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Concrete module structure system and construction method thereof
The invention relates to a concrete module structure system and a construction method thereof, and the concrete module structure system comprises at least one module group formed by stacking a plurality of concrete modules from top to bottom and at least one pair of core-pulling type shear walls; the shape of each concrete module is a cuboid, the upper and lower adjacent concrete modules in the module group are aligned one by one, and four vertical edges of the module group correspond to four stand column areas; each pair of core-pulling type shear walls are symmetrically arranged in the concrete module structure system relative to the horizontal center line of the concrete module structure system, and each core-pulling type shear wall is embedded in the side face of one module set; the core-pulling type shear wall comprises at least one stand column area of the module set where the core-pulling type shear wall is located. The concrete module structure system has the beneficial effects that the construction operation is simple, and the mechanical property of the structure system can reach the mechanical property standard of the same cast-in-place building structure.
本发明涉及一种混凝土模块结构体系及其施工方法,其中混凝土模块结构体系,包括至少一个由多个混凝土模块上至下堆叠形成的模块组和至少一对抽芯式剪力墙;所述混凝土模块的形状为长方体,所述模块组中上下相邻的所述混凝土模块一一对齐,所述模块组的四个竖向棱边处对应四个立柱区域;每对所述抽芯式剪力墙在所述混凝土模块结构体系内关于所述混凝土模块结构体系的水平中线对称设置,其中,所述抽芯式剪力墙内嵌设置在一个所述模块组的侧面上,且所述抽芯式剪力墙包含其所在的所述模块组的至少一个所述立柱区域。其有益效果是,该混凝土模块结构体系施工操作简单,结构体系力学性能能够达到等同现浇建筑结构的力学性能标准。
Concrete module structure system and construction method thereof
The invention relates to a concrete module structure system and a construction method thereof, and the concrete module structure system comprises at least one module group formed by stacking a plurality of concrete modules from top to bottom and at least one pair of core-pulling type shear walls; the shape of each concrete module is a cuboid, the upper and lower adjacent concrete modules in the module group are aligned one by one, and four vertical edges of the module group correspond to four stand column areas; each pair of core-pulling type shear walls are symmetrically arranged in the concrete module structure system relative to the horizontal center line of the concrete module structure system, and each core-pulling type shear wall is embedded in the side face of one module set; the core-pulling type shear wall comprises at least one stand column area of the module set where the core-pulling type shear wall is located. The concrete module structure system has the beneficial effects that the construction operation is simple, and the mechanical property of the structure system can reach the mechanical property standard of the same cast-in-place building structure.
本发明涉及一种混凝土模块结构体系及其施工方法,其中混凝土模块结构体系,包括至少一个由多个混凝土模块上至下堆叠形成的模块组和至少一对抽芯式剪力墙;所述混凝土模块的形状为长方体,所述模块组中上下相邻的所述混凝土模块一一对齐,所述模块组的四个竖向棱边处对应四个立柱区域;每对所述抽芯式剪力墙在所述混凝土模块结构体系内关于所述混凝土模块结构体系的水平中线对称设置,其中,所述抽芯式剪力墙内嵌设置在一个所述模块组的侧面上,且所述抽芯式剪力墙包含其所在的所述模块组的至少一个所述立柱区域。其有益效果是,该混凝土模块结构体系施工操作简单,结构体系力学性能能够达到等同现浇建筑结构的力学性能标准。
Concrete module structure system and construction method thereof
一种混凝土模块结构体系及其施工方法
REN GANG (author) / WANG QIONG (author) / ZHANG ZHIYONG (author) / ZHANG ZONGJUN (author) / ZHAO BAOJUN (author) / MENG SHANGWEI (author) / DING TAO (author) / ZHOU XIANGZI (author) / ZHANG JIAYI (author) / YE HONG (author)
2024-10-22
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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