Anti-seismic building structure

Abstract

The invention discloses an anti-seismic building structure, and particularly relates to the technical field of anti-seismic building structures, the anti-seismic building structure comprises a base, a positioning anti-seismic assembly is arranged on the base, the positioning anti-seismic assembly comprises two side plates arranged on one side of the base, and the two side plates and the vertical section of the base are combined into a concave shape; the two side plates are fixedly connected with the base, and the top of each side plate is provided with a reinforcing L-shaped plate. Through corresponding cooperative use of all structures, the device is mounted on a foundation for limiting through a second positioning soil gathering plate and a first positioning soil gathering plate, displacement limiting of the device during an earthquake is avoided, and it is ensured that the device can be tightly connected with the foundation; and the elastic arc supporting pieces deform and extend, vibration borne by the stand columns is reduced, and the anti-seismic performance of the device is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of earthquake-resistant building structures, and more particularly to an earthquake-resistant building structure. Background Art

[0002] Building structure refers to a system composed of various components in a building that can withstand various effects. The so-called effects refer to various factors that can cause internal forces and deformations in the system, such as loads, earthquakes, temperature changes, and foundation settlement. The optimal configuration of the building structure can effectively improve the life of the building and its ability to withstand changes.

[0003] Among them, the patent with patent application number CN202321327025.3 discloses an earthquake-resistant building structure, which relates to the field of building structure technology, including base one and base two. An earthquake-resistant mechanism is arranged inside the base one, and the earthquake-resistant mechanism includes four connecting blocks one, four load-bearing blocks and sixteen connecting columns. The four connecting blocks one are fixedly connected to the outer surface of the base two.

[0004] When the structure is in use, the lead core base 2 can bear the gravity and horizontal force of the structure. The plastic deformation of the hysteresis damping produced by the lead core can also absorb energy and provide horizontal restoring force through the rubber. The lead core base 1 and the damper can improve the seismic effect of the device. However, when the structure is in use, it is not easy to ensure that the device is tightly connected to the foundation, resulting in unstable installation and reduced seismic performance. At the same time, the energy absorption of a single spring causes the elastic drive structure of the spring itself to reset and easily shake, affecting its seismic performance. Summary of the invention

[0005] In order to overcome the above-mentioned defects of the prior art, the present invention provides an earthquake-resistant building structure, aiming to solve the problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solution: an earthquake-resistant building structure comprises a base, on which a positioning earthquake-resistant component is arranged.

[0007] The positioning and anti-seismic assembly includes two side panels respectively arranged on one side of the base, and the two side panels are combined with the vertical cross-sectional shape of the base to form a concave shape. The two side panels are fixedly connected to the base, and a reinforcing L-plate is arranged on the top of each side panel. A limited position cavity is formed between the two reinforcing L-plates, and a column is arranged in the limited position cavity.

[0008] A docking plate is provided on one side of the bottom of the two side panels, the docking plate and the base are on the same horizontal plane, and a lower extension plate is provided at the bottom of each docking plate, a first positioning aggregate plate is provided at the bottom of multiple lower extension plates, and a second positioning aggregate plate is provided at the end of the docking plate, and a rib is provided at the bottom of the two reinforced L-plates, and each of the ribs extends to one side of the corresponding side plate, the ribs are detachably connected to the side plate by bolts, the vertical cross-section shape of the reinforced L-plate is set to be L-shaped, and a stop block is provided on the reinforced L-plate.

[0009] It can be seen that in the above technical solution, the device is installed on the foundation to limit the position through the second positioning soil-aggregate plate and the first positioning soil-aggregate plate, and the soil in the foundation can be gathered in each second positioning soil-aggregate plate. At the same time, it is basically limited again by the first positioning soil-aggregate plate to avoid the displacement of the device during an earthquake, thereby ensuring that the device can be tightly connected to the foundation.

[0010] Optionally, in a possible embodiment, an upper extending inclined plate is provided on one side of the two docking plates, and each of the upper extending inclined plates is extended and inclined upward and abuts against the bottom side of the side plate, a limiting slot is provided on the upper extending inclined plate, and a reinforced positioning strip is provided on the bottom side of the side plate, and the limiting slot matches the reinforced positioning strip.

[0011] It can be seen that in the above technical scheme, through the setting of the limit slot and the reinforced positioning strip, the limit slot and the reinforced positioning strip are clamped together to limit the docking plate, so that the lower extension plate, the first positioning aggregate plate and the second positioning aggregate plate can be fixed when installed at the bottom of the base and the side plate, which makes it easy for the lower extension plate, the first positioning aggregate plate and the second positioning aggregate plate to be tightly connected with the base and the side plate to ensure the seismic performance of the device.

[0012] Optionally, in a possible embodiment, a central cross plate is provided at the bottom of the inner cavity of the side plate, and reinforcing support plates are provided at both ends of the central cross plate, and the central cross plate and the reinforcing support plate are detachably connected to the side plates by bolts, and a plurality of clamping plates are provided on the two reinforcing support plates, and an installation cavity is formed between each adjacent two clamping plates, and a plurality of the clamping plates are arranged side by side on the corresponding reinforcing support plates, and a plurality of elastic arc support members are provided in the plurality of installation cavities, and the vertical cross-sectional shape of each of the elastic arc support members is set to an arc shape, a plurality of the elastic arc support members are stacked, and each adjacent two elastic arc support members are slidably connected, and the top of the elastic arc support member extends to the bottom of the column, a plurality of the elastic arc support members are penetrated by a sliding groove, and a sliding column is slid in each of the sliding grooves, and the sliding column is installed on the reinforcing support plate, and a constraint sleeve is provided on the outer side of the plurality of the elastic arc support members, and the constraint sleeve is slidably connected to the elastic arc support member.

[0013] It can be seen that in the above technical solution, the column is supported by each elastic arc support. When the column is squeezed on the elastic arc support, the elastic arc support is deformed and extended, and each elastic arc support is slidably connected, so that the weight of the column is evenly distributed to each elastic arc support. When the elastic arc support is extended, the vibration of the column can be reduced, thereby improving the seismic performance of the device. At the same time, through the arrangement of the sliding column and the sliding groove, it is easy to guide the displacement of each elastic arc support to ensure the stability of the elastic arc support during displacement, and the constraint sleeve makes it convenient to constrain each elastic arc support together, so that the elastic arc support can be deformed when subjected to force without dispersing, and the vibration that is easily received is transmitted and dissipated.

[0014] Technical effects and advantages of the present invention: 1. The present invention limits the position of the device installed on the foundation through the second positioning aggregate soil plate and the first positioning aggregate soil plate. The soil in the foundation can be gathered in each second positioning aggregate soil plate. At the same time, it is basically limited again by the first positioning aggregate soil plate to avoid the displacement of the device during an earthquake, ensuring that the device can be tightly connected to the foundation.

[0015] 2. The present invention is provided with a limit slot and a reinforced positioning strip, which are clamped together to limit the docking plate, so that the lower extension plate, the first positioning aggregate plate and the second positioning aggregate plate can be fixed when installed at the bottom of the base and the side plate, making it easy for the lower extension plate, the first positioning aggregate plate and the second positioning aggregate plate to be tightly connected with the base and the side plate, thereby ensuring the seismic performance of the device.

[0016] 3. The present invention supports the column through each elastic arc support. When the column is squeezed on the elastic arc support, the elastic arc support is deformed and extended, and each elastic arc support is slidably connected, so that the weight of the column is evenly distributed to each elastic arc support. When the elastic arc support is extended, the vibration of the column can be reduced, thereby improving the seismic performance of the device.

[0017] 4. The present invention facilitates guiding the displacement of each elastic arc support member by setting the slide column and the slide groove, thereby ensuring the stability of the elastic arc support member during displacement, and the restraining sleeve facilitates restraining the various elastic arc supports together, so that the elastic arc supports can deform when subjected to force without dispersing, and the vibration that is easily received can be transmitted and dissipated.

[0018] To sum up, the overall design is simple and the structure is reasonable. Through the corresponding coordination of various structures, the device is installed on the foundation to limit the position through the second positioning aggregate plate and the first positioning aggregate plate, and the soil in the foundation can be gathered in each second positioning aggregate plate. At the same time, it is basically limited again by the first positioning aggregate plate to avoid the displacement of the device during an earthquake, ensuring that the device can be tightly connected to the foundation. When the column is squeezed on the elastic arc support, the elastic arc support is deformed and extended to reduce the vibration of the column and improve the seismic performance of the device. The constraint sleeve facilitates the constraint of each elastic arc support together, so that the elastic arc support can be deformed when subjected to force without dispersing, and the vibration that is easily received is transmitted and dissipated, thereby ensuring the seismic performance of the device. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the technical solutions in the present disclosure, the following briefly introduces the drawings required to be used in some embodiments of the present disclosure. Obviously, the drawings described below are only drawings of some embodiments of the present disclosure. For ordinary technicians in this field, other drawings can also be obtained based on these drawings. In addition, the drawings described below can be regarded as schematic diagrams, and are not limitations on the actual size of the product involved in the embodiments of the present disclosure, the actual process of the method, the actual timing of the signal, etc.

[0020] Figure 1 It is the front view of the overall structure of the present invention.

[0021] Figure 2 It is a side view of the overall structure of the present invention.

[0022] Figure 3 The three-dimensional diagram of the reinforcing L-plate, column, retaining edge and stop block of the present invention.

[0023] Figure 4 It is a three-dimensional diagram of the base, side plates, docking plates, lower extension plates, first positioning polysoil plates and elastic arc supports of the present invention.

[0024] Figure 5 It is a stereoscopic diagram of the butt joint plate, the lower extension plate, the first positioning aggregate plate and the second positioning aggregate plate of the present invention.

[0025] Figure 6 It is a three-dimensional diagram of the base, side panels and elastic arc support of the present invention.

[0026] Figure 7 It is a three-dimensional diagram of the central cross plate, the reinforcing support plate, the clamping plate and the sliding column of the present invention.

[0027] The accompanying drawings are marked as follows: 1. base; 2. side plate; 3. reinforced L-plate; 4. column; 5. side guard; 6. docking plate; 7. lower extension plate; 8. first positioning soil-collecting plate; 9. second positioning soil-collecting plate; 10. upper extension inclined plate; 11. limit slot; 12. reinforced positioning strip; 13. center cross plate; 14. reinforced support plate; 15. clamping plate; 16. elastic arc support; 17. slide groove; 18. slide column; 19. restraint sleeve; 20. stop block. DETAILED DESCRIPTION

[0028] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0029] As attached Figure 1-5 The earthquake-resistant building structure shown in the figure can be used in conjunction with the corresponding structures through the positioning earthquake-resistant components set on the base 1. The device is installed on the foundation to limit the position through the second positioning aggregate plate 9 and the first positioning aggregate plate 8. The soil in the foundation can be gathered in each second positioning aggregate plate 9. At the same time, it is basically limited again through the first positioning aggregate plate 8 to avoid the displacement of the device during an earthquake, ensuring that the device can be tightly connected to the foundation. When the column 4 is squeezed on the elastic arc support 16, the elastic arc support 16 is deformed and extended to reduce the vibration of the column 4 and improve the earthquake resistance of the device. The constraint sleeve 19 is convenient for constraining the various elastic arc supports 16 together, so that the elastic arc support 16 can be deformed when subjected to force without dispersing, and the vibration that is easily received is transmitted and dissipated, ensuring the earthquake resistance of the device, and the specific structural arrangement of the component is as follows; The positioning and seismic-resistant assembly includes two side panels 2 respectively arranged on one side of the base 1, and the two side panels 2 are combined with the vertical cross-sectional shape of the base 1 to form a concave shape. The two side panels 2 are fixedly connected to the base 1, and a reinforcing L-plate 3 is arranged on the top of each side panel 2. A limited position cavity is formed between the two reinforcing L-plates 3, and a column 4 is arranged in the limited position cavity.

[0030] A docking plate 6 is provided on one side of the bottom of the two side panels 2, the docking plate 6 and the base 1 are on the same horizontal plane, and a lower extension plate 7 is provided at the bottom of each docking plate 6, and a first positioning aggregate plate 8 is provided at the bottom of multiple lower extension plates 7, and a second positioning aggregate plate 9 is provided at the end of the docking plate 6, and a rib 5 is provided at the bottom of the two reinforced L-plates 3, and each rib 5 extends to one side of the corresponding side panel 2, and the rib 5 is detachably connected to the side panel 2 by bolts, the vertical cross-sectional shape of the reinforced L-plate 3 is set to be L-shaped, and a stop block 20 is provided on the reinforced L-plate 3.

[0031] An upper extending inclined plate 10 is provided on one side of the two docking plates 6, and each upper extending inclined plate 10 is extended and inclined upward and abuts against the bottom side of the side plate 2. A limiting slot 11 is provided on the upper extending inclined plate 10, and a reinforced positioning strip 12 is provided on the bottom side of the side plate 2. The limiting slot 11 matches the reinforced positioning strip 12.

[0032] A central transverse plate 13 is provided at the bottom of the inner cavity of the side plate 2, and reinforcement support plates 14 are provided at both ends of the central transverse plate 13. The central transverse plate 13 and the reinforcement support plates 14 are detachably connected to the side plate 2 by bolts. A plurality of clamping plates 15 are provided on the two reinforcement support plates 14, and an installation cavity is formed between each adjacent two clamping plates 15. The plurality of clamping plates 15 are arranged side by side on the corresponding reinforcement support plates 14, and a plurality of elastic arc support members 16 are provided in the plurality of installation cavities, and each elastic arc support member 16 is provided in the plurality of installation cavities. The vertical cross-sectional shape of the member 16 is set to be arc-shaped, and multiple elastic arc support members 16 are stacked, and each adjacent two elastic arc support members 16 are slidably connected. The top of the elastic arc support member 16 extends to the bottom of the column 4. A slide groove 17 is opened through the multiple elastic arc support members 16, and a slide column 18 slides in each slide groove 17. The slide column 18 is installed on the reinforced support plate 14. The outer sides of the multiple elastic arc support members 16 are all provided with a constraint sleeve 19, and the constraint sleeve 19 is slidably connected to the elastic arc support member 16.

[0033] According to the above structure, when in use, the staff installs the device at the designated position. When in use, the device is installed on the foundation through the second positioning aggregate plate 9 and the first positioning aggregate plate 8 to limit the position. The soil in the foundation can be gathered in each second positioning aggregate plate 9. At the same time, it is basically limited again by the first positioning aggregate plate 8 to avoid displacement of the device during an earthquake, thereby ensuring that the device can be tightly connected to the foundation.

[0034] At the same time, the column 4 is supported by each elastic arc support 16. When the column 4 is squeezed on the elastic arc support 16, the elastic arc support 16 is deformed and extended, and each elastic arc support 16 is slidably connected, so that the weight of the column 4 is evenly distributed to each elastic arc support 16. When the elastic arc support 16 is extended, the vibration of the column 4 can be reduced, thereby improving the seismic performance of the device.

[0035] At the same time, through the arrangement of the sliding column 18 and the sliding groove 17, it is easy to guide the displacement of each elastic arc support 16 to ensure the stability of the elastic arc support 16 during displacement, and the restraining sleeve 19 facilitates the restraint of each elastic arc support 16 together, so that the elastic arc support 16 can be deformed when subjected to force without dispersing, and the vibration that is easily received can be transmitted and dissipated.

[0036] At the same time, through the setting of the limiting slot 11 and the reinforced positioning strip 12, the limiting slot 11 and the reinforced positioning strip 12 are clamped together to limit the docking plate 6, so that the lower extension plate 7, the first positioning aggregate plate 8 and the second positioning aggregate plate 9 are fixed when installed at the bottom of the base 1 and the side plate 2, which makes it easy for the lower extension plate 7, the first positioning aggregate plate 8 and the second positioning aggregate plate 9 to be tightly connected with the base 1 and the side plate 2 to ensure the seismic performance of the device.

[0037] Different from the prior art, the present application discloses an earthquake-resistant building structure. Through the corresponding coordinated use of various structures, the device is installed on the foundation to limit the position through the second positioning aggregate plate 9 and the first positioning aggregate plate 8. The soil in the foundation can be gathered in each second positioning aggregate plate 9, and at the same time, it is basically limited again by the first positioning aggregate plate 8 to avoid the displacement of the device during an earthquake, ensuring that the device can be tightly connected to the foundation. When the column 4 is squeezed on the elastic arc support 16, the elastic arc support 16 is deformed and extended to reduce the vibration of the column 4 and improve the earthquake resistance of the device. The constraint sleeve 19 facilitates the constraint of each elastic arc support 16 together, so that the elastic arc support 16 can be deformed when subjected to force without dispersing, and the vibration that is easily received is transmitted and dissipated, ensuring the earthquake resistance of the device.

[0038] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An earthquake-resistant building structure, comprising a base (1), characterized in that: The base (1) is provided with a positioning and anti-vibration component; The positioning and anti-seismic assembly comprises two side plates (2) respectively arranged on one side of the base (1), and the two side plates (2) are combined with the vertical cross-section shape of the base (1) to form a concave shape, the two side plates (2) are fixedly connected to the base (1), and a reinforcing L plate (3) is arranged on the top of each side plate (2), a limited position cavity is formed between the two reinforcing L plates (3), and a column (4) is arranged in the limited position cavity; A butt joint plate (6) is provided on one side of the bottom of the two side plates (2), the butt joint plate (6) and the base (1) are on the same horizontal plane, and a lower extension plate (7) is provided at the bottom of each butt joint plate (6), a first positioning soil-collecting plate (8) is provided at the bottom of a plurality of lower extension plates (7), and a second positioning soil-collecting plate (9) is provided at the end of the butt joint plate (6).

2. The earthquake-resistant building structure according to claim 1, characterized in that: The bottom of the two reinforced L-plates (3) is provided with a retaining edge (5), and each retaining edge (5) extends to one side of the corresponding side plate (2), and the retaining edge (5) is detachably connected to the side plate (2) by bolts.

3. The earthquake-resistant building structure according to claim 1, characterized in that: An upward inclined plate (10) is provided on one side of each of the two butting plates (6), and each of the upward inclined plates (10) is extended and inclined upward and abuts against one side of the bottom of the side plate (2).

4. The earthquake-resistant building structure according to claim 3, characterized in that: The upper extending inclined plate (10) is provided with a limit slot (11), and a reinforced positioning strip (12) is provided on one side of the bottom of the side plate (2), and the limit slot (11) matches the reinforced positioning strip (12).

5. The earthquake-resistant building structure according to claim 1, characterized in that: A central transverse plate (13) is provided at the bottom of the inner cavity of the side plate (2), and reinforcing support plates (14) are provided at both ends of the central transverse plate (13). The central transverse plate (13) and the reinforcing support plates (14) are detachably connected to the side plate (2) via bolts.

6. The earthquake-resistant building structure according to claim 5, characterized in that: A plurality of clamping plates (15) are arranged on each of the two reinforcing support plates (14), and an installation cavity is formed between each two adjacent clamping plates (15). The plurality of clamping plates (15) are arranged side by side on the corresponding reinforcing support plates (14).

7. The earthquake-resistant building structure according to claim 6, characterized in that: A plurality of elastic arc supports (16) are arranged in each of the plurality of installation cavities, and the vertical cross-section of each of the elastic arc supports (16) is arranged to be arc-shaped. The plurality of elastic arc supports (16) are arranged in a stacked manner, and each two adjacent elastic arc supports (16) are slidably connected, and the top of the elastic arc supports (16) extends to the bottom of the column (4).

8. The earthquake-resistant building structure according to claim 7, characterized in that: A plurality of the elastic arc supports (16) are each provided with a sliding groove (17) extending therethrough, and a sliding column (18) slides in each of the sliding grooves (17), wherein the sliding column (18) is mounted on the reinforcing support plate (14).

9. The earthquake-resistant building structure according to claim 7, characterized in that: A restraining sleeve (19) is sleeved on the outer sides of the plurality of elastic arc supports (16), and the restraining sleeve (19) is slidably connected to the elastic arc supports (16).

10. The earthquake-resistant building structure according to claim 1, characterized in that: The vertical cross-section of the reinforced L-plate (3) is set to be L-shaped, and a stopper (20) is provided on the reinforced L-plate (3).

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