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Method for testing a wall structure shearing strength in situ in the existing buildings

机译:在现有建筑物中原位测试墙体结构抗剪强度的方法

摘要

The in situ test of wall resistance to cutting in existing buildings, using a hydraulic fitter, is characterised by the removal of the support coil in the wall above one of the wall elements (1) by creating a gap (2),where t w o steel inserts (3) are placed with a distance t equal to the width of the wall element (1),and below the centre part of the wall element (1), the wall shall have a depth (4) of length and depth t corresponding t o the width of the wall element (1),where a steel load plate (5) of length and width t is positioned so that the edge of the steel load plate (5) and the edge of the steel inserts (3) are located in t w o vertical planes (6) of t-range, with a hydraulic motor (7) under the steel load plate (5),determine the maximum value of the force Pn followed by a drop in the pressure on the hydraulic motor (7) and determine the strength of the wall a t the cut-off perpendicular to the support coils according to the formula: fvvk=pn/2ht where: h -height of the wall element 1, t-width of the wall element (1),and Pn is the maximum P force with which the decrease occurs.
机译:使用液压钳工对现有建筑物的墙体进行抗切割的现场测试,其特征在于,通过在墙体元件(1)上方创建一个缝隙(2)来移除墙体中的支撑线圈,其中两个钢插入件(3)的距离t等于壁元件(1)的宽度,并且在壁元件(1)的中央部分下方,壁的深度(4)的长度应与深度t相对应到壁元件(1)的宽度,长度和宽度为t的钢制承重板(5)的位置应使钢制承重板(5)的边缘和钢质嵌件(3)的边缘定位在t范围的两个垂直平面(6)上,在钢质负载板(5)下方有一个液压马达(7),确定力Pn的最大值,然后降低液压马达(7)上的压力并根据以下公式确定垂直于支撑线圈的边界处的墙的强度:fvvk = pn / 2ht其中:h-墙的高度el在图1中,壁元件(1)的t宽度和Pn是发生减小的最大P力。

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