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Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method

A technology of structural formwork and combination method, which is used in formwork/formwork/work frame, on-site preparation of building components, building construction, etc. problem, to achieve the effect of reliable connection, avoiding leakage of pulp at the corner, and tight connection

Inactive Publication Date: 2015-03-18
浙江省东阳第三建筑工程有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to overcome the structural defects of the existing rectangular single-inclination column cap wooden formwork, provide a combination method for the cast-in-place reinforced concrete structure formwork of the rectangular single-inclination angle column cap, and solve the gap between the column cap formwork and the template in the prior art. The problem of not tight splicing between spaces and external corners can avoid grout leakage during concrete pouring

Method used

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  • Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method
  • Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method

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Experimental program
Comparison scheme
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Embodiment Construction

[0013] Draw template processing diagram → material preparation and processing → site assembly → pouring concrete → template removal

[0014] Draw template processing diagram

[0015] Draw the processing diagrams of each trapezoidal template according to the rectangular single-inclination column cap to be poured. The trapezoidal template is divided into two groups, a total of four pieces, one of which has the same size as the trapezoidal surface of the column cap, and the upper and lower bottom sides of the other group are more trapezoidal than the column cap Increase the width of the upper and lower bottom by 10cm each (see figure 1 ), the trapezoidal template spliced ​​by multiple templates is equipped with right-angle grooves and grooves at the junction of the template and the template, the width of the right-angle grooves is 1cm, and the height is 1 / 2 the thickness of the template (see figure 2 ).

[0016] Material preparation and processing

[0017] Lay a number of rectangular t...

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Abstract

The invention relates to a rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method. The method is characterized in that a monoclinal corner post cap cost-in-situ reinforced concrete structure template consists of two groups of four trapezoid templates with different shapes and different sizes. Through the arrangement of a backing wooden keel and a right-angle tongue-and-groove slab joint, and external corners of the monoclinal corner post cap cost-in-situ reinforced concrete structure template and joints between the templates are relatively tight, so that concrete leakage is avoided, and molding quality of the monoclinal corner post cap concrete is ensured.

Description

Technical field [0001] The invention relates to a method for assembling a rectangular single-angle column cap cast-in-place structure template. Background technique [0002] The cast-in-place reinforced concrete beamless slab structure has the advantages of simple structure, simple force transmission path, and high headroom utilization, so it is widely used in basement garages, underground shopping malls and other structures. However, the load on the column structure of the basement without beam floor is relatively large, and the column caps must be provided with column caps, and the column caps are mostly cast-in-place reinforced concrete rectangular single-angle column caps. At present, the wooden mold used for pouring the rectangular single-angle column cap is assembled on site by four trapezoidal templates of the same size and shape to form an inverted ladder platform mold with a small lower and a large upper. Small extremely easy to leak, and the trapezoid formwork is compo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G13/02
Inventor 王建宏程勇俊
Owner 浙江省东阳第三建筑工程有限公司