Integral down-moving device and method for heavy-duty earth-lifting facilities
A facility and overall technology, applied in the field of the overall downward moving device of the heavy-load soil lifting facility, can solve the problems of heavy weight, time-consuming and labor-intensive, affecting the construction of the building structure, etc., and achieve the effect of avoiding accidents and convenient disassembly.
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Embodiment 1
[0054] This embodiment provides a kind of heavy-duty earth-lifting facility integral down-moving device, such as Figure 1 to Figure 5 As shown, the overall downward movement device is arranged between the heavy-duty soil lifting facility and the support beam 6, including the heavy-duty soil lifting facility support 1 for supporting the heavy-duty soil lifting facility, and the downward movement device arranged on the support beam 6. Institution 2. Wherein, the heavy-duty soil lifting facility support 1 includes several pillars 1.2 fixedly connected with the heavy-duty soil lifting facility circumferentially, and each pillar 1.2 is provided with several support bearing structures 1.1 along the vertical direction. The described down-moving mechanism 2 is several arranged circumferentially, and corresponds to the support load-bearing structure 1.1 of the pillar 1.2; each down-moving mechanism 2 includes a lifting device 2.3, and the bottom of the lifting device 2.3 is fixed on t...
Embodiment 2
[0069] The structure and principle of this embodiment are basically the same as Embodiment 1, the difference is that: Figure 6 and Figure 7 As shown, the frame bracket 2.1 is provided with a chute, and one side of the chute is provided with a load-bearing bracket 2.5, and the load-bearing shaft 2.2 is hinged with the load-bearing bracket 2.5 in the chute. In the process of adjusting one by one, the lifting device 2.3 of the down-moving mechanism 2 descends the first distance, so that the load-bearing shaft 2.2 is separated from the bottom of the original hanging claw, and then the load-bearing shaft 2.2 rotates out of the chute along the hinge point and moves to the outside to connect with the hanging claw. The place away from; then the lifting device 2.3 of the down-moving mechanism 2 rises the second distance, and the load-bearing shaft 2.2 rotates along the hinge point to the bottom of a hanging claw above the original hanging claw, and the lifting device 2.3 continues to...
Embodiment 3
[0071] The structure and principle of this embodiment are basically the same as Embodiment 1, the difference is that: Figure 8 As shown, the load-bearing structure 1.1 of the support is a hanging claw; wherein the moving part of the lifting device 2.3 is connected with the frame bracket 2.1, and the fixed part of the lifting device 2.3 is connected with the load-bearing support 3; the load-bearing shaft is connected with The load-bearing bracket 2.5 with the hanging claws interlocked, the load-bearing bracket 2.5 is hinged with the frame body bracket 2.1; 2.5 is directly hinged to the whole. The end of the load-bearing bracket 2.5 is connected to the fixed part of the lifting device 2.3 through the elastic element 2.6; On both sides of the hinge point with the frame bracket 2.1; the down-moving mechanism uses the jacking of the lifting device and the stretching of the elastic element to make the load-bearing bracket rotate around the hinge point with the frame bracket, so as...
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