Special-shaped beam column node template and engineering template equipping method thereof

A special-shaped beam-column and arc-shaped formwork technology is applied in the fields of formwork/formwork/work frame, on-site preparation of building components, construction, etc., which can solve the problem that the front and rear formwork cannot be interchanged, which is not conducive to saving and environmental protection, and increases construction investment. and other problems, to achieve the effect of good anti-deformation ability, smooth joints, and saving construction costs.

Active Publication Date: 2015-04-29
BEIJING TIANHENG CONSTR
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] Concrete pouring is involved in building construction, so it involves the use of a large number of formwork. When pouring a whole structure, it is usually poured in sections, and it is continuously poured in sections. In order to save the use of formwork, the formwork must also Segmented support, so the formwork should be universal. As a standard structure, the formwork can usually be used universally. However, when encountering some special-shaped stru

Method used

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  • Special-shaped beam column node template and engineering template equipping method thereof
  • Special-shaped beam column node template and engineering template equipping method thereof
  • Special-shaped beam column node template and engineering template equipping method thereof

Examples

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Example Embodiment

[0048] Example 1:

[0049] When the floor appears during construction figure 1 The beam 1 column 2 structure shown in a, b, c, d, e, f, g, and h is not uniform. When the node supports the template, there will be many different structures. Here we call the support template Special-shaped beam-column node template; this embodiment is a special-shaped beam-column node template, the column is a circular column with the same circular size, and the beam is a rectangular beam; figure 2 As shown, the node template is a steel template, including a bottom mold 3 that is used to close and hug and connect with a column and an upper mold 4 that is fixedly connected to the bottom mold. A circle is provided at the upper port of the bottom mold at 90 degrees outward. An annular platform 301, wherein a long arc through hole 302 is provided on the annular platform surface, and the upper mold includes a multi-segment arc-shaped template 401. The multi-segment arc-shaped template is adjusted and spl...

Example Embodiment

[0055] Example 2:

[0056] An engineering template configuration method for the special-shaped beam-column node template described in embodiment 1. The content in the embodiment is also the content of this embodiment. The method includes bottom mold making equipment and upper mold making equipment, and the bottom mold is used with The uprights are closed and hugged and connected. The upper mold includes a multi-segment arc template. The multi-segment arc template and the bottom mold are connected to the upper end of the column to form multiple beam interface nodes in different directions; the bottom mold has the same specifications, and the technology used in its production is a general technology; The mold has to face different beam exits, and the construction of the floor is to be constructed in stages. Due to the inconsistency of the upper mold, the upper mold production will be a big expense. In order to realize the recyclability of the upper mold in the sectional construction...

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Abstract

The invention discloses a special-shaped beam column node template and an engineering template equipping method thereof. The special-shaped beam column node template comprises a bottom die used for being connected with an upright column in a sealing and embracing mode, and an upper die which is fixedly connected with the bottom die, wherein an annular platform is arranged at the upper opening of the bottom die outwards at 90 degrees, a long strip arc through hole is formed in the annular platform, the upper die consists of a plurality of sections of arc templates, the plurality of sections of arc templates are regulated and spliced along the inner circumference of the bottom die to left beam connectors in different directions to form special-shaped beam column nodes, and a bolt penetrates through the through hole to be used for fixing the upper die onto the bottom die. According to the special-shaped beam column node template disclosed by the invention, by virtue of the structure, an upper template can be arranged in an arbitrary rotating mode so as to regulate the direction of a beam opening; by using the upper template formed by the arc templates with the common divisor or called modulus, the upper template can be detached and separately spliced, and the problem of non generality is solved with the combined type modulus upper template; by virtue of a matching method, the use quantity of the upper template can be proper, so that the segmented continuous construction is realized without needing to manufacture the whole template, and the construction cost is saved.

Description

Technical field [0001] The invention relates to the field of building construction, in particular to a special-shaped beam-column node template and a method for equipping an engineering template. Background technique [0002] Building construction involves concrete pouring, so it involves the use of a large number of templates. When pouring a whole structure, it is usually poured in sections, and it is continuous in sections. In order to save the use of formwork, the formwork should also Sectional support requires that the formwork should be universal. As a standard structure, the formwork can usually be universal. However, when encountering some special-shaped structures, for example, the beam-column structure of a floor is not uniform from front to back. Each section is in the column. There will be different beam exit directions and different number of joint beams. This will cause the front and rear templates to not be interchangeable. The template support of the overall beam a...

Claims

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Application Information

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IPC IPC(8): E04G13/00
Inventor 杨顺范钧沈洪田丽王颖
Owner BEIJING TIANHENG CONSTR
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