Masonry wall reinforcing structure

Abstract

The utility model provides a masonry wall reinforcing structure, which relates to the field of building structures and comprises a structure body. An insertion plate assembly is fixed to the inner side of the structure body made of the metal material through an embedding groove and a fixing plate assembly, a through groove is formed in the insertion plate assembly in a penetrating mode, the upper outer side edge and the lower outer side edge of the through groove are of inclined structures, and a fixing tooth assembly is fixed to the side edge of the insertion plate assembly through an outer groove. The inserting plate assembly is located between the masonry blocks, the inserting plate assembly is pressed by means of the gravity of the masonry blocks to make anti-skid contact with the fixing tooth assembly, meanwhile, concrete enters the through grooves and the auxiliary grooves, after the concrete is solidified, the connecting effect with the inserting plate assembly is improved, and the masonry blocks and the structure body are integrally connected together for use; the strength of the masonry wall is improved, the masonry wall cannot be damaged or toppled over, and the problems that a common masonry wall reinforcing structure has large potential safety hazards, and if the masonry wall encounters external impact, the masonry wall is extremely prone to toppling over and being damaged are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of building structures, in particular to a reinforcement structure for masonry walls. Background Art

[0002] The main functions of the masonry wall reinforcement structure include increasing the stability of the wall, enhancing the seismic resistance, and extending the service life of the building. By increasing the stability of the wall, the safety of the building is ensured. Under normal circumstances, buildings must be earthquake-proofed, and the wall reinforcement operation can bring earthquake-proof treatment and improve stability. In addition, this reinforcement operation can also extend the service life of the building, not only improving the stability of the building, but also enhancing the wind and earthquake resistance effects. The importance of masonry wall reinforcement lies in its ability to significantly improve the structural safety of the building. Especially in the face of natural disasters such as earthquakes, it can effectively reduce structural damage and protect the safety of people and property inside the building. Masonry wall reinforcement can also prevent hollowing, improve the interfacial bonding force, and enhance the bonding strength between mortar or putty and the wall surface, thus preventing quality problems of the wall. This reinforcement measure can not only improve the physical properties of the wall, but also extend the service life of the building and ensure the long-term stability of the building structure. However, for the common masonry wall reinforcement structures on the market, problems such as material aging and structural damage may occur in the masonry wall and the reinforcement structure, which cannot meet the requirements of building structural safety and reliability, and there are relatively large potential safety hazards. If the masonry wall is subjected to external impact, it is extremely easy to collapse and be damaged. Moreover, after the masonry wall is built, if it exceeds its own load-bearing capacity, it is necessary to laboriously add a support structure later, which affects the construction efficiency. Content of the Utility Model

[0003] An embodiment of the present disclosure relates to a reinforcement structure for a masonry wall. After the masonry wall is built, when more buildings are constructed above it and the structural body and the masonry wall cannot meet the load-bearing strength, the installation structure can be directly controlled to be installed on the side of the structural body, and then the connecting plate can be connected to the structural body by controlling bolts. Then, the protective structure can be installed outside the bottom end of the installation structure by bolts and used in combination with the structural body, the installation structure, and the vertical plate. With its own metal rigidity, the overall load-bearing effect is improved.

[0004] In the first aspect of the present disclosure, a reinforcement structure for a masonry wall is provided, specifically including: a structural body; an insertion plate assembly is fixed inside the structural body made of metal through an embedding groove and a fixing plate assembly. A through groove is formed through the inside of the insertion plate assembly. The upper and lower outer edge positions of the through groove are inclined structures. A fixing tooth assembly is fixed to the side of the insertion plate assembly through an outer groove. The inclined fixing tooth assembly is a pyramid structure; a mounting structure; the mounting structure is installed behind the structural body. A cross-bar structure is fixed to the bottom of the mounting structure through a vertical plate. A connecting plate is fixed to each of the upper and lower connecting conduits of the cross-bar structure. The connecting plate is fixedly connected to the structural body through bolts. Threaded holes are formed on the outer side of the cross-bar structure, and a protective structure is fixed through the threaded holes and threads.

[0005] In at least some embodiments, uniformly arranged embedding grooves are formed on the inner side of the structural body. Four fixing bolts are fixed inside each rectangular embedding groove. Nuts are installed on the outside of the fixing bolts; the fixing plate assembly is embedded inside the embedding groove. The fixing bolts penetrate through the fixing plate assembly and are fixed through nuts. The fixing plate assembly and the insertion plate assembly are fixedly welded together; auxiliary grooves are respectively formed on the upper and lower sides of the insertion plate assembly. The inside of the auxiliary groove is an inclined structure. Outer grooves are respectively formed on the outer sides of the upper and lower ends of the insertion plate assembly.

[0006] In at least some embodiments, two vertical plates are fixedly welded to the bottom of the mounting structure. Reinforcing members arranged uniformly are welded inside the vertical plates. The reinforcing members are diamond frame structures; a vertical rod structure is welded to the bottom of the mounting structure. The vertical rod structure is simultaneously fixedly welded to the reinforcing members and the cross-bar structure. A protective structure in a U-shaped structure covers the outside of the vertical plates, the reinforcing members, the cross-bar structure, and the connecting plate; a rectangular groove is formed at the top of the mounting structure. A support structure is placed inside the rectangular groove. The support structure is made of high-strength rubber material. The top of the support structure is fixedly connected to a contact structure. Conical members arranged uniformly are fixed to the top of the metal contact structure.

[0007] The utility model provides a reinforcement structure for a masonry wall, which has the following beneficial effects:

[0008] The structural body drives the insertion plate assembly to be fixed in advance. Then, when the masonry wall is being built, the insertion plate assembly is placed between the masonry blocks. With the gravity of the masonry blocks, the insertion plate assembly is pressed to make anti-slip contact with the fixing tooth assembly. At the same time, concrete enters into the through groove and the auxiliary groove. After the concrete solidifies, the connection effect with the insertion plate assembly is improved, so that the masonry blocks and the structural body are integrally connected and used, improving the overall strength. After the masonry blocks and the structural body age and the masonry wall is impacted, the insertion plate assembly is stressed. With the strength and tensile force of the structural body, the strength of the masonry wall is improved, so that it will not be damaged or toppled, and the service life is prolonged.

[0009] After the masonry wall is built, when more buildings are constructed above it and the structural body and the masonry wall cannot meet the load-bearing strength, the installation structure can be directly controlled and installed on the side of the structural body, and then the connecting plate can be connected to the structural body by controlling the bolts. Then, the protective structure can be installed outside the bottom end of the installation structure by bolts, and used in combination with the structural body, the installation structure and the vertical plate. By virtue of its own metal rigidity, the overall load-bearing effect can be improved. Brief Description of the Drawings

[0010] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings of the embodiments will be briefly introduced below.

[0011] The drawings in the following description only relate to some embodiments of the present invention and do not limit the present invention.

[0012] In the drawings:

[0013] Figure 1 The three-dimensional structure diagram of the present application is shown;

[0014] Figure 2 The exploded three-dimensional structure diagram of the present application is shown;

[0015] Figure 3 The exploded bottom view structure diagram of the present application is shown;

[0016] Figure 4 The exploded three-dimensional structure diagram of the partial cross-section of the structural body of the present application is shown;

[0017] Figure 5 The exploded bottom view structure diagram of the partial cross-section of the installation structure of the present application is shown;

[0018] Figure 6 The partial cross-section bottom view structure diagram of the installation structure of the present application is shown;

[0019] List of Reference Numerals

[0020] 1. Structural body; 101. Embedded groove; 102. Fixed bolt; 103. Fixed plate assembly; 104. Insertion plate assembly; 105. Auxiliary groove; 106. Through groove; 107. Outer groove; 108. Fixed tooth assembly;

[0021] 2. Installation structure; 201. Vertical plate; 202. Reinforcing member; 203. Cross bar structure; 204. Connecting plate; 205. Vertical bar structure; 206. Protective structure; 207. Support structure; 208. Contact structure. Detailed Embodiments

[0022] To make the objectives, technical solutions, and advantages of the embodiments of the present utility model clearer, the technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are part of the embodiments of the present utility model, rather than all of the embodiments. Based on the described embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present utility model.

[0023] Embodiment 1: Please refer to Figures 1 to 6 :

[0024] The present utility model provides a reinforced structure for masonry walls, comprising: a structural body 1; an insertion plate assembly 104 is fixed to the inner side of the structural body 1 made of metal through an embedding groove 101 and a fixing plate assembly 103. A through groove 106 is formed through the interior of the insertion plate assembly 104. The upper and lower outer edge positions of the through groove 106 are inclined structures, which can enable concrete to solidify inside the through groove 106, improving the connection effect with the masonry wall. A fixing tooth assembly 108 is fixed to the side of the insertion plate assembly 104 through an outer groove 107. The inclined fixing tooth assembly 108 is a pyramid structure, used for anti-slip contact with masonry blocks, improving the overall fixed connection effect, so that the masonry wall will not be damaged after being impacted; an installation structure 2; the installation structure 2 is installed behind the structural body 1. A cross-bar structure 203 is fixed to the bottom of the installation structure 2 through a vertical plate 201. A connecting plate 204 is fixed to each of the upper and lower connecting conduits of the cross-bar structure 203. The connecting plate 204 is fixedly connected to the structural body 1 through bolts. Threaded holes are formed on the outer side of the cross-bar structure 203, and a protective structure 206 is fixed through the threaded holes and threads, facilitating the connection of the installation structure 2, the vertical plate 201, and the protective structure 206 to the structural body 1, and facilitating the improvement of the load-bearing effect and load-bearing strength.

[0025] In the embodiments of the present disclosure, as Figure 3 With Figure 4As shown in the figure, embedding grooves 101 arranged evenly are formed inside the structural body 1 for embedding the fixing plate assembly 103 to stably connect and use the insertion plate assembly 104. Four fixing bolts 102 are fixed inside each rectangular embedding groove 101, and nuts are installed outside the fixing bolts 102 for stably connecting and using with the fixing plate assembly 103. The fixing plate assembly 103 is embedded inside the embedding groove 101, the fixing bolts 102 penetrate through the fixing plate assembly 103 and are fixed by nuts. The fixing plate assembly 103 and the insertion plate assembly 104 are fixedly welded together. An auxiliary groove 105 is formed on each of the upper and lower sides of the insertion plate assembly 104. The inside of the auxiliary groove 105 is of an inclined structure to solidify concrete inside it and improve the connection strength. An outer groove 107 is formed on the outer sides of the upper and lower ends of the insertion plate assembly 104 to allow concrete to enter for connection.

[0026] In the embodiment of the present disclosure, as Figure 5 shown in connection with Figure 6 the figure, two vertical plates 201 are fixedly welded to the bottom of the installation structure 2 to improve the overall load-bearing strength. Reinforcing members 202 arranged evenly are welded inside the vertical plates 201, and the reinforcing members 202 are of a diamond frame structure. A vertical rod structure 205 is welded to the bottom of the installation structure 2, and the vertical rod structure 205 is fixedly welded to the reinforcing members 202 and the cross-bar structure 203 at the same time. A protective structure 206 of a U-shaped structure covers the outside of the vertical plates 201, the reinforcing members 202, the cross-bar structure 203 and the connecting plate 204, improving the load-bearing strength while enhancing the aesthetic property. A rectangular groove is formed at the top of the installation structure 2, and a support structure 207 is placed inside the rectangular groove. The support structure 207 is made of high-strength rubber material and continuously pushes the contact structure 208 to rise by means of elasticity. The top of the support structure 207 is fixedly connected to the contact structure 208. Conical members arranged evenly are fixed to the top of the contact structure 208 made of metal material for anti-slip contact fixation with the object to be supported.

[0027] Working principle of this embodiment: Before using the structural body 1, first fix the fixing plate assembly 103 inside the embedding groove 101 through the fixing bolts 102 and nuts, and then control the structural body 1 to be temporarily fixed at the position of the masonry wall. Then, control the stacking of masonry blocks so that the insertion plate assembly 104 is inserted between the masonry blocks, and concrete enters the auxiliary groove 105 and the through groove 106 to solidify. At the same time, the masonry blocks are in anti-slip contact with the fixed tooth assembly 108 by means of gravity, so that the masonry blocks are firmly connected to the structural body 1, enabling the masonry wall to rely on the structural body 1 and the insertion plate assembly 104 to improve its strength in the later stage, avoiding damage to the masonry wall after being impacted in the later stage. After the masonry wall is constructed and when it is necessary to improve the load-bearing effect, bolts can be controlled to connect the connecting plate 204 to the structural body 1, so that the installation structure 2, the vertical plate 201, the reinforcing member 202, the cross-bar structure 203 and the connecting plate 204 are fixed on the side of the structural body 1. Then, control the protective structure 206 to be installed outside and fixed by bolts, so that multiple structures are connected to the structural body 1 to improve the load-bearing effect. The top of the contact structure 208 contacts the object through the conical part to improve the anti-slip connection effect and enhance the strength of the masonry wall.

[0028] In this article, the following points need to be noted:

[0029] 1. The drawings of the embodiments of the present disclosure only relate to the structures involved in the embodiments of the present disclosure, and other structures can refer to the general design.

[0030] 2. Without conflict, the embodiments of the present disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0031] The above is only the specific implementation manner of the present disclosure, but the protection scope of the present disclosure is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present disclosure can easily think of changes or substitutions, which should all be covered by the protection scope of the present disclosure. Therefore, the protection scope of the present disclosure should be subject to the protection scope of the claims.

Claims

1. A masonry wall reinforcement structure, characterized in that: include: A structural body (1); an insert plate assembly (104) is fixed to the inner side of the structural body (1) made of metal through an embedding groove (101) and a fixing plate assembly (103); a through groove (106) is provided inside the insert plate assembly (104); the upper and lower outer edges of the through groove (106) are inclined structures; a fixing tooth assembly (108) is fixed to the side of the insert plate assembly (104) through an outer groove (107); the inclined fixing tooth assembly (108) is a pyramidal structure; a mounting structure (2); the mounting structure (2) is mounted at the rear of the structural body (1); a crossbar structure (203) is fixed to the bottom of the mounting structure (2) through a vertical plate (201); a connecting plate (204) is fixed to the upper and lower connecting guide tubes of the crossbar structure (203); the connecting plate (204) is fixedly connected to the structural body (1) through bolts; a threaded hole is provided on the outer side of the crossbar structure (203); and a protective structure (206) is fixed through the threaded hole and the thread.

2. A masonry wall reinforcement structure according to claim 1, characterized in that: The inner side of the structural body (1) is provided with evenly arranged embedding grooves (101), and four fixing bolts (102) are fixed inside each rectangular embedding groove (101), and nuts are installed outside the fixing bolts (102).

3. A masonry wall reinforcement structure according to claim 2, characterized in that: A fixing plate assembly (103) is embedded in the embedding groove (101), a fixing bolt (102) penetrates the fixing plate assembly (103) and is fixed by a nut, and the fixing plate assembly (103) and the inserting plate assembly (104) are fixed together by welding.

4. A masonry wall reinforcement structure according to claim 3, characterized in that: An auxiliary groove (105) is respectively formed on the upper and lower sides of the insert plate assembly (104); the interior of the auxiliary groove (105) is an inclined structure; and an outer groove (107) is respectively formed on the outer sides of the upper and lower ends of the insert plate assembly (104).

5. A masonry wall reinforcement structure according to claim 4, characterized in that: Two vertical plates (201) are welded and fixed to the bottom of the installation structure (2), and evenly arranged reinforcement members (202) are welded inside the vertical plates (201), wherein the reinforcement members (202) are of a diamond frame structure.

6. A masonry wall reinforcement structure according to claim 5, characterized in that: A vertical rod structure (205) is welded to the bottom of the installation structure (2), and the vertical rod structure (205) is welded and fixed to the reinforcement member (202) and the cross rod structure (203) at the same time. The exterior of the vertical plate (201), the reinforcement member (202), the cross rod structure (203) and the connecting plate (204) is covered with a U-shaped protective structure (206).

7. A masonry wall reinforcement structure according to claim 6, characterized in that: A rectangular groove is provided at the top of the mounting structure (2), a support structure (207) is placed inside the rectangular groove, the support structure (207) is made of high-strength rubber material, the top of the support structure (207) is fixedly connected to the contact structure (208), and the top of the contact structure (208) made of metal material is fixed with evenly arranged conical parts.

Images