Aluminum alloy formwork special for fabricated concrete shearing wall structure

A technology of concrete shear wall and aluminum alloy formwork, which is applied in the fields of formwork/formwork/work frame, building structure, and on-site preparation of building components. To reduce the construction work area, standardize the construction process and speed up the construction speed

Pending Publication Date: 2017-08-08
广东省建科建筑设计院有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] ⑴ It takes a lot of time to set up and remove the formwork of wooden formwork, which is not only labor-intensive, but also low work efficiency
[0007] ⑵The large working surface of the construction site makes the construction site not clean enough, occupies the transportation channel, and affects the construction of other parts
[0008] (3) Wooden formwork materials are poorly recyclable and not energy-saving and environmentally friendly
[0009] ⑷ Due to the rough wooden surface of the wooden formwork and the nailing seams between the wooden formwork blocks, the finished surface of the concrete component will not be smooth enough, resulting in low quality of the finished surface of the concrete component
[0010] Therefore, the construction quality of the local cast-in-place structure in the existing prefabricated concrete buildings is uneven, the degree of standardization is low, and the economic benefits are not obvious enough

Method used

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  • Aluminum alloy formwork special for fabricated concrete shearing wall structure
  • Aluminum alloy formwork special for fabricated concrete shearing wall structure
  • Aluminum alloy formwork special for fabricated concrete shearing wall structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0054] The present invention is a special aluminum alloy formwork for prefabricated concrete shear wall structure, which includes at least one vertical board. When there are more than two vertical boards, each vertical board is used to enclose the structural prefabricated component 1 to form a cast-in-place area so as to form concrete components, and the vertical plates are combined into open ends for fixing on structural prefabricated components, and each vertical plate is a complete plate body or spliced ​​by multiple plate body units.

[0055] Such as Figure 1-9 As shown, this embodiment is applied to an aluminum alloy formwork in which the joints are located at the intersection of vertical and horizontal walls and the post-casting area is L-shaped (or T-shaped) when integral joints are used between adjacent prefabricated shear walls in the floor. . There are two vertical boards, the cross section of each vertical board is equilateral L-shaped, the vertical board located ...

Embodiment 2

[0063] Such as Figure 10 As shown, the difference between this embodiment and Embodiment 1 is that this embodiment is applied to the vertical and horizontal prefabricated shear walls of the outer wall when integral joints are used, and the post-casting area is L-shaped, and the riser 3 It is one piece, and the cross section of the riser 3 is an equilateral L shape, which is located inside the cast-in-place area 11 and serves as the inner formwork of the cast-in-place area 11. The outside of the cast-in-place area 11 is provided with non-structural prefabricated components, and the non-structural prefabricated The component is specifically a prefabricated thermal insulation board 14 (or decoration hanging board), which is used as an external formwork for the cast-in-place area. Riser 3 can be divided into one-piece type, two-piece combined type and three-piece combined type, which is the same as that in Embodiment 1. The open-shaped end formed by the riser 3 and the prefabric...

Embodiment 3

[0066] Such as Figure 11 and 12 As shown, the difference between this embodiment and Embodiment 1 is that this embodiment is applied to the integral joint connection between adjacent prefabricated shear walls in the floor, the joint is located at the T-shaped junction of the vertical and horizontal walls and The cast-in-place area is a straight aluminum alloy formwork 3 . There are three vertical boards, and each vertical board is a complete board body. The cross-section of the two vertical boards is unequal L-shaped, and the long sides of the two vertical boards are opposite to form open ends for It is connected with the transverse wall in the structural prefabricated component, and the short sides of the two vertical plates are respectively opposite to another plate-shaped vertical plate to form an open end for connecting with the vertical wall in the structural prefabricated component 1 .

[0067] The installation process of this embodiment is: the aluminum formwork 3 is...

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Abstract

The invention discloses an aluminum alloy formwork special for a fabricated concrete shearing wall structure. The aluminum alloy formwork comprises at least one vertical plate. When the number of the vertical plates is two or more, all the vertical plates are used for forming a cast-in-place area with a structure prefabricated component in an enclosed mode so that a concrete component can be formed, and the opening-shaped end formed by combining the vertical plates is used for being fixed to the structure prefabricated component; when one vertical plate is arranged, the vertical plate is used for forming a cast-in-place area with the structure prefabricated component and a non-structure prefabricated component in an enclosed mode so that a concrete component can be formed, and the opening-shaped end formed by combining the vertical plate and the non-structure prefabricated component is used for being fixed to the structure prefabricated component and the non-structure prefabricated component; and each vertical plate is an integral plate body or is formed by splicing a plurality of plate body units. According to the aluminum alloy formwork special for the fabricated concrete shearing wall structure, the construction efficiency is improved, the construction quality is ensured, construction is convenient, universality is high, the aluminum alloy formwork can be recycled, and energy saving and environmental friendliness are achieved, the bearing capacity is high, and stability is good. The construction finished surface of a cast-in-place concrete structure poured through the aluminum alloy formwork is smooth and beautiful, the rendering working procedure is omitted, and the construction period is shortened.

Description

technical field [0001] The invention relates to an aluminum alloy template specially used for an assembled concrete shear wall structure. Background technique [0002] At present, the promotion and application of prefabricated building systems in my country has promoted the rapid development of my country's construction industrialization and construction industrialization, and the domestic practical application and theoretical research on prefabricated concrete buildings has continued to deepen. [0003] In the construction of cast-in-place concrete structures, it is necessary to use formwork as a mold for forming concrete structures or reinforced concrete structures. Formwork generally consists of panels and support systems (including keels, trusses, beams, etc., and vertical support structures), connecting accessories (including bolts) , connecting buckle, formwork surface and supporting member, and connecting parts and accessories between the supporting member). The form...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G11/06
CPCE04G11/06
Inventor 徐其功徐天平毛娜杨国龙陈舒婷黄健耿凌鹏
Owner 广东省建科建筑设计院有限公司
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