CN220133625U - Wind pressure resistant type factory building structure - Google Patents
Wind pressure resistant type factory building structure Download PDFInfo
- Publication number
- CN220133625U CN220133625U CN202321519065.8U CN202321519065U CN220133625U CN 220133625 U CN220133625 U CN 220133625U CN 202321519065 U CN202321519065 U CN 202321519065U CN 220133625 U CN220133625 U CN 220133625U
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- wind
- truss
- connecting portion
- building structure
- crossbeam
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- 238000009423 ventilation Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 2
- 239000010935 stainless steel Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Building Environments (AREA)
Abstract
The utility model discloses a wind pressure resistant factory building structure, which comprises a truss, a beam, a wall body, a concrete pouring ground and a wind resistant column, wherein the bottom of the wall body is arranged on the concrete pouring ground, the beam is fixedly connected with the top of the wall body, the bottom of the truss is fixedly connected with the bottom of the beam, the wind resistant column is arranged on the outer side of the wall body, the truss comprises a truss bottom beam and a truss side beam, a wind resistant cover is arranged on the truss side beam and is formed by splicing a plurality of triangular columns with two open ends and hollow, the wind resistant column is provided with a connecting piece, the connecting piece comprises a beam connecting part, a wind resistant column connecting part and an oblique connecting part for connecting the beam connecting part and the wind resistant column connecting part, and an elastic part is arranged between the wind resistant connecting part and the oblique connecting part, and the wind resistant factory building structure has the beneficial effects that: the wind shield and the wind-resistant column are arranged, the wind resistance of the truss and the wall of the factory building is enhanced, and the safety performance of the factory building is improved.
Description
Technical Field
The utility model belongs to the technical field of factory building structures, and particularly relates to a wind pressure-resistant factory building structure.
Background
Along with the rapid development of industry, the building of the factory building is more and more, the steel structure factory building has the advantages of short construction period, light weight, high strength, large span and the like, the steel structure mainly comprises beam steel, steel columns, steel trusses and other components made of section steel, steel plates and the like, and rust removal and prevention processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted, because the factory building can be assembled at any time and any place, the whole assembly process is more convenient and rapid, the dead weight is lighter, and the construction is simple and convenient.
At present, a steel structure factory building lacks a wind resistance device, is difficult to resist strong wind power, and is easy to suffer serious loss in severe weather.
Disclosure of Invention
In order to overcome the defects, the utility model provides a wind pressure-resistant factory building structure which is provided with a wind shield and a wind resistance column, so that the wind resistance of trusses and walls of the factory building is enhanced, and the safety performance of the factory building is improved.
The utility model is realized by the following technical scheme: the utility model provides a wind pressure resistant type factory building structure, includes truss, crossbeam, wall body, concrete placement ground, anti-wind post, the bottom setting of wall body is subaerial at concrete placement, crossbeam and wall body top fixed connection, the bottom of truss and the bottom fixed connection of crossbeam, anti-wind post sets up in the outside of wall body, and the bottom passes through rag bolt to be fixed subaerial at concrete placement, the truss includes truss sill beam and truss curb girder, be equipped with the anti-wind cover on the truss curb girder, the anti-wind cover is formed by the concatenation of a plurality of both ends open and hollow mitsubishi posts, a plurality of ventilation holes have been seted up on the surface of anti-wind cover, be equipped with the connecting piece on the anti-wind post, the connecting piece includes crossbeam connecting portion, anti-wind post connecting portion and is used for connecting crossbeam connecting portion and anti-wind post connecting portion's slant connecting portion, be equipped with elastomeric element between anti-wind connecting portion and the slant connecting portion, the crossbeam connecting portion passes through bolt and anti-wind post fixed connection.
As a preferable technical scheme of the utility model, the concrete pouring ground is internally provided with a reinforcing steel bar reinforcing part.
As a preferable technical scheme of the utility model, the bottom of the foundation bolt is connected with a screw cap, the top of the foundation bolt is provided with a threaded part, the screw cap is arranged in the reinforcing steel bar reinforcing part, and the threaded part penetrates through the concrete pouring ground and is arranged in the wind-resistant column.
As a preferable technical scheme of the utility model, the ventilation holes are round holes.
Compared with the prior art, the utility model has the beneficial effects that:
(1) Through arranging the wind resistance cover and the ventilation holes on the truss, a circulation channel is provided for air flow with higher speed, and meanwhile, the air flow impact of different pressures in the protection cover is reduced, the effects of wind speed and wind force are reduced, the impact of wind force on the truss is reduced, and the truss can be effectively prevented from being directly blown down due to the excessively high wind speed;
(2) The wind-resistant column plays a role in wind resistance reinforcement to the wall body, when wind pressure can generate pressure to the connecting piece, the elastic component deforms, the buffer effect is achieved, the connecting piece is prevented from being broken due to overlarge local stress, after the wind pressure disappears, the stress born by the connecting piece disappears, the elastic component resets under the self elastic effect, and the stability of the connecting piece is maintained.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a perspective view of the anti-wind shield of the present utility model;
FIG. 3 is an enlarged view at A in FIG. 1;
fig. 4 is an enlarged view at B in fig. 1.
List of reference numerals: 1. truss; 1-1, truss bottom beams; 1-2, truss side beams; 2. a cross beam; 3. a wall body; 4. concrete pouring ground; 5. an anti-wind column; 6. an anchor bolt; 7. an anti-wind cover; 8. ventilation holes; 9. a connecting piece; 9-1, a beam connecting part; 9-2, a wind-resistant column connecting part; 9-3, oblique connecting parts; 9-4, an elastic component; 10. a reinforcing bar reinforcing part; 11. a screw cap; 12. a threaded portion.
Detailed Description
The present utility model is further illustrated in the following drawings and detailed description, which are to be understood as being merely illustrative of the utility model and not limiting the scope of the utility model. It should be noted that the words "front", "rear", "left", "right", "upper" and "lower" used in the following description refer to directions in the drawings, and the words "inner" and "outer" refer to directions toward or away from, respectively, the geometric center of a particular component.
The wind pressure resistant factory building structure comprises a truss 1, a cross beam 2, a wall 3, a concrete pouring ground 4 and wind resistant columns 5, wherein the bottom of the wall 3 is arranged on the concrete pouring ground 4, the cross beam 2 is fixedly connected with the top of the wall 3, the bottom of the truss 1 is fixedly connected with the bottom of the cross beam 2, the wind resistant columns 5 are arranged on the outer side of the wall 3, the bottom of the truss is fixed on the concrete pouring ground 4 through foundation bolts 6, the truss 1 comprises a truss bottom beam 1-1 and truss side beams 1-2, wind resistant covers 7 are arranged on the truss side beams 1-2, the wind resistant covers 7 are formed by splicing a plurality of triangular columns with two ends open and hollow, a plurality of wind penetrating holes 8 are formed in the surface of the wind resistant covers 7, connecting pieces 9 are arranged on the wind resistant columns 5, each connecting piece 9 comprises a cross beam connecting portion 9-1, a wind resistant column connecting portion 9-2 and a connecting portion 9-3 used for connecting the cross beam connecting portion 9-1 and the wind resistant column connecting portion 9-2, and the wind resistant column connecting portion 9-3 are connected with the cross beam connecting portion 9-2 through the inclined bolt connecting portion 9-2, and the inclined column connecting portion 9-2 is fixedly connected with the cross beam connecting portion 2-2 through the inclined bolt connecting portion 9-2.
As an embodiment of the present utility model, the reinforced part 10 is disposed in the concrete placement floor 4, so as to enhance the firmness and weight of the concrete placement floor 4.
As an embodiment of the present utility model, as shown in fig. 3, a nut 11 is connected to the bottom of the anchor bolt 6, a threaded portion 12 is provided at the top of the anchor bolt 6, the nut 11 is provided on the reinforcing steel bar reinforcing portion 10, the threaded portion 12 is provided in the wind-resistant post 5 penetrating through the concrete placement ground 4, and the anchor bolt 6 firmly connects the wind-resistant post 5 with the concrete placement ground 4.
As an embodiment of the present utility model, the wind shield 7 is made of stainless steel.
As an embodiment of the present utility model, the ventilation hole 8 is a circular hole.
The working principle of the utility model is as follows: because the wind shield 7 is installed at truss 1 top, during the play, the air current can get into the wind shield through the one end of wind shield 7 or ventilation hole 8 in, receive the air current interference in the wind shield 7 on the one hand, reduce the wind speed, play the effect of reducing wind-force, on the other hand, the air current gets into the wind-resistant outflow from the other end of wind shield 7 or ventilation hole, form complete wind flow passageway, reduce wind-force and strike truss 1, can prevent the wind speed too fast and directly blow truss 1, the wind pressure can produce pressure to connecting piece 9 simultaneously, make elastic component 9-4 take place the deformation, the effect of buffering has been played, prevent that local atress is too big, lead to connecting piece 9 to fracture, after the wind pressure disappears, elastic component 9-4 resets under self elastic action, connecting piece 9's stability has been maintained.
Finally, it should be noted that: the foregoing is merely a preferred example of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (5)
1. The utility model provides a wind pressure resistant formula factory building structure which characterized in that: including truss, crossbeam, wall body, concrete placement ground, anti-wind post, the bottom setting of wall body is subaerial at concrete placement, crossbeam and wall body top fixed connection, the bottom of truss and the bottom fixed connection of crossbeam, anti-wind post sets up in the outside of wall body, and the bottom passes through rag bolt to be fixed subaerial at concrete placement, the truss includes truss sill and truss curb girder, be equipped with the anti-wind cover on the truss curb girder, the anti-wind cover is formed by the concatenation of a plurality of both ends opening and hollow mitsubishi post, a plurality of ventilation holes have been seted up on the surface of anti-wind cover, be equipped with the connecting piece on the anti-wind post, the connecting piece includes crossbeam connecting portion, anti-wind post connecting portion and is used for connecting crossbeam connecting portion and anti-wind post connecting portion's slant connecting portion, be equipped with elastomeric element between anti-wind connecting portion and the slant connecting portion, the crossbeam connecting portion passes through bolt and crossbeam fixed connection, anti-wind connecting portion passes through bolt and anti-wind post fixed connection.
2. The wind pressure resistant building structure of claim 1, wherein: and a reinforcing steel bar reinforcing part is arranged in the concrete pouring ground.
3. The wind pressure resistant building structure of claim 2, wherein: the foundation bolt is characterized in that nuts are connected to the bottoms of the foundation bolts, threaded portions are arranged at the tops of the foundation bolts, the nuts are arranged in the reinforcing steel bar reinforcing portions, and the threaded portions penetrate through the concrete pouring ground and are arranged in the wind-resistant columns.
4. The wind pressure resistant building structure of claim 1, wherein: the wind shield is made of stainless steel materials.
5. The wind pressure resistant building structure of claim 1, wherein: the ventilation holes are round holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321519065.8U CN220133625U (en) | 2023-06-15 | 2023-06-15 | Wind pressure resistant type factory building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321519065.8U CN220133625U (en) | 2023-06-15 | 2023-06-15 | Wind pressure resistant type factory building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220133625U true CN220133625U (en) | 2023-12-05 |
Family
ID=88956857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321519065.8U Active CN220133625U (en) | 2023-06-15 | 2023-06-15 | Wind pressure resistant type factory building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220133625U (en) |
-
2023
- 2023-06-15 CN CN202321519065.8U patent/CN220133625U/en active Active
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| GR01 | Patent grant |