An anti-swing and shock-absorbing protection method for adjacent buildings
By arranging a combined device of a breakaway structure and a horizontal shock-absorbing spring on both sides of the anti-seismic joint, the problem of poor shock-absorbing effect of the anti-seismic joint device in the existing technology and the pulling of adjacent buildings when the building collapses is solved, and the effective left-right swing of the building is realized. Shock-absorbing and anti-seismic seam functional protection.
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[0073] Specific implementation method: a method of anti-swing and shock-absorbing protection for adjacent buildings, in which anti-seismic joints are arranged between adjacent buildings, and anti-seismic buffer devices are arranged in the anti-seismic joints to convert and dissipate the kinetic energy of the left and right swings of the buildings. A detachment structure is set between the base at both ends of the shock absorbing device and the side walls of the building on both sides of the seismic joint, so that when the building on either side collapses and falls, the shock absorbing and buffering device can be separated from the detachment structure and the building side wall.
[0074] In this way, the present invention can reduce the impact on the building by the shock absorbing and buffering device provided when the building is swayed left and right in earthquake or hurricane weather. The disengagement mechanism provided at the same time enables the shock-absorbing and buf...
Embodiment 1
[0077] In this example, the method relies on Figure 1-4 The shock-absorbing buffer device shown is realized.
[0078] see Figure 1-4 , the shock absorbing and buffering device of the present embodiment includes two bases 2 installed on the building side walls 1 on both sides of the adjacent sides of two adjacent buildings, and a horizontal shock absorbing spring 3 arranged horizontally between the two bases 2 , which also includes a horizontally arranged sliding cylinder 4 and a sliding rod 5, the sliding cylinder 4 has a bottom end and an open end, one end of the sliding rod 5 is connected to a base, and the other end of the sliding rod 5 is slidably plugged and fitted In the opening end of the slider and inserted into the slider for a certain distance, the bottom end of the slider 4 is connected to another base, the horizontal damping spring 3 is a coil spring and installed inside the slider 4, one end of the horizontal damping spring 3 and the slider The bottom of the c...
Embodiment 2
[0110] In this embodiment 2, this method relies on Figure 5-8 The shock-absorbing buffer device shown is realized.
[0111] see Figure 5-8 , the shock absorbing and buffering device of this embodiment includes two bases 2 installed on the side walls 1 of the buildings on both sides of the adjacent sides of the two adjacent buildings (that is, the side walls of the buildings on both sides of the seismic joint), and also includes two bases 2 with internal threads The sleeve 3 and the screw rod 4 with external threads, the sleeve 3 and the screw rod 4 are arranged horizontally and each has a mating end that cooperates with each other and a mounting end connected with the base, and the mating end of the screw rod 4 is inserted into the mating end of the sleeve 3 A certain distance and achieve thread fit, the installation end of the sleeve 3 or the screw rod 4 is rotatably connected to the base, and the inclination angle of the thread slope of the external thread and the interna...
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