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Oversized GRC unit type construction process
The invention relates to the technical field of curtain wall construction, in particular to an oversized GRC unit type construction process which comprises the following steps: S1, establishing a model, deepening nodes and performing centralized production and processing: arranging an anti-seismic structure on one side, deviating from a clear water decorative surface, of a GRC plate; s2, finished product transportation; s3, measuring and paying off: measuring a control net of the outer vertical surface of the structure; s4, shaving, chiseling and adjusting the embedded part; s5, mounting adapters: mounting the adapters at the head and tail parts, and mounting other adapters on the same construction surface one by one according to the mounting positions of the adapters at the head and tail parts; s6, GRC plate in-place installation is conducted, specifically, an anti-seismic structure of the GRC plate is directly hung on a T-shaped hanging piece of reinforced concrete, and GRC plate installation is conducted from bottom to top; s7, correcting and adjusting: detecting and adjusting the GRC plate; s8, measuring and checking; s9, repairing and maintaining, and completing acceptance check; the bending resistance, the tensile resistance, the shearing resistance and the impact resistance of the super-large GRC curtain wall plate can be improved, and the risk of deformation or fracture of the GRC curtain wall plate in the installation and use process is reduced.
本申请涉及幕墙施工的技术领域,尤其是涉及超大GRC单元式施工工艺,其包括以下步骤:S1、建立模型,节点深化,集中生产加工:GRC板块背离其清水装饰面的一侧设有抗震结构;S2、成品运输;S3、测量放线:结构外立面控制网测量;S4、预埋件剃凿、调整;S5、安装转接件:安装首尾部位的转接件,参照首尾转接件的安装位置,逐一安装同一施工面上其他转接件;S6、GRC板块就位安装:将GRC板块的抗震结构直接挂在钢筋混凝土的T挂件上,GRC板材安装由下向上进行;S7、校正调整:GRC板块检测调整;S8、测量检查;S9、修补养护,完成验收;本申请能够提高超大GRC幕墙板的抗弯、抗拉、抗剪和抗冲击性能,降低GRC幕墙板在安装及使用过程中变形或破裂的风险。
Oversized GRC unit type construction process
The invention relates to the technical field of curtain wall construction, in particular to an oversized GRC unit type construction process which comprises the following steps: S1, establishing a model, deepening nodes and performing centralized production and processing: arranging an anti-seismic structure on one side, deviating from a clear water decorative surface, of a GRC plate; s2, finished product transportation; s3, measuring and paying off: measuring a control net of the outer vertical surface of the structure; s4, shaving, chiseling and adjusting the embedded part; s5, mounting adapters: mounting the adapters at the head and tail parts, and mounting other adapters on the same construction surface one by one according to the mounting positions of the adapters at the head and tail parts; s6, GRC plate in-place installation is conducted, specifically, an anti-seismic structure of the GRC plate is directly hung on a T-shaped hanging piece of reinforced concrete, and GRC plate installation is conducted from bottom to top; s7, correcting and adjusting: detecting and adjusting the GRC plate; s8, measuring and checking; s9, repairing and maintaining, and completing acceptance check; the bending resistance, the tensile resistance, the shearing resistance and the impact resistance of the super-large GRC curtain wall plate can be improved, and the risk of deformation or fracture of the GRC curtain wall plate in the installation and use process is reduced.
本申请涉及幕墙施工的技术领域,尤其是涉及超大GRC单元式施工工艺,其包括以下步骤:S1、建立模型,节点深化,集中生产加工:GRC板块背离其清水装饰面的一侧设有抗震结构;S2、成品运输;S3、测量放线:结构外立面控制网测量;S4、预埋件剃凿、调整;S5、安装转接件:安装首尾部位的转接件,参照首尾转接件的安装位置,逐一安装同一施工面上其他转接件;S6、GRC板块就位安装:将GRC板块的抗震结构直接挂在钢筋混凝土的T挂件上,GRC板材安装由下向上进行;S7、校正调整:GRC板块检测调整;S8、测量检查;S9、修补养护,完成验收;本申请能够提高超大GRC幕墙板的抗弯、抗拉、抗剪和抗冲击性能,降低GRC幕墙板在安装及使用过程中变形或破裂的风险。
Oversized GRC unit type construction process
超大GRC单元式施工工艺
LUO DEJUN (Autor:in) / HU XIANGSONG (Autor:in) / XIA YUXIONG (Autor:in) / LUO BIN (Autor:in) / ZHENG YONGCHAO (Autor:in) / ZHAO CHUNYING (Autor:in) / ZHANG ZHENPENG (Autor:in) / ZHANG SHENGSHENG (Autor:in) / ZHANG DUO (Autor:in) / ZHANG NAN (Autor:in)
08.07.2022
Patent
Elektronische Ressource
Chinesisch
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