method for underground structure
The invention discloses a permanent and temporary combined green construction method for an underground structure, which comprises the following steps of: establishing an annular frame beam model and a main body structure model by adopting a three-dimensional visual digital modeling technology, and planning a steel bar mounting step of an annular frame beam and a position of an embedded sleeve on the annular frame beam; projecting the embedded sleeve model on the ring frame beam model to the bottom plate surface of the main body structure model, and adjusting the position of the ring frame beam model; constructing a ring frame beam; constructing a waist beam; constructing a bottom plate and a first layer of side wall of the main body structure; a supporting frame and a temporary platform are erected; checking the temporary platform model and the support frame model, and adjusting the temporary platform model and the support frame model; constructing a second-layer side wall of the main body structure; and constructing a third-layer side wall of the main body structure. The problems that in the underground structure permanent and temporary combination construction process in the related technology, the ring frame beam and the side wall main reinforcement are prone to connection dislocation, the use amount of construction materials is large, the waste discharge amount is large, and the labor intensity is high are solved.
本发明公开了一种地下结构永临结合绿色施工方法，采用三维可视化数字建模技术建立环框梁模型和主体结构模型，规划环框梁的钢筋安装步骤和预埋套筒在环框梁上的位置；将环框梁模型上的预埋套筒模型投影至主体结构模型的底板面，调整环框梁模型的位置；环框梁施工；腰梁施工；主体结构的底板和第一层侧墙施工；搭设支撑架和临时平台；对临时平台模型和支撑架模型进行验算，调整临时平台模型和支撑架模型；主体结构的第二层侧墙施工；主体结构的第三层侧墙施工。本发明解决了相关技术中地下结构永临结合施工过程中环框梁和侧墙主筋容易连接错位、施工材料用量较大、废弃物排放量大、劳动强度较高的问题。
Permanent and temporary combined green construction method for underground structure
地下结构永临结合绿色施工方法
DENG MEILONG (author) / WANG WEIDONG (author) / DING FEI (author) / ZHAO YAJUN (author) / LYU PENG (author) / SU HAIFENG (author) / HUANG XIN (author) / YUAN JINPENG (author) / TAN YE (author) / ZHAO BAOSEN (author)
2024-11-26
Patent
Electronic Resource
Chinese
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