CN219411447U

CN219411447U - Reinforcing steel bar structure of building

Info

Publication number: CN219411447U
Application number: CN202320918744.6U
Authority: CN
Inventors: 林云肖; 项涛; 陈泽
Original assignee: Hangzhou Tihe Engineering Technology Co ltd
Current assignee: Hangzhou Tihe Engineering Technology Co ltd
Priority date: 2023-04-17
Filing date: 2023-04-17
Publication date: 2023-07-25
Anticipated expiration: 2033-04-17

Abstract

The utility model provides a reinforcing steel bar structure of a building, which relates to the technical field of building construction and comprises a steel bar structure, wherein the steel bar structure comprises L-shaped rib bodies, connecting ribs and V-shaped rib bodies, a plurality of L-shaped rib bodies are arranged side by side, each L-shaped rib body comprises a vertical rib body and a horizontal rib body, the horizontal rib bodies in the adjacent L-shaped rib bodies are connected with the connecting ribs, one end of each V-shaped rib body is connected with the connecting rib, the other two ends of each V-shaped rib body are respectively connected with the horizontal rib bodies in the adjacent L-shaped rib bodies, a triangular structure is formed among the V-shaped rib bodies, the connecting ribs and the horizontal rib bodies, a triangular stable structure is formed among the V-shaped rib bodies, the connecting ribs and the horizontal rib bodies, and the triangular stable structure can form a whole together with a floor slab after the floor slab is poured, the structural fastness of the wallboard and the floor slab is improved.

Description

Reinforcing steel bar structure of building

Technical Field

The utility model relates to the technical field of building construction, in particular to a reinforcing steel bar structure of a building.

Background

Building industrialization is a necessary direction of sustainable development of the building industry in China, and is an important way for improving labor productivity, engineering quality and technical progress and realizing transformation and upgrading of the building industry.

At present, the connection between the floor slab and the shear wall of the conventional fabricated building adopts a method of pouring concrete or cement mortar, steel bars are reserved on the floor slab, then the shear wall is hoisted and aligned with the steel bars, the connection between the floor slab and the shear wall is completed, the reserved steel bars on the conventional floor slab have poor strength after being poured with the floor slab, and the stability of the subsequent shear wall and the floor slab after being assembled can be affected.

Disclosure of Invention

In order to solve the above problems, the present utility model provides a reinforcing steel bar structure for a building, comprising: the steel bar structure comprises L-shaped bar bodies, connecting bars and V-shaped bar bodies, wherein a plurality of L-shaped bar bodies are arranged side by side, each L-shaped bar body comprises a vertical bar body and a horizontal bar body, the horizontal bar bodies in the L-shaped bar bodies are adjacent to each other and connected with each other, one end of each V-shaped bar body is connected with each connecting bar, the other two ends of each V-shaped bar body are respectively connected with the horizontal bar bodies in the L-shaped bar bodies adjacent to each other, and a triangular structure is formed between each V-shaped bar body and each horizontal bar body.

Optionally, the vertical rib and the horizontal rib are integrally formed into an L-shaped rib.

Optionally, a plurality of support ribs are arranged on the vertical rib body and the horizontal rib body.

Optionally, the support rib is arranged on the outer peripheral surface of the vertical rib body, and the support rib is arranged along the radial direction of the vertical rib body.

Optionally, the support rib is arranged on the outer peripheral surface of the transverse rib body, and the support rib is arranged along the radial direction of the transverse rib body.

Optionally, the L-shaped rib body further comprises a ring rib, and the ring rib is arranged on the support rib.

Compared with the prior art, the utility model has the following beneficial effects:

the steel bar structure is composed of a plurality of L-shaped bars which are arranged side by side, the L-shaped bars are composed of vertical bars and horizontal bars, the horizontal bars are bound on the steel bar framework of the floor slab in construction, then the floor slab is cast in situ, the vertical bars extend upwards out of the floor slab, then a pouring hole is formed in the lower surface of the wallboard, then the pouring hole is inserted into the vertical bars of the L-shaped bars, a triangular stable structure is formed among the V-shaped bars, the connecting bars and the horizontal bars by arranging the V-shaped bars, and the triangular stable structure can form a whole with the floor slab after the floor slab is poured, so that the structural fastness of the floor slab and the structural strength of the wallboard connected with the floor slab is improved.

Drawings

FIG. 1 is a schematic diagram of an embodiment of the present utility model;

fig. 2 is a schematic structural view of a reinforcement structure according to an embodiment of the present utility model;

fig. 3 is a schematic structural view of a vertical rib according to an embodiment of the present utility model.

Reference numerals illustrate:

1. a rebar structure; 11. l-shaped ribs; 111. a vertical rib body; 112. a transverse rib body; 113. supporting tendons; 114. a ring rib; 12. a connecting rib; 13. v-shaped ribs; 100. a wallboard; 200. and (3) floor slabs.

Detailed Description

In order that the above objects, features and advantages of the utility model will be readily understood, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art. In the present specification, "plurality" means two or more.

In the description of the present specification, the descriptions of the terms "embodiment," "one embodiment," and the like mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or embodiment is included in at least one embodiment or illustrated embodiment of the present utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same examples or implementations. Furthermore, the particular features, structures, materials, or characteristics may be combined in any suitable manner in any one or more embodiments or implementations.

Referring to fig. 1-3, an embodiment of the present utility model provides a reinforcing steel bar structure for a building (hereinafter referred to as a reinforcing steel bar structure), which includes a steel bar structure 1, where the steel bar structure 1 includes an L-shaped rib 11, a connecting rib 12 and a V-shaped rib 13, the L-shaped rib 11 is provided with a plurality of L-shaped ribs 11 side by side, the L-shaped rib 11 includes a vertical rib 111 and a horizontal rib 112, the horizontal rib 112 in adjacent L-shaped ribs 11 are connected with the connecting rib 12, one end of the V-shaped rib 13 is connected with the connecting rib 12, the other two ends of the V-shaped rib 13 are respectively connected with the horizontal rib 112 in adjacent L-shaped ribs 11, and a triangle structure is formed between the V-shaped rib 13, the connecting rib 12 and the horizontal rib 112.

In this embodiment, the reinforcement structure 1 is composed of a plurality of side-by-side L-shaped ribs 11, the L-shaped ribs 11 are composed of vertical ribs 111 and horizontal ribs 112, during construction, the horizontal ribs 112 are bound on the reinforcement skeleton of the floor slab 200, then the floor slab 200 is cast in place, the vertical ribs 111 extend upwards out of the floor slab 200, then casting holes are formed in the lower surface of the wall plate 100, then the casting holes are inserted into the vertical ribs 111 of the L-shaped ribs 11, by arranging the V-shaped ribs 13, a triangular stable structure is formed among the V-shaped ribs 13, the connecting ribs 12 and the horizontal ribs 112, after the floor slab 200 is cast, the triangular stable structure can form a whole with the floor slab 200, the structural fastness of the floor slab 200 is improved, and further the structural strength of the wall plate 100 connected with the floor slab 200 is improved.

Alternatively, the vertical rib 111 and the horizontal rib 112 are integrally formed into an L-shaped rib 11.

Specifically, the L-shaped rib 11 is formed by integrally forming the vertical rib 111 and the horizontal rib 112, during construction, the horizontal rib 112 is bound on the reinforcement cage of the floor slab 200, then the floor slab 200 is cast in situ, the vertical rib 111 extends upwards out of the floor slab 200, then a pouring hole is formed in the lower surface of the wallboard 100, then the pouring hole is inserted into the vertical rib 111 of the L-shaped rib 11, and finally the wallboard 100 and the floor slab 200 are connected together by cast-in-place concrete.

Optionally, a plurality of supporting ribs 113 are arranged on the vertical rib 111 and the horizontal rib 112.

Specifically, the binding force between the vertical tendons 111, the lateral tendons 112, and the concrete can be increased by the branch tendons 113.

Alternatively, the ribs 113 are provided on the outer circumferential surface of the vertical rib 111, and the ribs 113 are provided along the radial direction of the vertical rib 111.

Specifically, the supporting ribs 113 may be integrally formed on the outer circumferential surface of the vertical rib body 111, and the supporting ribs 113 may be welded on the outer circumferential surface of the vertical rib body 111, so that a contact area with concrete can be increased during casting, thereby increasing adhesion with concrete.

Alternatively, the ribs 113 are provided on the outer circumferential surface of the lateral rib 112, and the ribs 113 are provided along the radial direction of the lateral rib 112.

Specifically, the supporting ribs 113 may be integrally formed on the outer circumferential surface of the lateral rib body 112, and the supporting ribs 113 may be welded on the outer circumferential surface of the lateral rib body 112, so that a contact area with concrete can be increased during casting, thereby increasing an adhesive force with the concrete.

Optionally, the L-shaped rib 11 further includes a ring rib 114, and the ring rib 114 is disposed on the supporting rib 113.

Specifically, the ring rib 114 may be connected to the same horizontal support rib 113 on the vertical rib 111, and the ring rib 114 may be connected to the same vertical support rib 113 on the horizontal rib 112.

Although the present disclosure is described above, the scope of protection of the present disclosure is not limited thereto. Various changes and modifications may be made by one skilled in the art without departing from the spirit and scope of the disclosure, and these changes and modifications will fall within the scope of the utility model.

Claims

1. A reinforcing rebar structure for a building, comprising: the steel bar structure (1) comprises an L-shaped rib body (11), connecting ribs (12) and V-shaped rib bodies (13), wherein the L-shaped rib bodies (11) are arranged side by side, each L-shaped rib body (11) comprises a vertical rib body (111) and a horizontal rib body (112), the horizontal rib bodies (112) in the L-shaped rib bodies (11) are adjacent to each other, the connecting ribs (12) are connected, one end of each V-shaped rib body (13) is connected with each connecting rib (12), the other two ends of each V-shaped rib body (13) are connected with the corresponding horizontal rib bodies (112) in the L-shaped rib bodies (11) adjacent to each other, and triangular structures are formed between the connecting ribs (12) and the horizontal rib bodies (112).

2. The reinforcing steel bar structure of a building according to claim 1, characterized in that the vertical tendons (111) and the lateral tendons (112) are integrally formed into L-shaped tendons (11).

3. The reinforcing steel bar structure of a building according to claim 2, characterized in that a plurality of support bars (113) are provided on the vertical bars (111) and the horizontal bars (112).

4. A reinforcing steel bar structure for a building according to claim 3, wherein the supporting ribs (113) are provided on the outer circumferential surface of the vertical rib body (111), and the supporting ribs (113) are provided along the radial direction of the vertical rib body (111).

5. The reinforcing steel bar structure of a building according to claim 4, wherein the branch ribs (113) are provided on an outer circumferential surface of the lateral rib body (112), and the branch ribs (113) are provided along a radial direction of the lateral rib body (112).

6. The reinforcing steel bar structure of a building according to claim 5, characterized in that the L-shaped rib (11) further comprises a ring rib (114), said ring rib (114) being provided on the support rib (113).