Displacement and location method of building with bidirectional rollers and shock-insulation supports

Abstract

The invention discloses a displacement and location method of a building with bidirectional rollers and shock-insulation supports. Displacement rails are constructed on both sides of pillars or walls of the to-be-displaced building; rollers are laid; underpinning beams are manufactured on the rollers; the pillars or the walls are clamped by both sides of the underpinning beams that are connected with the pillars or the walls; in the vertical direction of the underpinning beams, connecting beams are constructed between two rows of pillars or walls; when the pillars or the walls are cut off from the foundation, the pillars or the walls are displaced to the location positions through a traction or a pushing apparatus; besides the displacement rails preconstructed in the displacement direction, longitudinal rails that are vertical to the displacement direction and corresponding to the plane location of the connecting beams are constructed in the location position; when located, the connecting beams are aligned with the lower corresponding plane surfaces of the longitudinal rails; rollers that are vertical to the displacement direction are laid on the longitudinal rails; a grouting material is cast between channel beams and holes at the bottoms of the connecting beams; and a plurality of rubber supports are arranged between the underpinning beams and the connecting beams as well as between the displacement rails and the longitudinal rails around the displaced building. The method can facilitate the building to roll in the displacement direction and roll in the direction vertical to the displacement direction.

Description

technical field [0001] The invention relates to a civil construction technology, in particular to a method for shifting and placing a building with a two-way roller shock-isolation bearing. Background technique [0002] At present, the usual buildings are shifted, and shift tracks are built on both sides of the column (wall), and steel rollers and other walking devices are laid on the shift tracks, and channel steel is supported on the steel rollers as the bottom formwork pouring to make reinforced concrete brackets. To change the beam, the two sides of the underpinning beam clamp the column (wall) and connect with the column (wall). Before the displacement, the connection between the column (wall) and the foundation is cut off, and the transmission path of the upper part of the building changes from passing through the column (wall) and foundation to the foundation before the cutoff, and becomes through the column (wall), underpinning beam, and roller , The displacement tr...

AI Technical Summary

Problems solved by technology

However, the vertically placed rollers are placed in two layers above and below, and are not on the same plane. The structure is complicated, the cost is high, and the construction is difficult.

The device cannot be used for building shifting

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