CN201403373Y - Big-arch shelter for resisting typhoon - Google Patents
Big-arch shelter for resisting typhoon Download PDFInfo
- Publication number
- CN201403373Y CN201403373Y CN2009201521176U CN200920152117U CN201403373Y CN 201403373 Y CN201403373 Y CN 201403373Y CN 2009201521176 U CN2009201521176 U CN 2009201521176U CN 200920152117 U CN200920152117 U CN 200920152117U CN 201403373 Y CN201403373 Y CN 201403373Y
- Authority
- CN
- China
- Prior art keywords
- typhoon
- skeleton
- big
- booth
- arch shelter
- 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.)
- Expired - Fee Related
Links
Images
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 relates to a big-arch shelter for planting crops, in particular to a big-arch shelter for resisting typhoon, which is formed by elastic skeletons and rigid skeletons, and includes aframe work fixed on a base and a plastic film shielding the skeletons. The big-arch shelter is characterized in that the framework is formed by arc-shaped rigid skeletons and elastic skeletons which are arranged at intervals. The arc radius of each elastic skeleton is larger than the arc radius of each rigid skeleton. The big-arch shelter has the advantages of simple structure, low price, good typhoon-resistant performance, and suitability for vast rural areas in typhoon areas.
Description
Technical field
The utility model relates to a kind of booth of planting crops, particularly a kind of by elastic skeleton and rigid backbone constitute Anti-Typhoon booth.
Background technology
The existing big booth structure that is used to plant all is to make skeleton with materials such as steel pipe or plastic tube or fiberglass, covers plastic film on skeleton.The coastal typhoon region in south, typhoon one come all booths all can wind to fall, and cause very big economic loss to the peasant.
Existing solution is many sets about from the intensity that improve skeleton, provides a kind of big-canopy framework as 98122863.1 patents of invention, and it is sun-proof for solving, gain in strength, life-saving is developed.It comprises hollow steel pipe, it is characterized in that described hollow steel pipe outer surface is surrounded by plastic layer, is filled with basic thing in the hollow steel pipe simultaneously.Advantages such as this big-canopy framework has low cost of manufacture, saves ferrous materials, the resistance to compression rated wind velocity is big, sun-proof are promoted the use of in the suitable agricultural production.The method that is used in filling base thing in the steel pipe strengthens frame strength, improves wind loading rating.
The truss structure that adopts double-layer pipe is also arranged, a kind of novel Greenhouse without column steel skeleton as 02268852.8 patent disclosure, be applicable to kind, support three-dimensional running, structure comprises upper beam, underbeam, the flower reinforcing bar, needle beam, cross bearer, steel strand bending screw card, compositions such as Spring Card, it is characterized in that being welded as a whole with the flower reinforcing bar between upper beam and the underbeam, on steel skeleton two bottoms are, underbeam and flower reinforcing bar be the column single lever-type footing of preface formation gradually, the upper beam top is with Spring Card and the huge cross bearer that is connected between steel skeleton that fastens, there are a plurality of steel strand bending screws to fasten the needle beam that is connected between steel skeleton on the upper beam of its bottom, upper beam top heavy grade, this has novel, reasonable in design, make simply, corrosion-resistant, resistance to compression, tension, wind resistance snow, 150 kilograms of every square metre of load-bearing, the daylighting rate is existing to be improved more than 3 degree, and service life, 15-20 and removablely installed again, but mechanized operation in the canopy has higher utility and promotional value.
Yet, facts have proved to rely on the method that improves structural strength can not effectively solve the problem of being blown down, and cost improved by typhoon.
How a kind of cheap Anti-Typhoon booth is provided is a long-term unsolved difficult problem of agricultural booth production industry.
Summary of the invention
Technical problem to be solved in the utility model is, at the above-mentioned deficiency of prior art, and provide a kind of by elastic skeleton and rigid backbone constitute Anti-Typhoon booth.
Anti-Typhoon booth provided by the utility model is realized by following technical scheme.
A kind of Anti-Typhoon booth comprises the skeleton that is fixed on the basis and covers the plastic foil that overlays on the skeleton, it is characterized in that described skeleton is to be made of spaced rigid backbone of circular arc and elastic skeleton.And the arc radius of described elastic skeleton is greater than described rigid backbone arc radius.
Except that above-mentioned essential features, in specific implementation process, also can replenish following technology contents.
Described Anti-Typhoon booth is characterized in that described basis is a concrete pedestal, and the two ends of described rigid backbone are fixed on the described concrete pedestal.
Described Anti-Typhoon booth is characterized in that described concrete pedestal is a formula concrete pedestal or frame concrete pedestal.
Described Anti-Typhoon booth is characterized in that described rigid backbone is to be bent by steel pipe or shaped steel to form.
Described Anti-Typhoon booth is characterized in that described elastic skeleton is bent by mao bamboon to form that two ends are inserted in the earth deeply; Or described elastic skeleton is to be bent by the elasticity band steel to form, and two ends are fixed on the described basis.
Advantage of the present utility model is:
Adopt spaced rigid backbone of circular arc and elastic skeleton, and the arc radius of described elastic skeleton is greater than described rigid backbone, constitute rugged booth, and the two ends of described rigid backbone are fixed on the cement pedestal on the ground of both sides, in the deep insertion ground, the two ends of elastic skeleton.Wind is beaten on booth, and elastic skeleton is gone down by blast, bears certain wind-force generation strain, and the rigid backbone of at this moment hanging down any has just propped up the pressure of wind.The pressure of wind has had buffering, and the pressure that acts on the rigid backbone reduces much relatively, therefore can not fall.
The utility model skeleton structure is simple, cheap, is fit to the vast rural area of typhoon region and uses.
For architectural feature of the present utility model and effect thereof are had further understanding, enumerate specific embodiment now and be described with reference to the accompanying drawings as follows.
Description of drawings
Fig. 1 is the utility model big-canopy framework structural representation.
Embodiment
As shown in Figure 1, a kind of Anti-Typhoon booth provided by the utility model comprises the skeleton that is fixed on the basis, ground 1 and covers the plastic foil that overlays on the skeleton that wherein said skeleton is to be made of spaced rigid backbone 2 of circular arc and elastic skeleton 3.And the arc radius of described elastic skeleton 3 is greater than the arc radius of described rigid backbone 2.
Described basis is a concrete pedestal, and the two ends of described rigid backbone are fixed on the described concrete pedestal.Described concrete pedestal is a formula concrete pedestal or frame concrete pedestal.
Described rigid backbone is to be bent by steel pipe or shaped steel to form.
Described elastic skeleton is bent by mao bamboon and forms, and two ends are inserted in the earth deeply; Or described elastic skeleton is to be bent by the elasticity band steel to form, and two ends are fixed on the concrete pedestal.
All there is typhoon every year in the coastal areas of southern China area, typhoon one, all booths all can be fallen by wind, analyzing its reason is the existing booth of all making with tube material, do not have elasticity when wind is beaten on booth, and steel pipe radian size all is consistent, booth does not have the leeway of buffering to the especially big thrust of wind, so most booths have all fallen under typhoon pressure.
The utility model is made big-canopy framework with steel pipe (rigid backbone) and mao bamboon (elastic skeleton) collocation.Steel pipe and mao bamboon are alternate, and are uneven, and mao bamboon is higher than steel pipe, and wind is beaten on booth, and mao bamboon is flexible, are gone down by blast, and the steel pipe that at this moment hangs down any has just propped up the pressure of wind.The pressure of wind has had buffering, and the pressure that is applied on the steel pipe is little, so can not fall.The two ends of steel pipe are to be fixed on the cement seat on the ground of both sides.The two ends of mao bamboon are in the deep insertion ground.Simple in structure.
Claims (5)
1, a kind of Anti-Typhoon booth, comprise the skeleton that is fixed on the basis and cover the plastic foil that overlays on the skeleton, it is characterized in that described skeleton is to be made of spaced rigid backbone of circular arc and elastic skeleton, and the arc radius of described elastic skeleton is greater than described rigid backbone arc radius.
2, Anti-Typhoon booth according to claim 1 is characterized in that described basis is a concrete pedestal, and the two ends of described rigid backbone are fixed on the described concrete pedestal.
3, Anti-Typhoon booth according to claim 2 is characterized in that described concrete pedestal is a formula concrete pedestal or frame concrete pedestal.
4, Anti-Typhoon booth according to claim 1 is characterized in that described rigid backbone is to be bent by steel pipe or shaped steel to form.
5, Anti-Typhoon booth according to claim 1 is characterized in that described elastic skeleton is bent by mao bamboon to form that two ends are inserted in the earth deeply; Or described elastic skeleton is to be bent by the elasticity band steel to form, and two ends are fixed on the described basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201521176U CN201403373Y (en) | 2009-04-24 | 2009-04-24 | Big-arch shelter for resisting typhoon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201521176U CN201403373Y (en) | 2009-04-24 | 2009-04-24 | Big-arch shelter for resisting typhoon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201403373Y true CN201403373Y (en) | 2010-02-17 |
Family
ID=41674288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201521176U Expired - Fee Related CN201403373Y (en) | 2009-04-24 | 2009-04-24 | Big-arch shelter for resisting typhoon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201403373Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343625A (en) * | 2013-05-10 | 2013-10-09 | 长兴泗安科林植保专业合作社 | Method for constructing anti-typhoon greenhouse |
| CN104488597A (en) * | 2014-10-31 | 2015-04-08 | 溧阳市天目湖大紫王葡萄专业合作社 | Grape planting greenhouse system with adjustable openings and its application method |
-
2009
- 2009-04-24 CN CN2009201521176U patent/CN201403373Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343625A (en) * | 2013-05-10 | 2013-10-09 | 长兴泗安科林植保专业合作社 | Method for constructing anti-typhoon greenhouse |
| CN104770245A (en) * | 2013-05-10 | 2015-07-15 | 长兴泗安科林植保专业合作社 | Spliced structure for typhoon-resistant greenhouse base |
| CN104488597A (en) * | 2014-10-31 | 2015-04-08 | 溧阳市天目湖大紫王葡萄专业合作社 | Grape planting greenhouse system with adjustable openings and its application method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201135056Y (en) | Green vegetables, fruits shed | |
| CN201403373Y (en) | Big-arch shelter for resisting typhoon | |
| CN2888855Y (en) | Assembled sunlight green house | |
| CN1813516A (en) | Assembled daylight greenhouse | |
| CN200952201Y (en) | Internal prestress space pipe truss four-point supporting large-span flat net shell house roof | |
| CN2809102Y (en) | Car parking roof using climbing vine | |
| CN201781823U (en) | Extensible plastic glasshouse shed | |
| CN2554230Y (en) | Screw anchor | |
| CN103882910A (en) | Combined type rain water storing device and assembling method thereof | |
| CN104047428A (en) | Method for enhancing ductility of high-strength concrete pier stud | |
| CN205171586U (en) | Roof greening rainwater utilizes system based on transpiration effect | |
| CN2554918Y (en) | Columnless greenhouse steel frame | |
| CN102027865A (en) | Environmental protection energy-saving type combined greenhouse | |
| CN201595043U (en) | Large-span greenhouse shed | |
| CN205511204U (en) | Novel resistance to compression greenhouse skeleton structure | |
| CN2399922Y (en) | Glass fibre reinforced plastic support for sunlight greenhouse | |
| CN201462219U (en) | Steel reinforced drain pipe of dual-hollow structure wall | |
| CN201911111U (en) | Environmentally-friendly energy-saving type combined warmhouse booth | |
| CN203015542U (en) | Sealing structure for roof and sidewall of greenhouse | |
| CN2934440Y (en) | Fast drain plate | |
| CN2937298Y (en) | Double upper edge steel roof truss | |
| CN103104060A (en) | Greenhouse roof and lateral wall seal structure | |
| CN203891361U (en) | End gutter safety measure connecting piece system | |
| CN203393738U (en) | Electric pole fixing structure free of stay wire and fixing foundation | |
| CN103688700A (en) | Desert control method and device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100217 Termination date: 20110424 |