Masonry masonry structure with built-in truss support

Abstract

The utility model discloses a masonry masonry structure with a built-in truss support, which relates to the field of masonry wall building, solves the problem that the stability of the existing single masonry masonry wall is limited, and adopts the following scheme that the masonry masonry structure comprises a bricking part formed by stacking bricks and a truss part built in the bricking part; the main body of the truss part is a frame body, the frame body comprises vertical side frames which are opposite in the left-right direction and transverse side frames which are opposite in the up-down direction, the ends of the two vertical side frames are fixedly welded to the ends of the transverse side frames, and a main pressure-bearing rib is fixedly welded between the two transverse side frames; the outer walls of the corners of the main pressure-bearing ribs are fixedly welded to the transverse side frames through the end ribs. According to the brickwork masonry structure with the built-in truss support, through the arrangement of the brickwork part, the multiple sets of truss parts arranged in the inner side of the brickwork part and the frame body, the pressure bearing effect can be improved through the brickwork masonry structure, meanwhile, the overall structure is simple, the brickwork masonry structure is suitable for brickwork of the brickwork part from the peripheral side through the transverse side frame and the vertical side frame, and the stability of the whole wall is guaranteed.

Description

Technical Field

[0001] This utility model relates to the field of masonry wall technology, specifically a masonry construction structure with built-in truss support. Background Technology

[0002] In truss structures, the truss refers to truss beams, a type of latticed beam structure. Truss structures are commonly used in public buildings such as large-span factories, exhibition halls, stadiums, and bridges. Masonry structures refer to building structures constructed using block materials and mortar. These block materials mainly include bricks, stones, or specially made blocks. Therefore, masonry structures can be divided into brick masonry structures, stone masonry structures, and block masonry structures. Currently, most masonry is used to ensure the squareness of the finished structure.

[0003] A search revealed that patent application number 202222782552.5 discloses a precast concrete hollow insulated wall structure with an internal truss, comprising a precast inner leaf wall panel, an insulation layer, and an outer leaf wall panel. One end of the internal truss is cast into the precast inner leaf wall panel, and the other end is anchored to the insulation layer, forming a cast-in-place cavity between the precast inner leaf wall panel and the insulation layer. One end of the connecting component protrudes outside the outer leaf wall panel, and the other end passes through the precast inner leaf wall panel and the insulation layer sequentially, anchoring to the internal truss. This utility model, through the above structure, provides a precast concrete hollow insulated wall structure with an internal truss that is highly industrialized and easy to assemble.

[0004] Existing brick masonry buildings are assembled by combining bricks and concrete. However, the overall structural stability is limited, and the higher the brick walls, the greater the downward pressure, resulting in limited overall stability. The bottom bricks also bear strong pressure, which means that safety needs to be improved.

[0005] Therefore, we propose a masonry construction structure with built-in truss support. Utility Model Content

[0006] To address the shortcomings of existing technologies, this utility model provides a masonry construction structure with built-in truss support, which solves the problem of limited stability of existing single masonry walls.

[0007] To achieve the above objectives, this utility model is implemented through the following technical solution: a masonry structure with built-in truss support, comprising a brickwork section formed by stacked bricks and a truss section built in between therebetween;

[0008] The main body of the truss section is a frame, which includes vertical side frames that are opposite each other on the left and right and horizontal side frames that are opposite each other on the top and bottom. The ends of the two sets of vertical side frames are fixedly welded to the ends of the horizontal side frames. Main bearing ribs are fixedly welded between the two sets of horizontal side frames, and the outer wall of the corner of the main bearing rib is fixedly welded to the horizontal side frame by end ribs.

[0009] As a preferred embodiment of this utility model, the main bearing reinforcement is formed by welding the middle of four sets of oblique rectangular reinforcements, and the outer ends of the four sets of rectangular reinforcements in the main bearing reinforcement are respectively fixedly welded to the inner side of the corners of the two sets of transverse side frames.

[0010] The main bearing reinforcement can support the welded transverse frame from the inside, ensuring the overall bearing capacity of the truss section, and thus ensuring the overall stability of the masonry wall during the internal masonry process.

[0011] As a preferred embodiment of this utility model, the main bearing reinforcement is further fixedly welded with side bearing reinforcements that are positioned opposite each other and form an "X" shape.

[0012] The side bearing reinforcement bars can support the corners of the main bearing reinforcement bars from both sides, further ensuring the bearing capacity of the main bearing reinforcement bars.

[0013] As a preferred embodiment of this utility model, both the horizontal and vertical side frames are U-shaped steel frames. The bricks stacked in the bricklaying section are clamped on the outer side of the horizontal and vertical side frames, and concrete is piled between adjacent bricks and between the horizontal and vertical side frames.

[0014] The horizontal and vertical side frames facilitate the mounting of bricks from the bricklaying section, thereby achieving built-in stable support and further ensuring the stability of the masonry wall.

[0015] As a preferred embodiment of this utility model, the truss section is composed of a central frame and two sets of vertical frames on both sides, and the truss section and the frame are dispersedly mounted on the brickwork section.

[0016] Depending on the requirements, truss sections or individual frames are selected and dispersedly installed in the wall to ensure the stability of the entire wall.

[0017] This utility model provides a masonry construction structure with built-in truss support. It has the following beneficial effects:

[0018] This masonry structure with built-in truss support can improve the bearing capacity by setting up multiple sets of trusses and frames inside the brickwork section. At the same time, the overall structure is simple and suitable for using the horizontal and vertical frames to build the brickwork section from the perimeter, ensuring the stability of the entire wall and solving the problem of limited stability of existing single masonry walls. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the structure of this utility model;

[0020] Figure 2This is a structural schematic diagram of the truss section of this utility model;

[0021] Figure 3 This is a schematic diagram of the structure of the frame of this utility model;

[0022] Figure 4 This is a side view of the frame structure of this utility model.

[0023] In the diagram: 1. Bricklaying section; 2. Truss section; 21. Frame structure; 211. Horizontal side frame; 212. Vertical side frame; 213. Main bearing reinforcement; 214. Side bearing reinforcement; 215. End reinforcement. Detailed Implementation

[0024] 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. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0025] Please see Figure 1-4 This utility model provides a technical solution: a masonry structure with built-in truss support, including a bricklaying part 1 made of stacked bricks and a truss part 2 built in between; the main body of the truss part 2 is a frame 21, which includes vertical side frames 212 that are opposite to each other in the left and right positions and horizontal side frames 211 that are opposite to each other in the up and down positions. The ends of the two sets of vertical side frames 212 are fixedly welded to the ends of the horizontal side frames 211. A main bearing rib 213 is fixedly welded between the two sets of horizontal side frames 211, and the outer wall of the corner of the main bearing rib 213 is fixedly welded to the horizontal side frame 211 through end ribs 215.

[0026] The masonry structure with built-in truss support can improve the bearing capacity by setting up the brick-laying part 1 and multiple sets of truss parts 2 and frame 21 inside it. At the same time, the overall structure is simple and suitable for using the horizontal side frame 211 and vertical side frame 212 to build the brick-laying part 1 from the periphery, so as to ensure the stability of the entire wall and solve the problem of limited stability of existing single masonry masonry walls.

[0027] Example 2:

[0028] The main bearing reinforcement 213 is formed by welding the middle of four sets of oblique rectangular reinforcements, and the outer ends of the four sets of rectangular reinforcements in the main bearing reinforcement 213 are respectively fixedly welded to the inner side of the corners of the two sets of transverse side frames 211. The main bearing reinforcement 213 can support the welded transverse side frames 211 from the inside, ensuring the overall bearing effect of the truss part 2, and thus ensuring the overall stability of the masonry wall during the internal masonry installation.

[0029] The main bearing reinforcement 213 is also fixedly welded with side bearing reinforcement 214 that are opposite each other and in an "X" shape; the side bearing reinforcement 214 on both sides can support the corners of the main bearing reinforcement 213 from both sides, further ensuring the bearing effect of the main bearing reinforcement 213.

[0030] Both the horizontal side frame 211 and the vertical side frame 212 are U-shaped steel frames. The bricks stacked in the bricklaying section 1 are clamped on the outer side of the horizontal side frame 211 and the vertical side frame 212, and concrete is piled between adjacent bricks and between the horizontal side frame 211 and the vertical side frame 212. The setting of the horizontal side frame 211 and the vertical side frame 212 facilitates the clamping of the bricks in the bricklaying section 1, thereby achieving built-in stable support and further ensuring the stability of the masonry wall.

[0031] The truss section 2 consists of a central frame 21 and two sets of vertical frames 21 on both sides. The truss section 2 and the frames 21 are dispersedly installed on the brickwork section 1. The truss section 2 or a single frame 21 can be selected according to the requirements and dispersedly installed in the wall to ensure the stability of the entire wall.

[0032] The working principle and usage process of this utility model are as follows: When the device is required to work, a single frame 21 or a welded frame 21 is selected in advance according to the requirements. During the bricklaying process of the bricklaying part 1, the various sets of truss parts 2 and the frame 21 are scattered and distributed to make the wall formed by the bricklaying have high efficiency and stability.

[0033] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0034] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A masonry structure with built-in truss support, characterized in that: It includes a brickwork section (1) made of stacked bricks and a truss section (2) built in between; The main body of the truss section (2) is a frame (21). The frame (21) includes vertical side frames (212) that are opposite each other in the left and right positions and horizontal side frames (211) that are opposite each other in the top and bottom positions. The ends of the two sets of vertical side frames (212) are fixedly welded to the ends of the horizontal side frames (211). The two sets of horizontal side frames (211) are fixedly welded together with main bearing ribs (213), and the outer wall of the corner of the main bearing ribs (213) is fixedly welded to the horizontal side frames (211) through end ribs (215).

2. A masonry structure of the type defined above, wherein: The main bearing reinforcement (213) is formed by welding the middle of four sets of rectangular reinforcements in an oblique direction, and the outer ends of the four sets of rectangular reinforcements in the main bearing reinforcement (213) are respectively fixedly welded to the inner side of the corners of the two sets of transverse side frames (211).

3. A masonry construction structure incorporating a truss supported by a plurality of vertical members according to claim 2, wherein: The main bearing reinforcement (213) is also fixedly welded with side bearing reinforcements (214) that are opposite each other and in an "X" shape.

4. A masonry structure of the type defined above, wherein: Both the horizontal side frame (211) and the vertical side frame (212) are U-shaped steel frames. The bricks stacked in the bricklaying part (1) are clamped on the outside of the horizontal side frame (211) and the vertical side frame (212), and concrete is piled between adjacent bricks and between the horizontal side frame (211) and the vertical side frame (212).

5. A masonry structure of the type defined above wherein: The truss section (2) consists of a central frame (21) and two sets of vertical frames (21) on both sides, and the truss section (2) and the frame (21) are separately installed on the brickwork section (1).

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