Shear wall pipe channel steel adjusting structure

Abstract

This utility model belongs to the field of rebar adjustment technology, specifically relating to a rebar adjustment structure for shear wall ducts. It includes multiple evenly arranged vertical bars in two rows. One side of the vertical bars is connected to a first transverse bar, and the other side is used to install a grooved strip. A second transverse bar is installed on the other side. The second transverse bar is broken at the location of the grooved strip, which is located at the notch of the second transverse bar. The first and second transverse bars are connected to the vertical bars by steel wires. A transverse reinforcing bar is connected to the other side of the vertical bars. Both ends of the reinforcing bar are connected to the vertical bars via connectors, and the middle of the reinforcing bar bends towards one side of the wall. This utility model has a simple structure and ingenious design. By breaking the rebar at corresponding positions, it avoids interference between the rebar and the grooved strip, as well as the difficulty in installing the aluminum film plate.

Description

Technical Field

[0001] This utility model belongs to the field of steel reinforcement adjustment technology, specifically relating to a steel reinforcement adjustment structure for shear wall duct. Background Technology

[0002] Shear wall pipe trenches refer to the trenches opened on or inside the surface of a shear wall for laying water and electricity pipelines. These pipe trenches must be constructed under the premise of ensuring structural safety. They are mainly used to conceal water and electricity pipes, ventilation pipes and other equipment, and must meet the requirements of building codes for the bearing capacity of shear walls.

[0003] In the existing technology, the groove depth is 30mm, while the general steel reinforcement protective layer is 15mm. Therefore, the groove must be squeezed with the steel reinforcement to assemble the aluminum formwork. Squeezing will cause the steel reinforcement protective layer to become larger, and the installers of the aluminum formwork need to exert force to assemble it, making installation difficult. Utility Model Content

[0004] In view of the problems mentioned in the background art, the purpose of this utility model is to provide a shear wall duct reinforcement adjustment structure to solve the problems mentioned in the background art.

[0005] To achieve the above-mentioned technical objectives, the technical solution adopted by this utility model is as follows:

[0006] A shear wall duct reinforcement adjustment structure includes multiple evenly arranged vertical bars in two rows. One side of the vertical bars is connected to a first transverse bar, and the other side is used to install a groove bar and a second transverse bar. The second transverse bar is broken at the position of the groove bar, and the groove bar is located at the notch of the second transverse bar. The first and second transverse bars are connected to the vertical bars by steel wires. The other side of the vertical bars is connected to a transverse reinforcing bar. The two ends of the reinforcing bar are connected to the vertical bars by connectors, and the middle part of the reinforcing bar is bent towards one side of the wall.

[0007] Further specified, the end position of the reinforcing rib is located outside the vertical rib, the middle position of the reinforcing rib is located inside the vertical rib, and the contact position of the reinforcing rib and the vertical rib is in contact.

[0008] Further specifying, the break point of the second transverse reinforcement is connected to a longitudinal reinforcement along one side of the wall, and the longitudinal reinforcement is connected to a connecting rod parallel to the direction of the wall.

[0009] Furthermore, the reinforcing ribs, the second transverse ribs, and the first transverse ribs are arranged in a staggered manner in the vertical direction.

[0010] Further specified, the second transverse rib is located on the lower side of the connecting rod, and the reinforcing rib is located on the upper side of the second transverse rib.

[0011] Further specifying, the connector is a hook, and the vertical rib is engaged within the hook.

[0012] Further specifying, the connector is a vertical rod, which is arranged parallel to the vertical rib, and a steel wire connects the vertical rod and the vertical rib.

[0013] Furthermore, an aluminum template is connected to the outer side of the groove strip, and the aluminum template is located on one side of the wall.

[0014] Compared with the prior art, the present invention has the following advantages:

[0015] This utility model has a simple structure and ingenious design; by disconnecting the reinforcing bars at the corresponding positions, it avoids the problems of the reinforcing bars interfering with the groove strips and the difficulty in installing the aluminum film plate.

[0016] This utility model has a simple structure. By using reinforcing ribs, it strengthens the cut-off points of the reinforcing bars, thus ensuring the strength of the wall. Attached Figure Description

[0017] This utility model can be further illustrated by the non-limiting embodiments given in the accompanying drawings;

[0018] Figure 1 This is a schematic diagram of a first embodiment of the shear wall pipe groove reinforcement adjustment structure of this utility model;

[0019] Figure 2 This is a top side view of an embodiment of the shear wall duct reinforcement adjustment structure of this utility model;

[0020] Figure 3 This is a top view of a second embodiment of the shear wall duct reinforcement adjustment structure of this utility model;

[0021] Figure 4 This is a schematic diagram of the steel structure of this utility model;

[0022] The symbols for the main components are explained below:

[0023] Vertical rib 1, First transverse rib 2, Second transverse rib 3, Longitudinal rib 31, Connecting rod 32, Pressing groove strip 4, Aluminum film plate 41, Reinforcing rib 5, Hook 511, Vertical rod 512. Detailed Implementation

[0024] To enable those skilled in the art to better understand this utility model, the technical solution of this utility model will be further described below with reference to the accompanying drawings and embodiments. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0025] Unless otherwise defined, the technical or scientific terms used in this disclosure shall have the ordinary meaning understood by one of ordinary skill in the art to which this disclosure pertains; the terms “first,” “second,” and similar terms used in this disclosure do not indicate any order, quantity, or importance, but are merely used to distinguish different components. Terms such as “comprising” or “including” mean that an element or object preceding the word encompasses the elements or objects listed following the word and their equivalents, without excluding other elements or objects. Terms such as “connected” or “linked” are not limited to physical or mechanical connections, but can include electrical connections, whether direct or indirect.

[0026] like Figure 1-4 As shown, a shear wall duct reinforcement adjustment structure includes multiple evenly arranged vertical bars 1, arranged in two rows. One side of the vertical bar 1 is connected to a first transverse bar 2, and the other side is used to install a groove bar 4. A second transverse bar 3 is installed on the other side. The second transverse bar 3 is broken at the position of the groove bar 4. The groove bar 4 is located at the notch position of the second transverse bar 3. The first transverse bar 2 and the second transverse bar 3 are connected to the vertical bar 1 by steel wire. The other side of the vertical bar 1 is connected to a transverse reinforcing bar 5. The two ends of the reinforcing bar 5 are connected to the vertical bar 1 by connectors 51. The middle part of the reinforcing bar 5 is bent towards one side of the wall.

[0027] The purpose of this structure, employing the technical solution of this embodiment, is to form a groove, thereby enabling the installation of water pipes within the poured wall. During actual construction, after the reinforcing steel structure is assembled, a composite plate will be installed on the outside of the reinforcing steel structure, as shown in the reference. Figure 1 Figure 2 The external frame is formed so that the wall is formed after the pouring is completed. A groove is formed at the position of the groove strip. This utility model facilitates the installation of the groove strip by disconnecting the second transverse rib 3 at the groove position. The groove strip is located at the notch position. The middle part of the reinforcing rib 5 bends towards one side of the wall and will not interfere with the groove strip 4.

[0028] Reference Figure 3 and Figure 4 The end of the reinforcing rib 5 is located outside the vertical rib 1, and the middle of the reinforcing rib 5 is located inside the vertical rib 1. The reinforcing rib 5 and the vertical rib 1 are in contact. In this embodiment, by placing the reinforcing rib 5 inside the vertical rib 1, the reinforcing rib 5 is bent inward towards the vertical rib 1. The reinforcing rib 5 is a steel bar, which is elastic and can undergo elastic deformation.

[0029] Reference Figure 2The second transverse reinforcement 3 is disconnected at one side of the wall and connected to a longitudinal reinforcement 31. The longitudinal reinforcement 31 is connected to a connecting rod 32 parallel to the wall direction. In this embodiment, the longitudinal reinforcement 31 is provided to strengthen the front vertical reinforcement 1 and the rear vertical reinforcement 1. The connecting rod 32 is provided to connect to the longitudinal reinforcement 31 on one side.

[0030] Reference Figure 4 The reinforcing rib 5, the second transverse rib 3, and the first transverse rib 2 are arranged in a staggered manner in the vertical direction. In this embodiment, the reinforcing rib 5, the second transverse rib 3, and the first transverse rib 2 are arranged in a staggered manner in the vertical direction, so that the contact position of the reinforcing rib 5 and the second transverse rib 3 can be located at the same vertical position.

[0031] Reference Figure 4 The second transverse rib 3 is located below the connecting rod 32, and the reinforcing rib 5 is located above the second transverse rib 3. In this embodiment, the positions of the second transverse rib 3, the connecting rod 32, and the reinforcing rib 5 are further defined.

[0032] Reference Figure 1-2 The connector 51 is a hook 511, and the vertical rib 1 is snapped into the hook 511. In this embodiment, the connector 51 is provided to stabilize the position of the end of the second transverse rib 3 and keep the shape of the second transverse rib 3 fixed. When the vertical rib is a hook 511, the vertical rib 1 is snapped into the hook 511.

[0033] Reference Figure 3-4 The connector 51 is a vertical rod 512, which is arranged parallel to the vertical rib 1, and a steel wire connects the vertical rod 512 and the vertical rib 1. In this embodiment, the vertical rod 512 is designed to facilitate connection with the vertical rib 1. The connection between the vertical rod 512 and the vertical rib 1 via the steel wire fixes the position of the reinforcing rib 5, facilitating casting. The reinforcing rib 5 reinforces the area where the second transverse rib is broken.

[0034] Reference Figure 1 An aluminum template 41 is connected to the outer side of the groove strip 4, and the aluminum template 41 is located on one side of the wall. In this embodiment, the groove strip 4 is connected to the aluminum template 41, and when the aluminum template 41 falls off, the groove strip 4 and the aluminum template 41 fall off simultaneously.

[0035] The above embodiments are merely illustrative of the principles and effects of this utility model and are not intended to limit the scope of this utility model. Any person skilled in the art can modify or alter the above embodiments without departing from the spirit and scope of this utility model. Therefore, all equivalent modifications or alterations made by those skilled in the art without departing from the spirit and technical concept disclosed in this utility model should still be covered by the claims of this utility model.

Claims

1. A shear wall duct reinforcement adjustment structure, characterized in that: It includes multiple evenly arranged vertical ribs (1), the vertical ribs (1) are arranged in two rows, one side of the vertical rib (1) is connected to the first horizontal rib (2), the other side is used to install the groove strip (4), and the other side is installed with the second horizontal rib (3). The second horizontal rib (3) is broken at the position of the groove strip (4). The groove strip (4) is located at the notch position of the second horizontal rib (3). The first horizontal rib (2) and the second horizontal rib (3) are connected to the vertical rib (1) by steel wire. The other side of the vertical rib (1) is connected to the horizontal reinforcing rib (5). The two ends of the reinforcing rib (5) are connected to the vertical rib (1) by connectors (51). The middle part of the reinforcing rib (5) is bent towards one side of the wall.

2. The shear wall tube channel steel adjusting structure according to claim 1, characterized in that: The end of the reinforcing rib (5) is located outside the vertical rib (1), the middle part of the reinforcing rib (5) is located inside the vertical rib (1), and the reinforcing rib (5) abuts against the vertical rib (1).

3. The shear wall tube channel reinforcing structure according to claim 1, wherein: The second transverse reinforcement (3) is disconnected at one side of the wall and is connected to a longitudinal reinforcement (31), and the longitudinal reinforcement (31) is connected to a connecting rod (32) parallel to the wall direction.

4. The shear wall tube channel reinforcing structure according to claim 1, wherein: The reinforcing rib (5), the second transverse rib (3), and the first transverse rib (2) are staggered in the vertical direction.

5. The shear wall tube channel reinforcing structure according to claim 4, wherein: The second transverse rib (3) is located on the lower side of the connecting rod (32), and the reinforcing rib (5) is located on the upper side of the second transverse rib (3).

6. The shear wall tube channel reinforcing adjustment structure according to claim 1, characterized by: The connector (51) is a hook (511), and the vertical rib (1) is snapped into the hook (511).

7. The shear wall tube channel reinforcing structure according to claim 1, wherein: The connector (51) is a vertical rod (512), which is arranged parallel to the vertical rib (1), and a steel wire is connected between the vertical rod (512) and the vertical rib (1).

8. The shear wall tube channel reinforcing adjustment structure according to claim 1, characterized by: An aluminum template (41) is connected to the outside of the groove strip (4), and the aluminum template (41) is located on one side of the wall.

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