Anti-seismic fiber concrete wall

Abstract

The utility model relates to the field of wall structures, and discloses an anti-seismic fiber concrete wall which comprises a wall body, an anti-seismic structure is arranged on the surface of the wall body, the anti-seismic structure comprises reinforcing steel bar blocks, inserting grooves are formed in the surface of the wall body, positioning grooves are formed in the surface of the wall body, reinforcing steel bar positioning blocks are fixedly connected to the surface of the wall body, and the reinforcing steel bar positioning blocks are fixedly connected to the surface of the wall body. A tensile assembly is arranged on the surface of the wall body, a positioning assembly is arranged on the surface of the wall body, the outer walls of the reinforcing steel bar blocks are matched with the inner walls of the inserting grooves, the tensile assembly comprises fillets, mounting nails are fixedly connected to the interiors of the positioning grooves, and fixing plates are fixedly connected to the outer walls of the mounting nails. The outer wall of the fixing plate is fixedly connected with a rubber pad, the positioning assembly comprises a through groove, and a sliding rod is arranged in the through groove. According to the utility model, the anti-seismic structure is arranged, so that the stability and reliability of the whole wall body are improved.

Description

Technical Field

[0001] The utility model relates to the field of wall structures, and particularly relates to an earthquake-resistant fiber concrete wall. Background Art

[0002] An earthquake-resistant fiber concrete wall is a building material with good earthquake-resistant performance, mainly used to improve the safety of buildings in natural disasters such as earthquakes. By adding fibers to the concrete, the ductility and toughness of the wall can be significantly improved, thereby enhancing its earthquake-resistant performance. The addition of fibers can reduce the crack propagation of the concrete during the stress process and improve the overall stability of the wall. The fiber concrete wall shows good bearing capacity and ductility deformation characteristics under low-cycle repeated loading.

[0003] After retrieval, the Chinese patent publication number: CN219411378U discloses a steel fiber concrete wall, which is provided with four groups of steel bar bundles to facilitate the connection and fixation of the wall structure and the support structure column through the steel bar bundles, and is provided with two positioning blocks to facilitate positioning during the installation of the wall structure.

[0004] In the above technical solution, positioning is provided through the steel bar bundles and the positioning blocks during the installation of the wall. However, after the walls are positioned and spliced through the two, when the wall is shaken, the steel bar bundles will be subjected to a pulling force, resulting in the risk of deformation or damage due to the inability to distribute the force when the shaking intensity is large. Therefore, an earthquake-resistant fiber concrete wall is proposed to solve the above problems. Summary of the Utility Model

[0005] In order to make up for the above deficiencies, the utility model provides an earthquake-resistant fiber concrete wall, aiming to improve the problem that the existing earthquake-resistant fiber concrete wall lacks the ability to distribute the seismic force when the wall is shaken, resulting in deformation and damage of the positioning components.

[0006] In order to achieve the above purpose, the utility model adopts the following technical scheme: an earthquake-resistant fiber concrete wall, including a wall, an earthquake-resistant structure is arranged on the surface of the wall, the earthquake-resistant structure includes a steel bar block, a slot is opened on the surface of the wall, a positioning groove is opened on the surface of the wall, a steel bar positioning block is fixedly connected to the surface of the wall, a tensile component is arranged on the surface of the wall, and a positioning component is arranged on the surface of the wall.

[0007] As a further description of the above technical solution:

[0008] A cavity is opened inside the wall, a heat insulation layer is fixedly connected to the inner wall of the cavity, a partition board is fixedly connected to the outer wall of the heat insulation layer, a pouring port is opened on the surface of the wall, and a concrete block is arranged inside the pouring port.

[0009] As a further description of the above technical solution:

[0010] The outer wall of the steel bar block is adapted to the inner wall of the slot.

[0011] As a further description of the above technical solution:

[0012] The tensile component includes a rounded corner. An installation nail is fixedly connected inside the positioning groove. A fixing plate is fixedly connected to the outer wall of the installation nail. A rubber pad is fixedly connected to the outer wall of the fixing plate.

[0013] As a further description of the above technical solution:

[0014] The positioning component includes a through groove. A sliding rod is arranged inside the through groove. A plug board is fixedly connected to the outer wall of the sliding rod. An elastic member is sleeved on the outer wall of the plug board. A tensile prevention groove is formed on the surface of the steel bar positioning block.

[0015] As a further description of the above technical solution:

[0016] The rounded corner is formed on the side of the steel bar positioning block away from the wall body. The rubber pad is arranged in an L shape.

[0017] As a further description of the above technical solution:

[0018] The through groove is formed on the inner wall of the wall body. The outer wall of the plug board is adapted to the inner wall of the tensile prevention groove.

[0019] As a further description of the above technical solution:

[0020] The inner wall of the pouring port is adapted to the outer wall of the concrete block.

[0021] The utility model has the following beneficial effects:

[0022] 1. In the utility model, by arranging the steel bar block, the slot, the steel bar positioning block, the positioning groove, and the rubber pad, the gap inside the positioning groove is filled. The cooperation of the sliding rod and the plug rod enables it to be embedded into the tensile prevention groove after being stressed, so that the steel bar positioning block can share the large pressure borne by the steel bar block when the wall body vibrates, avoiding excessive stress at a certain point of the steel bar block, thereby reducing the risk of fatigue and fracture of the steel bar block and improving the overall stability and reliability of the wall body.

[0023] 2. In the utility model, by providing a cavity and an insulating layer, the wall body can have an insulating function. The partition separates the insulating layer from a part of the cavity area. The cooperation of the pouring port and the concrete block facilitates the pouring of the wall body after it is transported to the designated area, ensuring better stability of the wall body before pouring and reducing deformation or damage during the construction process. Description of the Drawings

[0024] Figure 1 Side view schematic diagram of the main structure of an earthquake-resistant fiber concrete wall proposed by the present utility model;

[0025] Figure 2 Partial sectional view schematic diagram of the main structure of an earthquake-resistant fiber concrete wall proposed by the present utility model;

[0026] Figure 3 An earthquake-resistant fiber concrete wall proposed by the present utility model Figure 2 Enlarged schematic diagram of area A;

[0027] Figure 4 Top sectional view schematic diagram of the main structure of an earthquake-resistant fiber concrete wall proposed by the present utility model;

[0028] Figure 5 An earthquake-resistant fiber concrete wall proposed by the present utility model Figure 4 Enlarged schematic diagram of area B.

[0029] Legend:

[0030] 1. Wall; 2. Steel bar block; 3. Slot; 4. Positioning groove; 5. Steel bar positioning block; 6. Rounded corner; 7. Rubber pad; 8. Fixed plate; 9. Installation nail; 10. Through groove; 11. Slide bar; 12. Insert plate; 13. Elastic member; 14. Anti-tension groove; 15. Cavity; 16. Heat insulation layer; 17. Partition board; 18. Pouring port; 19. Concrete block. Specific implementation manners

[0031] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0032] Refer to Figures 1 - 3 , an embodiment provided by the present utility model: an earthquake-resistant fiber concrete wall, including a wall 1, an earthquake-resistant structure is arranged on the surface of the wall 1, the earthquake-resistant structure includes steel bar blocks 2, there are two groups of steel bar blocks 2, and the two groups of steel bar blocks 2 are symmetrically arranged with the central axis of the wall 1 as the symmetry axis, slots 3 are opened on the surface of the wall 1, positioning grooves 4 are opened on the surface of the wall 1, the positioning grooves 4 are opened on the side of the wall 1 away from the steel bar blocks 2, and the number of the positioning grooves 4 is the same as that of the steel bar blocks 2, a steel bar positioning block 5 is fixedly connected to the surface of the wall 1, a tensile component is arranged on the surface of the wall 1, and a positioning component is arranged on the surface of the wall 1.

[0033] Refer toFigures 3 - 5 , the tensile component includes a rounded corner 6 at the upper and lower ends of the steel bar positioning block 5. An installation nail 9 is fixedly connected inside the positioning groove 4. An outer wall of the installation nail 9 is fixedly connected with a fixing plate 8. The cooperation between the installation nail 9 and the fixing plate 8 can fix the right-angle position of the rubber pad 7. An outer wall of the fixing plate 8 is fixedly connected with the rubber pad 7. The right-angle position of the rubber pad 7 facilitates the fitting of the steel bar positioning block 5. The positioning component includes a through groove 10 that communicates the insertion slot 3 and the positioning groove 4. A sliding rod 11 is arranged inside the through groove 10. An outer wall of the sliding rod 11 is fixedly connected with an insertion plate 12. An elastic member 13 is sleeved on the outer wall of the insertion plate 12. A tensile prevention groove 14 is formed on the surface of the steel bar positioning block 5. The rounded corner 6 is opened on the side of the steel bar positioning block 5 away from the wall 1. The rubber pad 7 is arranged in an L shape. After the right angle of the rubber pad 7 is squeezed, its two ends will be deformed by the force. The through groove 10 is opened on the inner wall of the wall 1. The outer wall of the insertion plate 12 is adapted to the inner wall of the tensile prevention groove 14.

[0034] Refer to Figure 1 and Figure 5 , a cavity 15 is formed inside the wall 1. A heat insulation layer 16 is fixedly connected to the inner wall of the cavity 15. A partition plate 17 is fixedly connected to the outer wall of the heat insulation layer 16. A pouring port 18 is formed on the surface of the wall 1. The pouring port 18 facilitates the later pouring of concrete after the wall 1 is transported to the designated area. A concrete block 19 is arranged inside the pouring port 18. The concrete block 19 can close the pouring port 18 after pouring. The concrete block 19 and the concrete pouring liquid are coagulated into one body. The inner wall of the pouring port 18 is adapted to the outer wall of the concrete block 19.

[0035] Working principle: When the walls 1 are spliced, the steel bar block 2 is inserted into the insertion slot 3, and the steel bar positioning block 5 is inserted into the positioning groove 4 to position the two connected walls 1. When the steel bar positioning block 5 is inserted into the positioning groove 4, the rounded corner 6 can squeeze the right-angle position of the rubber pad 7. Due to the elastic material property of the rubber pad 7, the rubber pad 7 can fit with the steel bar positioning block 5. At the same time, after the two ends of the rubber pad 7 are subjected to the squeezing force, they can extend towards the inside of the positioning groove 4 to a certain extent. The rubber pad 7 provides limits to the upper and lower ends of the steel bar positioning block 5, making it stably located inside the positioning groove 4. At the same time, when the steel bar block 2 enters the insertion slot 3, it squeezes the sliding rod 11, and the elastic member 13 is stretched until the insertion plate 12 is inserted into the tensile prevention groove 14. Thus, the walls 1 are inserted and positioned through the insertion of the steel bar block 2 into the insertion slot 3. The insertion of the steel bar positioning block 5 into the positioning groove 4 can increase the connection strength between the walls 1 and share the pressure borne by the steel bar block 2 when the wall 1 vibrates, further reducing the damage to the steel bar block 2 caused by the large vibration intensity.

[0036] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiments or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims

1. An earthquake-resistant fiber concrete wall, comprising a wall (1), characterized in that: An earthquake-resistant structure is provided on the surface of the wall (1). The earthquake-resistant structure includes steel bar blocks (2). Slots (3) are formed on the surface of the wall (1), positioning grooves (4) are formed on the surface of the wall (1), a steel bar positioning block (5) is fixedly connected to the surface of the wall (1), a tensile component is arranged on the surface of the wall (1), and a positioning component is arranged on the surface of the wall (1).

2. The aseismic fiber concrete wall according to claim 1, wherein: A cavity (15) is formed inside the wall (1). A heat insulation layer (16) is fixedly connected to the inner wall of the cavity (15), a partition plate (17) is fixedly connected to the outer wall of the heat insulation layer (16), a pouring port (18) is formed on the surface of the wall (1), and a concrete block (19) is arranged inside the pouring port (18).

3. The seismic fiber concrete wall according to claim 1, wherein: The outer wall of the steel bar block (2) is adapted to the inner wall of the slot (3).

4. The seismic fiber concrete wall according to claim 1, wherein: The tensile component includes a rounded corner (6). A mounting nail (9) is fixedly connected to the inside of the positioning groove (4). A fixing plate (8) is fixedly connected to the outer wall of the mounting nail (9), and a rubber pad (7) is fixedly connected to the outer wall of the fixing plate (8).

5. The aseismic fiber concrete wall according to claim 1, characterized in that: The positioning component includes a through groove (10). A sliding rod (11) is arranged inside the through groove (10). A plug board (12) is fixedly connected to the outer wall of the sliding rod (11). An elastic member (13) is sleeved on the outer wall of the plug board (12), and a tensile prevention groove (14) is formed on the surface of the steel bar positioning block (5).

6. The aseismic fiber concrete wall according to claim 4, characterized in that: The rounded corner (6) is formed on one side of the steel bar positioning block (5) away from the wall (1), and the rubber pad (7) is arranged in an L shape.

7. An earthquake-resistant fiber concrete wall according to claim 5, characterized in that: The through groove (10) is formed on the inner wall of the wall (1), and the outer wall of the plug board (12) is adapted to the inner wall of the tensile prevention groove (14).

8. The seismic fiber concrete wall according to claim 2, characterized in that: The inner wall of the pouring port (18) is adapted to the outer wall of the concrete block (19).

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