CN104770245A - Spliced structure for typhoon-resistant greenhouse base - Google Patents
Spliced structure for typhoon-resistant greenhouse base Download PDFInfo
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- CN104770245A CN104770245A CN201510142533.8A CN201510142533A CN104770245A CN 104770245 A CN104770245 A CN 104770245A CN 201510142533 A CN201510142533 A CN 201510142533A CN 104770245 A CN104770245 A CN 104770245A
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- China
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- cement pre
- base
- fabricated panel
- cement precast
- typhoon
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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 invention discloses a spliced structure for a typhoon-resistant greenhouse base. According to the spliced structure, the greenhouse base is formed through splicing cement precast slabs, the cement precast slabs are long-strip-shaped, the two ends of each cement precast slab are of step-shaped protruding parts, and corresponding protruding parts are lapped together when every two adjacent cement precast slabs are spliced; the greenhouse base is formed through splicing the cement precast slabs, and the weight of the cement precast slabs is heavy, so that a greenhouse can have relatively strong wind resistance due to the formed base after load bearing rods are inserted into reserved holes; a material for fabricating a cement precast slab is very low in cost and can be easily obtained, so that the spliced structure has excellent economical efficiency and popularization prospect; the two ends of each cement precast slab are step-shaped, and all cement precast slabs are exactly the same in structure, so that the final length of the greenhouse base can be determined according to the length of actual planting land, then, the cement precast slabs are spliced one by one, and thus, the spliced structure has good flexibility and operability.
Description
Patent application of the present invention is the divisional application of invention and created name " a kind of construction method of big-arch shelter for resisting typhoon ", and the applying date of original application is on May 10th, 2013, and application number is 2013101752260.
Technical field
The present invention relates to the construction method that a kind is planted crop greenhouse, what be specifically related to is a kind of installation method of big-arch shelter for resisting typhoon.
Background technology
Bring massive losses usually in the typhoon season annual in coastal cities plantation peasant household, general is all due to traditionally booth building method, directly bearing bar is inserted in soil or by bearing bar and mutually coil knot formation entirety, facts have proved that these fixed forms are firm all not, and how to promote a kind of cheap and big-arch shelter for resisting typhoon being easy to Fast Installation dismounting be the difficult problem that of agricultural booth production industry fails effectively to solve for a long time.
Summary of the invention
The technical issues that need to address of the present invention are, provide a kind of and possess stronger wind loading rating, facilitate installing/dismounting, the economic typhoon resistant greenhouse base splicing construction easily promoted.
Technical scheme of the present invention is: a kind of typhoon resistant greenhouse base splicing construction, booth base uses cement pre-fabricated panel to be spliced, described cement pre-fabricated panel is strip, described cement pre-fabricated panel two ends are step-like protuberance, and during adjacent two pieces of cement pre-fabricated panels splicing, corresponding protuberance overlaps.
Preferably, described protuberance has connecting hole, and the connecting hole center in the vertical direction of described adjacent two pieces of cement pre-fabricated panels when splicing on corresponding protuberance is overlapping, and dowel inserts cement pre-fabricated panel grappling in earth through connecting hole.
Preferably, described cement pre-fabricated panel adopts strength grade to be the concreting of C30, and inside set 4 diameters extended along cement pre-fabricated panel length direction as the reinforcing bar of 2-6 millimeter, " U " type bending process is done at reinforcing bar two.
Preferably, described cement pre-fabricated panel is embedded in earth.
Because this booth base adopts the splicing of polylith cement pre-fabricated panel, the weight of cement pre-fabricated panel is very large, the base formed can ensure bearing bar inserting after in preformed hole, booth is made to possess stronger wind loading rating, and the material cost making one piece of cement pre-fabricated panel is very little, can obtain easily, thus possess excellent economy and promotion prospect.Because the two ends of cement pre-fabricated panel are set to stairstepping, the structure of every block cement pre-fabricated panel is identical, so the length that the last length of booth base can plant land used according to reality is determined, then block-by-block splicing, so have good flexibility and operability.Preformed hole on this cement pre-fabricated panel and connecting hole all adopt consistent aperture, when mounted cement pre-fabricated panel is connected between two and just can obtain the base of booth, therefore also obtain good versatility, and preformed hole and connecting hole adopt the design of opening up breach outside the surrounding of hole, so that when there is wind loading rating or deficiency after bearing bar is inserted underground by preformed hole or connecting hole, chock can be inserted breach jam-packed bearing bar and preformed hole and connecting hole, that compresses bearing bar shakes space, further increases the stability of typhoon resistant greenhouse base of the present invention.
Accompanying drawing explanation
Accompanying drawing 1 is typhoon resistant greenhouse base of the present invention using state schematic front view after assembling;
Accompanying drawing 2 is the schematic front view of the cement pre-fabricated panel of typhoon resistant greenhouse base of the present invention;
Accompanying drawing 3 is the details enlarged drawing of preformed hole on the cement pre-fabricated panel of typhoon resistant greenhouse base of the present invention and connecting hole.
Shown in 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, the specific embodiment of the present invention is described further:
As shown in Figure 1, Figure 2, Figure 3 shows, the base 4 of the big-arch shelter for resisting typhoon of the 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, protuberance 12 has connecting hole 13, preformed hole 10, connecting hole 13 spacing general control is each other at 50CM-100CM.Described preformed hole 10 is consistent with connecting hole 13 pore size, run through cement pre-fabricated panel 1, and at the outer breach 11 opening up symmetry of hole surrounding, the bearing bar 2 of booth is being inserted after in preformed hole 10 or connecting hole 13, chock 3 together inserts in breach 11, to provide larger extrusion stress, 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, the consumption of cement pre-fabricated panel 1 can be determined according to actual land used length.The constituent of described cement pre-fabricated panel 1 comprises rubble and four diameters at the larger metal material of the reinforcing bar isodensity of 1 cm, is conducive to like this strengthening typhoon resistant greenhouse base of the present invention wind resistance in actual use.
As shown in Figure 2, cement pre-fabricated panel 1 adopts strength grade to be the concreting of C30, inside establish the reinforcing bar of 4 diameter 2-6 millimeters, the outer tension force of " U " type folding process in order to reinforcing steel bar is made at the reinforcing bar two of presetting, four corner ribs of cement pre-fabricated panel 1 make chamfering grinding process, prevent too sharp-pointed so that hurt plastic sheeting for farm use.Preformed hole 10 for diameter be the circular port of 2.7 centimetres, the diameter of bearing bar 2 is 2.2 centimetres, and when typhoon is attacked, chock 3 head that hits with a hammer is with jam-packed bearing bar 2, and can easily take off chock 3 at ordinary times, installing/dismounting is more for convenience.
As Fig. 1, shown in Fig. 2, first construction method when installing the present embodiment big-arch shelter for resisting typhoon is install booth base 4, described booth base 4 forms by polylith cement pre-fabricated panel 1 is end to end, the protuberance 12 of every block cement pre-fabricated panel 1 coordinates with the protuberance 12 on another corresponding block cement pre-fabricated panel 1, alignd in connecting hole 13 center of respective protuberance 12 on two pieces of cement pre-fabricated panels 1, on the base 4 of the booth after being assembled into, some preformed hole 10 inserts wherein with the bearing bar 2 of booth and directly enters in earth, remaining connecting hole 13 interts wherein with dowel and gos deep into earth by base 4 grappling, finally in preformed hole 10 with the breach 11 of connecting hole 13, wedge chock 3 to obtain better stability, also dismounting is more conducive to.
Below only just the present invention preferably example be described, 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 change and distortion according to the present invention, only otherwise depart from spirit of the present invention, all should belong to the scope that claims of the present invention define.
Claims (4)
1. a typhoon resistant greenhouse base splicing construction, booth base uses cement pre-fabricated panel to be spliced, it is characterized in that: described cement pre-fabricated panel is strip, described cement pre-fabricated panel two ends are step-like protuberance, and during adjacent two pieces of cement pre-fabricated panels splicing, corresponding protuberance overlaps.
2. a kind of typhoon resistant greenhouse base splicing construction according to claim 1, it is characterized in that: described protuberance has connecting hole, the connecting hole center in the vertical direction of described adjacent two pieces of cement pre-fabricated panels when splicing on corresponding protuberance is overlapping, and dowel inserts cement pre-fabricated panel grappling in earth through connecting hole.
3. a kind of typhoon resistant greenhouse base splicing construction according to claim 1, it is characterized in that: described cement pre-fabricated panel adopts strength grade to be the concreting of C30, inside set 4 diameters extended along cement pre-fabricated panel length direction as the reinforcing bar of 2-6 millimeter, " U " type bending process is done at reinforcing bar two.
4. a kind of typhoon resistant greenhouse base splicing construction according to claim 1, is characterized in that: described cement pre-fabricated panel is embedded in earth.
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 Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101752260A Division CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104770245A true CN104770245A (en) | 2015-07-15 |
Family
ID=49278450
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101752260A Pending CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
| CN201510142533.8A Pending CN104770245A (en) | 2013-05-10 | 2013-05-10 | Spliced structure for typhoon-resistant greenhouse base |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101752260A Pending CN103343625A (en) | 2013-05-10 | 2013-05-10 | Method for constructing anti-typhoon greenhouse |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN103343625A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524149A (en) * | 2017-07-31 | 2017-12-29 | 北京市勘察设计研究院有限公司 | Assembled soil nailing wall and construction and dismantling method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (8)
| 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 |
| JP2001112355A (en) * | 1999-10-20 | 2001-04-24 | Shuji Matsuoka | Tent house |
| CN201051811Y (en) * | 2007-06-07 | 2008-04-30 | 范杰 | Non-column bamboo quality shed keel frame |
| CN101416600A (en) * | 2008-12-15 | 2009-04-29 | 中国建筑股份有限公司 | Solar energy tree cap and production method thereof |
| 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 |
| CN101775815A (en) * | 2010-01-21 | 2010-07-14 | 浙江省交通规划设计研究院第二设计部 | 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 |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003061481A (en) * | 2001-08-22 | 2003-03-04 | Dohoku Sansai Center:Kk | Agricultural transportable greenhouse, method for use thereof and movement method |
| CN103053362B (en) * | 2013-01-15 | 2014-06-11 | 桐乡丰恺园艺有限公司 | Agricultural single greenhouse and putting up method thereof |
-
2013
- 2013-05-10 CN CN2013101752260A patent/CN103343625A/en active Pending
- 2013-05-10 CN CN201510142533.8A patent/CN104770245A/en active Pending
Patent Citations (8)
| 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 |
| JP2001112355A (en) * | 1999-10-20 | 2001-04-24 | Shuji Matsuoka | Tent house |
| CN201051811Y (en) * | 2007-06-07 | 2008-04-30 | 范杰 | Non-column bamboo quality shed keel frame |
| CN101416600A (en) * | 2008-12-15 | 2009-04-29 | 中国建筑股份有限公司 | Solar energy tree cap and production method thereof |
| 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 |
| CN101775815A (en) * | 2010-01-21 | 2010-07-14 | 浙江省交通规划设计研究院第二设计部 | 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524149A (en) * | 2017-07-31 | 2017-12-29 | 北京市勘察设计研究院有限公司 | Assembled soil nailing wall and construction and dismantling method thereof |
| CN107524149B (en) * | 2017-07-31 | 2020-02-11 | 北方工业大学 | Assembled soil nailing wall and construction and dismantling method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103343625A (en) | 2013-10-09 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20150715 |