CN220117446U - Anti-seismic steel structure beam support - Google Patents
Anti-seismic steel structure beam support Download PDFInfo
- Publication number
- CN220117446U CN220117446U CN202321430377.1U CN202321430377U CN220117446U CN 220117446 U CN220117446 U CN 220117446U CN 202321430377 U CN202321430377 U CN 202321430377U CN 220117446 U CN220117446 U CN 220117446U
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- vertical beam
- shaped vertical
- support
- shaped
- vertical
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 20
- 239000010959 steel Substances 0.000 title claims abstract description 20
- 238000013016 damping Methods 0.000 claims abstract description 11
- 230000035939 shock Effects 0.000 claims description 8
- 210000001503 joint Anatomy 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Classifications
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- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an anti-seismic steel structure beam support, which comprises a left vertical support beam and a right vertical support beam, wherein damping support structures are arranged at the bottom ends of the left vertical support beam and the right vertical support beam, the right vertical support beam comprises an H-shaped vertical beam II, the left vertical support beam comprises an H-shaped vertical beam I, the damping support structures are respectively arranged at the bottom ends of the H-shaped vertical beam I and the H-shaped vertical beam II, and the outer walls of one side opposite to the H-shaped vertical beam I and the H-shaped vertical beam II are connected through a plate-type opposite inserting structure. Compared with a single-beam supporting structure, the supporting beam can be strongly supported according to the weight and the load requirement, the upper limit of the load of the single beam is broken through, the supporting capability is stronger, the construction operation is flexible and convenient, the operation period is shorter, meanwhile, the dependence on supporting columns or walls can be reduced by dispersing the load, so that the number and the size of the supporting columns or the walls can be reduced, the space utilization rate is improved, and the building is more open and transparent.
Description
Technical Field
The utility model relates to the technical field of steel structures, in particular to an anti-seismic steel structure beam support.
Background
Steel structural beam supports play a critical role in building construction. They are mainly used in the aspects of carrying weight, dispersing load, increasing rigidity, reducing span, etc., and by bearing the weight from the parts of roof, floor, wall, etc., and dispersing uneven load into the whole structure, the steel structural beam supports ensure the structural stability and safety of the building, and at the same time, they can also increase the overall rigidity of the building, reduce the deformation and vibration of the structure, have shock resistance, thereby protecting the safety of the building and residents in the event of natural disasters, such as an anti-seismic steel structural beam support disclosed in the grant publication number CN214784818U, which includes columns, shock absorbing members and support plates. The stand lower part is equipped with the base, damper includes bottom plate, supporting spring and buffer spring, bottom plate sliding connection in the base, supporting spring is located the bottom plate downside, supporting spring lower extreme fixed connection in the base, base fixedly connected with slide bar, buffer spring cup joint in the slide bar, buffer spring other end fixedly connected with slider, slider sliding connection in the slide bar, the slider rotates and is connected with the connecting rod, the connecting rod other end rotate connect in the bottom plate, the extension board is located stand upper portion etc. it is through supporting spring and buffer spring to the stand shock attenuation, but above-mentioned technical scheme still mainly is single beam bearing structure, and its bearing capacity and stability are controlled by the cross-sectional dimension of supporting beam self, and later stage want add the supporting beam on the same position supporting point again and be rather difficult, lead to the weight and the bearing capacity upper limit of building to be limited.
Disclosure of Invention
The utility model aims to provide an anti-seismic steel structure beam support, which can form a double-beam support structure according to the needs, break through the weight and the load capacity of the support and solve the problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an antidetonation steel construction roof beam supports, includes left side vertical supporting beam, right side vertical supporting beam, the shock attenuation bearing structure is all installed to the bottom of left side vertical supporting beam, right side vertical supporting beam includes H type vertical beam two, left side vertical supporting beam includes H type vertical beam one, shock attenuation bearing structure installs respectively in the bottom of H type vertical beam one, H type vertical beam two relative one side outer wall of H type vertical beam one is connected through board-type to-plug structure, all be provided with the spring locating pin of locking board-type to-plug structure in the front and back of H type vertical beam one, be provided with spacing board-type to-plug structure's screw on H type vertical beam one's the opposite side outer wall, constitute double-beam bearing structure after H type vertical beam one, H type vertical beam two are connected.
Preferably, the damping support structure comprises a flat plate arranged at the bottom ends of the first H-shaped vertical beam and the second H-shaped vertical beam, and a rubber pad bonded at the bottom end of the flat plate.
Preferably, the outer walls of the side, far away from the H-shaped vertical beam I and the H-shaped vertical beam Liang Erxiang, are fixed with H-shaped cross beams through connecting plates and bolts.
Preferably, the plate type opposite inserting structure comprises four groups of opposite connecting plates fixed on the outer wall of one side of the H-shaped vertical beam II, the four groups of opposite connecting plates are symmetrical structures about the vertical central line of the H-shaped vertical beam II, the plate type opposite inserting structure further comprises an internal thread convex column arranged on the outer wall of one side of the opposite connecting plates far away from the H-shaped vertical beam II, the screw is in threaded connection with the internal thread convex column, and a positioning hole for connecting a spring positioning pin is formed in the surface of the opposite connecting plates.
Preferably, a rectangular hollowed part for the access of the butt plate is arranged on the outer wall of one side of the H-shaped vertical beam, and a preformed hole for the access of a screw is arranged on the outer wall of the other side of the H-shaped vertical beam.
Preferably, the butt plate is made of alloy steel members.
Preferably, the front and rear surfaces of the H-shaped vertical beam I are provided with reinforcing ribs.
Compared with the prior art, the utility model has the beneficial effects that: this antidetonation steel construction roof beam supports through being provided with the structure that mutually supports such as spring locating pin and screw, spring locating pin forms the auto-lock restriction to board formula to inserting the structure, the screw is fixed board formula to inserting the structure on the X axle, thereby guarantee the structural stability and the structural strength of two sets of supporting beams, compare in single beam bearing structure, this supporting beam can carry out powerful support according to the needs of weight and load, can break through the load upper limit of single beam, bearing capacity is stronger, and construction operation is got up nimble convenient, the operating cycle is shorter, can reduce the dependence to support column or wall body through dispersion load simultaneously, can reduce the quantity and the size of support column or wall body like this, improve space utilization, and make the building more open and penetrating, supporting beam can also support each other and strengthen, make whole building structure more stable and firm.
Drawings
FIG. 1 is a schematic diagram of a front view of the present utility model;
FIG. 2 is a schematic diagram of a front view connection status structure according to the present utility model;
FIG. 3 is a schematic diagram of a side view of an H-beam according to the present utility model;
FIG. 4 is a schematic view of a left-hand upright support beam in a perspective configuration according to the present utility model;
in the figure: 1. a left vertical support beam; 101. a rubber pad; 102. a flat plate; 2. a right vertical support beam; 3. h-shaped vertical beams I; 301. reinforcing ribs; 302. rectangular hollowed-out parts; 303. a preformed hole; 4. h-shaped vertical beams II; 5. a spring positioning pin; 6. a screw; 7. an abutting plate; 701. positioning holes; 8. an internal thread boss; 9. an H-shaped cross beam; 10. and (5) connecting a plate.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, an embodiment of the present utility model is provided: the anti-seismic steel structure beam support comprises a left vertical support beam 1 and a right vertical support beam 2, wherein shock absorption support structures are arranged at the bottom ends of the left vertical support beam 1 and the right vertical support beam 2, the right vertical support beam 2 comprises an H-shaped vertical beam II 4, the left vertical support beam 1 comprises an H-shaped vertical beam I3, and reinforcing ribs 301 are arranged at the front and rear sides of the H-shaped vertical beam I3;
the left vertical supporting beam 1 and a damping supporting structure at the bottom end of the left vertical supporting beam 1 are bolted to the ground, the top end of the left vertical supporting beam 1 is connected with a load, and the reinforcing ribs 301 are used for improving the structural strength of the H-shaped vertical beam I3;
the damping support structures are respectively arranged at the bottom ends of the first H-shaped vertical beam 3 and the second H-shaped vertical beam 4, and the outer walls of the opposite sides of the first H-shaped vertical beam 3 and the second H-shaped vertical beam 4 are connected through the plate-type opposite insertion structure;
the front and rear sides of the H-shaped vertical beam I3 are provided with spring positioning pins 5,H of a locking plate type opposite inserting structure, the outer wall of the other side of the H-shaped vertical beam I3 is provided with screws 6,H of a limiting plate type opposite inserting structure, the first H-shaped vertical beam I3 and the second H-shaped vertical beam II are connected to form a double-beam supporting structure, the right vertical supporting beam 2 is connected with the left vertical supporting beam 1 through the plate type opposite inserting structure under the control of staff until the left vertical supporting beam 1 and the right vertical supporting beam 2 are completely opposite inserted, and the spring positioning pins 5 at the front and rear sides of the H-shaped vertical beam I3 form self-locking limitation on the plate type opposite inserting structure;
the plate type inserting structure comprises four groups of inserting plates 7 fixed on the outer wall of one side of the H-shaped vertical beam II 4, the four groups of inserting plates 7 are symmetrical structures about the vertical center line of the H-shaped vertical beam II 4, and the inserting plates 7 are made of alloy steel members;
the plate type opposite inserting structure further comprises an internal thread convex column 8 arranged on the outer wall of one side, far away from the H-shaped vertical beam II 4, of the opposite connecting plate 7, the screw 6 is in threaded connection with the internal thread convex column 8, and a positioning hole 701 for connecting the spring positioning pin 5 is formed in the surface of the opposite connecting plate 7;
the outer wall of one side of the H-shaped vertical beam I3 is provided with a rectangular hollowed-out part 302 for the entering of the butt joint plate 7, the butt joint plate 7 on the outer wall of the H-shaped vertical beam II 4 enters the H-shaped vertical beam I3 through the rectangular hollowed-out part 302, and at the moment, the spring positioning pin 5 automatically limits the Y-axis of the butt joint plate 7 through the positioning hole 701;
the outer wall of the other side of the H-shaped vertical beam I3 is provided with a preformed hole 303 for the screw 6 to enter, and each group of plate-type opposite-inserting structures are fixed by the screw 6, so that the right vertical support beam 2 and the left vertical support beam 1 have positioning limitation on the X axis and the Y axis, and the structural stability and the structural strength of the two groups of support beams are ensured;
the internal thread convex column 8 is manually screwed by the screw 6, so that the butt joint plate 7 is limited on the X axis, and the connection strength of the H-shaped vertical beam I3 and the H-shaped vertical beam II 4 is ensured;
the outer walls of the sides, far away from the H-shaped vertical beams I and II, of the H-shaped vertical beams I and II are fixedly provided with H-shaped cross beams 9,H through connecting plates 10 and bolts 9, so that the transverse sectional areas of the left vertical support beam 1 and the right vertical support beam 2 are increased;
the damping support structure comprises a flat plate 102 arranged at the bottom ends of the first H-shaped vertical beam 3 and the second H-shaped vertical beam 4 and a rubber pad 101 bonded at the bottom end of the flat plate 102, wherein in the use process of the beam body, the flat plate 102 and the flat plate 102 perform up-down vibration buffering on the beam body, so that the anti-seismic performance of the steel structure beam support is improved;
the support beams in the left vertical support beam 1 and the right vertical support beam 2 can mutually support and strengthen, so that the whole building structure is more stable and firm, the rigidity and stability of the damping structure are further improved under the cooperation of the damping support structure, and the damping support structure is suitable for the requirements of natural disasters such as earthquake resistance, wind resistance and the like.
When the embodiment of the utility model is used, firstly, a worker determines the positions and the number of the supporting beams according to a design drawing and actual building requirements, and performs optimized layout according to the structure and the use requirements of a building, after the supporting points are determined, lifting the left vertical supporting beam 1 and the right vertical supporting beam 2 by using lifting equipment, and performing position adjustment, after the positions of the left vertical supporting beam 1 and the right vertical supporting beam 2 are initially determined, bolting the left vertical supporting beam 1 and the damping supporting structure at the bottom end of the left vertical supporting beam 1 on the ground, connecting the top end of the left vertical supporting beam 1 with a load, then continuously lifting the right vertical supporting beam 2 by the worker, connecting the right vertical supporting beam 2 with the left vertical supporting beam 1 through a plate-type inserting structure under the control of the worker until the left vertical supporting beam 1 and the right vertical supporting beam 2 are completely inserted, at this moment, the spring locating pins 5 in front of and behind the H-shaped vertical beam 3 form self-locking limit on the plate-type opposite inserting structure, and then each group of plate-type opposite inserting structure is fixed by the bolts 6 again, so that the right vertical supporting beam 2 and the left vertical supporting beam 1 have locating limit on the X axis and the Y axis, the structural stability and the structural strength of the two groups of supporting beams are guaranteed, compared with the single-beam supporting structure, the supporting beams can be strongly supported according to the requirements of weight and load, the upper limit of the load of the single-beam can be broken through, the supporting capacity is stronger, the construction operation is flexible and convenient, the operation period is shorter, meanwhile, the dependence on supporting columns or walls can be reduced by dispersing the load, the number and the size of the supporting columns or the walls can be reduced, the space utilization rate is improved, and the building is more open and transparent.
Claims (7)
1. An antidetonation steel structure roof beam supports, its characterized in that: including left side vertical supporting beam (1), right side vertical supporting beam (2), shock attenuation bearing structure is all installed to the bottom of left side vertical supporting beam (1), right side vertical supporting beam (2) are including H type vertical beam two (4), left side vertical supporting beam (1) are including H type vertical beam one (3), the bottom of H type vertical beam two (4) is installed respectively to shock attenuation bearing structure, the opposite one side outer wall of H type vertical beam one (3), H type vertical beam two (4) is connected through board-like to the structure of inserting, all be provided with locking board-like to the spring locating pin (5) of inserting the structure in front and back of H type vertical beam one (3), be provided with spacing board-like to the screw (6) of inserting the structure on the opposite side outer wall of H type vertical beam one (3), constitute double-beam bearing structure after H type vertical beam one (3), H type vertical beam two (4) are connected.
2. An earthquake resistant steel structural beam support as set forth in claim 1, wherein: the damping support structure comprises a flat plate (102) arranged at the bottom ends of the first H-shaped vertical beam (3) and the second H-shaped vertical beam (4), and a rubber pad (101) bonded at the bottom end of the flat plate (102).
3. An earthquake resistant steel structural beam support as set forth in claim 1, wherein: the H-shaped cross beam (9) is fixed on the outer walls of the side, away from each other, of the H-shaped vertical beam I (3) and the H-shaped vertical beam II (4) through a connecting plate (10) and bolts.
4. An earthquake resistant steel structural beam support as set forth in claim 1, wherein: the plate type opposite inserting structure comprises four groups of opposite connecting plates (7) fixed on the outer wall of one side of the H-shaped vertical beam II (4), the four groups of opposite connecting plates (7) are symmetrical structures about the vertical central line of the H-shaped vertical beam II (4), the plate type opposite inserting structure further comprises an inner thread convex column (8) arranged on the outer wall of one side of the opposite connecting plate (7) far away from the H-shaped vertical beam II (4), the screw (6) and the inner thread convex column (8) are in threaded connection, and positioning holes (701) for connecting the spring positioning pins (5) are formed in the surface of the opposite connecting plate (7).
5. An earthquake resistant steel structural beam support as set forth in claim 4, wherein: rectangular hollowed-out parts (302) for allowing the butt joint plates (7) to enter are arranged on the outer wall of one side of the H-shaped vertical beam I (3), and reserved holes (303) for allowing the screws (6) to enter are formed in the outer wall of the other side of the H-shaped vertical beam I (3).
6. An earthquake resistant steel structural beam support as set forth in claim 4, wherein: the butt plate (7) is made of alloy steel components.
7. An earthquake resistant steel structural beam support as set forth in claim 1, wherein: the front and rear faces of the H-shaped vertical beam I (3) are provided with reinforcing ribs (301).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321430377.1U CN220117446U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic steel structure beam support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321430377.1U CN220117446U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic steel structure beam support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220117446U true CN220117446U (en) | 2023-12-01 |
Family
ID=88893959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321430377.1U Active CN220117446U (en) | 2023-06-06 | 2023-06-06 | Anti-seismic steel structure beam support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220117446U (en) |
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2023
- 2023-06-06 CN CN202321430377.1U patent/CN220117446U/en active Active
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