CN103343625A - Method for constructing anti-typhoon greenhouse - Google Patents
Method for constructing anti-typhoon greenhouse Download PDFInfo
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- CN103343625A CN103343625A CN2013101752260A CN201310175226A CN103343625A CN 103343625 A CN103343625 A CN 103343625A CN 2013101752260 A CN2013101752260 A CN 2013101752260A CN 201310175226 A CN201310175226 A CN 201310175226A CN 103343625 A CN103343625 A CN 103343625A
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- typhoon
- booth
- cement pre
- greenhouse
- fabricated panel
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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
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a method for constructing an anti-typhoon greenhouse. The method comprises the steps: firstly a greenhouse base is installed, the greenhouse base is formed by concrete prefabricated slabs in a splicing mode, the concrete prefabricated slabs are in long strip shapes, and a plurality of evenly-spaced preformed holes are formed in the length directions of the concrete prefabricated slabs; then, load-bearing rods of the greenhouse are installed, and the bottom ends of the load-bearing rods of the greenhouse are inserted into the preformed holes and are in wedge caulking through wedges. Compared with a traditional method for constructing the greenhouse, the method for constructing the anti-typhoon greenhouse has the advantages that due to the fact that the greenhouse base is formed by the concrete prefabricated slabs in the splicing mode, the weight of the concrete prefabricated slabs is quite heavy, the formed base can ensure that the greenhouse has stronger anti-typhoon capacity after the load-bearing rods are inserted into the preformed holes, the material cost for manufacturing one concrete prefabricated slab is quite small, the concrete prefabricated slabs are easily obtained, and therefore the method has excellent economical performance and popularization prospects.
Description
Technical field
The present invention relates to a kind of job practices of planting the crops booth, what be specifically related to is a kind of mounting method of Anti-Typhoon booth.
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 inadequately, and how to promote a kind of Anti-Typhoon booth cheap and that be easy to Fast Installation dismounting be that of agricultural booth production industry fails the difficult problem that effectively solves for a long time.
Summary of the invention
The technical issues that need to address of the present invention are that a kind of job practices that possesses strong wind loading rating, makes things convenient for installing/dismounting, the economic Anti-Typhoon booth of easily promoting is provided.
Technical scheme of the present invention is: a kind of job practices of Anti-Typhoon booth, at first, the booth base is installed, described booth base uses cement pre-fabricated panel to be spliced, described cement pre-fabricated panel is strip, is provided with some equally spaced preformed holes at the cement pre-fabricated panel length direction; Then, the bearing bar of booth is installed, the bearing bar bottom of booth is inserted also use the chock wedging in the 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, and the protuberance of correspondence overlapped when adjacent two cement pre-fabricated panels spliced.
Preferably, it is the concreting of C30 that described cement pre-fabricated panel adopts strength grade, in to establish 4 diameters that extend along the cement pre-fabricated panel length direction be the reinforcing bar of 2-6 millimeter, reinforcing bar two is done the bending of " U " type and is handled.
Preferably, described cement pre-fabricated panel is embedded in the earth.
Preferably, described protuberance has connecting hole, and described connecting hole is consistent with the preformed hole pore size.
Preferably, described adjacent two cement pre-fabricated panels connecting hole center in the vertical direction on the corresponding protuberance when splicing is overlapping, and dowel passes connecting hole and inserts in the earth the cement pre-fabricated panel grappling.
Preferably, described breach evenly distributes around preformed hole.
After adopting technique scheme, the present invention has following advantage:
Compare with the job practices of traditional in the past booth, after adopting after the job practices of Anti-Typhoon booth of the present invention, because this booth base adopts the splicing of polylith cement pre-fabricated panel, the weight of cement pre-fabricated panel is very big, the base that forms can guarantee to make booth possess stronger wind loading rating after inserting bearing bar in the preformed hole, 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 that block-by-block splicing then is so have good flexibility and operability according to the length that reality is planted land used.Preformed hole on this cement pre-fabricated panel all adopts consistent aperture with connecting hole, when mounted cement pre-fabricated panel is joined in twos and just can obtain the base of booth, therefore also obtained good versatility, 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 after underground still under the not enough situation in that bearing bar is 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 Anti-Typhoon booth base of the present invention.
Description of drawings
Accompanying drawing 2 is looked schematic diagram for the master of the cement pre-fabricated panel of the Anti-Typhoon booth base of the present invention;
Accompanying drawing 3 is the preformed hole on the cement pre-fabricated panel of the Anti-Typhoon booth base of the present invention 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.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present invention is described further:
As Fig. 1, Fig. 2, shown in Figure 3, the base 4 of the Anti-Typhoon booth of present embodiment comprises cement pre-fabricated panel 1, cement pre-fabricated panel is strip, be provided with some equally spaced preformed holes 10 in the longitudinal direction, 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 are each other generally controlled 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 the breach 11 of symmetry 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 bigger extrusion stress to be provided, chock 3 can be gathered materials on the spot according to actual conditions, such as bamboo bar, branch etc.When cement pre-fabricated panel 1 is assembled into base 4, can determine the consumption of cement pre-fabricated panel 1 according to actual land used length.Comprise the metal material that rubble and the reinforcing bar isodensity of four diameters about 1 centimetre are bigger in the constituent of described cement pre-fabricated panel 1, be conducive to strengthen the Anti-Typhoon booth base of the present invention wind resistance in actual use like this.
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.
As Fig. 1, shown in Figure 2, job practices when the Anti-Typhoon booth of present embodiment is installed at first is that booth base 4 is installed, described booth base 4 is by polylith cement pre-fabricated panel 1 end to end forming, the protuberance 12 of every cement pre-fabricated panel 1 cooperates with protuberance 12 on corresponding another piece cement pre-fabricated panel 1, make on two cement pre-fabricated panels 1 connecting hole 13 center-aligned of protuberance 12 separately, the bearing bar 2 of some preformed hole 10 usefulness booth inserts wherein and directly to go in the earth on the base 4 of the booth after being assembled into, remaining connecting hole 13 usefulness dowel interts wherein and gos deep into earth with base 4 grapplings, wedging chock 3 also more is conducive to dismounting to obtain better stability in the breach 11 of preformed hole 10 and connecting hole 13 at last.
Below only be described with regard to the preferable example of the present invention, but can not be interpreted as it is limitations on claims.The present invention not only limits to and above example, and its concrete structure allows to change, and those skilled in the art can make various changes and distortion according to the present invention, only otherwise break away from spirit of the present invention, all should belong to the defined scope of claims of the present invention.
Claims (8)
1. the job practices of an Anti-Typhoon booth, it is characterized in that: at first, booth base (4) is installed, described booth base (4) uses cement pre-fabricated panel (1) to be spliced, described cement pre-fabricated panel (1) is strip, is provided with some equally spaced preformed holes (10) at cement pre-fabricated panel (1) length direction; Then, the bearing bar (2) of booth is installed, bearing bar (2) bottom of booth is inserted in the preformed hole (10) also with chock (3) wedging.
2. the job practices of Anti-Typhoon booth 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. the job practices of Anti-Typhoon booth according to claim 2, it is characterized in that: described cement pre-fabricated panel (1) two ends are step-like protuberance (12), and the protuberance (12) of correspondence overlaps during adjacent two cement pre-fabricated panels (1) splicing.
4. the job practices of Anti-Typhoon booth according to claim 3, it is characterized in that: it is the concreting of C30 that described cement pre-fabricated panel (1) adopts strength grade, in to establish 4 diameters that extend along cement pre-fabricated panel (1) length direction be the reinforcing bar of 2-6 millimeter, reinforcing bar two is done the bending of " U " type and is handled.
5. the job practices of Anti-Typhoon booth according to claim 4, it is characterized in that: described cement pre-fabricated panel (1) is embedded in the earth.
6. the job practices of Anti-Typhoon booth according to claim 5, 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.
7. the job practices of Anti-Typhoon booth according to claim 6, it is characterized in that: described adjacent two cement pre-fabricated panels (1) connecting hole (13) center in the vertical direction on the corresponding protuberance (12) when splicing is overlapping, and dowel passes connecting hole (13) and inserts in the earth cement pre-fabricated panel (1) grappling.
8. the job practices of Anti-Typhoon booth according to claim 6 is characterized in that: described breach (11) evenly distributes on every side at preformed hole (10).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101752260A CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
| CN201510142533.8A CN104770245A (en) | 2013-05-10 | 2013-05-10 | Spliced structure for typhoon-resistant greenhouse base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101752260A CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510142533.8A Division CN104770245A (en) | 2013-05-10 | 2013-05-10 | Spliced structure for typhoon-resistant greenhouse base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103343625A true CN103343625A (en) | 2013-10-09 |
Family
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Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510142533.8A Pending CN104770245A (en) | 2013-05-10 | 2013-05-10 | Spliced structure for typhoon-resistant greenhouse base |
| CN2013101752260A Pending CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510142533.8A Pending CN104770245A (en) | 2013-05-10 | 2013-05-10 | Spliced structure for typhoon-resistant greenhouse base |
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| CN (2) | CN104770245A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112075266A (en) * | 2020-09-24 | 2020-12-15 | 高彦军 | Cable membrane greenhouse structure with rapid building process |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524149B (en) * | 2017-07-31 | 2020-02-11 | 北方工业大学 | Assembled soil nailing wall and construction and dismantling method thereof |
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|---|---|---|---|---|
| CN2325984Y (en) * | 1998-04-15 | 1999-06-30 | 何维银 | Moveable two-house two-film-layer day-light greenhouse capable of disassembling |
| JP2003061481A (en) * | 2001-08-22 | 2003-03-04 | Dohoku Sansai Center:Kk | Agricultural transportable greenhouse, method for use thereof and movement method |
| CN201051811Y (en) * | 2007-06-07 | 2008-04-30 | 范杰 | Non-column bamboo quality shed keel frame |
| CN201403373Y (en) * | 2009-04-24 | 2010-02-17 | 张征 | Big-arch shelter for resisting typhoon |
| CN201518629U (en) * | 2009-09-30 | 2010-07-07 | 杨凤先 | Environment-friendly anti-aging double-heat-insulating greenhouse |
| CN103053362A (en) * | 2013-01-15 | 2013-04-24 | 桐乡丰恺园艺有限公司 | Agricultural single greenhouse and putting up method thereof |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001112355A (en) * | 1999-10-20 | 2001-04-24 | Shuji Matsuoka | Tent house |
| CN101416600B (en) * | 2008-12-15 | 2010-12-22 | 中国建筑股份有限公司 | Solar energy tree cap and production method thereof |
| CN101775815B (en) * | 2010-01-21 | 2011-07-20 | 浙江省交通规划设计研究院 | Greening soil blocking component and installation method thereof |
| CN201648897U (en) * | 2010-02-10 | 2010-11-24 | 茅金声 | Base available for mutual linking and lapping |
-
2013
- 2013-05-10 CN CN201510142533.8A patent/CN104770245A/en active Pending
- 2013-05-10 CN CN2013101752260A patent/CN103343625A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2325984Y (en) * | 1998-04-15 | 1999-06-30 | 何维银 | Moveable two-house two-film-layer day-light greenhouse capable of disassembling |
| JP2003061481A (en) * | 2001-08-22 | 2003-03-04 | Dohoku Sansai Center:Kk | Agricultural transportable greenhouse, method for use thereof and movement method |
| CN201051811Y (en) * | 2007-06-07 | 2008-04-30 | 范杰 | Non-column bamboo quality shed keel frame |
| CN201403373Y (en) * | 2009-04-24 | 2010-02-17 | 张征 | Big-arch shelter for resisting typhoon |
| CN201518629U (en) * | 2009-09-30 | 2010-07-07 | 杨凤先 | Environment-friendly anti-aging double-heat-insulating greenhouse |
| CN103053362A (en) * | 2013-01-15 | 2013-04-24 | 桐乡丰恺园艺有限公司 | Agricultural single greenhouse and putting up method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112075266A (en) * | 2020-09-24 | 2020-12-15 | 高彦军 | Cable membrane greenhouse structure with rapid building process |
| CN112075266B (en) * | 2020-09-24 | 2022-07-12 | 山西清露金华节能科技有限公司 | Cable membrane greenhouse structure with rapid building process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104770245A (en) | 2015-07-15 |
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Application publication date: 20131009 |