Wall body with embedded steel bars

Abstract

The utility model discloses a bar-embedded wall body which comprises a plurality of bricklaying layers, every two adjacent bricklaying layers are connected through a concrete layer, tie bars embedded into a side wall are arranged on the left side and the right side of the upper end face of each bricklaying layer, and a transverse reinforcing rib is connected between every two tie bars. The transverse reinforcing ribs are connected with a plurality of longitudinal reinforcing ribs, one ends of the longitudinal reinforcing ribs are connected with the transverse reinforcing ribs, and the other ends of the longitudinal reinforcing ribs are inserted into positioning holes in the bricking layer. The transverse reinforcing ribs are connected on the basis of the original tie bars, and the longitudinal reinforcing ribs are connected on the transverse reinforcing ribs, so that the structural strength of the embedded steel bar wall body can be further enhanced, and the embedded steel bar wall body is more suitable for use occasions with higher anti-seismic requirements, old dangerous building maintenance requirements and the like.

Description

Technical Field

[0001] This utility model relates to the technical field of rebar installation in masonry walls, specifically to a rebar-installed wall. Background Technology

[0002] Rebar embedding in walls is a common technique used for building reinforcement and structural repair. It involves embedding rebar into existing walls or concrete structures to enhance load-bearing capacity or connect different parts of the structure. This process effectively improves the tensile strength, shear strength, and flexural strength of walls or other components. It is commonly used in seismic reinforcement, expansion, repair, or reconstruction of buildings. The basic steps include: drilling, cleaning the holes, applying adhesive, inserting the rebar, and then laying the wall after curing. Figure 5 The image shows an existing reinforced concrete wall. Tie bars are installed at both ends of the reinforced concrete wall (embedded in the existing wall). The length of the tie bars is set according to different requirements. This structure only adds reinforcement in one direction, which has a limited effect on increasing the structural strength of the wall. In the use environment of old and dangerous buildings with high seismic requirements, the structural strength of this reinforced concrete wall is still insufficient. Utility Model Content

[0003] In view of the above-mentioned technical problems in related technologies, this utility model provides a rebar-reinforced wall that can solve the above problems.

[0004] To achieve the above-mentioned technical objectives, the technical solution of this utility model is implemented as follows:

[0005] A reinforced wall includes several brick layers, with adjacent brick layers connected by a concrete layer. Each brick layer has tie bars embedded in the side wall on both sides of its upper surface. A transverse reinforcing bar connects two tie bars, and several longitudinal reinforcing bars are connected to the transverse reinforcing bars. One end of the longitudinal reinforcing bar is connected to the transverse reinforcing bar, and the other end is inserted into a positioning hole on the brick layer.

[0006] Furthermore, the end of the tie bar extending out of the side wall is hook-shaped.

[0007] Furthermore, the two ends of the transverse reinforcing rib are welded to the ends of the tie ribs that extend out of the side wall.

[0008] Furthermore, the longitudinal reinforcing ribs are L-shaped structures, and several longitudinal reinforcing ribs are symmetrically welded to the front and rear sides of the transverse reinforcing ribs.

[0009] Furthermore, the bricklaying layer includes several porous bricks, each with several rows of holes, and one end of the longitudinal reinforcing rib is inserted into one of the holes.

[0010] The beneficial effects of this utility model are as follows: This application connects transverse reinforcing bars to the original tie bars, and connects longitudinal reinforcing bars to the transverse reinforcing bars, thereby further enhancing the structural strength of the rebar wall and making it more suitable for applications with high requirements for earthquake resistance and maintenance of old and dangerous buildings. Attached Figure Description

[0011] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0012] The present invention will now be described in further detail with reference to the accompanying drawings.

[0013] Figure 1 This is a cross-sectional view of a rebar-lined wall according to an embodiment of the present invention;

[0014] Figure 2 This is a schematic diagram showing the connection of the tie bar, transverse reinforcing bar, L-shaped longitudinal reinforcing bar, and porous brick as described in the embodiment of this utility model;

[0015] Figure 3 This is a schematic diagram of the structure of the porous brick described in this embodiment of the utility model;

[0016] Figure 4 This is a schematic diagram of the L-shaped longitudinal reinforcing rib described in an embodiment of the present invention;

[0017] Figure 5 This is a cross-sectional view of an existing reinforced wall as described in the background section.

[0018] In the picture:

[0019] 100. Brick layer; 110. Perforated brick; 111. Brick hole; 200. Concrete layer; 300. Side wall; 400. Tie bar; 500. Transverse reinforcement bar; 600. Longitudinal reinforcement bar. Detailed Implementation

[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model are within the protection scope of the present utility model.

[0021] like Figure 1As shown, this utility model discloses a reinforced wall, comprising several brick layers 100, with adjacent brick layers 100 connected by a concrete layer 200. Each brick layer 100 has tie bars 400 embedded in a side wall 300 on both sides of its upper surface. A transverse reinforcing bar 500 is connected between two tie bars 400. Several longitudinal reinforcing bars 600 are connected to the transverse reinforcing bars 500. One end of each longitudinal reinforcing bar 600 is connected to the transverse reinforcing bar 500, and the other end is inserted into a positioning hole on the brick layer 100. Example 1

[0022] In this application, a suitable length of transverse reinforcing bar 500 is cut according to the distance between two tie bars 400. The transverse reinforcing bar 500 is placed between the two tie bars 400. According to the usage requirements, an appropriate number of short longitudinal reinforcing bars 600 are selected. The longitudinal reinforcing bars 600 are placed on the brick layer 100. Marks are made on the longitudinal reinforcing bars 600 through positioning holes. The longitudinal reinforcing bars 600 are welded to the transverse reinforcing bars 500 through the markings. After the longitudinal reinforcing bars 600 and the transverse reinforcing bars 500 are welded, the longitudinal reinforcing bars 600 are inserted into the positioning holes. Then, the two ends of the transverse reinforcing bars 500 are welded to the tie bars 400. Example 2

[0023] like Figure 2-4 As shown, the bricks of the bricklaying layer 100 in this application can be perforated bricks 110, which originally have three rows of brick holes 111. Therefore, it is not necessary to open positioning holes on the bricklaying layer 100. The upper and lower rows of brick holes 111 can be used to connect the longitudinal reinforcing ribs 600, and the middle row of brick holes 111 is used for positioning the transverse reinforcing ribs 500. The transverse reinforcing ribs 500 are placed above the middle row of brick holes 111 and welded to the tie ribs 400. In order to make it easier to adjust the welding position of the transverse reinforcing ribs 500 and the tie ribs 400, the end of the tie ribs 400 extending out of the side wall 300 is set as a hook shape. In Embodiment 1, the short strip of longitudinal reinforcing ribs is marked. Welding the longitudinal reinforcing rib 600 requires highly skilled welders. If the longitudinal reinforcing rib 600 is welded at an angle, it cannot be inserted into the positioning hole. Therefore, the longitudinal reinforcing rib 600 is further designed as an L-shaped structure. In actual use, the transverse reinforcing rib 500 is placed and welded to the tie rib 400. Then, an appropriate number of L-shaped longitudinal reinforcing ribs 600 are selected, and a suitable brick hole 111 is selected. First, one end of the longitudinal reinforcing rib 600 is inserted into the brick hole 111. Then, the L-shaped longitudinal reinforcing rib 600 is rotated so that the other end of the longitudinal reinforcing rib 600 contacts the transverse reinforcing rib 500. Then, it is welded. Both sides can be welded symmetrically.

[0024] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A wall body with embedded tendons, comprising a plurality of layers of brick layers (100), two adjacent layers of said brick layers (100) being connected by a concrete layer (200), and a left and right side of an upper end surface of each of said brick layers (100) being provided with a tendon (400) embedded in a side wall (300), characterized in that, Two said tie bars (400) are connected with a transverse reinforcing rib (500), and a plurality of longitudinal reinforcing ribs (600) are connected with the transverse reinforcing rib (500), one end of the longitudinal reinforcing rib (600) is connected with the transverse reinforcing rib (500), and the other end is inserted into a positioning hole on the brick layer (100).

2. A wall as claimed in claim 1, wherein The end of the tie bar (400) extending out of the side wall (300) is in a hook shape.

3. A wall as claimed in claim 2, wherein The two ends of the transverse reinforcing rib (500) are welded with the end of the tie bar (400) extending out of the side wall (300).

4. The wall of claim 1 wherein, The longitudinal reinforcing rib (600) is in an L-shaped structure, and a plurality of longitudinal reinforcing ribs (600) are symmetrically welded on the front and back sides of the transverse reinforcing rib (500).

5. The wall of claim 1 wherein, The brick layer (100) comprises a plurality of perforated bricks (110), a plurality of brick holes (111) are arranged on the perforated brick (110), and one end of the longitudinal reinforcing rib (600) is inserted into the brick hole (111).

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