Construction method of construction damping device

Abstract

The invention discloses a construction method of a construction damping device. The construction damping device comprises a damping frame, a panel sliding bearing is arranged between the lower position of the frame upright which is located on a cross point of a vertical and horizontal main framed girder of an upper frame and a lower frame, and a laminate rubber bearing is arranged between the lower position of the frame upright which is located on a cross-shaped cross point of an auxiliary framed girder of the upper frame and the lower frame. The construction method of the construction damping device comprises the following steps: (1), arranging an abutment pattern plate on the lower frame in a supporting mode; (2), erecting steel embedded plates; (3) pouring the steel embedded plates and abutments in integration; (4) arranging the laminate rubber bearing and the panel sliding bearing; and (5), fixing the laminate rubber bearing and the panel sliding bearing with the upper frame. The construction method of the construction damping device integrally applies the laminate rubber bearing and the panel sliding bearing to form a hybrid control damping system. Advantages of the construction damping device are exerted, earthquake energy is consumed, and therefore ideal damping effect is achieved.

Description

technical field [0001] The invention relates to a building shock absorbing device. Background technique [0002] After the magnitude 8.0 earthquake in Wenchuan on 5.12 and the magnitude 7.1 earthquake in Yushu, Qinghai, people now have higher and higher requirements for anti-seismic technology, and put forward higher requirements for the anti-seismic level of buildings. The traditional anti-seismic structural system resists earthquakes by enhancing the performance of the structure itself, such as adding steel bars and increasing the cross-sectional dimensions of beams, columns, and walls. In this way, with the improvement of the anti-seismic level of building buildings, the steel bars and cross-sectional dimensions of the building structure will become geometric multiples The increase will greatly increase the structural construction cost, and will have a serious impact on the layout of the housing space and the aesthetics of the structure. The traditional anti-seismic meth...

AI Technical Summary

Problems solved by technology

The traditional anti-seismic structural system resists earthquakes by enhancing the performance of the structure itself, such as adding steel bars and increasing the cross-sectional dimensions of beams, columns, and walls. In this way, with the improvement of the anti-seismic level of building buildings, the steel bars and cross-sectional dimensions of the building structure will become geometric multiples The increase of the structure will greatly increase the construction cost of the structure, and will have a serious impact on the layout of the house space and the beauty of the structure.

Traditional structural anti-seismic methods are becoming more and more difficult to meet the increasing anti-seismic requirements

[0003] In the prior art, laminated rubber bearings and flat sliding bearings are generally used as shock absorbing devices alone, which cannot meet high seismic requirements.

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