首页> 外国专利> Method for testing a wall structure shearing strength in situ and the device for testing the wall structure shearing strength in situ

Method for testing a wall structure shearing strength in situ and the device for testing the wall structure shearing strength in situ

机译:原位测试墙体结构抗剪强度的方法及原位测试墙体结构抗剪强度的装置

摘要

method of test for shear strength of the wall (1) in situ, characterized by that,on one side of the wall (1) of a thickness t is placed in a frame (2) with a rectangular hole of the height h of the bricks and two welding and horizontal length band after the opposite party shall stamp (5) with dimensions (b x h), then the actuator (6) and trawers (4), which connects to the frame (2) separately via elements (3),appearing in made in the wall (1) przelotowych openings (8) of diameter at least equal to the height of bricks.subsequently, by an actuator (6) moves the force p a wall (1) along the przelotowych openings (8), then calculates the strength of the shear model fv = p / 2bt.strength test device for shear wall in situ, characterised by the fact that consists of a frame (2) connected separately elements (3) with trawersem (4),which is connected with a stamp (5) by an actuator (6), the frame (2) has a rectangular opening height h equal to bricks and two welding and horizontal length band which matches the size of the stamp (5).
机译:原位检测壁(1)的剪切强度的方法,其特征在于,将壁厚(t)的壁(1)的一侧放在框架(2)中,该框架(2)的高度为h的矩形孔对方之后的砖块和两块焊接和水平长度带应在尺寸(bxh)上冲压(5),然后在执行器(6)和从动件(4)上分别通过元件(3)连接到框架(2),出现在直径至少等于砖高的墙(1)的长方体开口(8)中。随后,通过执行器(6)沿长方体开口(8)移动力墙(1),然后计算剪力模型的强度fv = p / 2bt。原位剪力墙强度测试装置,其特征在于由框架(2)单独连接的元件(3)和trawersem(4)组成框架(2)具有一个由执行器(6)压印的邮票(5),其矩形开口高度h等于砖块,并且两次焊接和水平长度禁止d与印章(5)的尺寸匹配。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号