CN213806748U - Be applied to antidetonation support of steel construction - Google Patents
Be applied to antidetonation support of steel construction Download PDFInfo
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- CN213806748U CN213806748U CN202022003570.XU CN202022003570U CN213806748U CN 213806748 U CN213806748 U CN 213806748U CN 202022003570 U CN202022003570 U CN 202022003570U CN 213806748 U CN213806748 U CN 213806748U
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Abstract
The utility model discloses an anti-seismic support applied to a steel structure, which comprises a horizontal plate and a vertical beam, wherein the vertical beam is positioned at the bottom of the horizontal plate, and an anti-seismic structure is arranged between the vertical beam and the horizontal plate; the earthquake-resistant structure consists of four reinforcing members with identical structures, and the reinforcing construction comprises: a pair of slide rail, a pair of gliding mass, a pair of connecting piece, a pair of mobile jib, auxiliary rod, a plurality of spacing bolt, the utility model relates to a steel construction technical field. This technical scheme provides a steel construction earthquake-resistant structure of convertible holding surface height to effectual holding height to different demands is installed the adjustment, the use of reducible material, thereby accelerates the engineering construction progress, and this technical scheme adopts three angie type additional strengthening, can effectually resist earthquake.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is a be applied to antidetonation support of steel construction.
Background
The traditional anti-seismic design idea takes three levels of 'small-earthquake damage prevention, medium-earthquake repairable and large-earthquake collapse' as a fortification target, and an industrial factory building refers to various houses which are directly used for production or matched for production, and comprises a workshop, an auxiliary house and an auxiliary facility house.
In the construction of industrial factory buildings, the steel structure industrial factory buildings are widely applied, and the steel structure industrial factory buildings are light in building quality, high in strength, large in span, short in construction period of the steel structure buildings and high in fireproof performance.
Traditional steel construction ground highly needs the manual work to the beam column cutting, and the cylinder after accomplishing the cutting is carrying out the cartridge in proper order, sets up horizontal support face on a plurality of support columns, is setting up welding triangle muscle with horizontal support face and support column to increase the steadiness, above-mentioned means is comparatively troublesome.
SUMMERY OF THE UTILITY MODEL
The utility model provides a be applied to antidetonation support of steel construction, solved traditional steel construction ground height and needed the manual work to cut the beam column, the cylinder after accomplishing the cutting carries out the cartridge in proper order, sets up horizontal holding surface on a plurality of support columns, is setting up welding triangle muscle with horizontal holding surface and support column to increase the technical problem of steadiness.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: an anti-seismic support applied to a steel structure comprises a horizontal plate and a vertical beam, wherein the vertical beam is positioned at the bottom of the horizontal plate, and an anti-seismic structure is arranged between the vertical beam and the horizontal plate;
the earthquake-resistant structure consists of four reinforcing members with identical structures, and the reinforcing construction comprises: the pair of sliding rails, the pair of sliding bodies, the pair of connecting pieces, the pair of main rods, the auxiliary rods and the plurality of limiting bolts;
a pair of slide rail is located the horizontal plate bottom respectively and erects the roof beam outer wall, a pair of sliding mass swing joint respectively is on a pair of slide rail, a pair of connecting piece carries out the round pin hub connection with a pair of sliding mass, a pair of mobile jib carries out swing joint with a pair of connecting piece respectively, and vice pole both ends screw thread engagement is inside a pair of mobile jib, impartial distance has seted up a plurality of spacing holes on a pair of slide rail, horizontal plate and the perpendicular roof beam, a plurality of spacing bolts are every two for a set of mesh to spacing downthehole behind the sliding mass that runs through.
Preferably, both ends of the pair of slide rails are provided with limiting bodies.
Preferably, the connecting piece is connected with the connecting piece through a pin shaft.
Preferably, the sliding body has a rectangular block structure and has a through hole for inserting a bolt.
Preferably, the four structurally identical reinforcing members are distributed around the vertical beams.
Preferably, a penetrating fixing rod is arranged between the pair of slide rails, the horizontal plate and the vertical beam.
Advantageous effects
The utility model provides a be applied to antidetonation support of steel construction. Possess following beneficial effect, this technical scheme provides a steel construction earthquake-resistant structure of convertible holding surface height to effectual holding height to different demands is installed the adjustment, and the use of reducible material is accelerated to engineering construction progress, and this technical scheme adopts three angie type additional strengthening, can effectually resist earthquake.
Drawings
Fig. 1 is the utility model relates to a be applied to structural schematic of antidetonation support of steel construction.
Fig. 2 is the utility model relates to a be applied to local enlarged structure schematic diagram of antidetonation support of steel construction.
Fig. 3 is the utility model relates to a be applied to local enlarged structure schematic diagram of antidetonation support of steel construction.
In the figure: 1-horizontal plate; 2-vertical beam; 3-a slide rail; 4-a slider; 5-a connector; 6-main rod; 7-auxiliary rod; 8-a limit bolt; 9-a limiting body; 10-fixing the rod.
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: an anti-seismic support applied to a steel structure.
Example (b): an anti-seismic support applied to a steel structure comprises a horizontal plate 1 and a vertical beam 2, wherein the vertical beam 2 is positioned at the bottom of the horizontal plate 1, and an anti-seismic structure is arranged between the vertical beam 2 and the horizontal plate 1;
the technical scheme is that the anti-seismic stability of the whole structure is enhanced by installing anti-seismic structures on the horizontal plate 1 and the vertical beam 2;
the earthquake-resistant structure is composed of four completely same reinforcing members, and the reinforcing construction comprises: the device comprises a pair of slide rails 3, a pair of slide bodies 4, a pair of connecting pieces 5, a pair of main rods 6, an auxiliary rod 7 and a plurality of limit bolts 8;
a pair of slide rail 3 is located 1 bottom of horizontal plate and erects 2 outer walls of roof beam respectively, a pair of gliding mass 4 swing joint respectively is on a pair of slide rail 3, a pair of connecting piece 5 carries out the round pin hub connection with a pair of gliding mass 4, a pair of mobile jib 6 carries out swing joint with a pair of connecting piece 5 respectively, the screw thread meshing of 7 both ends of auxiliary rod is inside a pair of mobile jib 6, a plurality of spacing holes have been seted up to impartial distance on a pair of slide rail 3, horizontal plate 1 and the perpendicular roof beam 2, mesh to spacing downthehole after 8 per two of a plurality of spacing bolts are a set of gliding mass 4 that run through.
It should be noted that, in the above, the angle adjustment can be realized by the movement of the pair of sliding bodies 4 on the pair of sliding rails 3 according to different requirements, and the weighing point of the technical solution lies in the place where the sliding bodies 4 stop, so that the user can select the stop position of the sliding bodies 4 according to the actual requirement, and at the same time, if the height of the horizontal plate 1 needs to be adjusted, the height of the vertical beam 2 is increased, and the position of the sliding bodies 4 also needs to be adjusted accordingly, and the horizontal sliding bodies 4 and the vertical sliding bodies 4 are adjusted through the pair of main rods 6 and the sub-rods 7 engaged between the pair of main rods 6, so as to meet the requirement of the movement of the sliding bodies 4.
Preferably, both ends of the pair of slide rails 3 are provided with a stopper 9.
Preferably, the connecting member 5 is connected with the connecting member 5 by a pin.
Preferably, the slider 4 has a rectangular block structure and has a through hole for inserting a bolt.
Preferably, four structurally identical reinforcing elements are distributed around the vertical beam 2.
Preferably, a penetrating fixing rod 10 is arranged between the pair of slide rails 3 and the horizontal plate 1 and the vertical beam 2.
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. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.
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 (6)
1. An anti-seismic support applied to a steel structure comprises a horizontal plate (1) and a vertical beam (2), and is characterized in that the vertical beam (2) is positioned at the bottom of the horizontal plate (1), and an anti-seismic structure is arranged between the vertical beam (2) and the horizontal plate (1);
the earthquake-resistant structure consists of four reinforcing members with identical structures, and the reinforcing construction comprises: the device comprises a pair of slide rails (3), a pair of slide bodies (4), a pair of connecting pieces (5), a pair of main rods (6), an auxiliary rod (7) and a plurality of limiting bolts (8);
a pair of slide rail (3) are located horizontal plate (1) bottom respectively and erect roof beam (2) outer wall, swing joint is carried out on a pair of slide rail (3) respectively in a pair of sliding mass (4), a pair of connecting piece (5) carry out pin hub connection with a pair of sliding mass (4), a pair of mobile jib (6) carry out swing joint with a pair of connecting piece (5) respectively, and vice pole (7) both ends screw thread engagement is inside a pair of mobile jib (6), a plurality of spacing holes have been seted up to impartial distance on a pair of slide rail (3), horizontal plate (1) and the perpendicular roof beam (2), mesh to spacing downthehole after a set of sliding mass (4) that runs through for per two of a plurality of spacing bolts (8).
2. An anti-seismic support applied to a steel structure according to claim 1, characterized in that both ends of the pair of slide rails (3) are provided with a limiting body (9).
3. An anti-seismic support applied to a steel structure according to claim 1, characterized in that the connecting piece (5) is connected with the connecting piece (5) by a pin.
4. An anti-seismic support applied to steel structures, according to claim 1, characterized in that said sliding body (4) is of rectangular block structure and has through holes for the insertion of bolts.
5. An earthquake-resistant support applied to steel structures according to claim 1, characterised in that said four structurally identical reinforcing elements are distributed around the vertical beams (2).
6. An anti-seismic support applied to steel structures, according to claim 1, characterized in that there are through fixing rods (10) between the pair of sliding rails (3) and the horizontal plate (1) and the vertical beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022003570.XU CN213806748U (en) | 2020-09-14 | 2020-09-14 | Be applied to antidetonation support of steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022003570.XU CN213806748U (en) | 2020-09-14 | 2020-09-14 | Be applied to antidetonation support of steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213806748U true CN213806748U (en) | 2021-07-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022003570.XU Active CN213806748U (en) | 2020-09-14 | 2020-09-14 | Be applied to antidetonation support of steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213806748U (en) |
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2020
- 2020-09-14 CN CN202022003570.XU patent/CN213806748U/en active Active
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