CN203243754U - Anti-typhoon greenhouse base - Google Patents
Anti-typhoon greenhouse base Download PDFInfo
- Publication number
- CN203243754U CN203243754U CN2013202595440U CN201320259544U CN203243754U CN 203243754 U CN203243754 U CN 203243754U CN 2013202595440 U CN2013202595440 U CN 2013202595440U CN 201320259544 U CN201320259544 U CN 201320259544U CN 203243754 U CN203243754 U CN 203243754U
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- China
- Prior art keywords
- cement pre
- typhoon
- greenhouse
- base
- big
- 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
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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
- 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
Abstract
The utility model discloses an anti-typhoon greenhouse base which comprises cement pre-cast slabs. The cement pre-cast slabs are in long strip shapes. A plurality of preformed holes at equal intervals are formed in the length direction of each cement pre-cast slab. Bearing bars of a greenhouse are inserted into the preformed holes. A wedge is arranged in each preformed hole. Compared with an original traditional greenhouse, the greenhouse with the anti-typhoon greenhouse base has the advantages that after the anti-typhoon greenhouse base is adopted, due to the fact that the cement pre-cast slabs are adopted in the greenhouse base and the weight of the cement pre-cast slabs is quite heavy, after the bearing bars are inserted into the preformed holes in the cement pre-cast slabs, the greenhouse has high anti-typhoon capacity. The cost of materials for manufacturing one cement pre-cast slab is small, the materials can be easily obtained, and therefore the anti-typhoon greenhouse base has excellent economical efficiency and wide popularized prospects.
Description
Technical field
The utility model relates to a kind of assembly of booth of Planting Crops, and what be specifically related to is a kind of Anti-Typhoon booth base.
Background technology
Bring massive losses usually for plantation peasant household in the typhoon season in coastal cities every year, generally all be because according to traditional booth building method, directly bearing bar is inserted in the soil or bearing bar is coiled knot mutually and form an integral body, facts have proved that these fixed forms are all firm not, and how to promote a kind of cheap big-arch shelter for resisting typhoon also be that of agricultural booth production industry fails the difficult problem that effectively solves for a long time.
The utility model content
The utility model technical issues that need to address are that a kind of possess stronger wind loading rating, the economic big-arch shelter for resisting typhoon base of easily promoting are provided.
The technical solution of the utility model is: a kind of big-arch shelter for resisting typhoon base, comprise cement pre-fabricated panel, described cement pre-fabricated panel is strip, is provided with some equally spaced preformed holes at the cement pre-fabricated panel length direction, the bearing bar of booth inserts in the preformed hole, is provided with chock in the described preformed hole.
Preferably, the breach that described preformed hole is opened up outside having around inner ring, chock inserts described breach jam-packed bearing bar.
Preferably, described cement pre-fabricated panel two ends are step-like protuberance.
Preferably, described protuberance has connecting hole, and described connecting hole is consistent with the preformed hole pore size.
Preferably, described breach evenly distributes around preformed hole.
After adopting technique scheme, the utlity model has following advantage:
Compare with in the past traditional booth, after adopting big-arch shelter for resisting typhoon base of the present utility model, because this booth base adopts cement pre-fabricated panel, the weight of cement pre-fabricated panel is very large, after in the preformed hole that bearing bar is inserted on the cement pre-fabricated panel, possess stronger wind loading rating, and it is very little to make the material cost of a cement pre-fabricated panel, can obtain easily, thereby possess excellent economy and promotion prospect.Because the two ends of cement pre-fabricated panel are set to stairstepping, the structure of every cement pre-fabricated panel is identical, so the last length of booth base can determine according to the length that reality is planted land used, then block-by-block splicing is so have good flexibility and operability.Preformed hole on this cement pre-fabricated panel all adopts consistent aperture with connecting hole, therefore also obtained preferably replaceability, and the design that preformed hole and connecting hole are opened up breach outside adopting around the hole, in order to occur wind loading rating or not enough after underground in the situation that bearing bar inserted by preformed hole or connecting hole, chock can be inserted breach jam-packed bearing bar and preformed hole and connecting hole, compress the space that shakes of bearing bar, further improved the stability of the utility model big-arch shelter for resisting typhoon base.
Description of drawings
Accompanying drawing 2 is looked schematic diagram for the master of the cement pre-fabricated panel of the utility model big-arch shelter for resisting typhoon base;
Accompanying drawing 3 is preformed hole on the cement pre-fabricated panel of the utility model big-arch shelter for resisting typhoon base and the details enlarged drawing of connecting hole.
Shown in the figure, 1, cement pre-fabricated panel, 10, preformed hole, 11, breach, 12, protuberance, 13, connecting hole, 2, bearing bar, 3, chock, 4, base.
Embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described further:
Such as Fig. 1, Fig. 2, shown in Figure 3, the big-arch shelter for resisting typhoon base of the present embodiment comprises cement pre-fabricated panel 1, cement pre-fabricated panel is strip, be provided with in the longitudinal direction some equally spaced preformed holes 10, the two ends of cement pre-fabricated panel 1 are provided with step-like protuberance 12, have connecting hole 13 on the protuberance 12, preformed hole 10, connecting hole 13 spacing general control each other is at 50CM-100CM.Described preformed hole 10 is consistent with connecting hole 13 pore sizes, run through cement pre-fabricated panel 1, and open up symmetrical breach 11 outside around the hole, after the bearing bar 2 with booth inserts in preformed hole 10 or the connecting hole 13, chock 3 together inserts in the breach 11, so that larger extrusion stress to be provided, chock 3 can be gathered materials on the spot according to actual conditions, such as bamboo cane, branch etc.When cement pre-fabricated panel 1 is assembled into base 4, can determine according to actual land used length the consumption of cement pre-fabricated panel 1.Comprise the metal material that rubble and the reinforcing bar isodensity of four diameters about 0.4 are larger in the constituent of described cement pre-fabricated panel 1, be conducive to like this strengthen the utility model big-arch shelter for resisting typhoon base wind resistance in actual use.
As shown in Figure 2, it is the concreting of C30 that cement pre-fabricated panel 1 adopts strength grade, in establish the reinforcing bar of 4 diameter 2-6 millimeters, the processing of " U " type folding is done in order to the outer tension force of reinforcing steel bar in default reinforcing bar two, four corner ribs of cement pre-fabricated panel 1 are made the chamfering grinding process, prevent the too sharp-pointed plastic sheeting for farm use that consequently hurts.Preformed hole 10 is 2.7 centimetres circular port for diameter, and the diameter of bearing bar 2 is 2.2 centimetres, and when typhoon was attacked, chock 3 heads that hit with a hammer can easily take off chock 3 at ordinary times with jam-packed bearing bar 2, and installing/dismounting is comparatively convenient.
Below only be described with regard to the better example of the utility model, but can not be interpreted as it is limitations on claims.The utility model not only limits to and above example, its concrete structure allows to change, but breach 11 shape triangles as described etc. are conducive to push the structure that stability is improved in the space more, those skilled in the art can make various changes and distortion according to the utility model, only otherwise break away from spirit of the present utility model, all should belong to the defined scope of the utility model claims.
Claims (5)
1. big-arch shelter for resisting typhoon base, comprise cement pre-fabricated panel (1), it is characterized in that: described cement pre-fabricated panel (1) is strip, be provided with some equally spaced preformed holes (10) at cement pre-fabricated panel (1) length direction, the bearing bar of booth (2) inserts in the preformed hole (10), is provided with chock (3) in the described preformed hole.
2. big-arch shelter for resisting typhoon base according to claim 1 is characterized in that: the breach (11) that described preformed hole (10) is opened up outside having around inner ring, chock (3) inserts described breach (11) jam-packed bearing bar (2).
3. big-arch shelter for resisting typhoon base according to claim 2, it is characterized in that: described cement pre-fabricated panel (1) two ends are step-like protuberance (12).
4. big-arch shelter for resisting typhoon base according to claim 3, it is characterized in that: described protuberance (12) has connecting hole (13), and described connecting hole (13) is consistent with preformed hole (10) pore size.
5. big-arch shelter for resisting typhoon base according to claim 4 is characterized in that: described breach (11) evenly distributes on every side at preformed hole (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202595440U CN203243754U (en) | 2013-05-10 | 2013-05-10 | Anti-typhoon greenhouse base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202595440U CN203243754U (en) | 2013-05-10 | 2013-05-10 | Anti-typhoon greenhouse base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203243754U true CN203243754U (en) | 2013-10-23 |
Family
ID=49370234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202595440U Expired - Fee Related CN203243754U (en) | 2013-05-10 | 2013-05-10 | Anti-typhoon greenhouse base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203243754U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103329755A (en) * | 2013-05-10 | 2013-10-02 | 长兴泗安科林植保专业合作社 | Typhoon resistant greenhouse base |
-
2013
- 2013-05-10 CN CN2013202595440U patent/CN203243754U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103329755A (en) * | 2013-05-10 | 2013-10-02 | 长兴泗安科林植保专业合作社 | Typhoon resistant greenhouse base |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131023 Termination date: 20150510 |
|
| EXPY | Termination of patent right or utility model |