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1. 发明申请

US20130014462A1 METHOD OF REDUCING THE WIDTH OF CRACKS IN MASONRY 审中-公开
标题翻译：减少破裂的宽度的方法
公开(公告)号：US20130014462A1
公开(公告)日：2013-01-17
申请号：US13525974
申请日：2012-06-18
申请人： Jorrit GILLIJNS , Jozef FILO
发明人： Jorrit GILLIJNS , Jozef FILO
IPC分类号： E04G23/02
CPC分类号： E04B2/02 , E04B2002/0282
摘要： The invention relates to a method to reduce the width of cracks that may be induced in masonry. The reinforcement strips comprise at least two straight, substantially parallel reinforcement wires connected to each other by means of a wire connecting structure. The reinforcement wires have a design yield strength fyd equal or higher than 550/γs N/mm2 and an equivalent diameter d equal or lower than 4 mm. The reinforcement strips have a resistance F against loads applied on said reinforcement strip and a design value of resistance Fd. The reinforcement strip embedded in said joint has a bond capacity Fbok and a design bond capacity Fbod. The design yield strength fyd and the diameter d of said reinforcement wires are chosen so that the design value Fd of the reinforcement strip is equal or lower than the design bond capacity Fbod of the reinforcement strip.
摘要翻译：本发明涉及减少砖石中可能引起的裂纹宽度的方法。加强条包括通过线连接结构彼此连接的至少两个直的基本平行的加强线。加强筋的设计屈服强度fyd等于或高于550 /γsN / mm2，等效直径d等于或小于4mm。加强条具有抵抗施加在所述加强条上的载荷的电阻F和电阻Fd的设计值。嵌入所述接头中的加强条具有粘结能力Fbok和设计粘结能力Fbod。选择设计屈服强度fyd和所述加强筋的直径d，使得加强条的设计值Fd等于或低于加强条的设计结合能力Fbod。

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