CN210713318U

CN210713318U - Combined earthquake-resistant building structural component

Info

Publication number: CN210713318U
Application number: CN201920926581.XU
Authority: CN
Inventors: 肖双双
Original assignee: Guangzhou Xincheng Human Resources Service Co Ltd
Current assignee: Guangzhou Xincheng Human Resources Service Co Ltd
Priority date: 2019-06-19
Filing date: 2019-06-19
Publication date: 2020-06-09
Anticipated expiration: 2029-06-19

Abstract

The utility model discloses a combination antidetonation building structure subassembly, including last fixed baseplate, fixed rib, slip tenon spare, steel plectrum, slip track, go up slip table, buffer spring, shock attenuation cylinder body, slide bar and compression spring, the fixed inlaying in inside of going up fixed baseplate has two symmetrical fixed steel sheets, two the fixed rib that fixedly connected with equidistance was arranged between the fixed steel sheet, and fixed rib is fixed to be embedded in last fixed baseplate, go up fixed baseplate's bottom fixedly connected with pillar and guide pillar, it installs with the lower sliding stand to go up the slip table inside the pillar. This combination antidetonation building structure subassembly can adjust the guide pillar length in the guide sleeve through adjusting the steel plectrum to adjust the height of whole structure, through the slip laminating of pillar with the slip tenon spare, can cushion external force, the effectual rocking and the slope of having avoided this subassembly have guaranteed building structure subassembly's stationarity, and anti-seismic performance is good.

Description

Combined earthquake-resistant building structural component

Technical Field

The utility model relates to a building structure technical field specifically is a combination antidetonation building structure subassembly.

Background

The building is a general name of buildings and structures, is an artificial environment created by people by using mastered material technical means and applying certain scientific laws, wind and water concepts and aesthetic rules in order to meet the needs of social life, and the building structure is a space stress system which is made of building materials and used for bearing various loads or functions to play a role of a framework in the building, and can be divided into a concrete structure, a masonry structure, a steel structure, a light steel structure, a wood structure, a combined structure and the like due to different used building materials.

The earthquake zoning is the division of earthquake areas according to the possible earthquake damage degree and the magnitude of strong ground motion parameters, the earthquake safety evaluation result can be used as the earthquake fortification requirement of the specific construction project, the earthquake damage of major projects and life line projects is great in hazard and serious in loss, the urban function paralysis can be caused sometimes, the phenomena of shaking and inclining are easy to occur when the existing building structure assembly is impacted by external force in the using process, the stability of the building structure assembly is difficult to ensure, the earthquake resistance performance is poor, the normal use of people is seriously influenced, the structure height of the common earthquake-resistant structure cannot be adjusted according to the actual condition of a building, and the application range is limited.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a combination antidetonation building structure subassembly to under the impact that receives external force on solving the present market that above-mentioned background art provided, very easily take place to rock and the phenomenon of slope, be difficult to guarantee building structure subassembly's stationarity, shock resistance, and can not adjust the structure height according to the actual conditions of building, application scope receives the problem of restriction.

In order to achieve the above object, the utility model provides a following technical scheme: a combined earthquake-resistant building structure component comprises an upper fixing base, fixing ribs, a sliding tenon piece, a steel plectrum, a sliding track, an upper sliding table, a buffer spring, a damping cylinder body, a sliding rod and a compression spring, wherein two symmetrical fixing steel plates are fixedly embedded in the upper fixing base, the fixing ribs which are arranged at equal intervals are fixedly connected between the two fixing steel plates, the fixing ribs are fixedly embedded in the upper fixing base, a pillar and a guide pillar are fixedly connected at the bottom of the upper fixing base, the upper sliding table and a lower sliding table are installed in the pillar, wherein,

the guide post penetrates into the guide sleeve, the guide sleeve is fixedly connected with the top of the lower fixing base, the compression spring and the limiting ring are arranged around the guide post, the steel plectrum transversely penetrates through the guide sleeve and is contacted with the limiting ring,

the sliding rail is embedded in the lower fixed base, the damping cylinder body is arranged at the top of the sliding rail, one end of the buffer spring is connected with the inner wall of the damping cylinder body, the other end of the buffer spring is fixedly connected with the push plate, one end of the sliding rod is fixed with the push plate, one end of the sliding rod, which is far away from the push plate, is connected with the sliding tenon piece,

the steel ball bearing is characterized in that limiting parts are symmetrically arranged on two sides of the upper sliding table and the lower sliding table, the limiting parts are respectively riveted with the upper sliding table and the lower sliding table through rivets, and steel balls are arranged in the upper sliding table and the lower sliding table.

Preferably, the push plate is slidably connected with the damping cylinder.

Preferably, the inner diameter of the guide pillar is larger than the outer diameter of the guide sleeve, and the guide pillar is connected with the guide sleeve in a sliding mode.

Preferably, the sliding tenon part is of an L-shaped structure.

Preferably, the connecting structure of the steel plectrum and the guide sleeve is in threaded connection.

Preferably, the four groups of damping cylinder bodies and sliding tenon members are arranged in a cross rectangle.

Compared with the prior art, the beneficial effects of the utility model are that: this combination earthquake-resistant building structural component:

1. the length of the guide post in the guide sleeve is adjusted by sliding the guide post in the guide sleeve, the steel shifting piece is rotated to be screwed into the guide sleeve, and the limiting ring locks the guide post under the action of the steel shifting piece, so that the guide post can be fixed to complete the adjustment of the whole structure height;

2. the strut is in sliding fit with the sliding tenon piece, so that external force can be buffered, the strut vibrates during vibration to extrude the sliding tenon piece towards one side, and the buffer spring in the damping cylinder body performs vibration slow release, so that the component is effectively prevented from shaking and inclining, the stability of the building structure component is ensured, and the anti-seismic performance is good;

3. go up slip table, gliding pedestal and can provide thermal expansion cold shrinkage and vibrations and slide, when the whole vibrations of taking place the building, go up the fixed baseplate and take place the vibrations dislocation between the fixed baseplate down, go up the slip table and take place relative displacement with the gliding bench, the steel ball just carries out small roll, and it is spacing that the locating part moves simultaneously, cushions and limits lateral displacement.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the arrangement structure of the damping cylinder and the sliding tenon of the present invention;

fig. 3 is the structural schematic diagram of the upper sliding table and the lower sliding table of the present invention.

In the figure: 1. an upper fixed base; 2. fixing a steel plate; 3. fixing ribs; 4. pushing the plate; 5. a pillar; 6. A guide sleeve; 7. a guide post; 8. a sliding tenon member; 9. a steel plectrum; 10. a lower fixed base; 11. a sliding track; 12. an upper sliding table; 13. a lower sliding table; 14. a limiting member; 15. riveting; 16. a buffer spring; 17. A damping cylinder body; 18. a slide bar; 19. a compression spring; 20. a limiting ring; 21. and (5) steel balls.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: a combined earthquake-resistant building structure component comprises an upper fixing base 1, fixing steel plates 2, fixing ribs 3, a push plate 4, a support column 5, a guide sleeve 6, a guide column 7, a sliding tenon 8, a steel plectrum 9, a lower fixing base 10, a sliding track 11, an upper sliding table 12, a lower sliding table 13, a limiting part 14, a rivet 15, a buffer spring 16, a damping cylinder body 17, a sliding rod 18, a compression spring 19, a limiting ring 20 and a steel ball 21, wherein two symmetrical fixing steel plates 2 are fixedly embedded in the upper fixing base 1, the fixing ribs 3 which are arranged equidistantly are fixedly connected between the two fixing steel plates 2, the fixing ribs 3 are fixedly embedded in the upper fixing base 1, the support column 5 and the guide column 7 are fixedly connected to the bottom of the upper fixing base 1, the upper sliding table 12 and the lower sliding table 13 are installed in the support column 5,

the guide post 7 penetrates into the guide sleeve 6, the inner diameter of the guide post 7 is larger than the outer diameter of the guide sleeve 6, the guide post 7 is connected with the guide sleeve 6 in a sliding manner, the length of the guide post 7 in the guide sleeve 7 is adjusted through the sliding of the guide post 7 in the guide sleeve 6, the steel plectrum 9 is rotated to be screwed into the guide sleeve 6, the connecting structure of the steel plectrum 9 and the guide sleeve 6 is in threaded connection, the steel plectrum 9 is conveniently fixed on the guide sleeve 6, the guide post 7 is locked by the limiting ring 14 under the action of the steel plectrum 9, the guide post 7 can be fixed to complete the adjustment of the whole structure height, the guide sleeve 6 is fixedly connected to the top of the lower fixing base 10, the compression spring 19 and the limiting ring 20 are arranged around the guide post 7, the steel plectrum 9 transversely penetrates through the,

the sliding rail 11 is inlaid in the lower fixing base 10, the damping cylinder 17 is arranged at the top of the sliding rail 11, one end of the buffer spring 16 is connected with the inner wall of the damping cylinder 17, the other end of the buffer spring 16 is fixedly connected with the push plate 4, one end of the slide rod 18 is fixed with the push plate 4, the push plate 4 is in sliding connection with the damping cylinder 17, the slide rod 18 is driven by the movement of the push plate 4 in the damping cylinder 17, one end of the slide rod 18, far away from the push plate 4, is connected with the sliding tenon 8, the sliding tenon 8 is of an L-shaped structure, so that the strut 5 bears the force on the sliding tenon 8, the four groups of the damping cylinder 17 and the sliding tenon 8 are arranged in a cross rectangle shape, the strut 5 vibrates during the vibration, the sliding tenon 8 on one side is extruded, and the buffer spring 16 in the damping cylinder 17 slowly vibrates, so that the anti-seismic device is convenient to resist the earthquake,

the two sides of the upper sliding table 12 and the lower sliding table 13 are symmetrically provided with limiting parts 14, the limiting parts 14 are respectively riveted with the upper sliding table 12 and the lower sliding table 13 through rivets 15, and steel balls 21 are arranged in the upper sliding table 12 and the lower sliding table 13.

The working principle is as follows: when the combined earthquake-proof building structural component is used, firstly, an upper fixing base 1 and a lower fixing base 10 are arranged in the building, a fixing steel plate 2 and a fixing rib 3 enhance the structural strength of the upper fixing base 1, two groups of guide sleeves 6 and guide pillars 7 are respectively arranged between the upper fixing base 1 and the lower fixing base 10, the guide sleeves 6 and the guide pillars 7 are used for fixedly connecting the upper fixing base 1 and the lower fixing base 10 up and down, the length of the guide pillars in the guide sleeves can be adjusted by rotating a steel plectrum 9, so that the height of the whole structure is adjusted, the application range is expanded, the guide sleeves 6 and the guide pillars 7 enhance the stability between the upper fixing base 1 and the lower fixing base 10, when the whole earthquake of the building occurs, the upper fixing base 1 and the lower fixing base 10 are in vibration dislocation, the upper sliding table 12 and the lower sliding table 13 are in relative displacement, and the steel ball 21 rolls slightly, the limiting member 14 is used for limiting the movement and buffering and limiting the lateral displacement, the pillar 5 vibrates during vibration to extrude the sliding tenon 8 towards one side, and the buffer spring 16 in the damping cylinder 17 is used for slowly releasing the vibration, so as to facilitate the vibration resistance.

Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.

Claims

1. The utility model provides a combination antidetonation building structure subassembly, includes fixed baseplate (1), fixed rib (3), slip tenon spare (8), steel plectrum (9), slip track (11), goes up slide bench (12), buffer spring (16), shock attenuation cylinder body (17), slide bar (18) and compression spring (19), its characterized in that: the inner part of the upper fixing base (1) is fixedly embedded with two symmetrical fixing steel plates (2), fixing ribs (3) which are arranged at equal intervals are fixedly connected between the two fixing steel plates (2), the fixing ribs (3) are fixedly embedded in the upper fixing base (1), the bottom of the upper fixing base (1) is fixedly connected with a pillar (5) and a guide pillar (7), the upper sliding table (12) and the lower sliding table (13) are arranged in the pillar (5), wherein,

the guide post (7) penetrates into the guide sleeve (6), the guide sleeve (6) is fixedly connected with the top of the lower fixing base (10), the compression spring (19) and the limiting ring (20) are arranged around the guide post (7), the steel plectrum (9) transversely penetrates through the guide sleeve (6) and is contacted with the limiting ring (20),

the sliding track (11) is embedded in the lower fixing base (10), the damping cylinder body (17) is arranged at the top of the sliding track (11), one end of the buffer spring (16) is connected with the inner wall of the damping cylinder body (17), the other end of the buffer spring (16) is fixedly connected with the push plate (4), one end of the sliding rod (18) is fixed with the push plate (4), one end of the sliding rod (18) far away from the push plate (4) is connected with the sliding tenon piece (8),

the bilateral symmetry of going up slip table (12) and gliding platform (13) is provided with locating part (14), locating part (14) are riveted with last slip table (12) and gliding platform (13) respectively through rivet (15), be provided with steel ball (21) in going up slip table (12) and gliding platform (13).

2. A modular earthquake-resistant building structure assembly as defined in claim 1, wherein: the push plate (4) is connected with the damping cylinder body (17) in a sliding mode.

3. A modular earthquake-resistant building structure assembly as defined in claim 1, wherein: the inner diameter of the guide post (7) is larger than the outer diameter of the guide sleeve (6), and the guide post (7) is connected with the guide sleeve (6) in a sliding mode.

4. A modular earthquake-resistant building structure assembly as defined in claim 1, wherein: the sliding tenon piece (8) is of an L-shaped structure.

5. A modular earthquake-resistant building structure assembly as defined in claim 1, wherein: the connecting structure of the steel plectrum (9) and the guide sleeve (6) is in threaded connection.

6. A modular earthquake-resistant building structure assembly as defined in claim 1, wherein: the four groups of damping cylinder bodies (17) and the sliding tenon parts (8) are arranged in a cross rectangle.