CN214785031U - Partially-coated steel-concrete combined shear wall member - Google Patents

Abstract

The utility model relates to an assembly type structure field discloses a partial cladding steel-concrete combination shear wall component, including steel sheet shear wall, the upper and lower both ends of steel sheet shear wall have linked firmly the end diaphragm respectively, link firmly on the end diaphragm and extend web and shear bolt nail, the end diaphragm with it puts more energy into the energy short rib to extend has linked firmly between the web, the outsourcing concrete has been pour to the both sides of steel sheet shear wall. After the scheme is adopted, the technical problem of vertical connection of the combined shear wall is solved, the application range of the combined member is widened, the engineering application of the combined member in an assembly type building structure system is facilitated, and the connection structure between the combined members is conveniently realized.

Description

Partially-coated steel-concrete combined shear wall member

Technical Field

The utility model relates to an assembly type structure field especially relates to a partial cladding steel-concrete composite shear wall component.

Background

The concrete structure house type is arranged flexibly, the requirement on structural integrity is high, and in order to meet the requirement on structural integrity and relevant specifications during design and construction of the shear wall, a mode of binding steel bars, erecting formwork and pouring concrete for final form removal is generally adopted, so that the method is widely accepted. The method is adopted by the assembly type structure of the low-rise, multi-rise and high-rise structure, but the method is obviously not suitable for the connection node of the steel-concrete combined shear wall.

In recent years, China vigorously advances to develop the application of green buildings, and the assembly type buildings are one of the important implementation modes of the green buildings. The assembly type building has the characteristics of standardized design, industrialized production, assembly construction, integrated decoration, informatization management, intelligent application and the like, and is a green low-carbon building form with high performance, high efficiency, low energy consumption and low emission. Compared with the traditional building, the prefabricated building can greatly save resources, remarkably reduce construction energy consumption and emission, reduce construction waste and construction dust, improve engineering quality, realize the development of the building industry from a rough type to an intensive type, and have obvious green and low-carbon ecological effects.

Currently, the relatively mature structural systems commonly used in prefabricated buildings include precast concrete structures, steel structures, and steel-concrete composite structures. The prefabricated concrete structure material has low strength, heavy self-weight of components, complex connecting technology and poor integrity; the steel structure material has high strength, but the section of the member is small, the rigidity is weak, the corrosion resistance and the fire resistance of the material are poor, and fire prevention and corrosion prevention measures are additionally adopted; the steel-concrete combined structure integrates the advantages of the two systems, has the characteristics of high strength, high rigidity, light dead weight, corrosion resistance, fire resistance and the like, but is difficult to arrange a large amount of connecting steel bars when the components are connected, and can not meet the integral requirement of the traditional cast-in-place structure. The above disadvantages severely limit the application and development of fabricated building structure systems.

SUMMERY OF THE UTILITY MODEL

The embodiment of the utility model provides a purpose provides a part cladding steel-concrete composite shear wall component has solved the technical problem of the vertical connection of composite shear wall, has widened the application range of composite member, is favorable to the engineering application of composite member in the assembled building structure system, conveniently realizes the joint construction between composite member.

According to an embodiment of the present application, there is provided, including: the utility model provides a partial cladding steel-concrete combination shear wall component, includes the steel sheet shear force wall, the upper and lower both ends of steel sheet shear force wall have linked firmly the end diaphragm respectively, extension web and shear bolt nail have been linked firmly on the end diaphragm, the end diaphragm with it has the stiffening short rib to link firmly between the extension web, the outsourcing concrete has been pour to the both sides of steel sheet shear force wall.

Further, the shear pin has a plurality of pieces.

Furthermore, a plurality of shear studs are symmetrically distributed on two sides of the extension web.

Furthermore, the steel plate shear wall is connected with the transverse end plates in a welding mode.

Further, the extension web plate on one part of the clad steel-concrete combined shear wall member is horizontally connected with the extension web plate on the other part of the clad steel-concrete combined shear wall member through a high-strength bolt.

Further, the stiffening short ribs are arranged on the left side and the right side.

Furthermore, the pouring of the outer-wrapped concrete is factory prefabricated pouring except for the joint.

Furthermore, the outsourcing concrete is poured at the joint in situ by adopting a pressure grouting mode.

The technical scheme provided by the embodiment of the application can have the following beneficial effects:

due to the adoption of the end transverse plates, the concrete pouring quality of the two sides of the steel plate shear wall can be guaranteed. The extension webs are fixedly connected to the end transverse plates, and the components can be connected on site. The end transverse plates and the extension webs are fixedly connected with stiffening short ribs, so that the stability of the connecting part during the installation of the component can be ensured, and lateral support is not required. The shear-resistant stud is fixedly connected to the end transverse plates, so that the coordinated stress and integrity of the concrete and the steel plate at the joint can be ensured, and connecting steel bars do not need to be arranged.

It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present application and together with the description, serve to explain the principles of the application.

Fig. 1 is a schematic illustration of a partially clad steel-concrete composite shear wall fabricated connecting node according to an exemplary embodiment.

Fig. 2 is a sectional view taken along line a-a of fig. 1.

Fig. 3 is a schematic diagram illustrating an installation process of a partially clad steel-concrete composite shear wall fabricated connecting node according to an exemplary embodiment.

Fig. 4 is a sectional view taken along line B-B of fig. 3.

Fig. 5 is a schematic view of fig. 4 after installation is complete.

Fig. 6 is a schematic diagram illustrating a partially clad steel-concrete composite shear wall fabricated connecting node after installation according to an exemplary embodiment.

Fig. 7 is a sectional view taken along line C-C of fig. 6.

Description of reference numerals: the steel plate shear wall comprises a steel plate shear wall body 1, a transverse end plate 11, shear studs 12, an extension web plate 13, stiffening short ribs 14, reserved bolt holes 15, high-strength bolts 2, a screw rod 21, a gasket 22, nuts 23, temporary side templates 24, outer-wrapped concrete 3 and self-compacting concrete 4.

Detailed Description

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, like numbers in different drawings represent the same or similar elements unless otherwise indicated. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present application. Rather, they are merely examples of apparatus and methods consistent with certain aspects of the present application, as detailed in the appended claims.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the application. As used in this application and the appended claims, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that the term "and/or" as used herein refers to and encompasses any and all possible combinations of one or more of the associated listed items.

As shown in fig. 1 to 7, the utility model discloses a partial cladding steel-concrete combination shear wall component, including steel sheet shear wall 1, steel sheet shear wall 1's upper and lower both ends have linked firmly end diaphragm 11 respectively, have linked firmly extension web 13 and shear stud 12 on the end diaphragm 11, end diaphragm 11 with it has stiffened short rib 14 to extend to link firmly between the web 13, outsourcing concrete 3 has been pour to the both sides of steel sheet shear wall 1.

According to the technical scheme, the steel plate shear wall 1 comprises the welding end transverse plates 11, the shear studs 12, the extension webs 13 and the stiffening short ribs 14, and the quality of welding seams meets the requirements of relevant specifications. The extension web 13 is provided with a reserved bolt hole 15. And then pouring outer-coated concrete 3 on two sides of the steel plate shear wall 1, wherein the shear studs 12, the extension webs 13 and the stiffening short ribs 14 are exposed to form a part of coated steel-concrete combined shear wall member. When the outer concrete 3 of the part of the cladding steel-concrete combined shear wall member is poured in a factory, the member is laid on a mould table or other materials easy to demould, the pouring outer concrete 3 is vibrated and fully formed at one time, various inward extending parts need to be vibrated fully to prevent bubbles from silting to form a cavity, the member is demoulded and stacked after maintenance is finished, and the member can be delivered after acceptance is finished. The partially clad steel-concrete composite shear wall member of the present embodiment is prefabricated in a factory.

In this embodiment, the shear studs 12 have a plurality of pieces, and the plurality of shear studs 12 are symmetrically distributed on both sides of the extended web 13. The steel plate shear wall 1, the transverse end plates 11, the shear studs 12, the extension webs 13 and the stiffening short ribs 14 are connected by welding. The stiffening short ribs 14 are arranged in left and right.

As shown in fig. 3 to 4, the partially-clad steel-concrete composite shear wall member is transported to a designated position for splicing, the extension web 13 of the connection area is connected by the high-strength bolt 2, and the upper member and the lower member are spliced into a whole. The high-strength bolt 2 is composed of a screw 21, a gasket 22 and a nut 23. The extending web 13 is provided with stiffening short ribs 14, so that the stability of the wall body during installation can be ensured, and no additional temporary wall body support is required; the stiffening short ribs 14 are arranged on the left side and the right side, so that the high-strength bolt 2 is convenient to mount, and the stiffening short ribs are tightly attached after being mounted, and the connection strength is ensured; the connection area can be arranged at the junction of the floors of the upper floor and the lower floor, the end transverse plates 11 are used as laying points of the steel bar truss floor bearing plates, and the floor temporary support does not need to be additionally arranged.

As shown in fig. 5 to 7, after the high-strength bolt 2 is installed, the side face of the connection node area is sealed by using the temporary side formwork 24, and the self-compacting concrete 4 is poured. Pressure grouting can be adopted during the pouring of the self-compacting concrete 4 so as to ensure the pouring compactness. The end transverse plates 11 are provided with shear-resistant studs 12, so that the extension webs 13 of the connecting sections and the post-cast self-compacting concrete 4 can be ensured to be coordinated in stress and integrity without additionally arranging connecting steel bars or other reinforcing connecting modes; the short stiffening ribs 14 longitudinally form coherent channels along the connection, so that the self-compacting concrete 4 on two sides can be ensured to be poured at one time, and the construction efficiency is improved.

The connecting node of the partially-coated steel-concrete combined shear wall component is a weak link of the component for resisting vibration, when the self-compacting concrete 4 is poured, force transmission of the concrete in the vertical direction needs to be guaranteed, no gap can be formed, and the form removal needs to be performed for maintenance. After the self-compacting concrete 4 forms the strength, repeating the above procedures to splice the next section of the member.

The aforesaid is only the embodiment of the utility model discloses, all simultaneously the utility model discloses in related words such as "upper and lower, left and right, centre" only do the reference usefulness, not absolutely restricted, all utilize the utility model discloses carry out insubstantial change, all shall belong to the act of infringing the protection scope of the utility model.

Claims (8)

1. The utility model provides a partly cladding steel-concrete combination shear wall component which characterized in that: including the steel sheet shear force wall, the upper and lower both ends of steel sheet shear force wall have linked firmly the end diaphragm respectively, link firmly on the end diaphragm and extend web and shear bolt nail, the end diaphragm with it puts more energy into energy the short rib to extend to link firmly between the web, the outsourcing concrete has been pour to the both sides of steel sheet shear force wall.

2. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: the shear stud has a plurality of pieces.

3. A partially clad steel-concrete composite shear wall member according to claim 2, wherein: the plurality of shear studs are symmetrically distributed on two sides of the extension web.

4. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: and the steel plate shear wall is connected with the transverse end plates in a welding mode.

5. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: the extension web plate on one part of the clad steel-concrete combined shear wall member is horizontally connected with the extension web plate on the other part of the clad steel-concrete combined shear wall member through a high-strength bolt.

6. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: the stiffening short ribs are arranged on the left side and the right side.

7. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: the pouring of the outer concrete is factory prefabricated pouring except for the joint.

8. A partially clad steel-concrete composite shear wall member according to claim 1, wherein: the outer concrete is poured and cast in situ at the joint in a pressure grouting mode.

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