Modular seismic alloy wall
By incorporating slots, inserts, limiting components, and buffer pads, the design addresses the issues of low splicing efficiency and poor seismic resistance in modular alloy walls, enabling rapid installation and high stability of the alloy walls, thereby reducing construction costs and the damage to buildings caused by earthquakes.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- 杭州瀚然新材料科技有限公司
- Filing Date
- 2025-09-04
- Publication Date
- 2026-07-24
Smart Images
Figure CN224549412U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of earthquake-resistant alloy wall technology, and in particular relates to a modular earthquake-resistant alloy wall. Background Technology
[0002] In the field of building construction, walls, as an important component of building structure, not only need to meet the basic functions of enclosing and dividing space, but also need to have good stability, seismic resistance and ease of construction to meet the dual requirements of modern buildings for efficient construction and safety performance. With the widespread application of alloy materials in the construction field, modular alloy walls have gradually become an important alternative to traditional brick and stone walls and concrete walls due to their advantages such as light weight, high strength and good durability. They are especially suitable for prefabricated buildings, temporary buildings and building scenarios with high seismic requirements.
[0003] In terms of splicing and installation, existing modular alloy wall systems mostly employ an integral structure or a single connection method. When multiple alloy wall panels need to be spliced continuously, multiple sets of bolts are required for sequential fixing or welding. This not only demands a high level of skill from the installers but also makes it difficult to quickly and accurately align multiple wall panels during splicing, resulting in low construction efficiency. This is especially true in large-scale construction scenarios, significantly increasing construction time and labor costs. The connections between existing alloy wall panels are mostly rigid connections without effective buffer structures. When a building encounters earthquakes, seismic loads, or external impacts, the rigid connections between the wall panels cannot effectively disperse the impact force. The vibration energy acts directly on the connection points, easily causing bolt loosening, weld cracking, or even breakage at the wall panel splice, leading to damage to the overall wall structure. This not only affects the normal use of the wall but may also cause building safety hazards, failing to meet the requirements for seismic performance. Therefore, we propose a modular seismic-resistant alloy wall system. Utility Model Content
[0004] The purpose of this invention is to provide a modular earthquake-resistant alloy wall to solve the problems mentioned in the background art.
[0005] In view of this, the present invention provides a modular earthquake-resistant alloy wall, comprising: An alloy wall panel has a cavity inside, a reinforcing rib is fixedly installed inside the cavity, a slot is provided on one side of the alloy wall panel, a buffer pad is fixedly installed on the inner wall of the slot, and an insert is fixedly installed on the other side of the alloy wall panel. A limiting component, located within the alloy wall panel, is used to limit the position of the insert block; A rectangular block is fixedly installed on the top of an alloy wall panel. A limiting groove is formed inside the rectangular block. A groove is formed on the bottom of the alloy wall panel, and a limiting plate is inserted into the groove. A fixing component is located inside the limiting plate and is used to limit the position of the limiting plate.
[0006] In this technical solution, during installation, personnel can insert the insert block on one alloy wall panel into the slot on another alloy wall panel. Once the insert block is fully inserted into the slot, a limiting component restricts its position. This operation allows for the horizontal splicing of multiple alloy wall panels. When vertical splicing of multiple alloy wall panels is required, personnel can remove the limiting plate from the groove on another alloy wall panel, then place the groove on the other alloy wall panel onto the rectangular block of the bottom alloy wall panel. The limiting plate is then inserted back into the groove, where it will be inserted into the limiting groove. When the limiting plate is fully inserted into the limiting groove, the fixing component can... The limiting plate is fixed and can limit the rectangular block, thereby enabling the vertical splicing of multiple alloy wall panels. It can realize the rapid alignment and assembly of multiple alloy wall panels without relying on multiple sets of bolts for sequential fixing or complex welding processes, which greatly reduces the skill requirements of the installers. In large-scale construction scenarios, it can significantly shorten the construction cycle and reduce labor input costs. At the same time, it can be disassembled and reused, realizing the non-destructive disassembly of the wall panels. In subsequent building maintenance, functional transformation or wall recycling, the wall panels can be directly disassembled and reassembled, avoiding damage to the original connection structure and reducing material loss and costs throughout the building's life cycle. Meanwhile, the buffer pads added between multiple alloy wall panels can effectively absorb the energy generated by earthquakes, seismic loads, or external impacts, preventing vibrations from being directly transmitted to the connection points of the alloy wall panels. Compared with traditional rigid connections, the buffer structure can reduce stress concentration at the connection points, reduce the risk of failures such as loose bolts and cracked welds, and improve the overall stability of the wall. While absorbing energy, the buffer pads can also adapt to the slight deformation of the wall panels caused by temperature changes and loads, preventing cracking or overall damage to the wall due to stress accumulation caused by deformation. This significantly reduces the damage to the building structure caused by disasters such as earthquakes and ensures the safety of people and property.
[0007] In the above technical solution, the limiting component further includes: A rotating groove is formed on the alloy wall panel and located at the top of the slot. A rotating block is rotatably installed in the rotating groove. A rubber pad is fixedly installed on the rotating block. A hexagon socket head cap screw is threaded on one side of the rotating block. One end of the hexagon socket head cap screw extends into the alloy wall panel. A slot is formed at the top of the insertion block.
[0008] In this technical solution, during installation, personnel can insert the insert block on one alloy wall panel into the slot on another alloy wall panel. When the insert block is fully inserted into the slot, the rotating block is rotated until the rubber pad on the rotating block abuts against the top of the insert block. Then, the personnel rotate the hexagonal socket bolt, and under the action of the thread, the hexagonal socket bolt can be screwed into the alloy wall panel, thereby limiting the position of the insert block. Through the above operation, multiple alloy wall panels can be horizontally spliced.
[0009] In the above technical solution, one end of the internal hexagonal bolt is threadedly connected to the alloy wall panel, and the rotating block engages with the slot.
[0010] In this technical solution, it is ensured that the internal hex bolts can be screwed into the alloy wall panel and that the rotating block can be engaged in the slot.
[0011] In the above technical solution, the fixing component further includes: Two sliding grooves are symmetrically opened within the limiting plate. A limiting block is slidably installed within each sliding groove. One end of each limiting block passes through one side of the sliding groove and extends into the groove. A pull rod is fixedly installed at the other end of the limiting block within the sliding groove. A spring is sleeved on the pull rod within the sliding groove. A pressing groove is opened within the limiting plate between the two sliding grooves. One end of each of the two pull rods extends into the pressing groove and is fixedly installed with a pressing plate. Limiting holes are opened at both ends of the rectangular block.
[0012] In this technical solution, when multiple alloy wall panels need to be vertically spliced, the operator can remove the limiting plate from the groove of another alloy wall panel, then place the groove of the other alloy wall panel onto the rectangular block of the bottom alloy wall panel. The limiting plate is then inserted back into the groove, at which point it will be inserted into the limiting groove. The inner wall of the limiting groove will press the two limiting blocks closer together. The movement of the limiting blocks will compress the springs, causing them to contract until one end of the limiting block enters the sliding groove. When the limiting plate is fully inserted into the limiting groove, under the rebound force of the two springs, the two springs will respectively compress the two limiting blocks, causing them to move until one end of the limiting block inserts into the corresponding... The limiting holes are used to fix the limiting plate, which in turn limits the rectangular block, allowing for the vertical splicing of multiple alloy wall panels. This enables rapid alignment and assembly of multiple alloy wall panels without relying on multiple sets of bolts or complex welding processes, significantly reducing the skill requirements for installers. In large-scale construction scenarios, this can significantly shorten the construction cycle and reduce labor costs. Furthermore, the panels are detachable and reusable, allowing for non-destructive disassembly. During subsequent building maintenance, functional modifications, or wall recycling, the panels can be directly disassembled and reassembled, avoiding damage to the original connection structure and reducing material waste and costs throughout the building's lifecycle.
[0013] In the above technical solution, one end of the limiting block is inserted into the limiting hole, one end of the limiting block has an inclined structure, the pull rod is slidably connected to the sliding groove and the limiting plate, the pressing plate is slidably connected to the pressing groove, and both ends of the spring are tightly welded to the inner walls of the limiting block and the sliding groove, respectively.
[0014] In this technical solution, it is ensured that one end of the limiting block can be inserted into the limiting hole, that the inner wall of the limiting groove can squeeze the two limiting blocks closer to each other, that the pull rod can slide normally in the sliding groove and the limiting plate, that the pressing plate can slide normally in the pressing groove, and that the spring structure is stable.
[0015] In the above technical solution, the insert block is further engaged with the slot, the rectangular block is engaged with the groove, and the limiting plate is engaged with the limiting groove.
[0016] In this technical solution, it is ensured that the insert block can be inserted into the slot, the rectangular block can be inserted into the groove, and the limiting plate can be inserted into the limiting groove.
[0017] In the above technical solution, furthermore, the periphery of the insert block is in close contact with the buffer pad.
[0018] In this technical solution, it is ensured that the buffer pad can effectively buffer the insert block.
[0019] The beneficial effects of this utility model are: 1. This modular earthquake-resistant alloy wall allows for the rapid alignment and assembly of multiple alloy wall panels without relying on multiple sets of bolts for sequential fixing or complex welding processes. This significantly reduces the skill requirements for installers and can significantly shorten the construction cycle and reduce labor costs in large-scale building construction scenarios. At the same time, it is detachable and reusable, enabling non-destructive disassembly of the wall panels. During subsequent building maintenance, functional renovation, or wall recycling, the wall panels can be directly disassembled and reassembled, avoiding damage to the original connection structure and reducing material loss and costs throughout the building's life cycle.
[0020] 2. This modular earthquake-resistant alloy wall system, with buffer pads added between multiple alloy wall panels, can effectively absorb the energy generated by earthquakes, seismic loads, or external impacts, preventing vibrations from being directly transmitted to the connection points of the alloy wall panels. Compared with traditional rigid connections, the buffer structure can reduce stress concentration at the connection points, reduce the risk of failures such as bolt loosening and weld cracking, and improve the overall stability of the wall. While absorbing energy, the buffer pads can also adapt to the slight deformation of the wall panels caused by temperature changes and loads, preventing cracking or overall damage to the wall due to stress accumulation caused by deformation. This significantly reduces the damage to building structures caused by disasters such as earthquakes, ensuring the safety of people and property. Attached Figure Description
[0021] Figure 1 This is one of the overall structural schematic diagrams of this utility model; Figure 2 This utility model Figure 1 Enlarged structural diagram at point A in the middle; Figure 3 This is the second schematic diagram of the overall structure of this utility model; Figure 4 This is a schematic diagram of the structure of the limiting plate exploding in this utility model; Figure 5 This utility model Figure 4 Enlarged structural diagram at point B; Figure 6 This is a cross-sectional structural diagram of the limiting plate in this utility model; Figure 7 This utility model Figure 6 Enlarged structural diagram at point C; Figure 8 This is a cross-sectional structural diagram of the alloy wall panel in this utility model.
[0022] The markings in the diagram are as follows: 1. Alloy wall panel; 2. Cavity; 3. Reinforcing rib; 4. Slot; 5. Insert block; 6. Buffer pad; 7. Rotating groove; 8. Rotating block; 9. Rubber pad; 10. Hex socket head cap screw; 11. Slot; 12. Rectangular block; 13. Groove; 14. Limiting groove; 15. Limiting plate; 16. Sliding groove; 17. Limiting block; 18. Limiting hole; 19. Pull rod; 20. Spring; 21. Pressing groove; 22. Pressing plate. Detailed Implementation
[0023] The technical solutions of the embodiments of this application will be clearly described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this application. All other embodiments obtained by those skilled in the art based on the embodiments of this application are within the scope of protection of this application.
[0024] In the description of this application, it should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. For ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings denote similar items; therefore, once an item is defined in one drawing, it need not be further discussed in subsequent drawings.
[0025] It should be noted that the terms "first," "second," etc., used in the specification and claims of this application are used to distinguish similar objects and not to describe a specific order or sequence. It should be understood that such use of data can be interchanged where appropriate so that embodiments of this application can be implemented in orders other than those illustrated or described herein, and the objects distinguished by "first," "second," etc., are generally of the same class and are not limited in number; for example, a first object can be one or more. Furthermore, in the specification and claims, "and / or" indicates at least one of the connected objects, and the character " / " generally indicates that the preceding and following objects are in an "or" relationship.
[0026] It should be noted that in the description of this application, the directional terms such as "front, back, up, down, left, right", "horizontal, vertical, horizontal" and "top, bottom" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this application and simplifying the description. Unless otherwise stated, these directional terms do not indicate or imply that the device or element referred to must have a specific orientation or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on the scope of protection of this application. The directional terms "inner" and "outer" refer to the inner and outer contours relative to the outline of each component itself.
[0027] It should be noted that, in this application, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element. Furthermore, it should be noted that the scope of the methods and apparatuses in the embodiments of this application is not limited to performing functions in the order shown or discussed, but may also include performing functions substantially simultaneously or in the reverse order, depending on the functions involved. For example, the described methods may be performed in a different order than described, and various steps may be added, omitted, or combined. Additionally, features described with reference to certain examples may be combined in other examples.
[0028] Example 1: Please see Figure 1 - Figure 8 As shown, this embodiment provides a modular earthquake-resistant alloy wall, including: Alloy wall panel 1, with cavity 2 inside, reinforcing rib 3 fixedly installed inside cavity 2, slot 4 on one side of alloy wall panel 1, buffer pad 6 fixedly installed on the inner wall of slot 4, and insert block 5 fixedly installed on the other side of alloy wall panel 1. A limiting component is located inside the alloy wall panel 1 and is used to limit the insertion block 5. A rectangular block 12 is fixedly installed on the top of the alloy wall panel 1. A limiting groove 14 is opened in the rectangular block 12. A groove 13 is opened on the bottom of the alloy wall panel 1. A limiting plate 15 is inserted and installed in the groove 13. A fixing component is located within the limiting plate 15 and is used to limit the position of the limiting plate 15.
[0029] During installation, personnel can insert the insert block 5 on alloy wall panel 1 into the slot 4 on another alloy wall panel 1. When the insert block 5 is fully inserted into the slot 4, the limiting component then limits the insertion block 5. This operation allows multiple alloy wall panels 1 to be horizontally spliced. When multiple alloy wall panels 1 need to be vertically spliced, personnel can remove the limiting plate 15 from the groove 13 on another alloy wall panel 1, then place the groove 13 on the other alloy wall panel 1 onto the rectangular block 12 of the bottom alloy wall panel 1. Subsequently, the limiting plate 15 is inserted back into the groove 13, at which point the limiting plate 15 will be inserted into the limiting groove 14. When the limiting plate 15 is fully inserted into the limiting groove 14... At this time, the fixing component can fix the limiting plate 15, and the limiting plate 15 can limit the rectangular block 12, thereby vertically splicing multiple alloy wall panels 1. This enables the rapid alignment and assembly of multiple alloy wall panels 1 without relying on multiple sets of bolts for sequential fixing or complex welding processes. This significantly reduces the skill requirements for installers. In large-scale construction scenarios, it can significantly shorten the construction cycle and reduce labor costs. At the same time, it is detachable and reusable, enabling non-destructive disassembly of the wall panels. In subsequent building maintenance, functional transformation, or wall recycling, the wall panels can be directly disassembled and reassembled, avoiding damage to the original connection structure and reducing material consumption and costs throughout the building's life cycle. Meanwhile, the buffer pads 6 added between the multiple alloy wall panels 1 can effectively absorb the energy generated by earthquakes, seismic loads or external impacts, and prevent the vibration from being directly transmitted to the connection parts of the alloy wall panels 1. Compared with traditional rigid connections, the buffer structure can reduce the stress concentration at the connection parts, reduce the risk of failures such as loose bolts and cracked welds, and improve the overall stability of the wall. While absorbing energy, the buffer pads 6 can also adapt to the small deformations of the wall panels caused by temperature changes and loads, and prevent the wall from cracking or being damaged as a whole due to the accumulation of deformation stress. This significantly reduces the damage to the building structure caused by disasters such as earthquakes and ensures the safety of people and property.
[0030] Example 2: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features, including a limiting component: Rotating groove 7 is formed on alloy wall panel 1 and located at the top of slot 4. Rotating block 8 is rotatably installed in rotating groove 7. Rubber pad 9 is fixedly installed on rotating block 8. Hex socket bolt 10 is threaded on one side of rotating block 8. One end of hex socket bolt 10 extends into alloy wall panel 1. Slot 11 is formed at the top of insert block 5.
[0031] During installation, personnel can insert the insert block 5 on alloy wall panel 1 into the slot 4 on another alloy wall panel 1. When the insert block 5 is fully inserted into the slot 4, rotate the rotating block 8 until the rubber pad 9 on the rotating block 8 abuts against the top of the insert block 5. Then, personnel can rotate the hexagonal socket bolt 10. Under the action of the thread, the hexagonal socket bolt 10 can be screwed into the alloy wall panel 1, thereby limiting the position of the insert block 5. Through the above operation, multiple alloy wall panels 1 can be horizontally spliced.
[0032] Example 3: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features: one end of the internal hexagon bolt 10 is threadedly connected to the alloy wall panel 1, and the rotating block 8 is engaged with the slot 11.
[0033] Specifically, it is ensured that the internal hex bolt 10 can be screwed into the alloy wall panel 1, and that the rotating block 8 can be engaged in the slot 11.
[0034] Example 4: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features, including a fixing component: Two sliding grooves 16 are symmetrically opened in the limiting plate 15. A limiting block 17 is slidably installed in the sliding groove 16. One end of the limiting block 17 passes through one side of the sliding groove 16 and extends into the groove 13. A pull rod 19 is fixedly installed at the other end of the limiting block 17 and in the sliding groove 16. A spring 20 is sleeved on the pull rod 19 and in the sliding groove 16. A pressing groove 21 is opened in the limiting plate 15 between the two sliding grooves 16. One end of each of the two pull rods 19 extends into the pressing groove 21 and is fixedly installed with a pressing plate 22. Limiting holes 18 are opened at both ends of the rectangular block 12.
[0035] When multiple alloy wall panels 1 need to be vertically spliced, the operator can remove the limiting plate 15 from the groove 13 of another alloy wall panel 1, then place the groove 13 of the other alloy wall panel 1 onto the rectangular block 12 of the bottom alloy wall panel 1. Subsequently, the limiting plate 15 is inserted back into the groove 13, at which point the limiting plate 15 will insert into the limiting groove 14. The inner wall of the limiting groove 14 will press the two limiting blocks 17 closer together. The movement of the limiting blocks 17 will compress the springs 20, causing them to contract until one end of the limiting block 17 enters the sliding groove 16. When the limiting plate 15 is fully inserted into the limiting groove 14, under the rebound force of the two springs 20, the two springs 20 will respectively compress the two limiting blocks 17, causing them to move. Until one end of the limiting block 17 is inserted into the corresponding limiting hole 18, the limiting plate 15 is fixed. The limiting plate 15 can limit the rectangular block 12, thereby vertically splicing multiple alloy wall panels 1. This enables the rapid alignment and assembly of multiple alloy wall panels 1 without relying on multiple sets of bolts for sequential fixing or complex welding processes. This significantly reduces the skill requirements for installers. In large-scale construction scenarios, it can significantly shorten the construction cycle and reduce labor costs. At the same time, it is detachable and reusable, enabling non-destructive disassembly of the wall panels. During subsequent building maintenance, functional renovation, or wall recycling, the wall panels can be directly disassembled and reassembled, avoiding damage to the original connection structure and reducing material consumption and costs throughout the building's life cycle.
[0036] Example 5: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features: one end of the limiting block 17 is inserted into the limiting hole 18, one end of the limiting block 17 has an inclined structure, the pull rod 19 is slidably connected to the sliding groove 16 and the limiting plate 15, the pressing plate 22 is slidably connected to the pressing groove 21, and the two ends of the spring 20 are tightly welded to the inner walls of the limiting block 17 and the sliding groove 16, respectively.
[0037] Specifically, it ensures that one end of the limiting block 17 can be inserted into the limiting hole 18, that the inner wall of the limiting groove 14 can squeeze the two limiting blocks 17 closer to each other, that the pull rod 19 can slide normally in the sliding groove 16 and the limiting plate 15, that the pressing plate 22 can slide normally in the pressing groove 21, and that the structure of the spring 20 is stable.
[0038] Example 6: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features: the insert 5 is inserted into the slot 4, the rectangular block 12 is inserted into the groove 13, and the limiting plate 15 is inserted into the limiting groove 14.
[0039] Specifically, it ensures that the insert 5 can be inserted into the slot 4, that the rectangular block 12 can be inserted into the groove 13, and that the limiting plate 15 can be inserted into the limiting groove 14.
[0040] Example 7: This embodiment provides a modular earthquake-resistant alloy wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features: the periphery of the insert 5 is in close contact with the buffer pad 6.
[0041] Among them, it is ensured that the buffer pad 6 can effectively buffer the insert block 5.
[0042] Working principle: During installation, the operator inserts the insert block 5 on alloy wall panel 1 into the slot 4 on another alloy wall panel 1. When the insert block 5 is fully inserted into the slot 4, the operator rotates the rotating block 8 until the rubber pad 9 on the rotating block 8 abuts against the top of the insert block 5. Then, the operator rotates the hex bolt 10, and the threaded action allows the hex bolt 10 to be screwed into the alloy wall panel 1, thereby limiting the position of the insert block 5. Through the above operation, multiple alloy wall panels 1 can be horizontally spliced. When multiple alloy wall panels 1 need to be vertically spliced, the operator can remove the limiting plate 15 from the groove 13 of another alloy wall panel 1, then place the groove 13 of the other alloy wall panel 1 onto the rectangular block 12 of the bottom alloy wall panel 1. Afterward, the limiting plate 15 is inserted back into the groove 13, at which point the limiting plate 15 will insert into the limiting groove 14. The inner wall of the limiting groove 14 will press the two limiting blocks 17 closer together. The movement of the limiting blocks 17 will compress the spring 20, causing it to contract. Until one end of the limiting block 17 enters the sliding groove 16, and the limiting plate 15 is fully inserted into the limiting groove 14, at this time, under the action of the rebound force of the two springs 20, the two springs 20 will squeeze the two limiting blocks 17 respectively to move until one end of the limiting block 17 is inserted into the corresponding limiting hole 18, thereby fixing the limiting plate 15. The limiting plate 15 can limit the rectangular block 12, thereby vertically splicing multiple alloy wall panels 1, which can realize the rapid alignment and assembly of multiple alloy wall panels 1 without relying on multiple sets of bolts for sequential fixing or complex welding processes, greatly reducing the requirements for the operator's skill level. In large-scale building construction scenarios, it can significantly shorten the construction cycle and reduce labor input costs. At the same time, it can be disassembled and reused to realize the non-destructive disassembly of the wall panels. In subsequent building maintenance, functional transformation or wall recycling, the wall panels can be directly disassembled and reassembled to avoid damaging the original connection structure and reduce material consumption and costs throughout the building's life cycle. Meanwhile, the buffer pads 6 added between the multiple alloy wall panels 1 can effectively absorb the energy generated by earthquakes, seismic loads or external impacts, and prevent the vibration from being directly transmitted to the connection parts of the alloy wall panels 1. Compared with traditional rigid connections, the buffer structure can reduce the stress concentration at the connection parts, reduce the risk of failures such as loose bolts and cracked welds, and improve the overall stability of the wall. While absorbing energy, the buffer pads 6 can also adapt to the small deformations of the wall panels caused by temperature changes and loads, and prevent the wall from cracking or being damaged as a whole due to the accumulation of deformation stress. This significantly reduces the damage to the building structure caused by disasters such as earthquakes and ensures the safety of people and property.
[0043] The embodiments of this application have been described above with reference to the accompanying drawings. Unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other. This application is not limited to the specific embodiments described above. The specific embodiments described above are merely illustrative and not restrictive. Those skilled in the art can make many other forms under the guidance of this application without departing from the spirit and scope of the claims, and all of these forms are within the protection scope of this application.
Claims
1. A modular earthquake-resistant alloy wall, characterized in that, include: Alloy wall panel (1), the alloy wall panel (1) has a cavity (2) inside, a reinforcing rib (3) is fixedly installed in the cavity (2), a slot (4) is opened on one side of the alloy wall panel (1), a buffer pad (6) is fixedly installed on the inner wall of the slot (4), and a plug (5) is fixedly installed on the other side of the alloy wall panel (1). A limiting component is located inside the alloy wall panel (1) and is used to limit the insertion block (5); A rectangular block (12) is fixedly installed on the top of the alloy wall panel (1). A limiting groove (14) is opened in the rectangular block (12). A groove (13) is opened at the bottom of the alloy wall panel (1). A limiting plate (15) is inserted into the groove (13). A fixing component is located within the limiting plate (15) and is used to limit the limiting plate (15).
2. The modular earthquake-resistant alloy wall according to claim 1, characterized in that, The limiting component includes: Rotating groove (7), the rotating groove (7) is opened on the alloy wall panel (1) and located at the top of the slot (4), a rotating block (8) is rotatably installed in the rotating groove (7), a rubber pad (9) is fixedly installed on the rotating block (8), an internal hex bolt (10) is threaded on one side of the rotating block (8), one end of the internal hex bolt (10) extends into the alloy wall panel (1), and a slot (11) is opened at the top of the insert (5).
3. A modular earthquake-resistant alloy wall according to claim 2, characterized in that, One end of the internal hex bolt (10) is threaded to the alloy wall panel (1), and the rotating block (8) is engaged with the slot (11).
4. A modular earthquake-resistant alloy wall according to claim 1, characterized in that, The fixing component includes: Two sliding grooves (16) are symmetrically opened in the limiting plate (15). A limiting block (17) is slidably installed in the sliding groove (16). One end of the limiting block (17) passes through one side of the sliding groove (16) and extends into the groove (13). A pull rod (19) is fixedly installed at the other end of the limiting block (17) and in the sliding groove (16). A spring (20) is sleeved on the pull rod (19) and in the sliding groove (16). A pressing groove (21) is opened in the limiting plate (15) between the two sliding grooves (16). One end of each of the two pull rods (19) extends into the pressing groove (21) and is fixedly installed with a pressing plate (22). Limiting holes (18) are opened at both ends of the rectangular block (12).
5. A modular earthquake-resistant alloy wall according to claim 4, characterized in that, One end of the limiting block (17) is inserted into the limiting hole (18), and one end of the limiting block (17) is inclined. The pull rod (19) is slidably connected to the sliding groove (16) and the limiting plate (15). The pressing plate (22) is slidably connected to the pressing groove (21). The two ends of the spring (20) are tightly welded to the inner walls of the limiting block (17) and the sliding groove (16), respectively.
6. A modular earthquake-resistant alloy wall according to claim 1, characterized in that, The insert (5) is inserted into the slot (4), the rectangular block (12) is inserted into the groove (13), and the limiting plate (15) is inserted into the limiting groove (14).
7. A modular earthquake-resistant alloy wall according to claim 1, characterized in that, The periphery of the insert (5) is in close contact with the buffer pad (6).