Demounting device and method for emptied and suspended buildings
An unloading device and building technology, which is applied in the field of unloading devices for overhead suspended buildings, can solve the problems of difficulty in ensuring safety and inconvenient operation, and achieve the effects of improving safety and reliability, convenient operation, and improving control accuracy
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Embodiment 1
[0038] Such as Figure 1-3 As shown, this embodiment provides a steel structure unloading device, including a support structure and an unloading structure. Wherein the support structure includes equal leg steel 2 symmetrically arranged on both sides of the web of the H-shaped steel column 1 and several layers of steel sheets 3 arranged on the equal leg steel 2 . The unloading structure includes a first corbel platform 4 and a second corbel platform 5 respectively vertically welded on the H-shaped steel column 1, and two screw jacks 6 are arranged on the upper surface of the first corbel platform 4, The two screw jacks 6 are symmetrically arranged relative to the H-shaped steel column 1, and a steel pipe 7 is arranged between the screw jack 6 and the second corbel platform 5, so that the load on the upper part of the node passes through the steel pipe 7 Pass to the screw jack 6.
[0039] The steel structure unloading device in this embodiment also includes a lateral stabilizi...
Embodiment 2
[0042] Such as Figure 4-6As shown, the steel structure unloading device in this embodiment includes a support structure and an unloading structure, wherein the support structure includes equal limb steel 2 symmetrically arranged on the web plates on both sides of the H-shaped steel column 1 and is arranged on the equal Several layers of steel sheets 3 on the limb steel 2; the unloading structure includes a first corbel platform 4 and a second corbel platform 5 respectively vertically welded on the H-shaped steel column 1, and the first corbel platform The upper surface of 4 is provided with two screw jacks 6, and the two screw jacks 6 are arranged symmetrically with respect to the said H-shaped steel column 1, and a screw jack 6 is arranged between the said second corbel platform 5 steel pipe 7, so that the load on the upper part of the node is transmitted to the screw jack 6 through the steel pipe 7.
[0043] The steel structure unloading device in this embodiment also incl...
Embodiment 3
[0048] The structural system adopts the pre-tensioned design of steel columns. Before pouring the concrete on the upper part of the pre-tensioned joints, in order to ensure the stability of the structural system, according to the requirements of the site, all butt steel columns are connected at the rear welding point except for the temporary connection of the ear plate with high-strength bolts. Welding is used, and then it is necessary to cut and unload the welding spot of the steel column before the steel column is stretched.
[0049] Such as Figure 7 As shown, the present embodiment provides a kind of unloading method that is used for cantilevered suspension building, there are four steel columns to be unloaded in the said cantilevered suspension building, and several welding points are arranged on each steel column, and described unloading method is specific Including the following steps:
[0050] 1. If Figure 8 As shown, establish the steel column position coordinate d...
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Abstract
Description
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Application Information
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