Closed horizontal rib structure of shear wall

Abstract

The utility model provides a shear wall sealing horizontal rib structure, and relates to the technical field of building engineering construction. Comprising a steel bar, hook parts are arranged at the two ends of the steel bar, the steel bar is bent multiple times to form a closed horizontal bar, the closed horizontal bar is provided with a cavity structure used for arranging longitudinal bars, and the hook parts are located in the cavity structure; the two ends of the reinforcing steel bar are hooked by 135 degrees, and the hooks at the ends extend to the opposite sides to hook the longitudinal reinforcing steel bar of the wall column and then are bound and formed. The structure has the advantages of better shock resistance, low reinforcement ratio and high construction efficiency.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering construction, and specifically relates to a shear wall closed horizontal reinforcement structure. Background Technique

[0002] In the prior art, there are three types of shear wall horizontal reinforcements.

[0003] The first type of shear wall horizontal reinforcement has columns at both ends, and the end of the horizontal reinforcement is bent at 90 degrees and folded into the column; the end of this shear wall horizontal reinforcement must be supported by columns, not only with a high reinforcement ratio, but also with many and complex steel bar models.

[0004] The second type of shear wall horizontal reinforcement is bent at both ends to form a U-shaped horizontal reinforcement that is closely attached to the outside of the main reinforcement of the column and is connected to the straight bar; each group of horizontal reinforcements of this shear wall horizontal reinforcement adds four connections, and too many connections occupy the cross-sectional area, increasing the use of steel and reducing the force transmission performance.

[0005] The third type of shear wall horizontal reinforcement is bent at both ends by subtracting the protective layer from the thickness of the shear wall and then bent at 90 degrees, and then bent at 135 degrees in sequence to hook the vertical reinforcement on the opposite side. The two ends of this shear wall horizontal reinforcement need to have a 135-degree hook inward and hook the corner reinforcement on the opposite side, with the greatest construction difficulty. Summary of the Invention

[0006] In order to solve the deficiencies in the background technique, the utility model provides a shear wall closed horizontal reinforcement structure, which has better seismic resistance, a low reinforcement ratio, high construction efficiency, and can bear the in-plane bending moment acting on the wall.

[0007] The embodiments of the utility model are implemented as follows.

[0008] This embodiment provides a shear wall closed horizontal reinforcement structure, including: a steel bar, both ends of the steel bar have hook portions, the steel bar is bent multiple times to form a closed horizontal reinforcement, the closed horizontal reinforcement has a cavity structure for arranging longitudinal reinforcements, and the hook portions are located in the cavity structure; the two ends of the steel bar are bent at 135° and closed, and the end hooks extend to the opposite side to hook the longitudinal reinforcement of the wall column, and then it is tied and formed.

[0009] In some embodiments of the utility model, the above-mentioned closed horizontal reinforcement has a plurality of bending portions, and the bending portions are all in arc transition.

[0010] Compared with the prior art, the embodiments of the utility model have at least the following advantages or beneficial effects.

[0011] An embodiment of the present utility model provides a shear wall closed horizontal reinforcement structure, including a steel bar. Both ends of the steel bar have hook portions. The steel bar is bent multiple times to form a closed horizontal reinforcement. The closed horizontal reinforcement has a cavity structure, and the hook portions are located in the cavity structure. In the present utility model, the cavity structure is used to arrange longitudinal reinforcements, and the hook portions are used to hook the longitudinal reinforcements of the wall columns. Since the closed horizontal reinforcement is formed by one steel bar, it is not easily damaged when disturbed and has better seismic performance. The present utility model reduces the reinforcement ratio, has high construction efficiency, and can bear the in-plane bending moment acting on the wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present utility model and should not be regarded as limiting the scope. For those of ordinary skill in the art, other related drawings can be obtained based on these drawings without creative efforts.

[0013] Figure 1 Schematic diagram of the prior art of Embodiment 1 of the present utility model.

[0014] Figure 2 Schematic diagram of the prior art of Embodiment 2 of the present utility model.

[0015] Figure 3 Schematic diagram of the prior art of Embodiment 3 of the present utility model.

[0016] Figure 4 Overall schematic diagram of Embodiment 4 of the present utility model.

[0017] Figure 5 Planar schematic diagram of Embodiment 4 of the present utility model.

[0018] Figure 6 Planar schematic diagram of Embodiment 5 of the present utility model.

[0019] Reference numerals: Z1 - column cavity, Z2 - column longitudinal reinforcement, Q3 - shear wall longitudinal reinforcement, K4 - cavity structure, 100 - shear wall horizontal reinforcement, 101 - 90° bend of shear wall horizontal reinforcement, 112 - column stirrup, 200 - shear wall U-shaped horizontal reinforcement, 201 - shear wall connecting horizontal reinforcement, 300 - shear wall horizontal reinforcement, 301 - 135° hook of shear horizontal reinforcement, X400 - closed horizontal reinforcement, X401 - 90° bend of closed horizontal reinforcement, X402 - 135° hook of closed horizontal reinforcement, X500 - closed horizontal reinforcement, X501 - 135-degree bend of closed horizontal reinforcement, X502 - 90-degree bend of closed horizontal reinforcement. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0020] To make the objectives, technical solutions, and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are some, but not all, of the embodiments of the present utility model. The components of the embodiments of the present utility model described and illustrated herein can be arranged and designed in a variety of different configurations.

[0021] Therefore, the following detailed description of the embodiments of the present utility model provided in the drawings is not intended to limit the scope of the claimed present utility model, but merely represents selected embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts fall within the scope of protection of the present utility model.

[0022] It should be noted that similar reference numerals and letters denote similar items in the following drawings. Therefore, once an item is defined in one drawing, it does not require further definition and explanation in subsequent drawings.

[0023] In the description of the embodiments of the present utility model, it should be noted that if terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are used to indicate the orientation or positional relationship, it is based on the orientation or positional relationship shown in the drawings or the orientation or positional relationship in which the product of the present utility model is usually placed during use. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation of the present utility model. In addition, if terms such as "first", "second", "third", etc. are used only for distinguishing descriptions and cannot be understood as indicating or implying relative importance.

[0024] In addition, if terms such as "horizontal", "vertical", "hanging", etc. are used, it does not mean that the component is required to be absolutely horizontal or hanging, but can be slightly inclined. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined.

[0025] In the description of the embodiments of the present utility model, if the term "plurality" is used, it represents at least two.

[0026] In the description of the embodiments of the present utility model, it should also be noted that unless otherwise clearly specified and defined, if the terms "set", "installed", "connected", "connected" are used, they should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection, or an electric welding connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the communication inside two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0027] During implementation, please refer to Figure 4 、 Figure 5 、 Figure 6 which shows an embodiment of the present utility model.

[0028] This embodiment Figure 4 Figure 5 provides a shear wall closed horizontal reinforcement structure, including steel bars. The two ends of the steel bars have hook portions X402. The steel bars are bent multiple times to form a closed horizontal reinforcement X400. The closed horizontal reinforcement X400 has a cavity structure K4, and the hook portions X402 are located in the cavity structure K4.

[0029] In this embodiment, the closed horizontal reinforcement X400 is integrally formed by using a bending machine to bend the steel bars. This is a conventional operation of the prior art, and the specific model of the bending machine is not limited here. The cavity structure K4 is used to set the longitudinal reinforcements Z2 and Q3, and the hook portions X402 are used to hook the longitudinal reinforcements of the wall columns. Since the closed horizontal reinforcement X400 is formed by one steel bar, it is not easily damaged when being disturbed. The present utility model reduces the reinforcement ratio and has high construction efficiency.

[0030] This embodiment Figure 6 The closed horizontal reinforcement X500 is formed by bending and combining two groups of horizontal reinforcements. The connection ports form a whole inside the cavity of the shear wall K4, with more uniform force and more convenient construction, and it is suitable for longer shear walls.

[0031] In the prior art, there are three types of conventional shear wall horizontal reinforcement structures, which are respectively Figure 1 、 Figure 2 、 Figure 3 , and the horizontal reinforcements are separately arranged;

[0032] Figure 1 is composed of two end columns Z1 and the cavity structure K4; Z1 is respectively composed of the longitudinal reinforcement Z2 and the stirrup 112, and the cavity K4 is formed by tying the horizontal reinforcements 100 on both sides of the shear wall and the longitudinal reinforcement Q3. The horizontal reinforcement 100 of the shear wall is bent into a 90-degree horizontal reinforcement 101° and buckled into the cavity of the column Z1.

[0033] Figure 2It is a cavity structure K4; the longitudinal bars are Z2 and Q3, and the horizontal bars of the shear wall are U-shaped horizontal bars 200 and straight bars 201. The U-shaped horizontal bars 200 of the shear wall are continuously bent at two 90° to form a U shape; the U-shaped horizontal bars 200 are closely attached to the outside of the longitudinal bar Z2 and are tied and formed with the straight bar 201.

[0034] Figure 3 Two ends of the two horizontal bars 300 of the shear wall are bent into 135° hooks 301 to form a cavity structure K4; after being bent at 90° at the end, it is bent at 135° once and buckled to the longitudinal bar Z2, and the shear wall longitudinal bar Q3 is placed inside and tied and formed.

[0035] In this embodiment Figure 4 Figure 5 The closed horizontal bar X400 is integrally formed, and there is no connection port on the outer ring, forming a whole, with more uniform force, and can bear the in-plane bending moment of the wall. Therefore, the present utility model also has better seismic performance.

[0036] In some embodiments of the present utility model, the above-mentioned closed horizontal bar X400 has five bending parts, including three 90° bends X401 and two 135° bends X402. The five bending parts are all in arc transition. Such a setting reduces the dead angle between the closed horizontal bar X400 and the longitudinal bar Z2, making the closed horizontal bar X400 and the longitudinal bar Z2 more fitting.

[0037] In this embodiment Figure 6 The closed horizontal bar X500 is formed by bending two groups of horizontal bars through bends X501 and X502. The connection port forms a whole inside the cavity of the shear wall K4 and is tied and formed with Q3, with more uniform force, and is suitable for use in shear walls with larger lengths.

[0038] In order to make the present utility model create greater value, when the three specifications and spacings in the prior art are the same, the present utility model can be used instead.

[0039] For those skilled in the art, it is obvious that this application is not limited to the details of the above-mentioned exemplary embodiments, and without departing from the spirit or basic characteristics of this application, this application can be implemented in other specific forms. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-limiting. The scope of this application is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be included in this application. Any reference signs in the claims should not be regarded as limiting the claimed rights.

Claims

1. A shear wall closed horizontal reinforcement structure, characterized in that, It includes steel bars. Both ends of the steel bars have hook portions. The steel bars are bent multiple times to form closed horizontal bars. The closed horizontal bars have a cavity structure for arranging longitudinal bars. The hook portions are located in the cavity structure and are buckled to the closed horizontal bars. The closed horizontal bars have 90-degree bending and 135-degree closing bending portions. The closing forms a U-shaped opening in the cavity.

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