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Construction method of newly added shock insulation layer with brick-concrete structure

A brick-concrete structure and construction method technology, applied in the direction of earthquake resistance, building components, building structures, etc., can solve the problems of high overall cost, large engineering volume, complicated process, etc., and achieve low overall cost, low cost, and simple process Effect

Inactive Publication Date: 2017-05-31
HEBEI HUAYAN ZHUOZHU REINFORCEMENT ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a construction method for adding a shock-isolation layer to an existing brick-concrete structure, so as to solve the problems of relatively complex procedures, large engineering volume, poor safety and high overall cost of the construction method in the prior art

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  • Construction method of newly added shock insulation layer with brick-concrete structure
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  • Construction method of newly added shock insulation layer with brick-concrete structure

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Embodiment Construction

[0026] Such as Figure 1-3 As shown, the present invention provides a kind of construction method of the existing brick-concrete structure newly-increased shock-isolation layer, below with specific embodiment explanation construction step:

[0027] (a) Positioning and laying out of preset seismic isolation layer: The seismic isolation construction must strictly control the construction survey. The seismic isolation layer is generally set in the underground part of the brick-concrete structure. Before construction, a detailed elevation axis control plan must be prepared and leveling surveyed , to ensure that the elevation of the isolation layer is uniform and the axis is accurate, so that the effect of isolation and reinforcement can be exerted.

[0028] (b) Excavate indoor and outdoor earthwork, and clean up the wall below the preset seismic isolation layer.

[0029] (c) Reinforce the walls below the preset seismic isolation layer: the walls below the preset seismic isolation...

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Abstract

The invention relates to a construction method of a newly added shock insulation layer with a brick-concrete structure. The construction method comprises the steps that positioning and wire laying are pre-arranged for the shock insulation layer; the earthwork is excavated indoors and outdoors, the wall body below the pre-arranged shock insulation layer is cleared; the wall body below the pre-arranged shock insulation layer is reinforced; the wall body of the pre-arranged shock insulation layer is cut by static force and holes are opened, a temporary steel support is mounted on the location of the holes in the wall body; the wall body between the temporary steel support is torn down by segments; the lower joist beam steel ribs are bound on the reinforced wall body, the lower joist beam side mould is arranged in a supporting mode, the lower pre-buried plate is fixed, and concrete is casted to form a lower joist concrete beam; a rubber shock insulation mat is arranged on the lower joist concrete beam; an upper joist beam template is arranged in a supporting mode, and upper beam steel ribs are bound, an upper pre-buried plate is mounted, and concrete is casted on the rubber shock insulation mat to form an upper joist concrete beam; when the concrete intensity of the upper and the lower joist beam concrete reaches the designed value, the temporary steel support is cut and removed, and the construction of the shock insulation layer is complete. The construction method is simple and quick, less in project amount and high in safety.

Description

technical field [0001] The invention relates to the technical field of building reinforcement, in particular to a construction method for adding a shock-isolation layer to an existing brick-concrete structure. Background technique [0002] The earthquake damage of the Wenchuan Earthquake shows that the overall seismic performance of masonry structures is poor, the ductility is low, and brittle failures are prone to occur, which can easily cause large casualties and property losses. The early multi-storey masonry structures in my country had problems such as complex structure types, unreasonable structural systems, poor seismic capacity and seismic measures. The traditional seismic reinforcement methods mainly include: concrete slab wall reinforcement method of brick masonry, reinforcement method of newly added ring beam structural column, reinforcement method of adding seismic wall, reinforcement method of adding support, reinforcement method of setting external frame, etc. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98E04G23/02
CPCE04H9/027
Inventor 刘鹏飞
Owner HEBEI HUAYAN ZHUOZHU REINFORCEMENT ENG
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