CN111535644B - Building supporting structure - Google Patents
Building supporting structure Download PDFInfo
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- CN111535644B CN111535644B CN202010387544.3A CN202010387544A CN111535644B CN 111535644 B CN111535644 B CN 111535644B CN 202010387544 A CN202010387544 A CN 202010387544A CN 111535644 B CN111535644 B CN 111535644B
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- steel
- plate
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- top surface
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a novel building supporting structure which comprises bottom steel, wherein supporting columns are arranged on two sides of the top surface of the bottom steel, angle steel is arranged between the bottom end of one side, opposite to each other, of each supporting column and the bottom steel, a sleeve seat is arranged on the top surface of a transverse rib plate, an inserting block is arranged at the bottom end of a triangular core plate, an H-shaped steel column is arranged on the top surface of the triangular core plate, a plurality of reinforcing ribs are welded between wing plates on two sides of the H-shaped steel column, a transverse top plate is arranged on the top surface of the H-shaped steel column, and side baffles are arranged. The bottom of the supporting structure has strong enough stability through welding between the angle steel and the supporting column and between the angle steel and the bottom steel, the triangular core plate can be extruded through the sleeve seat when external force is applied, the force is dispersed, and therefore the supporting structure has strong enough pressure resistance.
Description
Technical Field
The invention relates to a building supporting structure, in particular to a novel building supporting structure.
Background
The traditional building mostly uses the bearing column and the bearing wall to be used for connecting between floors and play a bearing role, and the main types of the traditional building comprise a stirrup constraint concrete column, a steel fiber concrete column, a steel tube concrete column, a steel reinforced concrete column, a split column and a high-strength concrete column. The product uses a large amount of concrete and steel structures, the cost is high, the construction efficiency is low, a large amount of time is needed for waiting for the concrete to solidify in the construction process, and the products cannot be recycled, so that the waste of resources is caused;
with the promotion of house construction (reinforced concrete combines together) technique of modern building trade, to traditional house steel structure frame type, again to emerging steel structure template formula in recent years, the steel construction development for supporting the building steadily promotes and advances, this some emerging development and development of steel structure template formula are gradually aroused, although also there are the many pillars of steel structure template formula building bearing structure now, or building spare part appears, but in links such as design, production, transportation, installation, also expose a lot of problems, for example: the template member has weak resistance to bending, compression and shearing, and the support wall is easy to deform and collapse due to over brittleness when an earthquake occurs.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide a novel building supporting structure.
In order to solve the technical problems, the invention provides the following technical scheme:
the invention relates to a novel building supporting structure, which comprises bottom steel, wherein a flange fixing seat is arranged on the outer side of the bottom steel, supporting columns are arranged on two sides of the top surface of the bottom steel, angle steel is arranged between the bottom end of one side, opposite to each other, of the supporting columns and the bottom steel, a plurality of side steel plates are arranged between the angle steels, a transverse rib plate is arranged at the top end of each side steel plate, a sleeve seat is arranged on the top surface of each transverse rib plate, a V-shaped opening is formed in the top surface of the sleeve seat, an inserting groove is formed in the V-shaped opening, a triangular core plate is arranged on the top surface of the V-shaped opening, an inserting block is arranged at the bottom end of the triangular core plate and fixed in the inserting groove, an H-shaped steel column is arranged on the top surface of the triangular core plate, a plurality of reinforcing ribs are welded between, and side baffles are arranged on two sides of the top of the transverse top plate and are arranged on the top surface of one side, opposite to the support column.
As a preferred technical scheme of the invention, the vertical distance between the side baffle and the transverse top plate is 3-9 cm.
As a preferable technical scheme of the invention, a plurality of connecting flange pages are arranged on the side edge of one side of the supporting column.
As a preferable technical solution of the present invention, a plurality of screw holes are formed through a surface of the flange fixing seat.
As a preferable technical solution of the present invention, the angle of the triangular core plate is greater than 60 degrees and less than 120 degrees.
As a preferred technical solution of the present invention, the distance between the side baffles is smaller than the length of the H-shaped steel column.
Compared with the prior art, the invention has the following beneficial effects:
the bottom of the supporting structure has enough strong stability through welding between the angle steel and the supporting column and the bottom steel, meanwhile, the transverse rib plates and the transverse top plate are matched to enable the whole supporting structure to have enough stability, when external force is applied, the triangular core plate can be extruded through the sleeve seat to disperse the force, so that the supporting structure has enough strong compression resistance, when a building is damaged in an earthquake, the structure of the building wall can be maintained, collapse in a short time is avoided, and the escape time of indoor personnel is prolonged.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a sectional view taken along line A-A of the present invention;
FIG. 3 is a schematic view of the construction of the hub portion of the present invention;
in the figure: 1. bottom steel; 2. a flange fixing seat; 3. a support pillar; 4. angle steel; 5. a side steel plate; 6. a transverse rib plate; 7. a sleeve seat; 8. a V-shaped port; 9. a slot; 10. a triangular core plate; 11. inserting a block; 12. h-shaped steel columns; 13. reinforcing ribs; 14. a transverse top plate; 15. side baffle plates.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
Example 1
As shown in fig. 1-3, the present invention provides a novel building supporting structure, which comprises a bottom steel 1, a flange fixing seat 2 is installed on the outer side of the bottom steel 1, supporting columns 3 are installed on both sides of the top surface of the bottom steel 1, angle steels 4 are installed between the bottom ends of the sides of the supporting columns 3 opposite to each other and the bottom steel 1, a plurality of side steel plates 5 are installed between the angle steels 4, transverse rib plates 6 are installed on the top ends of the side steel plates 5, sleeve seats 7 are installed on the top surface of the transverse rib plates 6, V-shaped openings 8 are formed on the top surface of the sleeve seats 7, slots 9 are formed inside the V-shaped openings 8, a triangular core plate 10 is installed on the top surface of the V-shaped openings 8, insertion blocks 11 are installed at the bottom ends of the triangular core plate 10, the insertion blocks 11 are fixed inside the slots 9, H-shaped steel columns 12 are installed on the top surfaces, the top surface of the H-shaped steel column 12 is provided with a transverse top plate 14, side baffles 15 are arranged on two sides of the top of the transverse top plate 14, and the side baffles 15 are mounted on the top surface of one side of the support column 3 opposite to each other.
Further, the vertical distance between the side baffle plates 15 and the transverse top plate 14 is 3-9 cm.
A plurality of flange pages are installed to one side of support column 3, the connection between the support column structure of being convenient for.
The surface of the flange fixing seat 2 is penetrated with a plurality of screw holes, and screws can be driven into the screw holes for fixing.
The angle of the triangular core plate 10 is larger than 60 degrees and smaller than 120 degrees, so that the stress can be dispersed to other directions after one side of the triangular core plate 10 is stressed.
The distance between the side baffles 15 is smaller than the length of the H-shaped steel column 12, so that the H-shaped steel column 12 is prevented from falling off.
Specifically, after all the parts are welded by the bolts, plane connection or vertical connection is realized by connecting flange pages on the side of a support column 3, so that the connection strength is improved, the support column 3 and bottom steel 1 are connected by angle steel 4 to ensure that the whole frame is more stable, the stability is improved by welding a transverse rib plate 6 and a transverse top plate 14 with the support column 3, when the transverse stress is applied, a sleeve seat 7 is extruded to cause a V-shaped opening 8 to be stressed and close, a triangular core plate 10 is extruded, so that the triangular core plate 10 moves upwards along an insertion groove 9 in an inclined mode through an insertion block 11, the stress is diffused to the other side and the top through the triangular core plate 10, when the stress is overlarge, the triangular core plate 10 moves upwards to cause the transverse top plate 14 to deform, at this time, the H-shaped steel column 12 at the top of the triangular core plate 10 can also be isolated by the side baffle 15, so that the building wall can be kept from falling down even when being subjected to strong external force during earthquake.
The bottom of the supporting structure has enough strong stability through welding between the angle steel and the supporting column and the bottom steel, meanwhile, the transverse rib plates and the transverse top plate are matched to enable the whole supporting structure to have enough stability, when external force is applied, the triangular core plate can be extruded through the sleeve seat to disperse the force, so that the supporting structure has enough strong compression resistance, when a building is damaged in an earthquake, the structure of the building wall can be maintained, collapse in a short time is avoided, and the escape time of indoor personnel is prolonged.
Finally, it should be noted that: 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 changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The building supporting structure is characterized by comprising bottom steel (1), a flange fixing seat (2) is installed on the outer side of the bottom steel (1), supporting columns (3) are installed on two sides of the surface of the top end of the bottom steel (1), angle steel (4) is installed between the bottom end of one side, opposite to each other, of the supporting columns (3) and the bottom steel (1), a plurality of edge steel plates (5) are installed between the angle steel (4), a transverse rib plate (6) is installed at the top end of each edge steel plate (5), a sleeve seat (7) is installed on the surface of the top end of each transverse rib plate (6), a V-shaped opening (8) is formed in the surface of the top end of each sleeve seat (7), a slot (9) is formed in the V-shaped opening (8), a triangular core plate (10) is installed on the surface of the top end of each V-shaped opening (8), an insertion block (11), and the insert block (11) is fixed in the slot (9), the top surface of the triangular core plate (10) is provided with an H-shaped steel column (12), a plurality of reinforcing ribs (13) are welded between wing plates on two sides of the H-shaped steel column (12), the top surface of the H-shaped steel column (12) is provided with a transverse top plate (14), side baffles (15) are arranged on two sides of the top of the transverse top plate (14), and the side baffles (15) are arranged on the top surface of one side, opposite to each other, of the support column (3).
2. A building support structure as claimed in claim 1, wherein the vertical spacing between the side dams (15) and the transverse roof (14) is 3-9 cm.
3. A building support structure as claimed in claim 1, wherein the support columns (3) are provided with a plurality of attachment flange leaves mounted to one side edge thereof.
4. A building support structure as claimed in claim 1, wherein the flange mounting (2) has a plurality of screw holes formed through its surface.
5. A building support structure according to claim 1, wherein the angle of the triangular core panel (10) is greater than 60 degrees and less than 120 degrees.
6. A building support structure as claimed in claim 1, wherein the spacing between the side dams (15) is less than the length of the H-section steel columns (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010387544.3A CN111535644B (en) | 2020-05-09 | 2020-05-09 | Building supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010387544.3A CN111535644B (en) | 2020-05-09 | 2020-05-09 | Building supporting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111535644A CN111535644A (en) | 2020-08-14 |
| CN111535644B true CN111535644B (en) | 2021-05-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010387544.3A Active CN111535644B (en) | 2020-05-09 | 2020-05-09 | Building supporting structure |
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| Country | Link |
|---|---|
| CN (1) | CN111535644B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202767356U (en) * | 2011-09-21 | 2013-03-06 | 镇江四建建设有限公司 | Damping and shake-proof building wall and floor |
| CN203741993U (en) * | 2014-03-11 | 2014-07-30 | 株洲时代新材料科技股份有限公司 | Friction pendulum type seismic isolation support provided with anti-drawing devices |
| CN205557892U (en) * | 2016-05-05 | 2016-09-07 | 上海天华建筑设计有限公司 | Angle steel is put more energy into and is prevented bucking shearing surrender type sinker |
| CN207659848U (en) * | 2017-05-31 | 2018-07-27 | 衡水中盛工程橡胶有限公司 | A kind of ball-type aseismatic bearing |
| CN110409614A (en) * | 2019-08-02 | 2019-11-05 | 中国航空规划设计研究总院有限公司 | A kind of the benzvalene form column attachment device and its construction method of resistance to plucking |
| CN110836033A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Self-resetting energy dissipater and installation method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8001734B2 (en) * | 2004-05-18 | 2011-08-23 | Simpson Strong-Tie Co., Inc. | Moment frame links wall |
-
2020
- 2020-05-09 CN CN202010387544.3A patent/CN111535644B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202767356U (en) * | 2011-09-21 | 2013-03-06 | 镇江四建建设有限公司 | Damping and shake-proof building wall and floor |
| CN203741993U (en) * | 2014-03-11 | 2014-07-30 | 株洲时代新材料科技股份有限公司 | Friction pendulum type seismic isolation support provided with anti-drawing devices |
| CN205557892U (en) * | 2016-05-05 | 2016-09-07 | 上海天华建筑设计有限公司 | Angle steel is put more energy into and is prevented bucking shearing surrender type sinker |
| CN207659848U (en) * | 2017-05-31 | 2018-07-27 | 衡水中盛工程橡胶有限公司 | A kind of ball-type aseismatic bearing |
| CN110409614A (en) * | 2019-08-02 | 2019-11-05 | 中国航空规划设计研究总院有限公司 | A kind of the benzvalene form column attachment device and its construction method of resistance to plucking |
| CN110836033A (en) * | 2019-11-25 | 2020-02-25 | 海南大学 | Self-resetting energy dissipater and installation method |
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| Publication number | Publication date |
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| CN111535644A (en) | 2020-08-14 |
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