CN221203502U - Greenhouse skeleton texture of anti-wind - Google Patents
Greenhouse skeleton texture of anti-wind Download PDFInfo
- Publication number
- CN221203502U CN221203502U CN202323361188.6U CN202323361188U CN221203502U CN 221203502 U CN221203502 U CN 221203502U CN 202323361188 U CN202323361188 U CN 202323361188U CN 221203502 U CN221203502 U CN 221203502U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- strut
- pillar
- wind
- plate
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005728 strengthening Methods 0.000 claims description 4
- 230000007246 mechanism Effects 0.000 description 7
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 6
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 3
- 239000003337 fertilizer Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 101100521345 Mus musculus Prop1 gene Proteins 0.000 description 2
- 108700017836 Prophet of Pit-1 Proteins 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000006467 substitution reaction Methods 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
Landscapes
- Greenhouses (AREA)
Abstract
The utility model discloses an anti-wind greenhouse framework structure which comprises two bases, wherein the top of each base is fixedly provided with a mounting plate through bolts, the top of each mounting plate is fixedly connected with a support column, the periphery of an inner cavity of each support column is fixedly connected with a reinforcing vertical plate, reinforcing vertical columns are fixedly connected between the surfaces of the four reinforcing vertical plates, and the inner cavity of each reinforcing vertical column is fixedly connected with an X-shaped vertical plate. According to the utility model, through the arrangement of the fixing plate and the inclined strut, the connection strength between the strut and the cross beam is effectively improved, the probability of deformation and collapse between the strut and the cross beam due to strong wind is reduced, and through the arrangement of the reinforced upright post, the reinforced upright plate and the X-shaped upright plate, good strength protection can be formed in the strut, the integral supporting strength of the strut is effectively improved, and the probability of deformation and dumping of the strut due to strong wind is reduced.
Description
Technical Field
The utility model relates to the technical field of greenhouse skeleton structures, in particular to an anti-wind greenhouse skeleton structure.
Background
With the continuous improvement of the living standard of people in China, the demands of people on food, plants and the like are higher and higher, so that the growth of the plants is required to break through the limitation of seasons, the application of the greenhouse is wider and wider, and the structural design of the greenhouse is more and more important for meeting the use requirements of the existing greenhouse and improving the wind resistance and the earthquake resistance of the greenhouse and the use performance of the greenhouse.
For example, the invention provides a greenhouse, the bulletin number of which is: CN109819824B, this application is including setting up the sunshade mechanism in the big-arch shelter intracavity, sunshade motor provides by sunshade motor power, sunshade motor drives the main slide bar of its top through the transmission and moves about, the invention simple structure, convenient operation, sunshade mechanism is through the opening and closing of sunshade cloth of sunshade motor control, sunshade work control temperature is carried out, during raining, fertilizer mechanism can collect the rainwater, the concentration of carbon dioxide in the inductor response big-arch shelter, through the cooperation of blowing mechanism and windowing mechanism, ventilate, stabilize the concentration of carbon dioxide in the big-arch shelter, spraying mechanism and fertilizer mechanism cooperate, carry out fertilizer spraying to the plant in the big-arch shelter, whole device can accomplish sunshade work automatically again can control temperature and carbon dioxide's concentration, the warmhouse booth of above-mentioned technique is comparatively simple because holistic skeleton texture in the use, lack effective wind-resistant additional strengthening, easily take place the deformation to collapse under the influence of strong wind in the use, cause great economic loss for the user.
Disclosure of utility model
The utility model aims to provide a greenhouse skeleton structure resistant to wind, which has the advantages of good wind resistance reinforcing structure and improved overall wind resistance, and solves the problem that the greenhouse in the prior art is easy to deform and collapse under the influence of strong wind in the use process due to the fact that the overall skeleton structure is simple and the effective wind resistance reinforcing structure is lacking in the use process.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a greenhouse skeleton texture of anti-wind, includes the base, the quantity of base is two, bolt fixed mounting has the mounting panel at the top of base, the top fixedly connected with pillar of mounting panel, equal fixedly connected with in the pillar inner chamber all around strengthens the riser, four strengthen fixedly connected with between the surface of riser and strengthen the stand, strengthen the inner chamber fixedly connected with X-shaped riser of stand, two through bolt fixed mounting has the crossbeam between the upper end of pillar, equal fixedly connected with X-shaped diaphragm all around of crossbeam inner chamber, four fixedly connected with strengthens the horizontal pole between the surface of X-shaped diaphragm, the equal fixedly connected with oblique branch in both ends of crossbeam surface bottom, the lower extreme fixedly connected with fixed plate of oblique branch, the surface of fixed plate passes through bolt fixed mounting in the upper end of pillar surface.
As a preferable scheme, the upper end of the fixing plate is fixedly connected with a reinforcing rod, and the surface of the reinforcing rod is fixedly connected with the upper end of the inclined strut.
As the preferable scheme, both ends at mounting panel top are all fixedly connected with reinforcing plate, the fixed surface of reinforcing plate is connected with the lower extreme of pillar surface.
As the preferable scheme, the middle ends of the two sides of the outer surface of the support column are fixedly connected with inclined steel ropes, the bottoms of the inclined steel ropes are fixedly connected with vertical rods, and the bottoms of the vertical rods are fixedly connected with embedded blocks.
As a preferable scheme, embedded piles are fixedly connected to the periphery of the bottom of the base, and the shape of each embedded pile is cylindrical.
Compared with the prior art, the utility model has the following beneficial effects:
1. According to the utility model, through the arrangement of the fixing plate and the inclined strut, the connection strength between the strut and the cross beam is effectively improved, the deformation and collapse probability of the strut and the cross beam due to strong wind force is reduced, and through the arrangement of the reinforced upright post, the reinforced upright plate and the X-shaped upright plate, good strength protection can be formed in the strut, the integral supporting strength of the strut is effectively improved, the deformation and collapse probability of the strut due to strong wind force is reduced, through the arrangement of the X-shaped transverse plate and the reinforced cross beam, good strength protection can be formed in the cross beam, the integral supporting strength of the cross beam is effectively improved, the deformation and collapse probability of the cross beam due to strong wind force is reduced, the integral wind resistance performance is effectively improved, the deformation and collapse probability of the whole due to strong wind force is effectively reduced, and the integral stable and long-term use can be ensured under the integral cooperation.
2. According to the utility model, the purpose of reinforcing and supporting the inclined strut is achieved through the arrangement of the reinforcing rods, the strength of connection between the strut and the mounting plate is improved through the arrangement of the reinforcing plates, the purpose of reinforcing and supporting the strut in a diagonal manner is achieved through the arrangement of the diagonal steel rope, the vertical rod and the embedded block, the probability of tilting the strut is reduced, and the probability of tilting the base is effectively reduced through the arrangement of the embedded pile.
Drawings
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a schematic view of a partial structure of a strut according to the present utility model;
fig. 3 is a schematic view of a partial structure of a beam according to the present utility model.
In the figure: 1. a support post; 2. a cable-stayed steel rope; 3. a vertical rod; 4. embedding blocks; 5. a mounting plate; 6. a reinforcing plate; 7. a base; 8. pre-burying piles; 9. a cross beam; 10. a reinforcing rod; 11. an inclined strut; 12. reinforcing the upright post; 13. reinforcing the vertical plate; 14. an X-shaped vertical plate; 15. an X-shaped cross plate; 16. a reinforcing cross bar; 17. and a fixing plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. 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. 1-3, an anti-wind greenhouse skeleton structure comprises a base 7, the number of the base 7 is two, a mounting plate 5 is fixedly mounted on the top of the base 7 through bolts, a support column 1 is fixedly connected to the top of the mounting plate 5, reinforcing vertical plates 13 are fixedly connected to the periphery of an inner cavity of the support column 1, reinforcing vertical columns 12 are fixedly connected between the surfaces of the four reinforcing vertical plates 13, X-shaped vertical plates 14 are fixedly connected to the inner cavity of each reinforcing vertical column 12, cross beams 9 are fixedly mounted between the upper ends of the two support columns 1 through bolts, X-shaped cross beams 15 are fixedly connected to the periphery of the inner cavity of each cross beam 9, reinforcing cross beams 16 are fixedly connected between the surfaces of the four X-shaped cross beams 15, inclined struts 11 are fixedly connected to two ends of the bottom of the outer surface of each cross beam 9, fixing plates 17 are fixedly connected to the lower ends of the inclined struts 11, and the surfaces of the fixing plates 17 are fixedly mounted to the upper ends of the outer surface of the support column 1 through bolts.
Through above-mentioned technical scheme, through the setting of fixed plate 17 and oblique branch 11, the effectual intensity of being connected between pillar 1 and crossbeam 9 that has improved has reduced the probability of deformation and collapsing because of the strong wind atress between pillar 1 and crossbeam 9, and through strengthening stand 12, strengthen the setting of riser 13 and X shape riser 14, can form good intensity protection in the inside of pillar 1, the holistic supporting strength of pillar 1 has effectually been improved, the probability that pillar 1 takes place to deform because of the strong wind atress is emptyd has been reduced, through the setting of X shape diaphragm 15 and reinforcing horizontal pole 16, can form good intensity protection in the inside of crossbeam 9, the holistic supporting strength of crossbeam 9 has been reduced crossbeam 9 and the probability that takes place to deform because of the strong wind atress is empted, the effectual anti wind intensity that has improved in this greenhouse skeleton structure use, the effectual wind resistance intensity that has improved, the holistic probability that takes place to deform and collapse because of the strong wind atress has guaranteed that holistic can be stable for a long time use.
The upper end of the fixed plate 17 is fixedly connected with a reinforcing rod 10, and the surface of the reinforcing rod 10 is fixedly connected with the upper end of the inclined strut 11.
Through the above technical scheme, the purpose of reinforcing and supporting the inclined strut 11 is achieved through the arrangement of the reinforcing rod 10.
Both ends at the top of the mounting plate 5 are fixedly connected with reinforcing plates 6, and the surface of the reinforcing plates 6 is fixedly connected with the lower end of the outer surface of the support column 1.
Through above-mentioned technical scheme, through the setting of reinforcing plate 6, improved the intensity of being connected between pillar 1 and mounting panel 5.
The middle ends of the two sides of the outer surface of the support column 1 are fixedly connected with cable-stayed steel ropes 2, the bottoms of the cable-stayed steel ropes 2 are fixedly connected with vertical rods 3, and the bottoms of the vertical rods 3 are fixedly connected with embedded blocks 4.
Through above-mentioned technical scheme, through the setting of drawing steel cable 2, pole setting 3 and pre-buried piece 4 to one side, reached to prop 1 to one side and strengthened the purpose of supporting, reduced prop 1 and taken place the probability of empting.
The periphery of the bottom of the base 7 is fixedly connected with embedded piles 8, and the shape of the embedded piles 8 is cylindrical.
Through above-mentioned technical scheme, through the setting of embedded pile 8, the effectual probability that base 7 takes place to incline that has reduced.
The working principle of the utility model is as follows: through the setting of fixed plate 17 and oblique branch 11, the effectual intensity of being connected between pillar 1 and crossbeam 9 that has improved has reduced the probability that deformation and collapse take place between pillar 1 and crossbeam 9 because of the strong wind atress, and through strengthening stand 12, strengthen riser 13 and X shape riser 14's setting, can form good intensity protection in the inside of pillar 1, the holistic supporting strength of pillar 1 has been improved, the probability that pillar 1 takes place deformation and topples over because of the strong wind atress has been reduced, through the setting of X shape diaphragm 15 and reinforcing horizontal pole 16, can form good intensity protection in the inside of crossbeam 9, the holistic supporting strength of crossbeam 9 has been improved, the probability that crossbeam 9 takes place deformation and emptys because of the strong wind atress has been reduced, the holistic wind resistance performance has effectually been improved.
Finally, it should be noted that the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the scope of the present utility model, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions can be made to the technical solution of the present utility model without departing from the spirit and scope of the technical solution of the present utility model.
Claims (5)
1. Wind-resistant greenhouse skeleton texture, including base (7), its characterized in that: the utility model discloses a support structure for a bicycle, including base (7), mounting panel (5) are passed through at the top of base (7), top fixedly connected with pillar (1) of mounting panel (5), equal fixedly connected with in all around of pillar (1) inner chamber strengthens riser (13), four fixedly connected with strengthens stand (12) between the surface of riser (13), the inner chamber fixedly connected with X-shaped riser (14) of strengthening stand (12), two through bolt fixed mounting between the upper end of pillar (1) crossbeam (9), equal fixedly connected with X-shaped diaphragm (15) all around of crossbeam (9) inner chamber, four fixedly connected with strengthens horizontal pole (16) between the surface of X-shaped diaphragm (15), the both ends of crossbeam (9) surface bottom are equal fixedly connected with oblique branch (11), the lower extreme fixedly connected with fixed plate (17) of oblique branch (11), the upper end in pillar (1) surface is passed through bolt fixed mounting to the surface of fixed plate (17).
2. A wind resistant greenhouse skeletal structure according to claim 1, characterized in that: the upper end of the fixed plate (17) is fixedly connected with a reinforcing rod (10), and the surface of the reinforcing rod (10) is fixedly connected with the upper end of the inclined strut (11).
3. A wind resistant greenhouse skeletal structure according to claim 1, characterized in that: both ends at mounting panel (5) top are all fixedly connected with reinforcing plate (6), the fixed surface of reinforcing plate (6) is connected with the lower extreme of pillar (1) surface.
4. A wind resistant greenhouse skeletal structure according to claim 1, characterized in that: the middle ends of two sides of the outer surface of the support column (1) are fixedly connected with inclined steel ropes (2), the bottoms of the inclined steel ropes (2) are fixedly connected with vertical rods (3), and the bottoms of the vertical rods (3) are fixedly connected with embedded blocks (4).
5. A wind resistant greenhouse skeletal structure according to claim 1, characterized in that: the embedded piles (8) are fixedly connected to the periphery of the bottom of the base (7), and the embedded piles (8) are cylindrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323361188.6U CN221203502U (en) | 2023-12-09 | 2023-12-09 | Greenhouse skeleton texture of anti-wind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323361188.6U CN221203502U (en) | 2023-12-09 | 2023-12-09 | Greenhouse skeleton texture of anti-wind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221203502U true CN221203502U (en) | 2024-06-25 |
Family
ID=91570991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323361188.6U Active CN221203502U (en) | 2023-12-09 | 2023-12-09 | Greenhouse skeleton texture of anti-wind |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221203502U (en) |
-
2023
- 2023-12-09 CN CN202323361188.6U patent/CN221203502U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN221203502U (en) | Greenhouse skeleton texture of anti-wind | |
| CN111335679A (en) | Assembled heat-insulation type steel bar processing plant and construction method thereof | |
| CN216380315U (en) | Platform canopy construction supporting structure | |
| CN216713950U (en) | Steel construction assembled supports bed-jig | |
| CN212201451U (en) | Assembled heat-insulation type steel bar processing factory | |
| CN212866332U (en) | Steel construction factory building | |
| CN210086921U (en) | Prestressed cable net steel cooling tower | |
| CN210561586U (en) | Landscape plank road | |
| CN111527937A (en) | Wind-resistant steel constructs big-arch shelter | |
| CN207322051U (en) | A kind of mobile landscape platform | |
| CN111395822A (en) | Wind and rain shed | |
| CN210395634U (en) | House building steel frame construction | |
| CN215631905U (en) | Silo storehouse top template strutting arrangement | |
| CN217028024U (en) | High-rise embracing column wall connecting piece | |
| CN214206570U (en) | Steel construction big-arch shelter | |
| CN214786298U (en) | Light-duty assembled aluminum alloy steel bar shed and steel bar shed group | |
| CN219826024U (en) | Scaffold structure easy to build | |
| CN217204883U (en) | Steel construction anti-wind roof beam | |
| CN219719247U (en) | Easy-to-assemble steel frame type sunlight greenhouse | |
| CN213572372U (en) | Anti-deformation steel member for building construction | |
| CN215368967U (en) | Temporary reinforcing steel bar processing shed | |
| CN220599110U (en) | Movable bridge type operation platform | |
| CN215631510U (en) | Steel construction canopy construction platform | |
| CN210685313U (en) | Safe convenient house steel connection structure | |
| CN217500293U (en) | Prefabricated square pile and photovoltaic support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |