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Concrete sandwich thermal insulation wallboard and flexural capacity calculation method
The invention relates to the field of buildings, in particular to a concrete sandwich thermal insulation wallboard and a flexural bearing capacity calculation method.The concrete sandwich thermal insulation wallboard comprises an upper concrete leaf plate, a thermal insulation plate and a lower concrete leaf plate which are sequentially arranged in a stacked mode from bottom to top, and grid plates parallel to the leaf plate surfaces are pre-buried in the upper concrete leaf plate and the lower concrete leaf plate; at least two sets of plate-type tie pieces are arranged between the two grid plates in the length direction of the leaf plate, the two grid plates are connected through the plate-type tie pieces, the plate-type tie pieces are evenly arranged at intervals in the length direction of the leaf plate at the same inclination angle, and the inclination directions of the adjacent plate-type tie pieces are opposite. The thermal bridge effect of the concrete sandwich thermal insulation wallboard is avoided, and the wallboard is light in overall weight and high in safety. The invention further provides a method for calculating the flexural capacity of the concrete sandwich thermal insulation wallboard.
本发明涉及建筑领域,具体是一种混凝土夹心保温墙板及受弯承载力计算方法,包括自下而上依次层叠布置的混凝土上叶板、保温板以及混凝土下叶板,混凝土上叶板以及混凝土下叶板内预埋有与叶板板面平行布置的网格板,两所述网格板之间沿叶板长度方向布置有至少两组板式拉结件,两所述网格板通过板式拉结件连接,各板式拉结件沿叶板长度方向以相同的倾角均匀间隔布置,相邻板式拉结件的倾斜方向相反。本发明避免混凝土夹心保温墙板产生热桥效应,墙板整体重量轻且安全性高。本发明还提供了一种混凝土夹心保温墙板的受弯承载力计算方法。
Concrete sandwich thermal insulation wallboard and flexural capacity calculation method
The invention relates to the field of buildings, in particular to a concrete sandwich thermal insulation wallboard and a flexural bearing capacity calculation method.The concrete sandwich thermal insulation wallboard comprises an upper concrete leaf plate, a thermal insulation plate and a lower concrete leaf plate which are sequentially arranged in a stacked mode from bottom to top, and grid plates parallel to the leaf plate surfaces are pre-buried in the upper concrete leaf plate and the lower concrete leaf plate; at least two sets of plate-type tie pieces are arranged between the two grid plates in the length direction of the leaf plate, the two grid plates are connected through the plate-type tie pieces, the plate-type tie pieces are evenly arranged at intervals in the length direction of the leaf plate at the same inclination angle, and the inclination directions of the adjacent plate-type tie pieces are opposite. The thermal bridge effect of the concrete sandwich thermal insulation wallboard is avoided, and the wallboard is light in overall weight and high in safety. The invention further provides a method for calculating the flexural capacity of the concrete sandwich thermal insulation wallboard.
本发明涉及建筑领域,具体是一种混凝土夹心保温墙板及受弯承载力计算方法,包括自下而上依次层叠布置的混凝土上叶板、保温板以及混凝土下叶板,混凝土上叶板以及混凝土下叶板内预埋有与叶板板面平行布置的网格板,两所述网格板之间沿叶板长度方向布置有至少两组板式拉结件,两所述网格板通过板式拉结件连接,各板式拉结件沿叶板长度方向以相同的倾角均匀间隔布置,相邻板式拉结件的倾斜方向相反。本发明避免混凝土夹心保温墙板产生热桥效应,墙板整体重量轻且安全性高。本发明还提供了一种混凝土夹心保温墙板的受弯承载力计算方法。
Concrete sandwich thermal insulation wallboard and flexural capacity calculation method
一种混凝土夹心保温墙板及受弯承载力计算方法
ZHANG TONGYANG (Autor:in) / WAN XIANG (Autor:in) / FANG KAIMIN (Autor:in) / HUANG JUNQI (Autor:in) / ZHAO MENG (Autor:in) / JIANG QING (Autor:in) / ZHONG XUN (Autor:in)
27.12.2024
Patent
Elektronische Ressource
Chinesisch
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