House earthquake-resistant stone wall reinforcing structure

Abstract

This invention discloses a seismic-resistant stone wall reinforcement structure for buildings, relating to the field of stone wall reinforcement technology. The structure includes a corner reinforcement mechanism and a wall reinforcement mechanism, with the wall reinforcement mechanism connected to the corner reinforcement mechanism. This seismic-resistant stone wall reinforcement structure facilitates the overall connection and reinforcement of the stone wall and its corners during connection and can be combined with grouting, ensuring reinforcement effectiveness while being more convenient, faster, and cost-effective.

Description

Technical Field

[0001] This invention relates to the field of stone wall reinforcement technology, specifically to a stone wall reinforcement structure for earthquake-resistant buildings. Background Technology

[0002] Stone masonry is a monolithic material constructed using stone and mortar or stone and concrete. Stone is readily available locally, making stone masonry economical and widely used in stone-producing areas. In engineering, stone masonry is primarily used as load-bearing components, serving as load-bearing walls, columns, and foundations for general residential buildings. Due to varying living and geographical environments, the materials and specifications used in building construction differ. Stone walls are a specific application of stone masonry, referring specifically to vertical enclosures or partitions constructed of stone. Their main functions are load-bearing, enclosing space, or dividing areas. In stone masonry buildings, adjacent bricks are bonded together with concrete during construction. However, after prolonged use, their seismic performance is poor, resulting in a low safety factor, especially during natural disasters like earthquakes. Because of the large voids within stone walls, grouting is a common reinforcement method, as is reinforcement using connecting components.

[0003] However, when using existing earthquake-resistant stone wall reinforcement structures, it is not convenient to reinforce the corners and walls as a whole when using connectors for reinforcement, thus affecting the reinforcement effect. Summary of the Invention

[0004] The purpose of this invention is to provide a seismic-resistant stone wall reinforcement structure for houses to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a house earthquake-resistant stone wall reinforcement structure, comprising a reinforcement structure body, wherein the reinforcement structure body includes a corner reinforcement mechanism and a wall reinforcement mechanism, and the wall reinforcement mechanism is connected to the corner reinforcement mechanism.

[0006] Preferably, the wall reinforcement mechanism includes multiple installation pipes penetrating the wall, an inner pipe connected within the installation pipes, and a movable ring sealed to both ends of the installation pipes; the installation pipes, inner pipes, and movable rings form an annular cavity after connection; the movable ring is sleeved on the outside of the inner pipe; the wall reinforcement mechanism also includes double-ended screws penetrating the inner pipes and multiple tie rod assemblies connected between the two double-ended screws; each tie rod assembly includes a first L-shaped plate, a second L-shaped plate, and a connecting assembly disposed between the first L-shaped plate and the second L-shaped plate; the connecting assembly includes a U-shaped plate, a tension detection assembly disposed between the U-shaped plate and the second L-shaped plate, and a movable assembly disposed between the U-shaped plate and the first L-shaped plate; the first L-shaped plate and the second L-shaped plate are sleeved on the sidewalls of the double-ended screws and fixed by nuts.

[0007] Preferably, the tensile testing component includes a first telescopic sleeve and a third spring connected between the U-shaped plate and the second L-shaped plate; the third spring is sleeved on the outside of the first telescopic sleeve; the tensile testing component also includes a scale plate connected to the U-shaped plate and scale markings on the scale plate.

[0008] Preferably, the movable component includes a threaded rod rotatably connected to the first L-shaped plate, a threaded tube threadedly connected to the threaded rod and fixed to the U-shaped plate, and a second telescopic sleeve rod connected between the first L-shaped plate and the U-shaped plate; the movable component also includes a plurality of insertion holes formed on the side wall of the threaded rod.

[0009] Preferably, the wall reinforcement mechanism includes inner and outer corner plates connected to a double-ended screw and expansion bolts connected to the bottom of the inner and outer corner plates.

[0010] Preferably, the reinforced structure body further includes a grouting mechanism disposed on the installation pipe; the grouting mechanism includes a grouting nozzle connected to the moving ring and communicating with the annular cavity, a plurality of grout outlet pipes connected to the installation pipe and communicating with the annular cavity, and a push-out mechanism disposed in the grout outlet pipes.

[0011] Preferably, the ejection mechanism includes a movable tube sliding within the slurry outlet pipe, a movable component for driving the movable tube to move, and an opening and closing component disposed within the movable tube; the movable component includes a first ring connected to the slurry outlet pipe, a second ring connected to the movable tube, and two first magnets embedded in the opposite sidewalls of the second ring and the first ring; the two first magnets have the same pole facing each other.

[0012] Preferably, the opening and closing assembly includes a tapered tube disposed at the top of the movable tube; the opening and closing assembly further includes a first hollowed-out disk fixed to the top of the tapered tube, a second hollowed-out disk disposed below the first hollowed-out disk, and two second magnetic blocks embedded in the opposite sidewalls of the first and second hollowed-out disks; the two second magnetic blocks have opposite poles facing each other; the opening and closing assembly further includes a top rod fixed to the top of the second hollowed-out disk; the top rod is disposed through the top of the first hollowed-out disk; the second hollowed-out disk is capable of movably sealing the first hollowed-out disk.

[0013] Preferably, the grouting mechanism further includes a control mechanism disposed within the installation pipe for controlling the grouting pressure; the control mechanism includes a telescopic pipe connecting the installation pipe and the annular cavity and a compression ring connected to the telescopic pipe; the compression ring is sleeved on the outside of the inner pipe; the grouting mechanism further includes a third telescopic sleeve rod and a first spring connected between the moving ring and the compression ring; the first spring is sleeved on the outside of the third telescopic sleeve rod; the control mechanism further includes an indicator component disposed between the moving ring and the compression ring.

[0014] Preferably, the indicating component includes a groove extending through the moving ring and an indicating rod inserted into the groove and fixed to the compression ring.

[0015] Compared with the prior art, the beneficial effects of the present invention are:

[0016] This type of earthquake-resistant stone wall reinforcement structure, by setting up corner reinforcement mechanisms and wall reinforcement mechanisms, facilitates the overall connection and reinforcement of the stone wall and corners during the reinforcement of the connecting parts. Furthermore, it can be combined with grouting to ensure the reinforcement effect, which is not only more convenient and faster, but also reduces costs. Attached Figure Description

[0017] Figure 1 This is a schematic diagram illustrating the usage state of the present invention;

[0018] Figure 2 This is a schematic diagram illustrating the usage state from another perspective of the present invention;

[0019] Figure 3 This is a partial cross-sectional view of the inner and outer corner plates and the first L-shaped plate in this invention.

[0020] Figure 4 This is a schematic diagram of the overall structure of the mounting pipe in this invention;

[0021] Figure 5 This is a partial cross-sectional view of the mounting tube in this invention;

[0022] Figure 6 This is a schematic diagram of the moving ring and the extrusion ring in this invention;

[0023] Figure 7 This is a partial cross-sectional view of the moving ring in this invention.

[0024] Figure 8 This is a schematic diagram of the tie rod assembly in this invention;

[0025] Figure 9 This is a partial cross-sectional view of the conical tube, the first hollowed-out disk, and the second hollowed-out disk in this invention.

[0026] Figure 10 This is a schematic diagram of the structure of the moving component in this invention;

[0027] Figure 11 for Figure 1 Enlarged structural diagram at point A;

[0028] Figure 12 for Figure 3 Enlarged structural diagram at point B;

[0029] Figure 13 for Figure 5 A magnified structural diagram at point C.

[0030] In the diagram: 1. Mounting tube; 201. First L-shaped plate; 203. U-shaped plate; 204. Second L-shaped plate; 301. Moving tube; 302. Tapered tube; 303. First ring; 304. Second ring; 305. First magnet; 401. First hollowed-out disc; 402. Second magnetic block; 403. Top rod; 404. Second hollowed-out disc; 501. Third telescopic sleeve rod; 503. First spring; 605. Slide groove; 606. Indicator rod; 701. Second telescopic sleeve rod; 703. Threaded pipe; 704. Threaded rod; 705. Insertion hole; 801. First telescopic sleeve rod; 803. Third spring; 804. Scale plate; 805. Scale mark; 12. Inner tube; 13. Moving ring; 15. Grouting nozzle; 16. Extrusion ring; 17. Telescopic pipe; 19. Double-ended screw; 20. Inner and outer angle plates; 21. Expansion bolt; 22. Grout outlet pipe. Detailed Implementation

[0031] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0032] Please see Figures 1-13 This invention provides a seismic-resistant stone wall reinforcement structure for houses, including a reinforcement structure body, which includes a corner reinforcement mechanism and a wall reinforcement mechanism. The wall reinforcement mechanism is connected to the corner reinforcement mechanism. When reinforcement is carried out using connectors, it is convenient to connect and reinforce the corner and the wall as a whole, thereby ensuring the reinforcement effect.

[0033] The wall reinforcement mechanism includes multiple installation pipes 1 penetrating the wall, an inner pipe 12 connected to the installation pipe 1, and a movable ring 13 sealed to both ends of the installation pipe 1. The inner pipe 12 is fixed to the inner wall of the installation pipe 1 by a connecting block, and the movable ring 13 is threaded to the inner wall of the installation pipe 1, with multiple hexagonal grooves at the end of the movable ring 13. The installation pipe 1, inner pipe 12, and movable ring 13 form an annular cavity after connection. The movable ring 13 is sleeved on the outside of the inner pipe 12. The wall reinforcement mechanism also includes double-ended screws 19 penetrating the inner pipe 12 and multiple tie rod assemblies connected between the two double-ended screws 19. Each tie rod assembly includes a first L-shaped plate 201, a second L-shaped plate 204, and a tie rod assembly disposed on the first L-shaped plate 201 and the second L-shaped plate 204. The connecting assembly between the L-shaped plates 204 includes a U-shaped plate 203, a tensile testing assembly disposed between the U-shaped plate 203 and the second L-shaped plate 204, and a moving assembly disposed between the U-shaped plate 203 and the first L-shaped plate 201. The first L-shaped plate 201 and the second L-shaped plate 204 are sleeved on the side wall of the double-ended screw 19 and fixed by nuts. When reinforcing the wall, holes are first drilled in the stone wall, then the installation tube 1 is inserted into the drilled holes, then the double-ended screw 19 is inserted into the inner tube 12, the first L-shaped plate 201 and the second L-shaped plate 204 are sleeved on the double-ended screw 19, and the nuts are tightened on the double-ended screw 19, so as to facilitate the reinforcement of the wall according to the usage requirements and make the reinforcement effect better.

[0034] The tensile testing assembly includes a first telescopic sleeve 801 and a third spring 803 connected between the U-shaped plate 203 and the second L-shaped plate 204. The third spring 803 is sleeved on the outside of the first telescopic sleeve 801. The tensile testing assembly also includes a scale plate 804 connected to the U-shaped plate 203 and a scale mark 805 set on the scale plate 804. During reinforcement, the U-shaped plate 203 is moved closer to the first L-shaped plate 201 by the moving assembly. At the same time, the third spring 803 is gradually stretched. By observing the scale mark 805 on the scale plate 804 indicated by the second L-shaped plate 204, the tensile force between the first L-shaped plate 201 and the second L-shaped plate 204 can be determined, which can provide preload and ensure the effect of supporting and reinforcing the stone wall.

[0035] The moving assembly includes a threaded rod 704 rotatably connected to the first L-shaped plate 201, a threaded tube 703 threadedly connected to the threaded rod 704 and fixed to the U-shaped plate 203, and a second telescopic sleeve rod 701 connected between the first L-shaped plate 201 and the U-shaped plate 203. The moving assembly also includes multiple insertion holes 705 opened on the side wall of the threaded rod 704. When a tool is inserted into the insertion hole 705 to rotate the threaded rod 704, the threaded tube 703 can be pulled to move closer to the first L-shaped plate 201. At the same time, the U-shaped plate 203 is moved, and the second L-shaped plate 204 is moved by the tension detection component. This makes it easy to adjust the overall length of the pull rod assembly according to the usage requirements, making it more convenient and faster to use and more applicable.

[0036] The wall reinforcement mechanism includes inner and outer corner plates 20 connected to a double-ended screw 19 and expansion bolts 21 connected to the bottom of the inner and outer corner plates 20. First, the inner and outer corner plates 20 are fixed to the ground, and then the bolts are used to fix the inner and outer corner plates 20 to the expansion bolts 21. During reinforcement, the inner and outer corner plates 20 are fixed to the ground using the expansion bolts 21 to reinforce the wall corners. Simultaneously, the inner and outer corner plates 20 can be fitted onto the sidewalls of the double-ended screw 19. When the first L-shaped plate 201 and the second L-shaped plate 204 are fixed using nuts, the inner and outer corner plates 20 can be fixed simultaneously, thus connecting the inner and outer corner plates 20 to the tie rod assembly. This facilitates the overall connection and reinforcement of the wall corners and the wall, ensuring the reinforcement effect.

[0037] The reinforced structure also includes a grouting mechanism installed on the installation pipe 1. The grouting mechanism includes a grouting nozzle 15 connected to the moving ring 13 and communicating with the annular cavity, multiple grout outlet pipes 22 connected to the installation pipe 1 and communicating with the annular cavity, and a push-out mechanism installed in the grout outlet pipe 22. Before reinforcing the wall and corners, after the installation pipe 1 is inserted into the drill hole, the two ends of the installation pipe 1 that contact the wall are sealed. Then, the grouting head of the grouting equipment can be connected to the grouting nozzle 15, so that the grouting material can enter the annular cavity in the installation pipe 1 through the telescopic pipe 17 and enter the gap in the stone wall through the grout outlet pipe 22 to realize the grouting operation. After grouting, the connection and reinforcement effect can be enhanced. Moreover, the installation pipe 1 can realize both the grouting effect and the anchor rod connection effect, avoiding the need to drill holes and use anchor rods separately when reinforcing the connection and grouting, making it more convenient and faster to use, and reducing the cost of reinforcement.

[0038] The ejection mechanism includes a movable tube 301 that slides within the grout outlet pipe 22, a movable component for driving the movable tube 301 to move, and an opening and closing component disposed within the movable tube 301. The movable component includes a first ring 303 connected to the grout outlet pipe 22, a second ring 304 connected to the movable tube 301, and two first magnets 305 embedded in the opposite sidewalls of the second ring 304 and the first ring 303. The two first magnets 305 are opposite each other with the same pole. When the grouting material enters the annular cavity within the installation pipe 1, under pressure, they can push the movable tube 301 and the conical tube 302 outward along the grout outlet pipe 22, and can extend the conical tube 302 into the gap within the stone wall, thereby enhancing the connection and reinforcement effect after grouting.

[0039] The opening and closing assembly includes a tapered tube 302 disposed at the top of the moving tube 301; the assembly also includes a first hollowed-out disk 401 fixed to the top of the tapered tube 302, a second hollowed-out disk 404 disposed below the first hollowed-out disk 401, and two second magnetic blocks 402 embedded in the opposite sidewalls of the first hollowed-out disk 401 and the second hollowed-out disk 404; the two second magnetic blocks 402 have opposite poles facing each other; the assembly also includes a push rod 403 fixed to the top of the second hollowed-out disk 404; the push rod 403 is disposed through the top of the first hollowed-out disk 401; the second hollowed-out disk 404 is capable of controlling the first hollowed-out disk 401. The system provides a movable seal; when the top rod 403 abuts against the stone wall, it can push the second perforated plate 404 to move away from the first perforated plate 401, causing the second perforated plate 404 to separate from the first perforated plate 401. At this time, the second perforated plate 404 and the first perforated plate 401 are no longer in a sealed state. At this time, grouting material can be injected into the gaps in the stone wall to ensure normal grouting effect. When grouting is not performed, under the adsorption force of the two second magnetic blocks 402, the second perforated plate 404 and the first perforated plate 401 are fitted and sealed, avoiding blockage of the tapered tube 302.

[0040] The grouting mechanism also includes a control mechanism disposed within the installation pipe 1 for controlling the grouting pressure; the control mechanism includes a telescopic pipe 17 connecting the installation pipe 1 and the annular cavity and a compression ring 16 connected to the telescopic pipe 17; the compression ring 16 is sleeved on the outside of the inner pipe 12; the grouting mechanism also includes a third telescopic sleeve 501 and a first spring 503 connected between the moving ring 13 and the compression ring 16; the first spring 503 is sleeved on the outside of the third telescopic sleeve 501; the control mechanism also includes an indicator component disposed between the moving ring 13 and the compression ring 16. During grouting, as the grouting pressure gradually increases, the compression ring 16 can be pushed to move closer to the moving ring 13. At the same time, the first spring 503 is compressed, and the compression amount of the first spring 503 is indicated by the indicator component, thereby determining the grouting pressure. After grouting is completed, the first spring 503 provides extrusion pressure to the grouting material, resulting in better grouting effect.

[0041] The indicator assembly includes a groove 605 passing through the moving ring 13 and an indicator rod 606 inserted in the groove 605 and fixed to the compression ring 16. When the compression ring 16 moves closer to the moving ring 13, and the first spring 503 is compressed, the indicator rod 606 can be driven to move along the groove 605. When the end of the indicator rod 606 is flush with the end of the moving ring 13, it indicates that the grouting pressure has reached the required level, thus ensuring the effect of grouting reinforcement.

[0042] Working principle: In use, first drill holes in the stone wall, then insert the installation pipe 1 into the drilled holes, and fill and seal the two ends of the installation pipe 1 that contact the wall and the cracks in the wall. When grouting reinforcement is required, insert the grouting head into the grouting nozzle 15, so that the grouting material can enter the annular cavity inside the installation pipe 1 through the telescopic pipe 17. Under the action of pressure, it can push the moving pipe 301 and the conical pipe 302 outward along the grout outlet pipe 22, and can extend the conical pipe 302 into the gap inside the stone wall. After grouting, the connection and reinforcement effect can be enhanced.

[0043] When the top rod 403 comes into contact with the stone wall, it can push the second hollow plate 404 to move away from the first hollow plate 401, so that the second hollow plate 404 is separated from the first hollow plate 401. At this time, the second hollow plate 404 and the first hollow plate 401 are no longer in a sealed state. At this time, grouting material can be injected into the gaps in the stone wall.

[0044] At the same time, as the grouting pressure gradually increases, it can push the extrusion ring 16 to move closer to the moving ring 13. Meanwhile, the first spring 503 is compressed and can drive the indicator rod 606 to move along the slide groove 605. When the end of the indicator rod 606 is flush with the end of the moving ring 13, it indicates that the grouting pressure has reached the required level, ensuring the effect of grouting reinforcement.

[0045] When the required pressure is reached, the grouting head is pulled out from the grouting nozzle 15. At this time, the grouting nozzle 15 uses a water-stop needle with a one-way valve, which can form a sealing effect to prevent the grouting material from flowing out. In addition, a wrench can be inserted into the hexagonal groove on the end face of the moving ring 13 to rotate the moving ring 13 and move it into the installation tube 1. This allows the extrusion ring 16 to move through the first spring 503, extruding the grouting material in the installation tube 1. At the same time, the first spring 503 is compressed, which facilitates the pressure holding operation of the grouting material, ensuring the quality of the grouting and thus ensuring the quality of the stone wall reinforcement.

[0046] After the grouting reinforcement is completed, the double-ended screw 19 is inserted into the inner tube 12. Then, the inner and outer corner plates 20 are fitted onto the side wall of the double-ended screw 19 and fixed with nuts. At the same time, the inner and outer corner plates 20 are fixed to the ground with expansion bolts 21. At this time, the inner and outer corner plates 20 can be used to reinforce the inner and outer sides of the stone wall corners.

[0047] Next, the first L-shaped plate 201 is fitted onto the side wall of the double-ended screw 19. Then, a tool is inserted into the insertion hole 705 to rotate the threaded rod 704. When the threaded rod 704 rotates, it can pull the threaded tube 703 to move closer to the first L-shaped plate 201. At the same time, it drives the U-shaped plate 203 to move, and drives the second L-shaped plate 204 to move through the tension detection component. This makes it easy to adjust the overall length of the pull rod assembly according to the usage requirements. The second L-shaped plate 204 is then fitted onto the side wall of another double-ended screw 19 and fixed with a nut.

[0048] Then, the threaded rod 704 continues to rotate. When the threaded rod 704 rotates, it can pull the threaded tube 703 to move closer to the first L-shaped plate 201. At the same time, it drives the U-shaped plate 203 to move, so that the third spring 803 is gradually stretched. Furthermore, by observing the scale mark 805 on the scale plate 804 indicated by the second L-shaped plate 204, the tension between the first L-shaped plate 201 and the second L-shaped plate 204 can be determined, which can provide pre-tightening force to ensure the effect of supporting and reinforcing the stone wall. This facilitates the overall reinforcement of the stone wall and its corners, ensuring the reinforcement effect. Moreover, it can be combined with grouting, ensuring the reinforcement effect while being more convenient, faster, and reducing costs.

[0049] All standard parts used in this invention can be purchased from the market, and irregular parts can be customized according to the description and drawings. The specific connection methods of each part adopt conventional methods such as bolts, rivets, and welding that are mature in the prior art. The machinery, parts and equipment adopt conventional models in the prior art, and the circuit connection adopts conventional connection methods in the prior art, which will not be described in detail here. The contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0050] The present invention and its embodiments have been described above. This description is not restrictive, and the accompanying drawings are only one embodiment of the present invention; the actual structure is not limited thereto. In conclusion, if those skilled in the art are inspired by this description and design similar structures and embodiments without departing from the spirit of the invention, such designs should fall within the protection scope of the present invention.

Claims

1. A seismic-resistant stone wall reinforcement structure for buildings, comprising a reinforcement structure body, characterized in that: The reinforced structure body includes a corner reinforcement mechanism and a wall reinforcement mechanism. The wall reinforcement mechanism is connected to the corner reinforcement mechanism and can form an integral whole. The wall reinforcement mechanism includes multiple installation pipes (1) that penetrate the wall, an inner pipe (12) connected to the installation pipes (1), and a movable ring (13) that is sealed to both ends of the installation pipes (1). The installation pipes (1), the inner pipes (12), and the movable ring (13) form an annular cavity after being connected. The movable ring (13) is sleeved on the outside of the inner pipe (12). The wall reinforcement mechanism also includes a double-ended screw (19) that penetrates the inner pipe (12) and connects to two... Multiple tie rod assemblies between the double-ended screws (19); each tie rod assembly includes a first L-shaped plate (201), a second L-shaped plate (204), and a connecting assembly disposed between the first L-shaped plate (201) and the second L-shaped plate (204); the connecting assembly includes a U-shaped plate (203), a tension detection assembly disposed between the U-shaped plate (203) and the second L-shaped plate (204), and a moving assembly disposed between the U-shaped plate (203) and the first L-shaped plate (201); the first L-shaped plate (201) and the second L-shaped plate (204) are sleeved on the sidewalls of the double-ended screws (19) and fixed by nuts; The reinforced structure body also includes a grouting mechanism installed on the installation pipe (1); the grouting mechanism includes a grouting nozzle (15) connected to the moving ring (13) and communicating with the annular cavity, a plurality of grout outlet pipes (22) connected to the installation pipe (1) and communicating with the annular cavity, and an ejection mechanism installed in the grout outlet pipes (22); The ejection mechanism includes a movable tube (301) that slides within the slurry outlet tube (22), a movable component for driving the movable tube (301) to move, and an opening and closing component disposed within the movable tube (301); the movable component includes a first ring (303) connected to the slurry outlet tube (22), a second ring (304) connected to the movable tube (301), and two first magnets (305) embedded in the opposite sidewalls of the second ring (304) and the first ring (303); the two first magnets (305) are opposite each other with the same pole.

2. The earthquake-resistant stone wall reinforcement structure for houses according to claim 1, characterized in that: The tensile testing assembly includes a first telescopic sleeve (801) and a third spring (803) connected between the U-shaped plate (203) and the second L-shaped plate (204); the third spring (803) is sleeved on the outside of the first telescopic sleeve (801); the tensile testing assembly also includes a scale plate (804) connected to the U-shaped plate (203) and scale markings (805) set on the scale plate (804).

3. The earthquake-resistant stone wall reinforcement structure for houses according to claim 2, characterized in that: The moving assembly includes a threaded rod (704) rotatably connected to the first L-shaped plate (201), a threaded tube (703) threadedly connected to the threaded rod (704) and fixed to the U-shaped plate (203), and a second telescopic sleeve (701) connected between the first L-shaped plate (201) and the U-shaped plate (203); the moving assembly also includes a plurality of insertion holes (705) opened on the side wall of the threaded rod (704).

4. The earthquake-resistant stone wall reinforcement structure for houses according to claim 1, characterized in that: The wall reinforcement mechanism includes inner and outer corner plates (20) connected to a double-ended screw (19) and expansion bolts (21) connected to the bottom of the inner and outer corner plates (20).

5. The earthquake-resistant stone wall reinforcement structure for houses according to claim 1, characterized in that: The opening and closing assembly includes a tapered tube (302) disposed at the top of the moving tube (301); the opening and closing assembly also includes a first hollowed-out plate (401) fixed to the top of the tapered tube (302), a second hollowed-out plate (404) disposed below the first hollowed-out plate (401), and two second magnetic blocks (402) embedded in the opposite sidewalls of the first hollowed-out plate (401) and the second hollowed-out plate (404); the two second magnetic blocks (402) are opposite poles facing each other; the opening and closing assembly also includes a top rod (403) fixed to the top of the second hollowed-out plate (404); the top rod (403) is disposed through the top of the first hollowed-out plate (401); the second hollowed-out plate (404) can perform a movable seal on the first hollowed-out plate (401).

6. The earthquake-resistant stone wall reinforcement structure for houses according to claim 1, characterized in that: The grouting mechanism further includes a control mechanism disposed within the installation pipe (1) for controlling the grouting pressure; the control mechanism includes a telescopic pipe (17) connecting the installation pipe (1) and the annular cavity and a compression ring (16) connected to the telescopic pipe (17); the compression ring (16) is sleeved on the outside of the inner pipe (12); the grouting mechanism further includes a third telescopic sleeve (501) and a first spring (503) connected between the moving ring (13) and the compression ring (16); the first spring (503) is sleeved on the outside of the third telescopic sleeve (501); the control mechanism further includes an indicator component disposed between the moving ring (13) and the compression ring (16).

7. A house earthquake-resistant stone wall reinforcement structure according to claim 6, characterized in that: The indicator assembly includes a groove (605) extending through the moving ring (13) and an indicator rod (606) inserted in the groove (605) and fixed to the compression ring (16).

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