Building anti-seismic supporting structure

Abstract

The utility model discloses a building anti-seismic supporting structure, which relates to the technical field of building anti-seismic, and comprises a bottom plate and a spring damping rod, the upper end of the bottom plate is provided with a supporting batter post, the front end of the supporting batter post is provided with a connecting plate, the inner side of the connecting plate is provided with a supporting block, and the outer part of the supporting block is provided with a limiting frame; a first supporting plate is installed at the rear end of the limiting frame, a spring damping rod is installed in the limiting frame, a limiting through groove is formed in the middle end of the outer portion of the limiting frame, second supporting plates are distributed on the outer portion of the first supporting plate, and a butt joint assembly is arranged on the outer portion of each second supporting plate. According to the anti-seismic supporting structure for the building, through the arrangement of the spring damping rods, the problem that the overall stability of the supporting structure is prone to being affected in the using process due to the fact that anti-seismic assemblies of most supporting structures do not have limiting structures is solved, and the overall practicability of the supporting structure is conveniently improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building earthquake resistance, in particular to a building earthquake resistance supporting structure. Background Art

[0002] Buildings refer to man-made assets, which belong to the category of fixed assets, including houses and structures. The supporting structure is to ensure the safety of underground structure construction and the surrounding environment of the foundation pit, and to adopt the support, reinforcement and protection measures for the side walls and the surrounding environment. Due to the rapid development of high-rise buildings in cities, underground parking lots, high-rise building burial depth, civil defense and other needs, high-rise buildings need to build a certain basement. In order to improve the earthquake resistance of buildings, a supporting structure is needed, but the existing supporting structure still has the following shortcomings:

[0003] For example, the utility model with application number 202220364904.2 discloses a seismic support structure for a building. The utility model solves the problem that the existing seismic support structure for a building is not convenient for laterally adjusting the position of the support structure during use, thereby affecting the reinforcement effect of the support structure. In addition, due to its single structure and lack of alarm function, when the inner wall of the foundation pit undergoes a large displacement or vibration, the user cannot be promptly alarmed, thereby reducing the applicability of the support structure. However, similar to the comparative documents of the above-mentioned application, when the existing support structure is used, since most of the seismic components of the support structure do not have a limiting structure, the overall stability of the support structure is easily affected during use, resulting in a decrease in the practicality of the support structure and a decrease in its use efficiency.

[0004] Therefore, in view of this, the existing structure and defects are studied and improved, and a building seismic support structure is proposed. Utility Model Content

[0005] The purpose of the utility model is to provide a building earthquake-resistant supporting structure to solve the problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a building seismic support structure, including a base plate and a spring damping rod, a supporting inclined column is installed at the upper end of the base plate, a connecting plate is installed at the front end of the supporting inclined column, and a supporting block is installed on the inner side of the connecting plate, and a limiting frame is arranged outside the supporting block, a first supporting plate is installed at the rear end of the limiting frame, a spring damping rod is installed inside the limiting frame, and a limiting through groove is opened at the middle end of the outer side of the limiting frame, a second supporting plate is distributed outside the first supporting plate, and a docking assembly is arranged outside the second supporting plate.

[0007] Furthermore, the outer side of the connecting plate is flush with the outer side of the supporting block, and the connecting plate is threadedly connected to the supporting block.

[0008] Furthermore, the outer dimensions of the support block match the inner dimensions of the limiting through slot, and the support block is connected to the limiting frame via the limiting through slot.

[0009] Furthermore, the support block is embeddedly connected to the limit frame, and the support block is elastically connected to the limit frame via a spring damping rod.

[0010] Furthermore, the docking assembly includes a docking groove, a first mounting through hole, a mounting bolt and a docking block, the docking groove is provided with a first mounting through hole, the first mounting through hole is connected with a mounting bolt, and the docking groove is connected with a docking block.

[0011] Furthermore, the docking assembly also includes a second docking through hole, a clamping groove and a clamping block, and the second docking through hole is opened inside the docking block, and a clamping groove is opened on the left side of the bottom plate, and the clamping groove is connected to the clamping block.

[0012] Furthermore, the inner dimensions of the docking groove match the outer dimensions of the docking block, and the docking block is connected to the first support plate through the docking groove.

[0013] Furthermore, the inner dimensions of the clamping slot match the outer dimensions of the clamping block, and the clamping block and the clamping slot are embedded in each other.

[0014] The utility model provides a building earthquake-resistant support structure, which has the following beneficial effects:

[0015] 1. The utility model can avoid the problem that the seismic components of most supporting structures do not have a limiting structure when the building seismic supporting structure is used, which makes the overall stability of the supporting structure easily affected during use, resulting in the problem of reduced practicality of the supporting structure. The limiting frame is fixedly installed on the outside of the first supporting plate by fasteners, and the spring damping rod is fixedly installed on the inside of the limiting frame with the help of fasteners, and the supporting block is connected to the front end of the spring damping rod. At the same time, the external size of the supporting block matches the internal size of the limiting through groove opened at the middle end of the outer side of the limiting frame, so that the supporting block is elastically connected to the limiting frame through the spring damping rod, and the connecting plate is fixedly installed on the outside of the supporting block. The connecting plate is elastically connected to the first supporting plate through the setting of the limiting frame and the spring damping rod, so that the spring damping rod is used for shock absorption and buffering after the first supporting plate is installed on the wall, so that the building has a certain seismic resistance and improves the safety of the surrounding environment.

[0016] 2. The utility model can avoid the situation that most supporting structures are inconvenient to install and splice during use, which makes the installation and docking process of the supporting structure time-consuming and labor-intensive, and increases the labor intensity, resulting in reduced use efficiency of the supporting structure, by setting the docking assembly when the building anti-seismic supporting structure is used. A docking groove is provided on the left side of the first supporting plate, and a first installation through hole is provided inside the docking groove. At the same time, the internal size of the first installation through hole matches the external size of the installation bolt, and the internal size of the docking groove matches the external size of the docking block added on the right side of the second supporting plate, so that the docking block is installed into the second supporting plate through the docking groove, and the docking The inner size of the second docking through hole opened inside the block also matches the outer size of the mounting bolt. The mounting bolt is passed through the first mounting through hole and then through the second docking through hole again, so that the docking block is limitedly installed inside the docking groove, thereby fixing the first support plate and the second support plate in connection, thereby increasing the stability of the support structure during docking. The inner size of the clamping groove opened on the left side of the support block matches the outer size of the clamping block added on the right side, thereby increasing the convenience of the docking process through the clamping groove and the clamping block during the docking installation of the support structure, further avoiding positional deviation during the installation of the support structure, and improving the use efficiency of the support structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a three-dimensional structural schematic diagram of a building earthquake-resistant supporting structure of the utility model;

[0018] Figure 2 This is a three-dimensional rear view structural schematic diagram of a first supporting plate of a building earthquake-resistant supporting structure of the utility model;

[0019] Figure 3 The utility model is a schematic diagram of the internal cross-sectional structure of a limit frame of a building earthquake-resistant supporting structure.

[0020] In the figure: 1, bottom plate; 2, supporting inclined column; 3, connecting plate; 4, supporting block; 5, limiting frame; 6, first supporting plate; 7, spring damping rod; 8, limiting through groove; 9, second supporting plate; 10, docking assembly; 1001, docking groove; 1002, first mounting through hole; 1003, mounting bolt; 1004, docking block; 1005, second docking through hole; 1006, clamping groove; 1007, clamping block. DETAILED DESCRIPTION

[0021] The following is a further detailed description of the implementation of the present utility model in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present utility model, but cannot be used to limit the scope of the present utility model.

[0022] like Figures 1 to 3As shown, a building seismic support structure includes a base plate 1 and a spring damping rod 7, a supporting inclined column 2 is installed on the upper end of the base plate 1, and a connecting plate 3 is installed on the front end of the supporting inclined column 2, and a supporting block 4 is installed on the inner side of the connecting plate 3, and a limiting frame 5 is arranged outside the supporting block 4, a first supporting plate 6 is installed at the rear end of the limiting frame 5, and a spring damping rod 7 is installed inside the limiting frame 5, and a limiting through groove 8 is provided at the middle end of the outer side of the limiting frame 5, a second supporting plate 9 is distributed outside the first supporting plate 6, the outer side of the connecting plate 3 is flush with the outer side of the supporting block 4, and the connecting plate 3 is threadedly connected to the supporting block 4, the outer size of the supporting block 4 matches the inner size of the limiting through groove 8, and the supporting block 4 is connected to the limiting frame 5 through the limiting through groove 8, the supporting block 4 is embedded in the limiting frame 5, and the supporting block The spring damping rod 7 is elastically connected to the limit frame 5, the limit frame 5 is fixedly installed on the outside of the first support plate 6 by fasteners, and the spring damping rod 7 is fixedly installed on the inside of the limit frame 5 with the fasteners, and the support block 4 is connected to the front end of the spring damping rod 7, and the outer size of the support block 4 matches the inner size of the limit slot 8 opened at the middle end of the outer side of the limit frame 5, so that the support block 4 is elastically connected to the limit frame 5 through the spring damping rod 7, and the connecting plate 3 is fixedly installed on the outside of the support block 4. The connection plate 3 is elastically connected to the first support plate 6 by the setting of the limit frame 5 and the spring damping rod 7, so that after the first support plate 6 is installed on the wall, the spring damping rod 7 is used for shock absorption and buffering, so that the building has a certain earthquake resistance and improves the safety of the surrounding environment.

[0023] like Figures 1 to 3As shown, a docking assembly 10 is arranged outside the second support plate 9, and the docking assembly 10 includes a docking groove 1001, a first mounting through hole 1002, a mounting bolt 1003 and a docking block 1004. The first mounting through hole 1002 is opened inside the docking groove 1001, and the mounting bolt 1003 is connected inside the first mounting through hole 1002. The docking groove 1001 is connected to the docking block 1004. The docking assembly 10 also includes a second docking through hole 1005, a clamping groove 1006 and a clamping block 1007, and the docking block 1004 is opened inside the second docking through hole 1005. Hole 1005, a card slot 1006 is provided on the left side of the bottom plate 1, and a card block 1007 is connected inside the card slot 1006, the inner size of the docking slot 1001 matches the outer size of the docking block 1004, and the docking block 1004 is connected to the first support plate 6 through the docking slot 1001, the inner size of the card slot 1006 matches the outer size of the card block 1007, and the card block 1007 is embedded in the card slot 1006, a docking slot 1001 is provided on the left side of the first support plate 6, and a first mounting through hole is provided inside the docking slot 1001 1002, and at the same time, the inner size of the first mounting through hole 1002 matches the outer size of the mounting bolt 1003, and the inner size of the docking groove 1001 matches the outer size of the docking block 1004 added on the right side of the second support plate 9, so that the docking block 1004 is installed into the second support plate 9 through the docking groove 1001, and the inner size of the second docking through hole 1005 opened in the docking block 1004 matches the outer size of the mounting bolt 1003, and the mounting bolt 1003 passes through the first mounting through hole 1002 and then passes through the second docking through hole again. 1005, thereby limiting the installation of the docking block 1004 inside the docking groove 1001, thereby fixing the first support plate 6 and the second support plate 9 in connection, thereby increasing the stability of the support structure during docking. The internal dimensions of the snap-in groove 1006 on the left side of the support block 4 match the external dimensions of the snap-in block 1007 added on the right side thereof, thereby increasing the convenience of the docking process through the snap-in groove 1006 cooperating with the snap-in block 1007 during the docking installation of the support structure, further avoiding positional deviation during the installation of the support structure, and improving the use efficiency of the support structure.

[0024] In summary, when the building seismic support structure is used, the support inclined column 2 is first fixedly installed on the upper end of the base plate 1 by fastening bolts, and the front end of the support inclined column 2 is fixedly installed with the connecting plate 3 by fasteners. After the base plate 1 is fixed to the ground, the connecting plate 3 is supported by the support inclined column 2, and the limit frame 5 is fixedly installed on the outside of the first support plate 6 by fasteners, and the spring damping rod 7 is fixedly installed inside the limit frame 5 by fasteners, and the support block 4 is connected to the front end of the spring damping rod 7, and the outer size of the support block 4 is the same as that of the first support plate 6. The inner size of the limit slot 8 provided at the middle end of the outer side of the limit frame 5 matches, so that the support block 4 is elastically connected to the limit frame 5 through the spring damping rod 7, and the connecting plate 3 is fixedly installed on the outer side of the support block 4. The connection plate 3 is elastically connected to the first support plate 6 through the setting of the limit frame 5 and the spring damping rod 7. Then, a docking groove 1001 is provided on the left side of the first support plate 6, and a first mounting through hole 1002 is provided inside the docking groove 1001. At the same time, the inner size of the first mounting through hole 1002 matches the mounting bolt 100 3, and the internal size of the docking groove 1001 matches the external size of the docking block 1004 added on the right side of the second support plate 9, so that the docking block 1004 is installed in the second support plate 9 through the docking groove 1001, and the internal size of the second docking through hole 1005 opened in the docking block 1004 matches the external size of the mounting bolt 1003. The mounting bolt 1003 passes through the first mounting through hole 1002 and then passes through the second docking through hole 1005 again, so that the docking block 1004 is limitedly installed in the docking groove 1001, thereby making the first support plate 6 and the second support plate 9 fixedly connected, increasing the stability of the supporting structure during docking, and the internal size of the clamping groove 1006 opened on the left side of the support block 4 matches the external size of the clamping block 1007 added on the right side, so that during the docking installation of the supporting structure, the clamping groove 1006 cooperates with the clamping block 1007 to increase the convenience of the docking process, further avoid the position deviation of the supporting structure during installation and docking, and improve the use efficiency of the supporting structure.

[0025] The embodiments of the present invention are provided for the purpose of illustration and description, and are not intended to be exhaustive or to limit the present invention to the disclosed forms. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments are selected and described to better illustrate the principles and practical applications of the present invention, and to enable those of ordinary skill in the art to understand the present invention and thereby design various embodiments with various modifications suitable for specific uses.

Claims

1. A building seismic support structure, comprising a base plate (1) and a spring damping rod (7), characterized in that: The upper end of the base plate (1) is equipped with a supporting inclined column (2), and the front end of the supporting inclined column (2) is equipped with a connecting plate (3), and a supporting block (4) is installed on the inner side of the connecting plate (3), and a limiting frame (5) is arranged outside the supporting block (4), and a first supporting plate (6) is installed at the rear end of the limiting frame (5), and a spring damping rod (7) is installed inside the limiting frame (5), and a limiting through groove (8) is arranged at the middle end of the outer side of the limiting frame (5), and a second supporting plate (9) is distributed outside the first supporting plate (6), and a docking assembly (10) is arranged outside the second supporting plate (9).

2. A building seismic support structure according to claim 1, characterized in that: The outer side of the connecting plate (3) is flush with the outer side of the supporting block (4), and the connecting plate (3) and the supporting block (4) are threadedly connected.

3. The building seismic support structure according to claim 1, characterized in that: The external dimensions of the support block (4) match the internal dimensions of the limiting through slot (8), and the support block (4) is connected to the limiting frame (5) via the limiting through slot (8).

4. The building seismic support structure according to claim 1, characterized in that: The support block (4) is embeddedly connected to the limit frame (5), and the support block (4) is elastically connected to the limit frame (5) via a spring damping rod (7).

5. The building seismic support structure according to claim 1, characterized in that: The docking assembly (10) comprises a docking groove (1001), a first mounting through hole (1002), a mounting bolt (1003) and a docking block (1004); the first mounting through hole (1002) is provided inside the docking groove (1001), the mounting bolt (1003) is connected inside the first mounting through hole (1002), and the docking block (1004) is connected inside the docking groove (1001).

6. A building seismic support structure according to claim 5, characterized in that: The docking assembly (10) further comprises a second docking through hole (1005), a clamping groove (1006) and a clamping block (1007), wherein the second docking through hole (1005) is provided inside the docking block (1004), the clamping groove (1006) is provided on the left side of the bottom plate (1), and the clamping groove (1006) is connected to the inside of the clamping block (1007).

7. The building seismic support structure according to claim 6, characterized in that: The internal dimensions of the docking groove (1001) match the external dimensions of the docking block (1004), and the docking block (1004) is connected to the first support plate (6) via the docking groove (1001).

8. The building seismic support structure according to claim 6, characterized in that: The inner dimensions of the clamping slot (1006) match the outer dimensions of the clamping block (1007), and the clamping block (1007) and the clamping slot (1006) are embeddedly connected.

Images