Concrete core brick stack enclosing wall structure

Abstract

The utility model discloses a concrete core brick stack enclosing wall structure which comprises a retaining wall, a plurality of concrete trays, a plurality of brick stack outer frames and a plurality of concrete column cores, a first reinforcing steel bar frame is arranged in the retaining wall, a second reinforcing steel bar frame is arranged in each concrete tray, a first through hole is formed in the middle of each concrete tray, and a second through hole is formed in the middle of each concrete tray. The concrete trays are arranged at the top of the retaining wall at intervals, the brick stack outer frame is built at the tops of the concrete trays, a second through hole is formed in the middle of the brick stack outer frame, and the outer wall of the concrete column core is fixedly connected with the concrete trays and the inner wall of the brick stack outer frame. A third reinforcing steel bar frame is arranged in the concrete column core, and the bottom ends of vertical reinforcing steel bars of the third reinforcing steel bar frame are arranged in the retaining wall in a penetrating mode and fixedly connected with the first reinforcing steel bar frame. The connecting structure strength of the brick pile and the retaining wall can be improved, the overall stability of the enclosing wall is enhanced, and the risk that the enclosing wall collapses in strong wind weather is reduced.

Description

Technical Field

[0001] This utility model relates to the field of wall construction technology, and in particular to a concrete core brick pier wall structure. Background Technology

[0002] In architecture, a wall is a vertical spatial partition structure used to enclose, divide, or protect a certain area. Most important building materials can be used to build walls, such as wood, stone, brick, concrete, metal materials, and polymer materials.

[0003] An existing fence structure includes a retaining wall, with several brick piers built on top of the retaining wall, and the piers connected by a fence. Because the fence has a large wind-exposed area, the structural strength at the connection between the brick piers and the retaining wall is not high. In strong winds, the fence is prone to collapse in sections, causing property damage and, in severe cases, injuries. Subsequent repairs also consume a lot of time and manpower. Utility Model Content

[0004] The purpose of this utility model is to provide a concrete core brick pier wall structure, which can improve the connection strength between the brick pier and the retaining wall, enhance the overall stability of the wall, and reduce the risk of the wall collapsing in windy weather.

[0005] To achieve the above and other related objectives, this utility model provides a concrete-core brick pier retaining wall structure, comprising: a retaining wall, several concrete trays, several brick pier frames, and several concrete column cores. The retaining wall includes a concrete wall body, and a first steel reinforcement frame is provided within the concrete wall body. A second steel reinforcement frame is provided within each concrete tray, and a first through hole is provided in the middle of each concrete tray. Several concrete trays are spaced apart on the top of the retaining wall, and the bottom surface of each concrete tray is fixedly connected to the top surface of the retaining wall. The brick pier frames are built on top of the concrete trays, and a second through hole is provided in the middle of each brick pier frame along its extension direction. The first through hole and the second through hole are connected. The concrete column cores are arranged within the first and second through holes along their extension directions. The outer wall of each concrete column core is fixedly connected to the inner wall of each concrete tray and the brick pier frame, respectively. A third steel reinforcement frame is provided within each concrete column core, and the bottom end of the vertical steel reinforcement of the third steel reinforcement frame passes through the retaining wall and is fixedly connected to the first steel reinforcement frame.

[0006] In one example of the concrete core brick pier wall structure of this utility model, the first steel reinforcement frame includes a plurality of first transverse steel bars, a plurality of first longitudinal steel bars and a plurality of first vertical steel bars. The plurality of first transverse steel bars, the plurality of first longitudinal steel bars and the plurality of first vertical steel bars are bound and fixed to form the first steel reinforcement frame.

[0007] In one example of the concrete core brick pier wall structure of this utility model, the diameters of the first transverse steel bar, the first longitudinal steel bar, and the first vertical steel bar are 4 to 6 mm.

[0008] In one example of the concrete core brick retaining wall structure of this utility model, the outer frame of the concrete tray is square, the first through hole is square, the concrete tray and the first through hole are coaxially arranged, the side length of the concrete tray is greater than the thickness of the retaining wall, and the height of the concrete tray is 100-150mm.

[0009] In one example of the concrete core brick retaining wall structure of this utility model, the side length of the first through hole is less than the thickness of the retaining wall, and the side length of the first through hole is 80-150mm.

[0010] In one example of the concrete core brick stack wall structure of this utility model, the shape of the outer frame of the brick stack matches the shape of the concrete tray, the shape of the second through hole matches the shape of the first through hole, and the outer frame of the brick stack and the second through hole are coaxially arranged.

[0011] In one example of the concrete core brick pier wall structure of this utility model, the second steel reinforcement frame includes several second transverse steel bars, several second longitudinal steel bars and several annular steel bars. The several second transverse steel bars, several second longitudinal steel bars and several annular steel bars are bound and fixed to form the second steel reinforcement frame.

[0012] In one example of the concrete core brick pier wall structure of this utility model, the diameter of the second transverse steel bar, the second longitudinal steel bar, and the ring steel bar is 4-6 mm.

[0013] In one example of the concrete core brick pier wall structure of this utility model, the third steel reinforcement frame includes two third vertical steel bars and several third longitudinal steel bars. The two third vertical steel bars are arranged in the middle of the concrete core along the extension direction of the concrete core. The bottom ends of the two third vertical steel bars are fixedly connected to the first steel reinforcement frame. The two ends of the several third longitudinal steel bars are respectively fixedly connected to the two third vertical steel bars.

[0014] In one example of the concrete core brick pier wall structure of this utility model, the diameter of the third vertical reinforcing bar is 10-12mm, and the diameter of the third longitudinal reinforcing bar is 4-6mm.

[0015] This utility model of a concrete-core brick pier retaining wall structure utilizes a first steel reinforcement frame to cast a concrete retaining wall on the ground. Then, several concrete trays are spaced apart on top of the retaining wall and fixedly connected to its top surface. Several brick pier frames are then constructed on top of the concrete trays. The concrete trays and brick pier frames each have a first and a second through hole. Concrete column cores are cast within these through holes. The vertical steel bars of a third steel reinforcement frame within the concrete column cores are fixedly connected to the first steel reinforcement frame within the retaining wall. This allows the concrete trays, brick pier frames, and concrete column cores to form a unified structure with the retaining wall, thereby increasing the structural strength of the connection between the brick piers and the retaining wall, enhancing the overall stability of the retaining wall, and reducing the risk of collapse during strong winds. Attached Figure Description

[0016] Figure 1 This is a three-dimensional structural diagram of an embodiment of the concrete core brick stack wall structure of this utility model;

[0017] Figure 2 This is a front view of an embodiment of the concrete core brick pier wall structure of this utility model;

[0018] Figure 3 This is a partial internal structure diagram of an embodiment of the concrete core brick stack wall structure of this utility model;

[0019] Figure 4 This is a perspective view of a concrete pallet in one embodiment of the concrete core brick stack wall structure of this utility model;

[0020] Figure 5 This is a perspective view of the outer frame of the brick stack in one embodiment of the concrete core brick stack wall structure of this utility model.

[0021] Component designation:

[0022] 100. Retaining wall; 110. First steel reinforcement frame; 111. First transverse reinforcement; 112. First longitudinal reinforcement; 113. First vertical reinforcement; 200. Concrete tray; 210. Second steel reinforcement frame; 211. Second longitudinal reinforcement; 212. Ring reinforcement; 220. First through hole; 300. Brick stack outer frame; 310. Second through hole; 400. Concrete column core; 410. Third steel reinforcement frame; 411. Third vertical reinforcement; 412. Third longitudinal reinforcement. Detailed Implementation

[0023] The following specific examples illustrate the implementation of this utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. This utility model can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this utility model. It should be noted that, in the absence of conflict, the following embodiments and features in the embodiments can be combined with each other. It should also be understood that the terminology used in the embodiments of this utility model is for describing specific implementation schemes and not for limiting the scope of protection of this utility model. Test methods in the following embodiments that do not specify specific conditions are generally performed under conventional conditions or according to the conditions recommended by the respective manufacturers.

[0024] When numerical ranges are given in the embodiments, it should be understood that, unless otherwise specified in this invention, both endpoints of each numerical range and any value between the two endpoints may be selected. Unless otherwise defined, all technical and scientific terms used in this invention, as well as the prior art known to those skilled in the art and the description of this invention, may be implemented using any prior art methods, equipment, and materials similar to or equivalent to those in the embodiments of this invention.

[0025] Please see Figures 1 to 5 This utility model provides a concrete-core brick pier retaining wall structure, comprising: a retaining wall 100, a plurality of concrete trays 200, a plurality of brick pier frames 300, and a plurality of concrete column cores 400. The retaining wall 100 includes a concrete wall body, and a first steel reinforcement frame 110 is provided within the concrete wall body. A second steel reinforcement frame 210 is provided within the concrete trays 200, and a first through hole 220 is provided in the middle of the concrete trays 200. The plurality of concrete trays 200 are spaced apart on the top of the retaining wall 100, and the bottom surface of the concrete trays 200 is fixedly connected to the top surface of the retaining wall 100. The brick pier frames 300 are built on top of the concrete trays 200, and a second through hole 310 is provided in the middle of the brick pier frames 300 along the extending direction of the brick pier frames 300. The first through hole 220 and the second through hole 310 cooperate and communicate with each other. The concrete column core 400 is disposed within the first through hole 220 and the second through hole 310 along the extension direction of the first through hole 220 and the second through hole 310. The outer wall of the concrete column core 400 is fixedly connected to the inner wall of the concrete tray 200 and the outer frame of the brick stack 300, respectively. A third steel reinforcement frame 410 is provided inside the concrete column core 400. The bottom end of the vertical steel reinforcement of the third steel reinforcement frame 410 passes through the retaining wall 100. The vertical steel reinforcement of the third steel reinforcement frame 410 is fixedly connected to the first steel reinforcement frame 110.

[0026] This utility model of a concrete-core brick pier wall structure utilizes a first steel reinforcement frame 110 to cast a retaining wall 100 on the ground. Then, several concrete trays 200 are spaced apart on top of the retaining wall 100 and fixedly connected to its top surface. Several brick pier frames 300 are constructed on top of the concrete trays 200. The concrete trays 200 and the brick pier frames 300 each have a first through hole 220 and a second through hole 310. Concrete cores 400 are cast within the first and second through holes 220 and 310, respectively. The vertical steel bars of the third steel reinforcement frame 410 within the concrete core 400 are fixedly connected to the first steel reinforcement frame 110 within the retaining wall 100. This allows the concrete trays 200, the brick pier frames 300, and the concrete cores 400 to form a unified structure with the retaining wall 100, thereby improving the structural strength of the connection between the brick piers and the retaining wall 100, enhancing the overall stability of the wall, and reducing the risk of collapse during strong winds. Among them, the concrete tray 200 is a precast concrete component, which can be adjusted according to the size of the retaining wall 100 and the design size of the wall column. The vertical steel bars of the third steel frame 410 need to be fixedly connected to the first steel frame 110 before the retaining wall 100 is poured. When building the brick pier outer frame 300, the concrete column core 400 is poured every 50cm or so to ensure the compactness of the concrete column core 400.

[0027] Please see Figure 3 In one example of the concrete core brick pier wall structure of this utility model, the first steel reinforcement frame 110 includes a plurality of first transverse steel bars 111, a plurality of first longitudinal steel bars 112, and a plurality of first vertical steel bars 113. The plurality of first transverse steel bars 111, the plurality of first longitudinal steel bars 112, and the plurality of first vertical steel bars 113 are bound and fixed to form the first steel reinforcement frame 110. The diameter of the first transverse steel bars 111, the first longitudinal steel bars 112, and the first vertical steel bars 113 is 4-6 mm.

[0028] Please see Figure 1 , Figure 4 and Figure 5In one example of the concrete core brick pier wall structure of this utility model, the outer frame of the concrete tray 200 is square, the first through hole 220 is square, the concrete tray 200 and the first through hole 220 are coaxially arranged, the side length of the concrete tray 200 is greater than the thickness of the retaining wall 100, and the height of the concrete tray 200 is 100-150mm. The side length of the first through hole 220 is less than the thickness of the retaining wall 100, and the side length of the first through hole 220 is 80-150mm. The shape of the brick pier outer frame 300 matches the shape of the concrete tray 200, the shape of the second through hole 310 matches the shape of the first through hole 220, and the brick pier outer frame 300 and the second through hole 310 are coaxially arranged.

[0029] Please see Figure 3 In one example of the concrete core brick pier wall structure of this utility model, the second steel reinforcement frame 210 includes a plurality of second transverse steel bars, a plurality of second longitudinal steel bars 211, and a plurality of annular steel bars 212. The plurality of second transverse steel bars, the plurality of second longitudinal steel bars 211, and the plurality of annular steel bars 212 are bound and fixed to form the second steel reinforcement frame 210. The diameter of the second transverse steel bars, the second longitudinal steel bars 211, and the annular steel bars 212 is 4-6 mm.

[0030] Please see Figure 3 In one example of the concrete core brick pier wall structure of this utility model, the third steel reinforcement frame 410 includes two third vertical steel bars 411 and several third longitudinal steel bars 412. The two third vertical steel bars 411 are arranged in the middle of the concrete column core 400 along the extension direction of the concrete column core 400. The bottom ends of the two third vertical steel bars 411 are fixedly connected to the first steel reinforcement frame 110, and the two ends of the several third longitudinal steel bars 412 are respectively fixedly connected to the two third vertical steel bars 411. The diameter of the third vertical steel bars 411 is 10-12 mm, and the diameter of the third longitudinal steel bars 412 is 4-6 mm.

[0031] 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 concrete-core brick pier wall structure, characterized in that, include: A retaining wall, the retaining wall comprising a concrete wall, wherein a first steel reinforcement frame is provided within the concrete wall; A plurality of concrete pallets, wherein a second steel reinforcement frame is provided inside the concrete pallet, and a first through hole is provided in the middle of the concrete pallet; the plurality of concrete pallets are spaced apart on the top of the retaining wall, and the bottom surface of the concrete pallet is fixedly connected to the top surface of the retaining wall. A number of brick stack frames are built on top of the concrete tray. A second through hole is provided in the middle of the brick stack frame along the extension direction of the brick stack frame. The first through hole and the second through hole are connected and cooperate with each other. A plurality of concrete column cores are provided, which are arranged in the first and second through holes along the extension direction of the first and second through holes. The outer wall of the concrete column core is fixedly connected to the inner wall of the concrete tray and the outer frame of the brick stack, respectively. A third steel reinforcement frame is provided in the concrete column core. The bottom end of the vertical steel reinforcement of the third steel reinforcement frame passes through the retaining wall and is fixedly connected to the first steel reinforcement frame.

2. The concrete core brick pier wall structure as described in claim 1, characterized in that, The first steel reinforcement frame includes a plurality of first transverse steel bars, a plurality of first longitudinal steel bars and a plurality of first vertical steel bars. The plurality of first transverse steel bars, the plurality of first longitudinal steel bars and the plurality of first vertical steel bars are bound and fixed together to form the first steel reinforcement frame.

3. The concrete core brick pier wall structure as described in claim 2, characterized in that, The diameters of the first transverse reinforcement, the first longitudinal reinforcement, and the first vertical reinforcement are 4 to 6 mm.

4. The concrete core brick pier wall structure as described in claim 1, characterized in that, The outer frame of the concrete tray is square, the first through hole is square, the concrete tray and the first through hole are coaxially arranged, the side length of the concrete tray is greater than the thickness of the retaining wall, and the height of the concrete tray is 100-150mm.

5. The concrete core brick pier wall structure as described in claim 4, characterized in that, The side length of the first through hole is less than the thickness of the retaining wall, and the side length of the first through hole is 80-150mm.

6. The concrete core brick pier wall structure as described in claim 4, characterized in that, The shape of the brick stack outer frame matches the shape of the concrete tray, the shape of the second through hole matches the shape of the first through hole, and the brick stack outer frame and the second through hole are coaxially arranged.

7. The concrete core brick pier wall structure as described in claim 4, characterized in that, The second steel reinforcement frame includes several second transverse steel bars, several second longitudinal steel bars, and several ring steel bars. The several second transverse steel bars, several second longitudinal steel bars, and several ring steel bars are bound and fixed together to form the second steel reinforcement frame.

8. The concrete core brick pier wall structure as described in claim 7, characterized in that, The diameters of the second transverse reinforcement, the second longitudinal reinforcement, and the annular reinforcement are 4 to 6 mm.

9. The concrete core brick pier wall structure as described in claim 1, characterized in that, The third steel reinforcement frame includes two third vertical steel bars and several third longitudinal steel bars. The two third vertical steel bars are arranged in the middle of the concrete column core along the extension direction of the concrete column core. The bottom ends of the two third vertical steel bars are fixedly connected to the first steel reinforcement frame. The two ends of the several third longitudinal steel bars are respectively fixedly connected to the two third vertical steel bars.

10. The concrete-core brick pier wall structure as described in claim 9, characterized in that, The diameter of the third vertical reinforcing bar is 10-12 mm, and the diameter of the third longitudinal reinforcing bar is 4-6 mm.

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