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Construction method of non-support formwork gunning concrete bearing wall

A construction method and concrete technology, applied in climate change adaptation, building components, thermal insulation, etc., can solve the problems of wasting wood, steel and labor, surface layer cracking, etc., reduce project cost, save construction period, and solve protective layer cracks Effect

Active Publication Date: 2009-02-25
张晶廷
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Its method is also the same as in the construction of ordinary concrete walls, supporting the formwork on both sides, relying on a large amount of wood, steel pipes on both sides and through the through bolts passing through the wall to fix the formwork, thus wasting a lot of wood, steel and labor, and one side ( or both sides) the steel wire grid sandwich panel with steel wire mesh is placed in the outer formwork of the wall, and then the concrete for the wall is poured. After the formwork is removed, the crack-proof mortar is applied to the outside of the outer steel wire grid sandwich panel , the construction industry is commonly known as the "large-scale built-in" method. When the concrete is poured on the inner wall, the lateral stress of the concrete will squeeze the insulation board to the outer steel wire mesh, so that the steel wire mesh directly contacts the insulation layer, resulting in the plastered surface. When layering mortar, the surface layer mortar cannot wrap the steel mesh well, thus causing the surface layer to crack

Method used

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  • Construction method of non-support formwork gunning concrete bearing wall
  • Construction method of non-support formwork gunning concrete bearing wall
  • Construction method of non-support formwork gunning concrete bearing wall

Examples

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Embodiment 1

[0034] A. Prefabricated load-bearing slabs: Welding of eccentrically sandwiched steel cross-linked frame plates is completed on the steel cross-linked welding production line and delivered to the construction site;

[0035] B. Assembling the load-bearing net plate: after hoisting the eccentric sandwich steel bar cross-linked frame plate to the construction site, the anchor bars, beams, and column steel bars reserved for the inner wall are bound and connected with the eccentric sandwich steel bar cross-linked frame plate anchor bars;

[0036] C. Directly spray concrete 3-10cm on both sides of the eccentric sandwich steel cross-linking frame slab;

[0037] D. After wall injection is completed, spray beams and columns with self-compacting concrete.

[0038] The direct spraying concrete described in the step C of the above-mentioned embodiment includes cement mortar or fine stone concrete. Before direct spraying the concrete, install a strip or a ruler to control the thickness on ...

Embodiment 2

[0040] The present invention also provides another technical solution. When the flat grid of the eccentric sandwich reinforced cross-linked frame slab is greater than 5cm, one side is directly sprayed as the insulation layer, and the other side of the supporting formwork is sprayed with concrete as the load-bearing layer. Wall spraying, spraying concrete step by step:

[0041] A. Prefabricated load-bearing stencil: complete the partial sandwich steel cross-linked frame plate welding on the steel cross-link welding production line, and transport it to the construction site. See the prior patent of the patent applicant for details;

[0042] B. Assembling the load-bearing net plate: after hoisting the eccentric sandwich steel bar cross-linked frame plate to the construction site, the anchor bars, beams, and column steel bars reserved for the inner wall are bound and connected with the eccentric sandwich steel bar cross-linked frame plate anchor bars;

[0043] C. Spray 3-10cm of c...

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Abstract

The invention provides a construction method of gunning concrete bearing walls without supporting templets, which is characterized in that an eccentric sandwich reinforcing rod cross bonding rack plate used as a bearing wall rack is directly sprayed with a concrete layer as the bearing wall on a single side or both sides of an insulating layer of the rack plate by means of plain net grids and crossed inclined yarns as the frame support, and spraying and coating are carried out simultaneously. When the plain net grid of the eccentric sandwich reinforcing rod cross bonding rack plate is greater than 5cm, one side is directly sprayed as the insulating layer, and the supporting templet at the other side is jetted with concrete as the bearing layer; spraying and jetting concrete on inner and outer walls are carried out step by step. The invention can save a great deal of templets, simultaneously saves the construction period, reduces the engineering cost and efficiently solves the cracking problem of mortar coverage outside the insulating layer.

Description

technical field [0001] The invention relates to a construction method for spraying a concrete load-bearing wall without a support formwork, and belongs to the technical field of building structures and construction methods. Background technique [0002] During the construction of houses, a large amount of formwork support is required when pouring concrete load-bearing walls. In order to make reinforced concrete walls meet energy-saving requirements, people use reinforced grid sandwich panels as concrete sandwich insulation load-bearing walls. Its method is also the same as in the construction of ordinary concrete walls, supporting the formwork on both sides, relying on a large amount of wood, steel pipes on both sides and through the through bolts passing through the wall to fix the formwork, thus wasting a lot of wood, steel and labor, and one side ( or both sides) the steel wire grid sandwich panel with steel wire mesh is placed in the outer formwork of the wall, and then ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/76E04F13/02
CPCY02A30/244
Inventor 张晶廷
Owner 张晶廷
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