A seismic masonry structure reinforced by steel wire mesh mortar facing

Abstract

The utility model discloses a kind of steel wire mesh mortar surface layer reinforced anti-seismic masonry structure, it is related to the field of wall body reinforcing appliance, including steel wire sleeve ring, for being reinforced with adhering masonry building, further include: traction mechanism, for cooperating steel wire sleeve ring to masonry building is pulled and reinforced, limiting mechanism, for several traction cable limiting division, fixed mechanism, for steel wire sleeve ring fixed installation, by clamping block is conveniently clamped with cooperation tool, then traction cable is pulled, to reach the purpose that several traction cable can exert traction on masonry wall, and several cross limiting frames are connected on several traction cable, several cross limiting frames can assist several traction cable to carry out limiting division traction, to conveniently steel wire sleeve ring cooperation several traction cable to masonry wall is pulled and reinforced, to improve the crack resistance effect and anti-seismic capacity of masonry wall.

Description

Technical Field

[0001] This utility model relates to the field of wall reinforcement tools, specifically to an earthquake-resistant masonry structure reinforced with a wire mesh mortar surface layer. Background Technology

[0002] Masonry construction is a structural system composed of block materials (such as bricks, stones, blocks, etc.) and mortar through masonry techniques. It is widely used in residential, public and industrial buildings. Masonry construction is a building formed by stacking block materials with mortar in a certain pattern to form load-bearing or non-load-bearing structures such as walls and columns. Its core lies in the collaborative work of the blocks and mortar to jointly bear vertical loads (such as self-weight and live loads) and horizontal loads (such as wind loads and seismic action).

[0003] During long-term use, existing masonry buildings are susceptible to structural displacement due to environmental factors such as geological vibrations. When this happens, there is a lack of corresponding reinforcement mechanisms. If the displacement is not addressed in a timely manner, the safety of the masonry building will be compromised. Utility Model Content

[0004] The purpose of this invention is to provide a seismic-resistant masonry structure reinforced with a wire mesh mortar surface layer, in order to solve the problem in the prior art where masonry structures shift and there is a lack of reinforcement mechanisms.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a seismic-resistant masonry structure reinforced with a wire mesh mortar surface layer, comprising a wire collar for attaching to and reinforcing the masonry structure, and further comprising: a traction mechanism disposed on the wire collar for traction reinforcement of the masonry structure in conjunction with the wire collar, the traction mechanism comprising a plurality of traction cables slidably disposed within the wire collar, each end of the traction cable having a fixing ring fixedly disposed at both ends; a limiting mechanism disposed on the plurality of traction cables for limiting and dividing the plurality of traction cables, the limiting mechanism comprising a plurality of cross-shaped limiting frames inserted through the plurality of traction cables; and a fixing mechanism disposed on the wire collar for fixing the wire collar, the fixing mechanism comprising a plurality of mounting holes formed on the wire collar, the wire collar having a plurality of mounting bolts passing through the plurality of mounting holes.

[0006] Furthermore, the traction mechanism also includes a plurality of clamping blocks fixedly disposed on the traction cable, and the clamping blocks are disposed on the side of the fixing ring.

[0007] Furthermore, the traction cable is also provided with the mounting bolt through the fixing ring.

[0008] Furthermore, the limiting mechanism also includes a first limiting hole opened on the cross limiting frame and several first through holes opened on the wire collar, and the first limiting hole penetrates the interior of the cross limiting frame; several traction cables on one side of the wire collar pass through the interior of the cross limiting frame and the wire collar through several first limiting holes and first through holes.

[0009] Furthermore, the limiting mechanism also includes a second limiting hole on the cross limiting frame and several second through holes on the wire collar, and the second limiting hole also penetrates the interior of the cross limiting frame; several traction cables on the other side of the wire collar pass through the interior of the cross limiting frame and the wire collar through several second limiting holes and second through holes.

[0010] Furthermore, the fixing mechanism also includes several reinforcing rings fixedly disposed within several mounting holes.

[0011] Compared with existing technologies, this utility model provides a seismic-resistant masonry structure reinforced with a wire mesh mortar surface layer. By setting several wire mesh loops formed by woven wires, these loops act as a "frame" to adhere to the masonry wall requiring reinforcement. Several traction cables interlaced within the wire mesh loops form a cross-shaped mesh, working in conjunction with the wire mesh loops to reinforce the wall. Fixed rings are attached to both ends of each traction cable, allowing them to be easily clamped with tools using clamping blocks during use. This ensures that the traction cables apply traction force to the masonry wall. Furthermore, several cross-shaped limiting frames are interlaced with the traction cables, assisting in limiting and separating the traction, thus facilitating the reinforcement of the wall by the wire mesh loops and traction cables. This improves the crack resistance and seismic resistance of the masonry wall, preventing structural displacement. Attached Figure Description

[0012] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0013] Figure 1 A schematic diagram of the overall structure of the steel wire mesh masonry reinforcement provided in this embodiment of the utility model;

[0014] Figure 2 A schematic diagram of the wire collar structure provided in this embodiment of the utility model;

[0015] Figure 3 A schematic diagram of the cross-shaped limiting frame structure provided in this embodiment of the utility model;

[0016] Figure 4 A schematic diagram of the traction cable structure provided for an embodiment of this utility model.

[0017] Explanation of reference numerals in the attached figures:

[0018] 1. Wire collar; 2. Mounting hole; 3. Cross limit bracket; 4. Mounting bolt; 5. Traction cable; 6. Clamping block; 7. Fixing ring; 8. Reinforcing ring; 9. No. 1 through hole; 10. No. 2 through hole; 11. No. 1 limit hole; 12. No. 2 limit hole. Detailed Implementation

[0019] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0020] As attached Figure 1 To be continued Figure 4 As shown:

[0021] Example 1:

[0022] This utility model provides a seismic-resistant masonry structure reinforced with a wire mesh mortar surface layer, including a wire collar 1 for bonding with the masonry structure for reinforcement, and further including: a traction mechanism, disposed on the wire collar 1, for cooperating with the wire collar 1 to traction and reinforce the masonry structure, the traction mechanism including a plurality of traction cables 5 slidably disposed within the wire collar 1, each end of the traction cable 5 having a fixing ring 7 fixedly disposed at both ends; a limiting mechanism, disposed on the plurality of traction cables 5, for limiting and dividing the plurality of traction cables 5, the limiting mechanism including a plurality of cross-shaped limiting frames 3 inserted on the plurality of traction cables 5; and a fixing mechanism, disposed on the wire collar 1, for fixing the wire collar 1, the fixing mechanism including a plurality of mounting holes 2 opened on the wire collar 1, the wire collar 1 having a plurality of mounting bolts 4 passing through the plurality of mounting holes 2;

[0023] By setting up several steel wire loops 1 formed by steel wire braiding, the steel wire loops 1 can act as a "frame" to fit onto the masonry wall that needs reinforcement. Several traction cables 5 inserted inside the steel wire loops 1 can form a cross mesh, which works with the steel wire loops 1 to reinforce the wall. Fixed rings 7 are fixedly connected to both ends of the traction cables 5, so that the traction cables 5 can be clamped by clamping blocks 6 and used with tools to pull them. This achieves the purpose of applying traction force to the masonry wall by the traction cables 5. Several cross-shaped limiting frames 3 are inserted and connected to the traction cables 5. The cross-shaped limiting frames 3 can assist in limiting and separating the traction of the traction cables 5, so that the steel wire loops 1 and the traction cables 5 can work together to pull and reinforce the wall, thereby improving the crack resistance and seismic resistance of the masonry wall and preventing the masonry structure from shifting.

[0024] refer to Figure 1 and Figure 4 The traction mechanism includes a wire collar 1, a traction cable 5, a fixing ring 7, and a clamping block 6;

[0025] By setting a steel wire collar 1, and setting the steel wire collar 1 to be composed of multiple steel wires woven together, the steel wire collar 1 can not only deform during use to fit the surface of the masonry building, but also has strong toughness and support, which can effectively reinforce and protect the masonry building wall, improve the tensile strength of the masonry wall, have crack resistance, and enhance structural stability.

[0026] Meanwhile, several traction cables 5 are inserted inside the wire collar 1, so that the traction cables 5 form a cross-shaped mesh inside the wire collar 1. When the wire collar 1 is used in conjunction with the traction cables 5 to reinforce the masonry wall, the wire collar 1 and the traction cables 5 can fit and fix to the wall according to the curvature of the wall, thereby achieving the reinforcement of the masonry wall.

[0027] Secondly, fixing rings 7 are fixedly connected to both ends of the traction cable 5, and clamping blocks 6 are fixedly connected to the sides of the two fixing rings 7 on the traction cable 5. The clamping blocks 6 are convenient for clamping with tools. Both ends of the traction cable 5 can be connected to the mounting bolts 4 through the fixing rings 7. When the wire loop 1 and several traction cables 5 are in use, after they are attached to the masonry wall, the mounting bolts 4 pass through the inside of the fixing rings 7 to fix one end of the traction cable 5 to the masonry wall. Then, the tool clamps it to the clamping blocks 6 to apply traction force to the traction cable 5. Finally, the mounting bolts 4 and the fixing rings 7 fix the other end of the traction cable 5. In this way, several traction cables 5 can apply traction force to the wall, thereby improving the seismic resistance of the masonry wall.

[0028] Finally, a layer of cement mortar is poured on the outside of the wire sling 1 and several traction cables 5 to reinforce them.

[0029] Example 2:

[0030] refer to Figure 1 , Figure 2 and Figure 3 The limiting mechanism includes a cross-shaped limiting frame 3, a first limiting hole 11, a second limiting hole 12, a first through hole 9, and a second through hole 10.

[0031] By connecting several cross-shaped limiting frames 3 between several traction cables 5, the several cross-shaped limiting frames 3 can limit and divide the several traction cables 5, thereby preventing the several traction cables 5 from getting tangled, thus facilitating the use of several traction cables 5 for traction, so that several traction cables 5 can provide traction force to the masonry wall.

[0032] Meanwhile, a first limiting hole 11 is opened on the cross limiting frame 3, and several first through holes 9 are opened on the corresponding side of the wire collar 1, so that several traction cables 5 can pass through several first through holes 9 and first limiting holes 11 to pass through the wire collar 1 and the interior of several cross limiting frames 3, thereby facilitating the insertion of several traction cables 5 on one side of the wire collar 1 into the interior of the wire collar 1, and to cooperate with the wire collar 1 to protect the wall.

[0033] Secondly, a second limiting hole 12 is provided on the other side of the cross limiting frame 3, and several second through holes 10 are provided on the corresponding side of the wire collar 1, so that several traction cables 5 on the other side can pass through several second limiting holes 12 and second through holes 10 to penetrate the wire collar 1 and the interior of several cross limiting frames 3, thereby facilitating the formation of a cross protective net by several traction cables 5 on both sides inside the wire collar 1 for the protection of the masonry wall.

[0034] Referring to the diagram, the reinforcement mechanism includes mounting hole 2 and reinforcing ring 8;

[0035] By providing several mounting holes 2 on the wire collar 1, when the wire collar 1 is in use, after several traction cables 5 work together with the wire collar 1 to complete the traction reinforcement of the masonry wall, the wire collar 1 can be fixedly connected to the masonry wall through several mounting holes 2 and several mounting bolts 4, so that the wire collar 1 can be fixedly installed on the masonry wall. This prevents the traction force of several traction cables 5 from causing the wire collar 1 to deflect, thereby improving the reinforcement stability of the wire collar 1 with several traction cables 5.

[0036] Meanwhile, several reinforcing rings 8 are fixedly connected inside the steel wire collar 1 at the inner wall of several mounting holes 2, so that the reinforcing rings 8 can reinforce the inner wall of several mounting holes 2, thereby facilitating the installation bolt 4 to pass through the interior of the mounting holes 2 and achieve the purpose of stably fixing the steel wire collar 1.

[0037] Working principle: By incorporating a wire sling 1, which is composed of multiple woven steel wires, the wire sling 1 can deform during use to conform to the surface of the masonry structure. It also possesses strong toughness and support, effectively reinforcing and protecting the masonry wall, improving its tensile strength, crack resistance, and structural stability. Simultaneously, several traction cables 5 are interwoven inside the wire sling 1, forming a cross-shaped mesh. When the wire sling... When the ring 1 is used in conjunction with several traction cables 5 to reinforce the masonry wall, the wire ring 1 and several traction cables 5 can fit and be fixed to the wall surface according to the curvature of the wall, thereby reinforcing the masonry wall. Secondly, several cross-shaped limiting frames 3 are connected between the several traction cables 5, so that the several cross-shaped limiting frames 3 can limit and divide the several traction cables 5, thereby preventing the several traction cables 5 from getting tangled, thus facilitating the use of several traction cables 5 for traction, so that several traction cables 5 can provide traction force to the masonry wall.

[0038] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A seismic-resistant masonry structure reinforced with a wire mesh mortar surface layer, comprising a wire collar (1) for bonding to the masonry structure for reinforcement, characterized in that, Also includes: A traction mechanism is set on a wire sling (1) and is used to reinforce masonry structures by traction in conjunction with the wire sling (1). The traction mechanism includes several traction cables (5) that are slidably set in the wire sling (1). Both ends of the traction cables (5) are fixedly set with fixing rings (7). A limiting mechanism is provided on several traction cables (5) for limiting and dividing several traction cables (5). The limiting mechanism includes several cross-shaped limiting frames (3) inserted on several traction cables (5). A fixing mechanism is provided on the wire collar (1) for fixing the wire collar (1). The fixing mechanism includes several mounting holes (2) opened on the wire collar (1). Several mounting bolts (4) are provided through the several mounting holes (2).

2. The seismic-resistant masonry structure reinforced with wire mesh mortar surface layer according to claim 1, characterized in that, The traction mechanism also includes several clamping blocks (6) fixedly mounted on the traction cable (5), and the clamping blocks (6) are located on the side of the fixing ring (7).

3. The seismic-resistant masonry structure reinforced with wire mesh mortar surface layer according to claim 1, characterized in that, The traction cable (5) is also provided with the mounting bolt (4) through the fixing ring (7).

4. The seismic-resistant masonry structure reinforced with wire mesh mortar surface layer according to claim 1, characterized in that, The limiting mechanism also includes a first limiting hole (11) opened on the cross limiting frame (3) and several first through holes (9) opened on the wire collar (1), and the first limiting hole (11) penetrates the interior of the cross limiting frame (3). Several traction cables (5) on one side of the wire collar (1) pass through several No. 1 limiting holes (11) and No. 1 through holes (9) through several cross limiting frames (3) and the interior of the wire collar (1).

5. The seismic-resistant masonry structure reinforced with wire mesh mortar surface layer according to claim 4, characterized in that, The limiting mechanism also includes a second limiting hole (12) opened on the cross limiting frame (3) and several second through holes (10) opened on the wire collar (1), and the second limiting hole (12) also penetrates the interior of the cross limiting frame (3). Several traction cables (5) on the other side of the wire collar (1) pass through several second limiting holes (12) and second through holes (10) through several cross limiting frames (3) and the interior of the wire collar (1).

6. The seismic-resistant masonry structure reinforced with wire mesh mortar surface layer according to claim 1, characterized in that, The fixing mechanism also includes several reinforcing rings (8) fixedly disposed in several mounting holes (2).

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