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Partially-coated steel-concrete composite shear wall component

A combined shear wall and steel plate shear wall technology, applied in the direction of building components, walls, building structures, etc., can solve the problems of low strength of precast concrete structural materials, complicated connection technology, poor corrosion resistance and fire resistance, etc., to ensure coordination The effect of force and integrity

Pending Publication Date: 2021-05-25
THE ARCHITECTURAL DESIGN & RES INST OF ZHEJIANG UNIV
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Problems solved by technology

Prefabricated concrete structures have low material strength, heavy components, complex connection technology and poor integrity; steel structure materials have high strength, but the component cross-section is small, the stiffness is weak, and the material has poor corrosion resistance and fire resistance, so additional fire and corrosion prevention measures are required Combining the advantages of the above two systems, the steel-concrete composite structure has the characteristics of high strength, high rigidity, light weight, corrosion resistance and fire resistance, etc., but it is still difficult to arrange a large number of connecting steel bars when connecting components, and cannot meet the integrity requirements of traditional cast-in-place structures
Many of the above deficiencies seriously limit the application and development of prefabricated building structure systems.

Method used

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  • Partially-coated steel-concrete composite shear wall component
  • Partially-coated steel-concrete composite shear wall component
  • Partially-coated steel-concrete composite shear wall component

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Embodiment Construction

[0026] Reference will now be made in detail to the exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, the same numerals in different drawings refer to the same or similar elements unless otherwise indicated. The implementations described in the following exemplary embodiments do not represent all implementations consistent with this application. Rather, they are merely examples of apparatuses and methods consistent with aspects of the present application as recited in the appended claims.

[0027] The terminology used in this application is for the purpose of describing particular embodiments only, and is not intended to limit the application. As used in this application and the appended claims, the singular forms "a", "the", and "the" are intended to include the plural forms as well, unless the context clearly dictates otherwise. It should also be understood that the term...

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Abstract

The invention relates to the field of prefabricated buildings, and discloses a partially-coated steel-concrete composite shear wall component. The partially-coated steel-concrete composite shear wall component comprises a steel plate shear wall, wherein end transverse plates are fixedly connected to the upper end and the lower end of the steel plate shear wall respectively, extending webs and shear-resistant studs are fixedly connected to the end transverse plates, stiffening short ribs are fixedly connected between the end transverse plates and the extending webs, and outer-coated concrete is poured on the two sides of the steel plate shear wall. By the adoption of the scheme, the technical problem of vertical connection of the composite shear wall is solved, the application range of the composite component is widened, engineering application of the composite component in a prefabricated building structure system is facilitated, and the connecting structure between the composite components is conveniently achieved.

Description

technical field [0001] The invention relates to the field of prefabricated buildings, in particular to a partially clad steel-concrete composite shear wall component. Background technique [0002] Concrete structure houses are flexible in layout and require high structural integrity. In order to achieve structural integrity and related specification requirements in the design and construction of shear walls, the method of binding steel bars, supporting formwork, and pouring concrete is usually used to finally remove the formwork. practice is widely accepted. This approach has been used in the prefabricated structure of low-rise and high-rise structures, but it is obviously not applicable to the connection nodes of steel-concrete composite shear walls. [0003] In recent years, my country has vigorously promoted the development of the application of green buildings, and prefabricated buildings are one of the important ways to realize green buildings. The prefabricated build...

Claims

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Application Information

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IPC IPC(8): E04B2/56E04B2/58E04B1/38
CPCE04B2/56E04B2/58E04B1/388
Inventor 朱浩川肖志斌邵剑文
Owner THE ARCHITECTURAL DESIGN & RES INST OF ZHEJIANG UNIV
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