CN212715319U

CN212715319U - Novel antidetonation steel construction

Info

Publication number: CN212715319U
Application number: CN202020954329.2U
Authority: CN
Inventors: 李皖宁; 朱灿
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-05-30
Filing date: 2020-05-30
Publication date: 2021-03-16
Anticipated expiration: 2030-05-30

Abstract

The utility model relates to a steel construction technical field just discloses a novel antidetonation steel construction, including concave type steel sheet, the inner wall fixedly connected with of concave type steel sheet supports the plate, supports the inner wall fixedly connected with shock attenuation part of plate, and the top fixedly connected with of shock attenuation part supports the steel structure, butt joint steel spare has all been seted up on the both sides of concave type steel sheet, and the butt joint hole has been seted up to the inside of butt joint steel spare, the shock attenuation part includes slider, connection plate, support column, damping spring and go-between, and the both sides of connecting the plate are respectively with the relative face fixed connection of the slider of both sides, the bottom of connecting the plate respectively with support column and damping spring's top fixed. The utility model provides an in the aspect of anti-seismic performance, there is the weak point, when the earthquake disaster takes place, the easy pressurized bucking of the member that receives in the steel construction leads to the bearing capacity of steel construction to descend, causes the steel to construct the safety quality and reduces, has the problem of potential safety hazard.

Description

Novel antidetonation steel construction

Technical Field

The utility model relates to a steel construction technical field specifically is a novel antidetonation steel construction.

Background

The steel structure is a structure formed by steel materials, is one of main building structure types, and mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, wherein all the members or components are usually connected by welding lines, bolts or rivets.

The steel structure has more advantages, but has the shortcoming in the aspect of anti-seismic performance, and when earthquake disasters occur, the compression rod piece in the steel structure is easy to be compressed and bent, so that the bearing capacity of the steel structure is reduced, the safety quality of the steel structure is reduced, and potential safety hazards exist.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel antidetonation steel construction reaches and compares in traditional antidetonation steel construction, and its antidetonation effect is better, can effectually slow down impact force, and its structural design is better reasonable, and the antidetonation direction covers multiple functionally, has better anti-seismic performance's purpose.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel antidetonation steel construction, includes concave type steel sheet, the inner wall fixedly connected with support plate of concave type steel sheet, the inner wall fixedly connected with shock attenuation part of support plate, the top fixedly connected with support steel structure of shock attenuation part.

Preferably, both sides of the concave steel plate are fixedly connected with butt joint steel pieces, and butt joint holes are formed in the butt joint steel pieces.

Preferably, the damping component comprises a sliding block, a connecting plate, a supporting column, a damping spring and a connecting ring, two sides of the connecting plate are fixedly connected with opposite surfaces of the sliding block on two sides, the bottom of the connecting plate is fixedly connected with the top of the supporting column and the top of the damping spring, and the outer wall of the supporting column is movably connected with the inner walls of the damping spring and the connecting ring.

Preferably, the top of the connecting plate is fixedly connected with a butt bolt, and the outer wall of the connecting ring is fixedly connected with the inside of the supporting plate.

Preferably, the supporting steel structure comprises a supporting steel plate, reinforcing ribs and an H-shaped steel structure, the surfaces, opposite to the reinforcing ribs, of the two sides are fixedly connected with the two sides of the supporting steel plate respectively, and the bottoms of the reinforcing ribs and the H-shaped steel structure are fixedly connected with the tops of the supporting steel plate.

Preferably, the inside of the supporting steel plate is movably connected with the inside of the butt bolt, and one end of the butt bolt far away from the supporting steel plate is in threaded connection with a butt nut.

Preferably, the inner wall of the concave steel plate is provided with a sliding groove, and the inside of the sliding groove is movably connected with the outside of the sliding block.

The utility model provides a novel antidetonation steel construction. The method has the following beneficial effects:

(1) the utility model discloses a setting of slider, connection plate, support column, damping spring and go-between possesses the elasticity performance because of damping spring to change the support column and in the inside position of go-between, can effectually slow down impact force, connecting plate spare is according to leaning on the slider, can surround the spout and go on activity from top to bottom, and its structural design is better reasonable, and the antidetonation direction covers completely, has better anti-seismic performance, promotes steel house safety in utilization performance.

(2) The utility model discloses a supporting steel plate, strengthening rib and H shaped steel construct the setting, strengthen steel structure intensity, both convenient dock with the bottom component, can effectually slow down impact force again, and its structural design is better reasonable, and the antidetonation direction covers multiple functionally, has better anti-seismic performance, promotes steel house safety in utilization performance.

Drawings

FIG. 1 is a perspective view of the supporting steel structure of the present invention;

FIG. 2 is a schematic structural view of the shock absorbing member of the present invention;

fig. 3 is a front view of the concave steel plate of the present invention;

fig. 4 is a top view of the concave steel plate of the present invention.

In the figure: 1. butting steel pieces; 2. a chute; 3. a concave steel plate; 4. a shock-absorbing member; 5. a butt bolt; 6. a support plate; 7. supporting the steel structure; 8. butting nuts; 9. a butt joint hole; 401. a slider; 402. connecting the plate members; 403. a support pillar; 404. a damping spring; 405. a connecting ring; 701. a support steel plate; 702. reinforcing ribs; 703. h-shaped steel structure.

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.

As shown in fig. 1-4, the utility model provides a technical solution: the utility model provides a novel antidetonation steel construction, includes concave type steel sheet 3, the inner wall fixedly connected with of concave type steel sheet 3 supports plate 6, supports plate 6's inner wall fixedly connected with shock attenuation part 4, and the top fixedly connected with of shock attenuation part 4 supports steel structure 7, compares in traditional antidetonation steel construction, and its antidetonation effect is better, can effectually slow down impact force, and its structural design is better reasonable, and the antidetonation direction covers multiple, has better anti-seismic performance.

Further, the equal fixedly connected with in both sides of concave type steel sheet 3 docks steel part 1, and butt joint hole 9 has been seted up to the inside of butt joint steel part 1, sets up butt joint hole 9 through the inside at butt joint steel part 1, makes things convenient for this steel construction and cushion cap buried bolt butt joint.

Further, damper 4 includes slider 401, connect plate 402, support column 403, damping spring 404 and go-between 405, the both sides of connecting plate 402 respectively with the relative face fixed connection of slider 401 of both sides, the bottom of connecting plate 402 respectively with the top fixed connection of support column 403 and damping spring 404, the outer wall of support column 403 respectively with the inner wall swing joint of damping spring 404 and go-between 405, can effectually slow down impact force, its structural design is better reasonable, and the antidetonation direction covers completely, better antidetonation performance has, promote steel house room safety in utilization.

Further, the top fixedly connected with docking bolt 5 of connecting plate 402, the outer wall of go-between 405 and the inside fixed connection who supports plate 6, support plate 701 not only can give the steel structure supporting role, also can slow down the pressure that the steel constructs simultaneously.

Further, the support steel constructs 7 and constructs 703 including supporting steel plate 701, strengthening rib 702 and H type steel, the relative face of both sides strengthening rib 702 respectively with supporting steel plate 701's both sides fixed connection, the bottom that strengthening rib 702 and H type steel construct 703 and supporting steel plate 701's top fixed connection, promote the basic bearing capacity of steel structure to the shock resistance that the reinforcing steel constructs, the steel construction intensity of further demonstration, thereby security performance is ensured when constructing as the house.

Further, the inside of the supporting steel plate 701 is movably connected with the inside of the butt bolt 5, the butt bolt 5 is connected with a butt nut 8 at one end far away from the supporting steel plate 701 through threads, and after the butt nut 8 is in butt joint with the butt bolt 5, the supporting steel plate 701 can be fixedly installed on the connecting plate 402.

Further, spout 2 has been seted up to the inner wall of concave type steel sheet 3, and the outside swing joint of the inside of spout 2 and slider 401 connects plate 402 and relies on slider 401, can surround spout 2 and go on activity from top to bottom to the punching press power that gives slows down.

When in use, the opposite surfaces of the reinforcing ribs 702 on the two sides are respectively welded with the two sides of the supporting steel plate 701, the bottoms of the reinforcing ribs 702 and the H-shaped steel structure 703 are welded with the top of the supporting steel plate 701, the inside of the supporting steel plate 701 is butted with the outside of the butt bolt 5, then after the butt nut 8 is butted with the butt bolt 5, the support steel plate 701 can be fixedly installed on the connection plate 402, and since the damper spring 404 has a telescopic property, thereby changing the position of the support column 403 in the connecting ring 405, the inner wall of the concave steel plate 3 is provided with the sliding groove 2, the connecting plate 402 can move up and down around the sliding groove 2 by relying on the sliding block 401, and the two sides of the concave steel plate 3 are welded with butt-joint steel pieces 1, and butt-joint holes 9 are arranged in the butt-joint steel pieces 1, the butt joint holes 9 can be in butt joint with the embedded bolts of the bearing platform, so that the anti-seismic steel structure can be quickly hoisted on the basic bearing platform.

In summary, the present invention provides the slider 401, the connecting plate 402, the supporting column 403, the damping spring 404 and the connecting ring 405, because the damping spring 404 has the telescopic property, thereby changing the position of the supporting column 403 in the connecting ring 405, the connecting plate 402 can move up and down around the sliding chute 2 by relying on the sliding block 401, effectively reducing the impact force, the utility model has better and reasonable structural design, complete coverage of the earthquake-proof direction, better earthquake-proof performance and improved use safety performance of steel structure houses, strengthens the strength of the steel structure through the arrangement of the supporting steel plate 701, the reinforcing ribs 702 and the H-shaped steel structure 703, not only facilitates the butt joint with the bottom component, but also can effectively reduce the impact force, the structural design is better and reasonable, the anti-seismic direction is fully covered, better anti-seismic performance is achieved, and the use safety performance of the steel structure house is improved.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a novel antidetonation steel construction, includes concave type steel sheet (3), its characterized in that: the inner wall fixedly connected with of concave type steel sheet (3) supports plate (6), supports inner wall fixedly connected with shock attenuation part (4) of plate (6), and the top fixedly connected with of shock attenuation part (4) supports steel structure (7).

2. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the two sides of the concave steel plate (3) are fixedly connected with butt joint steel pieces (1), and butt joint holes (9) are formed in the butt joint steel pieces (1).

3. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the damping component (4) comprises a sliding block (401), a connecting plate (402), a supporting column (403), a damping spring (404) and a connecting ring (405), wherein two sides of the connecting plate (402) are fixedly connected with opposite surfaces of the sliding block (401) on the two sides respectively, the bottom of the connecting plate (402) is fixedly connected with the tops of the supporting column (403) and the damping spring (404) respectively, and the outer wall of the supporting column (403) is movably connected with the inner walls of the damping spring (404) and the connecting ring (405) respectively.

4. A novel earthquake-resistant steel structure as defined in claim 3, wherein: the top of the connecting plate (402) is fixedly connected with a butt bolt (5), and the outer wall of the connecting ring (405) is fixedly connected with the inside of the supporting plate (6).

5. A novel earthquake-resistant steel structure as defined in claim 1, wherein: the supporting steel structure (7) comprises a supporting steel plate (701), reinforcing ribs (702) and an H-shaped steel structure (703), the opposite surfaces of the reinforcing ribs (702) on the two sides are fixedly connected with the two sides of the supporting steel plate (701) respectively, and the bottoms of the reinforcing ribs (702) and the H-shaped steel structure (703) are fixedly connected with the top of the supporting steel plate (701).

6. A novel antidetonation steel construction according to claim 5, characterized in that: the interior of the supporting steel plate (701) is movably connected with the interior of the butt bolt (5), and one end, far away from the supporting steel plate (701), of the butt bolt (5) is connected with a butt nut (8) in a threaded mode.

7. A novel earthquake-resistant steel structure as defined in claim 3, wherein: the inner wall of the concave steel plate (3) is provided with a sliding groove (2), and the inside of the sliding groove (2) is movably connected with the outside of the sliding block (401).