A large-tonnage space multi-directional multi-point structure test loading reaction device and its manufacturing method
A reaction force device, large tonnage technology, applied in the testing of machine/structural components, measuring devices, testing of mechanical components, etc., to achieve the effect of reducing quantity, saving space and convenient installation
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Embodiment 1
[0049] The main cable anchoring methods of the self-anchored suspension bridge are divided into two types: 1) the main cable uses a continuous steel wire rope to go around the beam end, and makes the two main cables continuous into a closed loop; 2) the main cable is dispersed through the loose cable saddle, and the anchorage Anchored to bridge deck or stiffened girder.
[0050] This embodiment discloses a large-tonnage space multi-directional multi-point structure test loading reaction device proposed for the scaled-scale model test of the second anchoring method, including two triangular rigid frames 1 fixed on the laboratory foundation 5, And 4 jack connection nodes 2 and 3 horizontal links 3.
[0051] see figure 1 , the two triangular rigid frames 1 are arranged symmetrically. see figure 2 , each triangular rigid frame 1 includes two triangular plates 101 and a base plate 102 arranged in parallel.
[0052] see image 3 , the triangular board 101 includes an upper lim...
Embodiment 2
[0062] This embodiment discloses a method for manufacturing a large tonnage space multi-directional multi-point structure test loading reaction device described in embodiment 1, including the following steps:
[0063] 1) Design each part of the reaction force device. Wherein, after determining the positions of the triangular rigid frame 1 and the model, the spatial position and direction of the node riser 207 are determined according to the actual position of the model loading point and the direction of the resultant force line. The size of the node riser 207 is determined according to the specification of the jack 4 . The size of the node horizontal plate is determined according to the positional relationship between the triangular rigid frame 1 and the node vertical plate 207, and the distance between the horizontal plates. It is worth noting that see Figure 14 , due to the error between the position and direction of the loading point of the model after pouring and the de...
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