Masonry reinforcing structure

Abstract

The utility model relates to a masonry reinforcing structure which comprises a plurality of reinforcing bodies, each reinforcing body comprises a first positioning part and a second positioning part, the first positioning parts and the second positioning parts are of a long-strip-shaped structure, the first positioning parts are arranged on the end faces of bricks in the length direction, the upper ends of the first positioning parts make contact with the end faces of the bricks, and the lower ends of the second positioning parts make contact with the end faces of the bricks. A distance is reserved between the lower end of the first positioning part and the end face of the same brick, the distance reserved between the lower end of the first positioning part and the end face of the brick is equal to the distance between two bricks on the same horizontal plane, and one end of the second positioning part is connected with the lower end of the first positioning part. And on the premise that the firmness of the masonry is improved, and the anti-cracking and anti-seepage performance of the masonry is enhanced, plastering of the masonry is not affected, and the construction speed is increased.

Description

Technical Field

[0001] The utility model belongs to the field of construction equipment, and in particular relates to a masonry reinforcement structure. Background Art

[0002] At present, masonry materials are widely used in construction projects because of their low cost and simple structure. Specifically, bricks, stones, concrete and other materials have good durability and weathering resistance.

[0003] Masonry materials are prone to cracks, leakage, and other common building quality issues during construction, significantly impacting building quality. Therefore, various measures are available to strengthen masonry structures against cracking and leakage, including reinforced concrete surface reinforcement, cement mortar surface reinforcement, and increased concrete cross-sections. These methods increase the cross-section of the masonry structure to improve its bearing capacity.

[0004] During masonry construction, the most important thing is to fundamentally improve the flatness of the masonry, thereby increasing its strength. Bricks are laid in layers of cement mortar in a staggered manner to form masonry. Bricklayers use bricklaying tools to lay the cement mortar layer on the bricks before laying the next brick. The thickness of the cement mortar layer is mainly determined by using horizontal positioning lines as a reference. Based on masonry experience, the thickness of the concrete layer is controlled. Uneven thickness may occur, requiring later adjustment and leveling, which in turn increases the risk of cracking in the masonry.

[0005] Chinese utility model patent publication number CN204238447U discloses a steel mesh for reinforcing small and medium-sized masonry blocks. The mesh includes longitudinal and transverse ribs, with the longitudinal ribs arranged along the length of the mortar joints. The transverse ribs are bent 90° upward or downward at both ends, with the distance between the bending points equal to the thickness of the masonry block. The ribs are spaced apart, with the upper and lower bent portions clamping the masonry on both sides of the mortar joints. This technology significantly improves the reinforcement effect of the masonry reinforcement bars and enhances the integrity of small and medium-sized masonry wall structures. The clamped steel mesh is easy to manufacture and fabricate, and on-site construction is simple and easy to implement.

[0006] While the aforementioned patented technology proposes using clip-on steel mesh to improve the integrity and robustness of masonry, it requires welding for connection, which slows down construction. Furthermore, the steel bars protruding from the masonry also hinder subsequent painting work. Therefore, we propose a masonry reinforcement structure to address these issues. Utility Model Content

[0007] The purpose of the utility model is to obtain a relatively smooth and firm masonry. It can be installed between two bricks to play a connecting role, thereby increasing the firmness of the masonry and strengthening the anti-cracking and anti-leakage performance of the masonry without affecting the painting of the masonry and improving the construction speed.

[0008] A masonry reinforcement structure includes multiple reinforcement bodies, which are installed between two adjacent bricks on the same layer; the reinforcement body includes a first positioning portion and a second positioning portion; the first positioning portion is obliquely arranged on the end face of the brick in the height direction, with the upper end in contact with the end face of the brick and the lower end leaving a spacing with the end face of the same brick, and the spacing is equal to the spacing between two bricks on the same horizontal plane; one end of the second positioning portion is connected to the lower end of the first positioning portion, the second positioning portion is parallel to the brick, and is sandwiched between two adjacent layers of bricks above and below.

[0009] By adopting the above technical solution, when laying masonry, first place a reinforcement body on the ground. When laying the cement mortar layer, use the horizontal positioning line set on site and the horizontal positioning surface of the reinforcement body as a reference to make the thickness of the cement mortar layer equal to the vertical distance from the horizontal positioning surface to the ground. The first positioning part is installed on one end surface of the first brick. The lower end of the first positioning part positions the position of the next brick. The end surface of the next brick fits with the lower end of the first positioning part, so that a specific distance is maintained between the next brick and the previous brick of the same layer. Then continue to place a reinforcement body, and there are both adjacent bricks of the same layer. There is a reinforcement body. The placement of the reinforcement body allows the first positioning part to limit the distance between two adjacent bricks in the same layer. The horizontal positioning surface of the second positioning part serves as a reference for the laid cement mortar layer, limiting the thickness of the cement mortar layer between the upper and lower bricks. The thickness of the cement mortar layer is equivalent to the distance between two adjacent bricks. Therefore, in the process of bricks being laid into masonry, the bricks remain flat and form a solid masonry, reducing the occurrence of unevenness and speeding up the brick laying process. The reinforcement body is installed between the two bricks to also play a connecting role, which can also increase the firmness of the masonry and enhance the anti-cracking and anti-leakage performance of the masonry.

[0010] Optionally, the first positioning portion is a first positioning rod, the second positioning portion is a second positioning rod, and the lower end of the first positioning rod and the left end of the second positioning rod are fixedly connected.

[0011] By adopting the above technical solution, when the first positioning rod and the second positioning rod are installed between the bricks, the volume of the first positioning rod and the second positioning rod is much smaller than the volume of the cement mortar layer laid between the bricks, so that the bricks are still mainly fixed to each other through the cement mortar layer, and the reinforcement body mainly plays the role of connection reinforcement and providing a reference for the laying thickness of the cement mortar layer.

[0012] Optionally, there are two first positioning rods, the second positioning rods correspond to the first positioning rods one-to-one, and a connecting piece is connected between the two first positioning rods or the two second positioning rods.

[0013] By adopting the above technical solution, the reinforcement piece can be installed more stably between the bricks, and the connection between the reinforcement piece and the cement mortar layer can be strengthened.

[0014] Optionally, the connecting member is a connecting rod, and the lower ends of the two first positioning rods arranged in parallel are fixedly connected by the connecting rod.

[0015] By adopting the above technical solution and connecting through connecting rods, the processing of the reinforcement parts is facilitated.

[0016] Optionally, the connecting member is a wire mesh, and the two second positioning rods are fixedly connected to the wire mesh.

[0017] By adopting the above technical solution, the wire mesh can not only make the two second positioning rods form a whole, but also further enhance the connection tightness between the cement mortar layer, the reinforcement body and the bricks after the cement mortar layer is poured, so that the reinforcement effect of the reinforcement body on the masonry is enhanced.

[0018] Optionally, the second positioning rod is a long straight rod structure, and the cross section of the second positioning portion is a polygonal structure.

[0019] By adopting the above technical solution, the second positioning rod can be stably placed on the brick, and the second positioning portion of the polyhedron structure can also enhance the connection relationship with the cement mortar layer.

[0020] Optionally, the second positioning rod is a bent and progressive rod-shaped structure, the second positioning portion includes multiple inclined sections and connecting blocks, the upper and lower ends of the inclined sections are respectively connected to one end of the two connecting blocks, and the horizontal positioning surface is located on the connecting block.

[0021] By adopting the above technical solution, the progressively bent structure of the second positioning rod can enhance the connection relationship with the cement mortar layer and the bricks.

[0022] Optionally, a second positioning portion is also installed on the upper end of the first positioning portion.

[0023] By adopting the above technical solution, the two second positioning parts can enable the entire reinforcement body to determine its position on the brick more quickly, and can also strengthen the connection between the reinforcement body and the cement mortar layer and the brick.

[0024] The utility model has the following beneficial effects:

[0025] 1. The placement of the reinforcement body allows the first positioning part to limit the thickness of the cement mortar layer between two adjacent bricks in the same layer, and the second positioning part to limit the thickness of the cement mortar layer between the upper and lower bricks, so that the masonry can better form a flat and firm structure. The reinforcement body installed between the two bricks also plays a connecting role, and can also increase the firmness of the masonry, thereby enhancing the anti-cracking and anti-leakage performance of the masonry.

[0026] 2. The setting of the two first positioning parts, the second positioning part and the connecting parts increases the reference area of ​​the positioning horizontal plane, and can also strengthen the connection relationship between the reinforcement body, bricks and cement mortar layer, enhance the firmness of the masonry, and further enhance the anti-cracking and anti-leakage performance of the masonry.

[0027] 3. The reinforcement structure of the present invention is hidden in the plaster mortar between the masonry, which will not affect the subsequent plastering work. At the same time, the components can be mass-produced in advance according to the size of the masonry. When they arrive at the construction site, they only need to be placed without the need for on-site welding, which improves construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a structural diagram of the utility model;

[0029] Figure 2 for Figure 1 An enlarged schematic diagram of point A;

[0030] Figure 3 A schematic diagram of the connection between the first positioning portion and the second positioning portion;

[0031] Figure 4 is a schematic diagram of the second positioning portion being a rod-shaped structure with progressive bending;

[0032] Figure 5 is a schematic diagram showing that the connecting member is a connecting rod connected to two first positioning rods;

[0033] Figure 6 is a schematic diagram of the connection between the connecting rod and the second positioning portion;

[0034] Figure 7 This is a structural diagram when the connecting piece is a wire mesh;

[0035] Figure 8 Schematic diagram of the connection between the connecting member and the second connecting part when the connecting member is a wire mesh;

[0036] Figure 9 This is a schematic diagram of a first positioning portion with second positioning portions fixed at both ends thereof;

[0037] Figure 10 This is a structural diagram of the present invention when the second positioning parts are fixed at both ends of the first positioning part.

[0038] The reference numerals in the figures are as follows:

[0039] 1. Brick; 2. Reinforcement body; 21. First positioning portion; 22. Second positioning portion; 220. Horizontal positioning surface; 221. Inclined section; 222. Connecting block; 3. Connecting rod; 4. Steel wire mesh; 5. Cement mortar layer. DETAILED DESCRIPTION

[0040] The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.

[0041] Example 1

[0042] Reference Figure 1 and Figure 2 This embodiment discloses a masonry reinforcement structure, including a plurality of reinforcement bodies 2, which are installed between two adjacent bricks 1 on the same layer. The reinforcement body 2 is composed of a first positioning portion 21 and a second positioning portion 22, both of which are long strip structures. The first positioning portion 21 is arranged at the end face of the brick 1 in the length direction, and the upper end of the first positioning portion 21 is in contact with the end face of the brick 1, and the lower end is spaced apart from the end face of the same brick 1. The space between the lower end of the first positioning portion 21 and the end face of the brick 1 is equal to the thickness of the cement mortar layer 5 between the two bricks 1 on the same horizontal plane. The thickness of the cement mortar layer 5 is equivalent to the space between the two adjacent bricks 1, so the first positioning portion 21 is used to limit the space between the two adjacent bricks 1 on the same layer.

[0043] The length of the second positioning portion 22 will not exceed the length of the brick 1. One end of the second positioning portion 22 in the length direction is fixedly connected to the lower end of the first positioning portion 21. The second positioning portion 22 is provided with a horizontal positioning surface 220. The horizontal positioning surface 220 is parallel to the upper surface of the brick 1, and the vertical distance from the horizontal positioning surface 220 to the upper surface of the brick 1 is equal to the distance between the upper and lower bricks 1. The distance between the horizontal positioning surface 220 and the upper surface of the brick 1 is equal to the thickness of the cement mortar layer 5 between the upper and lower bricks 1. When laying the cement mortar layer, the horizontal positioning surface 220 is used as a reference for leveling, and the horizontal positioning surface 220 is in contact with the lower surface of the upper brick 1.

[0044] The principle behind Example 1 is that, through the specific geometric shapes and positioning of the first and second positioning portions 21, 22, the reinforcement body 2 fits tightly between the bricks 1, defining the spacing between adjacent bricks 1 and forming a smooth masonry structure while also providing a stable support structure. This structure effectively enhances the stability and load-bearing capacity of the masonry, preventing deformation or damage when subjected to external forces.

[0045] Example 2

[0046] The difference between this embodiment and embodiment 1 is that the first positioning portion 21 is a first positioning rod and the second positioning portion 22 is a second positioning rod. One end of the first positioning rod and one end of the second positioning rod are fixedly connected to form an integral reinforcement body 2.

[0047] Reference Figure 3Specifically, the first positioning rod is a long straight rod structure, the second positioning rod is also a long straight rod structure, and the cross-sections of the first positioning portion 21 and the second positioning portion 22 are both polygonal structures. This embodiment preferably has a rectangular structure so that the second positioning rod can be stably installed between the two bricks 1.

[0048] Reference Figure 4 Preferably, the second positioning portion 22 may also be a rod-shaped structure with progressive bending, comprising a plurality of inclined sections 221 and a plurality of connecting blocks 222. The cross-sections of the inclined sections 221 and the connecting blocks 222 are also rectangular structures, and the horizontal positioning surface 220 is located on the connecting blocks 222. The lower end of the first positioning rod is connected to the lower section of an inclined section 221, the upper end of the inclined section 221 is connected to one end of a connecting block 222, and the lower end of the inclined section 221 is connected to another connecting block 222. The connecting block 222 and the inclined section 221 are integrally formed.

[0049] Example 3,

[0050] The difference between this embodiment and embodiment 2 is that there are two first positioning rods, and the second positioning rods correspond to the first positioning rods one by one. A connecting piece is connected between the two first positioning rods or the corresponding two second positioning rods, further enhancing the structural stability of the reinforcement body 2.

[0051] Reference Figure 5 and Figure 6 The connecting member is specifically a connecting rod 3. One end of the connecting rod 3 is fixedly connected to the lower end of one first positioning rod, and the other end is fixedly connected to the lower end of the other first positioning rod. This connecting rod 3 structure can ensure that the relative position between the two first positioning rods remains stable.

[0052] Reference Figure 7 and Figure 8 The connecting piece is a wire mesh 4. The two second positioning rods are fixedly connected to the wire mesh 4. The width of the wire mesh 4 will not be greater than the width of the brick 1. The length of the wire mesh 4 is approximately equal to the length of the first positioning rod, so the length of the wire mesh 4 will not exceed the length of the brick 1.

[0053] Example 4

[0054] Reference Figure 9 The difference between this embodiment and embodiment 3 is that the upper end of the first positioning portion 21 of a reinforcement body 2 is also connected to the second positioning portion 22.

[0055] Reference Figure 10 The second positioning portion 22 at the upper end of the first positioning portion 21 is attached to the upper surface of the brick 1, so that there are two second positioning portions 22 on a brick 1 located in the middle layer of the masonry.

[0056] The arrangement of two second positioning portions on one reinforcement body 2 can enhance the stability of the reinforcement body 2 when installed between bricks 1, and can also enhance the firmness of the entire masonry.

[0057] The above description is merely an embodiment of the present invention and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the description and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A masonry reinforcement structure, characterized in that: The invention comprises a plurality of reinforcing bodies (2), wherein the reinforcing bodies (2) are installed between two adjacent bricks (1) on the same layer; the reinforcing bodies (2) comprise a first positioning portion (21) and a second positioning portion (22); the first positioning portion (21) is obliquely arranged on the end face of the brick (1) in the height direction, the upper end of the first positioning portion (21) contacts the end face of the brick (1), and the lower end of the first positioning portion is spaced apart from the end face of the same brick (1), and the space is equal to the space between two bricks (1) on the same horizontal plane; one end of the second positioning portion (22) is connected to the lower end of the first positioning portion (21), the second positioning portion (22) is parallel to the brick (1), and is sandwiched between two adjacent layers of bricks (1) above and below.

2. A masonry reinforcement structure according to claim 1, characterized in that: The first positioning portion (21) is a first positioning rod, the second positioning portion (22) is a second positioning rod, and the lower end of the first positioning rod and the left end of the second positioning rod are fixedly connected.

3. A masonry reinforcement structure according to claim 2, characterized in that: There are two first positioning rods, and the second positioning rods correspond to the first positioning rods one by one. A connecting piece is connected between the two first positioning rods or the two second positioning rods.

4. A masonry reinforcement structure according to claim 3, characterized in that: The connecting member is a connecting rod (3), and the lower ends of the two first positioning rods arranged in parallel are fixedly connected via the connecting rod (3).

5. The masonry reinforcement structure according to claim 3, characterized in that: The connecting member is a steel mesh (4), and the two second positioning rods are fixedly connected to the steel mesh (4).

6. The masonry reinforcement structure according to claim 2, characterized in that: The second positioning rod is a long straight rod structure, and the cross section of the second positioning portion (22) is a polygonal structure.

7. The masonry reinforcement structure according to claim 2, characterized in that: The second positioning rod is a rod-shaped structure with a bent progression. The second positioning portion (22) is provided with a horizontal positioning surface (220), comprising a plurality of inclined sections (221) and a connecting block (222). The upper end and the lower end of the inclined section (221) are respectively connected to one end of the two connecting blocks (222), and the horizontal positioning surface (220) is located on the connecting block (222).

8. The masonry reinforcement structure according to claim 1, characterized in that: A second positioning portion (22) is also installed on the upper end of the first positioning portion (21).

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