CN220266830U - Reinforced steel structure for building - Google Patents
Reinforced steel structure for building Download PDFInfo
- Publication number
- CN220266830U CN220266830U CN202322326013.5U CN202322326013U CN220266830U CN 220266830 U CN220266830 U CN 220266830U CN 202322326013 U CN202322326013 U CN 202322326013U CN 220266830 U CN220266830 U CN 220266830U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel column
- backup pad
- fixedly connected
- plates
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 126
- 239000010959 steel Substances 0.000 title claims abstract description 126
- 230000002093 peripheral effect Effects 0.000 claims abstract description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 5
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000010030 laminating Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The application relates to the technical field of steel structures, and a reinforcement steel structure for building is disclosed, including the steel column, the steel column top is provided with supporting component, supporting component includes that fixed mounting is at the first backup pad on steel column top, with steel column top threaded connection's lead screw, the cover is established at the second backup pad of lead screw outer peripheral face, the second backup pad can follow steel column long limit direction reciprocating motion, girder steel tip fixed mounting has changed the connected mode of girder steel and steel column between first backup pad and second backup pad, makes the girder steel can bear bigger load to a certain extent.
Description
Technical Field
The application relates to the technical field of steel structures, in particular to a reinforced steel structure for a building.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other members made of steel sections, steel plates and the like, is widely applied to the fields of large-scale plants, venues, super high-rise and the like, and is generally bolted when the steel structure needs to be installed on the steel columns, a gusset plate is fixedly installed at a position, close to the top end, of the side surface of the steel column, and then the end part of the steel beam is connected to the gusset plate through bolts.
However, in the process of implementing the related technical scheme, at least the following technical problems are found: the steel beam is generally paved with a steel plate for covering, if natural disaster weather such as heavy rain, snow storm and the like is encountered, the load of the steel plate is greatly changed under the influence of external force, the load born by the steel beam is increased, and then the joint plate and the steel column are possibly broken.
Disclosure of Invention
This application is through providing a reinforcement shaped steel structure for building, when having solved among the prior art and having encountered natural disasters weather such as heavy rain, snow storm, the load that leads to the steel sheet takes place great change under the influence of external force for the load that the girder steel bore is too big, and then probably leads to the gusset to appear cracked technical problem with steel column hookup location, has realized having changed girder steel and steel column's connected mode, makes the girder steel to bear bigger load to a certain extent.
The application provides a reinforcement steel structure for building, including the steel column, the steel column top is provided with supporting component, supporting component includes fixed mounting the first backup pad on steel column top, with steel column top threaded connection's lead screw, cover are established the second backup pad of lead screw outer peripheral face, the second backup pad can follow steel column long limit direction reciprocating motion, girder steel tip fixed mounting be in first backup pad with between the second backup pad.
Further, the screw hole is offered at steel column top central point put, screw rod threaded connection is in screw hole, the steel column top is followed the equidistant a plurality of spouts that are equipped with of screw rod outer peripheral face, a plurality of equal sliding connection has a slide bar in the spout, a plurality of the slide bar is all close to the interior ring position of second backup pad, a plurality of the slide bar keep away from the tip and the second backup pad lower surface corresponding position fixed connection of spout, be located on the screw rod second backup pad top threaded connection has the nut, and one tip of girder steel is located first backup pad, and is located the top position of steel column, girder steel tip through bolt fixed mounting first backup pad with between the second backup pad.
Further, lead screw top fixedly connected with mounting panel, a plurality of connecting holes have been seted up to the equidistance on the mounting panel, the ligature has the rope on the mounting panel, the tip that the connecting hole was kept away from to the rope all is provided with a mounting, mounting fixed mounting is on the girder steel.
Further, the mounting includes the fixed plate of two U types, the fixed plate medial surface corresponds the position laminating with the girder steel, two the fixed plate opening is relative, equal fixedly connected with connecting plate in fixed plate opening position both ends, two keep a distance between the fixed plate, can dismantle through the stay bolt between two connecting plates that are in relative position and be connected, fixed plate keeps away from open-ended side intermediate position fixedly connected with go-between, the rope keeps away from the tip ligature of mounting panel and is in on the go-between.
Further, the bottom fixedly connected with rectangle base of steel column, base fixed connection is subaerial.
The technical scheme provided by the application has at least the following technical effects or advantages:
due to the adoption of the supporting component, when natural disaster weather such as heavy rain and snow is encountered in the prior art, the load of the steel plate is greatly changed under the influence of external force, so that the load born by the steel beam is overlarge, and further the technical problem that the joint plate and the steel column are broken is possibly caused, and the connection mode of the steel beam and the steel column is changed, so that the steel beam can bear larger load to a certain extent.
Drawings
FIG. 1 is a front view of a reinforced steel structure in an embodiment of the present application;
FIG. 2 is a schematic structural view of a support assembly according to an embodiment of the present application;
FIG. 3 is a schematic front view of a support assembly according to an embodiment of the present application;
in the figure: 1. a steel column; 2. a support assembly; 21. a first support plate; 22. a screw rod; 23. a second support plate; 24. a threaded hole; 25. a chute; 26. a slide bar; 27. a screw cap; 28. a mounting plate; 29. a fixing member; 291. a fixing plate; 292. a connecting plate; 293. a long bolt; 294. a connecting ring; 210. a connection hole; 211. a rope; 3. a steel beam; 4. and (5) a bolt.
Detailed Description
The embodiment of the application discloses reinforcement steel structure for building, through being provided with supporting component 2 on steel column 1 top, supporting component 2 includes that fixed mounting is at the first backup pad 21 on steel column 1 top, with steel column 1 top threaded connection's lead screw 22, the cover is established at lead screw 22 outer peripheral face's second backup pad 23, second backup pad 23 can follow steel column 1 long limit direction reciprocating motion, girder steel 3 tip fixed mounting has changed girder steel 3 and steel column 1's connected mode between first backup pad 21 and second backup pad 23, make girder steel 3 can bear bigger load to a certain extent.
In order to better understand the above technical solutions, the following detailed description will refer to the accompanying drawings and specific embodiments.
Referring to fig. 1-3, a reinforced steel structure for construction comprises a steel column 1 and a support component 2, wherein the bottom surface of the steel column 1 is fixedly connected with a base, the base is fixedly connected on the ground, the support component 2 is arranged at the top end of the steel column 1, the support component 2 comprises an annular first support plate 21, a screw rod 22 and an annular second support plate 23, the first support plate 21 is fixedly arranged at the top end of the steel column 1, a threaded hole 24 is formed in the center position of the top end of the steel column 1, the screw rod 22 is in threaded connection with the threaded hole 24, so that the screw rod can vertically reciprocate along the steel column 1, the inner ring of the first support plate 21 is attached to the outer peripheral surface of the screw rod 22, the connection range between the first support plate 21 and the end part of the steel column 1 is maximized, the second support plate 23 is sleeved on the screw rod 22, the inner ring of the second support plate 23 is attached to the corresponding position of the outer peripheral surface of the screw rod 22, and the horizontal position of the second support plate 23 is limited, the top end of the steel column 1 is provided with a plurality of sliding grooves 25 at equal intervals along the peripheral surface of the screw rod 22, one sliding rod 26 is connected in each sliding groove 25 in a sliding way, the sliding rods 26 are all close to the inner ring edge position of the second supporting plate 23, so that the end part of the steel beam 3 can be closer to the screw rod 22, the end part of the sliding rod 26 far away from the sliding groove 25 is fixedly connected with the corresponding position of the lower surface of the second supporting plate 23, the second supporting plate 23 is limited in the guiding and horizontal directions, the distance between the first supporting plate 21 and the second supporting plate 23 can be adjusted according to the thickness of the steel beam 3, a nut 27 is connected on the screw rod 22 above the second supporting plate 23 in a threaded way, one end part of the steel beam 3 is positioned on the first supporting plate 21 and is positioned at the top end part of the steel column 1, the stress area between the steel beam 3 and the first supporting plate 21 is increased, and the steel column 1 can directly support the steel beam 3, the load that reduces first backup pad 21 received, girder steel 3 tip pass through bolt 4 fixed mounting between first backup pad 21 and second backup pad 23, limit the position of girder steel 3 through bolt 4, rotate nut 27 simultaneously, make nut 27 and laminating of second backup pad 23, carry out vertical restriction to the position of second backup pad 23, make girder steel 3 can bear bigger load to a certain extent.
Referring to fig. 1-3, the end of the screw rod 22 far away from the threaded hole 24 is fixedly connected with a mounting plate 28, a plurality of connecting holes 210 are equidistantly formed on the mounting plate 28, ropes 211 are bound on the mounting plate 28, the end of the ropes 211 far away from the connecting holes 210 is provided with a fixing piece 29, the fixing piece 29 is fixedly arranged on a steel beam 3, the fixing piece 29 comprises two U-shaped fixing plates 291, the inner side surfaces of the fixing plates 291 are attached to the corresponding positions of the steel beam 3, the openings of the two fixing plates 291 are opposite, two connecting plates 292 are fixedly connected with two ends of the opening positions of the fixing plates 291, a distance is reserved between the two fixing plates 291, the two connecting plates 292 at opposite positions are detachably connected through long bolts 293, one fixing plate 291 is placed on the upper surface of the steel beam 3, the other fixing plate 291 is placed on the lower surface of the steel beam 3, the two fixing plates 291 are movably abutted to the corresponding positions of the steel beam 3 through long bolts 293, the positions of fixing pieces 29 are limited, connecting rings 294 are fixedly connected to the middle positions of the side faces of the fixing plates 291, which are far away from the openings, of the fixing plates, the ends of the ropes 211, which are far away from the connecting holes 210, are bound on the connecting rings 294 located on the upper surface of the steel beam 3, one ends of the ropes 211 are connected to the mounting plates 28, the other ends of the ropes 211 are connected to the connecting rings 294, at the moment, triangles are formed among the ropes 211, the steel beam 3 and the steel column 1, and the ropes 211 apply tension to the steel beam 3, so that the steel beam 3 can bear larger loads to a certain extent.
The working principle of the embodiment of the application is as follows: the steel columns 1 are installed on the ground at intervals, two ends of the steel beam 3 are placed on the first supporting plates 21 at corresponding positions respectively, the end portions of the steel beam 3 are located at the top end positions of the steel columns 1, after the steel beam 3 is placed, the second supporting plates 23 are moved downwards to the position attached to the upper surfaces of the steel beams 3, the nuts 27 are rotated to the position attached to the upper surfaces of the second supporting plates 23, the steel beam 3 is connected with the first supporting plates 21 and the second supporting plates 23 through bolts 4, one fixing plate 291 is placed on the upper surfaces of the steel beams 3, the other fixing plate 291 is placed on the lower surfaces of the steel beams 3, the two fixing plates 291 are movably abutted to the corresponding positions of the steel beams 3 through long bolts 293, one ends of ropes 211 are bound on the mounting plates 28, and the other ends of the ropes 211 are bound on the connecting rings 294, so that the steel beams 3 can bear larger loads to a certain extent.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
The foregoing is merely a preferred embodiment of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art, within the scope of the present application, should apply to the present application, and all equivalents and modifications as fall within the scope of the present application.
Claims (5)
1. The utility model provides a reinforcement steel structure for building, its characterized in that, includes steel column (1), steel column (1) top is provided with supporting component (2), supporting component (2) including fixed mounting be in first backup pad (21) on steel column (1) top, with lead screw (22) of steel column (1) top threaded connection, cover are established second backup pad (23) of lead screw (22) outer peripheral face, second backup pad (23) can follow steel column (1) long limit direction reciprocating motion, girder steel (3) tip fixed mounting be in between first backup pad (21) and second backup pad (23).
2. The reinforced steel structure for construction according to claim 1, wherein a threaded hole (24) is formed in the center of the top end of the steel column (1), the screw rod (22) is in threaded connection with the threaded hole (24), a plurality of sliding grooves (25) are formed in the top end of the steel column (1) at equal intervals along the outer circumferential surface of the screw rod (22), a plurality of sliding rods (26) are slidably connected in the sliding grooves (25), the sliding rods (26) are close to the inner ring position of the second supporting plate (23), the ends of the sliding rods (26) away from the sliding grooves (25) are fixedly connected with the corresponding positions of the lower surface of the second supporting plate (23), the screw rod (22) is located above the second supporting plate (23) in threaded connection with a nut (27), one end of the steel beam (3) is located on the first supporting plate (21) and located at the top end position of the steel column (1), and the end of the steel beam (3) is fixedly installed between the first supporting plate (21) and the second supporting plate (23) through bolts (4).
3. The reinforced steel structure for construction according to claim 1, wherein the top end of the screw rod (22) is fixedly connected with a mounting plate (28), a plurality of connecting holes (210) are formed in the mounting plate (28) at equal intervals, ropes (211) are bound on the mounting plate (28), fixing pieces (29) are arranged at the ends, far away from the connecting holes (210), of the ropes (211), and the fixing pieces (29) are fixedly mounted on the steel beam (3).
4. A reinforced steel structure for construction according to claim 3, wherein the fixing member (29) comprises two U-shaped fixing plates (291), the inner sides of the fixing plates (291) are attached to the corresponding positions of the steel beams (3), the openings of the two fixing plates (291) are opposite, two connecting plates (292) are fixedly connected to the two ends of the opening of the fixing plates (291), a distance is reserved between the two fixing plates (291), the two connecting plates (292) in opposite positions are detachably connected through long bolts (293), connecting rings (294) are fixedly connected to the middle positions of the sides of the fixing plates (291) far away from the openings, and the ends of the ropes (211) far away from the mounting plates (28) are bound on the connecting rings (294).
5. The reinforced steel structure for construction according to claim 2, wherein the bottom end of the steel column (1) is fixedly connected with a rectangular base, and the base is fixedly connected to the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322326013.5U CN220266830U (en) | 2023-08-29 | 2023-08-29 | Reinforced steel structure for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322326013.5U CN220266830U (en) | 2023-08-29 | 2023-08-29 | Reinforced steel structure for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220266830U true CN220266830U (en) | 2023-12-29 |
Family
ID=89316619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322326013.5U Active CN220266830U (en) | 2023-08-29 | 2023-08-29 | Reinforced steel structure for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220266830U (en) |
-
2023
- 2023-08-29 CN CN202322326013.5U patent/CN220266830U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113175091A (en) | Fully assembled prestressed frame cable system combined structure | |
| CN1115449C (en) | Prestressed large-span solid portal steel frame and its construction process | |
| CN220266830U (en) | Reinforced steel structure for building | |
| CN109797984B (en) | Variable-curvature multipurpose steering device for external prestressed tendons | |
| CN207597584U (en) | Accentric support frame | |
| CN214614567U (en) | Titanium-nickel memory alloy high-strength bolt steel truss beam column connecting part | |
| CN213476601U (en) | Tensile elastic-plastic damping device | |
| CN111719699B (en) | Annular large-span suspension structure capable of releasing temperature effect | |
| CN212153150U (en) | Whole reinforcing apparatus of bridge | |
| CN211924198U (en) | Yielding support device used in tunnel | |
| CN203113908U (en) | Full assembly structure with enclosing wall and advertising board integrated | |
| CN210316210U (en) | Cable assembled steel beam | |
| CN208965579U (en) | A kind of non-console mode lattice tower crane platform | |
| CN111677535A (en) | Self-adaptive yielding support device | |
| CN218596889U (en) | Multifunctional easily-assembled protective net on bridge | |
| CN217001049U (en) | Truss installation supports reinforced structure temporarily | |
| CN220813422U (en) | Single-column pier anti-overturning structure | |
| CN205296409U (en) | Two -sided fixed anticreep steelframe connecting piece | |
| CN109667349A (en) | Full prefabricated PC concrete frame structure shock-resistant node | |
| CN210064987U (en) | Ultra-long attachment rod piece for tower crane | |
| CN216195632U (en) | Replaceable HPFRCC energy consumption device | |
| CN216739597U (en) | Pile foundation reinforcing apparatus is used in public road bridge roof beam design | |
| CN213682489U (en) | Energy-saving steel structure unit and steel structure system | |
| CN213114147U (en) | Reinforced concrete filling body for highway reinforcement | |
| CN210767971U (en) | Movable gallery bridge channel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |