Scissor type loading positioning device for column and a loading positioning method
A positioning device and scissor-type technology, applied in the field of structural testing, can solve problems such as difficult movement and easy toppling
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Embodiment 1
[0068] Embodiment 1: a loading test (see Figure 9 )
[0069](1) A group of 4 reinforced concrete columns, the section size is 200×200mm, the height is 2000mm, and the eccentricity (distance from the load acting position to the axis of the column under compression) is 0 mm, 30 mm, 60 mm, 150 mm, respectively, C30 concrete, the main reinforcement of the column is 4 20, the stirrup is 6150, the protective layer is 15 mm, and the bearing capacity test is carried out on the column. The loading position of the column is the eccentricity, which is respectively: 0 mm (at the axis), 30 mm, 60 mm, and 150 mm.
[0070] (2) Put the column with an eccentricity of 150mm on the positioning auxiliary frame;
[0071] (3) Lifting and vertical lifting system, so that the suspended height of the column placed on it is greater than the height of the cutter support 567, that is, greater than the V-shaped first loading support 562 with a notch and the V-shaped second loading support with a con...
Embodiment 2
[0080] Embodiment 2: secondary loading test (see Figure 10 )
[0081] (1) Carry out residual bearing capacity test on column 51 under the coupled action of load and environment: the cross-sectional size of reinforced concrete column 51 is 125×125mm, the height is 800mm, and the main reinforcement of column 51 is 4 10, the stirrup is 650-100, the protective layer is 15 mm, the length of the protruding column of the flange is 120 mm, the eccentricity 512 is 100 mm, the diameter of the reserved hole 52 is 32 mm, the calculated ultimate bearing capacity of the column 51 is 64kN, and the diameter of the tension bar 53 is 25mm stainless steel thread, backing plate 54 with a diameter of 100mm and a thickness of 120mm, made of steel, and anchor bolts 55 with a diameter of 55mm. Before the remaining bearing capacity test of the column, 40 kN has been applied to the column through the tension bar use load, and place the column 51 in the artificial environment simulation box for 365...
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