CN101235679A - Door type solar energy warm booth production method - Google Patents
Door type solar energy warm booth production method Download PDFInfo
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- CN101235679A CN101235679A CNA2007103020971A CN200710302097A CN101235679A CN 101235679 A CN101235679 A CN 101235679A CN A2007103020971 A CNA2007103020971 A CN A2007103020971A CN 200710302097 A CN200710302097 A CN 200710302097A CN 101235679 A CN101235679 A CN 101235679A
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Abstract
The invention relates to a method for manufacturing gate solar energy warm shed, which prefabricates assembly components of gate solar energy warm shed in a factory. The gate solar energy warm shed comprises a foundation pile, a freezing-separating laminated board, a gate girder, a rear wall plate, a lateral wall plate, a lateral wall support plate and a rear slope top board which are assembled in a construction site, which overcomes the problems that a solar energy warm shed which adopts clay brick to wall wastes land resource, solves the cold bridge phenomenon which is produced on the internal and external solar energy warm shed frozen soil layer, increases land use area in a warm shed and improves economic benefit. The gate girder has high integral intensity, which has strong capabilities of resisting wind pressure and snow pressure, and the service span is greatly prolonged through the treatment of resisting water and resisting corrosion, wall body integrates light weight, high temperature and water resistance, compared with a solar energy warm shed, the composite indicator of the gate solar energy warm shed is led to be greatly improved.
Description
Technical field
A kind of door type solar energy warm booth belongs to the agricultural production facility, refers in particular to industrial crops such as adapting to cold district planting vegetable in winter, the production method of the door type solar energy warm booth of the growing environment that aquaculture need be depended on for existence.
Background technology
Solar energy warm booth is in the northern area of China, become the important production facility that the peasant increases income winter, yet in the production and construction of solar energy warm booth, exist the some shortcomings part, mainly contain: 1, the materials for wall of solar energy warm booth mostly is loam brick and builds by laying bricks or stones and form, not only wasted land resources, the heat insulation effect of body of wall is poor; 2, the inside and outside underground nothing of solar energy warm booth produces cold bridge every freezing facility, influences temperature of shed; 3, ceiling support waterproof, anticorrosion, the poor performance of solar energy warm booth, the application life of support is short.
Summary of the invention
At above-mentioned deficiency, the invention provides a kind of production method of door type solar energy warm booth, it is the assembled component of door type solar energy warm booth of being prefabricated in the factory out, comprise foundation pile, every freezing laminate, gate-type truss, rear wall plate and framed side wallboard, side wall gripper shoe, adverse grade top board, assemble at the construction field (site).
The feature of wherein said foundation pile is with polymer concrete, presses 1M
3Weight proportion is polymer emulsion 100-130L: cement 390-400kg: coarse aggregate (diameter 2-15mm stone) 780-800kg: sand 980-1000kg: water 80-100L, through stirring into moulding slurry, injecting circle or square bottom is in the mould of taper, cast high 500mm-and surpass 1/2 of the frozen soil layer degree of depth, the diameter or the length of side are the foundation pile of 100-200mm, stake is built-in with reinforcing bar, pile crown is welded with the black iron plate, the both sides of stake are provided with recessed interface, and the form of interface can be triangle, semicircle or trapezoidal.
Be unit weight 10kg/m every the feature of freezing laminate described in the base
3Above expansion polyphenyl warming plate or extruded polystyrene warming plate or hard polyurethane fat warming plate have protruding interface and wallboard interface and foundation pile interface to coincide at the upper edge and the edge, the left and right sides of plate.
The feature of wherein said gate-type truss is made up of preceding top truss and back vertical type shelf two parts, preceding top truss is with diameter 20-40mm round steel pipe, diameter 8-16mm screw thread round steel or round steel, width flexure according to the brooder design becomes, scarp slope base angle 60 degree, adverse grade base angle 45 degree, above 800-1200mm place, scarp slope base angle, drift angle 115 degree-135 degree in curved and adverse grade forms, back length of grade 800-1200 winds up and lower edge, therebetween is welded diameter 8-16mm screw thread round steel or round steel, is converted into the V-shaped rest of high 120-300mm by 85 degree-an angle of 90 degrees; Back vertical type shelf is with diameter 32-60mm round steel pipe, diameter 8-16mm screw thread round steel or round steel, by back wall design height intercepting, therebetween weldering diameter 8-16mm screw thread round steel or round steel, be converted into the V-shaped rest of high 120-300mm by 85 degree-an angle of 90 degrees, back vertical type shelf top outwards is provided with roller shutter sidewalk support, and back vertical type shelf also can be round, square, H type, C type light-gauge steel section.
Wherein said rear wall plate and framed side wallboard, the side wall gripper shoe, the adverse grade top plate features is, according to the concrete proportioning of aforementioned polymer, stir into moulding slurry, make 1-3 gate-type truss space length according to design, wide 600-1500mm, thick 80-160mm concrete shell, the truss that the vertical cold drawn wire of built-in diameter 4-5mm is welded into is a reinforcing rib, galvanized wire mesh sheet and glass fiber reticular cloth are the surface layer enhancement layer, the centre accompanies foam cement and polyphenylene heat insulation slab composite plate, edge and the corresponding weld of gate-type truss at plate, embedded iron parts, the surrounding of plate is along being provided with interface, and the form of interface can be a slot type, tongue and groove, overlapping, flat is provided with diameter 100-200mm gravity vent in summer and insulation port lid in the centre of plate to 1/2 place, two ends; The framed side wallboard top makes mould according to the setting-out of sinciput truss shape facility, and other making feature with rear wall plate is identical; The height of side wall gripper shoe returns 300-400mm under the height according to top truss before support place, and other making feature with rear wall plate is identical; The upper edge of adverse grade top board is a circular arc, and the flare angle that the adverse grade base angle is pressed in the lower edge is provided with, and other is identical with rear wall plate making feature.
Among the present invention, foundation pile, every freezing laminate, gate-type truss, rear wall plate and framed side wallboard, the side wall gripper shoe, the adverse grade top board, the specification of material therefor and manufacturing specification also can be decided according to construction ground winter climate situation in the making.
The beneficial effect of door type solar energy warm booth is
1, it has overcome solar energy warm booth and adopts loam brick to build a wall in making, and the problem of waste land resources adopts novel wall material, has reduced the cost of production of brooder, has improved production efficiency.
2, solved the phenomenon that has cold bridge to produce inside and outside the solar energy warm booth frozen soil layer.
3, increase the usable floor area in soil in the canopy, improved economic benefit.
4, gate-type truss integral intensity height, Wind-Pressure Resistance, crushing by snow ability are strong, and through waterproof, preservative treatment, prolong application life greatly, body of wall integrates lightweight, high-strength, insulation, waterproof, and the overall target of door type solar energy warm booth all is greatly improved than solar energy warm booth.
5, the gravity vent in summer is set, helps the growth of crops in summer.
Description of drawings
Fig. 1 is a door type solar energy warm booth gate-type truss vertical profile structure chart.
Fig. 2 is the door type solar energy warm booth plan view.
Fig. 3 is the door type solar energy warm booth side view.
Among the figure 1, foundation pile 2, gate-type truss 3, laterally lacing wire 4, vertically lacing wire 5, turnbuckle screw 6, rear wall plate 7, adverse grade top board, 8, roller shutter sidewalk support, 9, side wall gripper shoe, 10, framed side wallboard, 11, preceding lacing wire 12, press solidly iron wire 13, side stake 14, roller shutter sidewalk 15, every freezing laminate.
The specific embodiment
According to Beijing area winter climate situation, the width of design door type solar energy warm booth is 8000mm, and the spacing of gate-type truss is 1200mm, and back wall height is 2000mm.
1, the making of foundation pile is set the high 900mm of stake, the length of side 120 * 120mm..The both sides of stake are dark 30mm triangular groove, make mould, and weldering cage reinforcing bar is inserted in the mould, by the concrete proportion ingredient of aforementioned polymer, stir into moulding slurry, in the perfusion mould, through vibrations, sclerosis, the demoulding is at the long 200mm of pile crown welding, wide 120mm, thick 8mm, the black iron plate, foundation pile.
2, every the making of freezing laminate, get 18kg/m
3Polyphenylene heat insulation slab, long 1140mm, wide 600mm, thick 50mm, upper edge and edge, the left and right sides are slit into the triangle tenon.
3, the zinc-plated pipe of 25mm is got in the making of gate-type truss, 14mm screw thread round steel, the feature of complying with preceding top truss bends to the V-shaped rest that winds up with lower edge and high 160mm and is welded into preceding top truss, the wide height of adverse grade is 1000mm, gets 100 * 100mm, wall thickness 2.5-3mm, long 2000mm square tube is the back vertical type shelf, top soldering and sealing, inside and outside two face down bondings, 40 * 40 * 3mm angle iron, 100mm lifts one's head in the inboard, 400mm is lifted one's head in the outside, the weldering triangular support bracket.
4, the making of rear wall plate and framed side wallboard, side wall gripper shoe, adverse grade top board, setting the rear wall plate specification is long 2400mm, wide 1000mm, thick 100mm; The specification of setting framed side wallboard is long 2000mm, wide 1000mm, thick 100mm; The specification of setting the side wall gripper shoe is long 2300mm, 1950mm, 1350mm, 500mm, wide 500mm, thick 120mm; The specification of setting the adverse grade top board is long 2400mm, wide 1000mm, thick 120mm; During making, the bottom of rear wall plate and framed side wallboard is the setting of groove triangle, and other is provided with for flat mouthful, the framed side wallboard top, and according to sinciput truss shape facility setting-out molding, other is made according to aforementioned rear wall plate and framed side wallboard, side wall gripper shoe, adverse grade top plate features.
5, the job site assembling follows these steps to carry out:
1. according to designing unwrapping wire fluting at the construction field (site), wide 600mm, dark 600mm.
2. according to gate-type Design of Truss spacing 120mm, between the groove of front and back, lay the foundations (1), pile crown and ground flat, welding φ 8mm screw thread round steel is preceding lacing wire (11) between foundation pile previously, be spaced apart in the side wall groove 1000mm lay the foundations the stake (1) and a ground flat, interval 2000mm in the side wall groove, outside 50mm beats at the place side foundation pile (13), forms the T-shaped structure with the groove stake.
3. between the groove stake, install every freezing laminate (15), bonding with the polymer cement waterproof earth rubber, cover rammed earth.
4. the preceding base angle and the vertical type shelf bottom, back of gate-type truss (2) are welded with pile crown black iron plate, the centre of gate-type truss (2) is to 1/2 place, two ends, with the right-angled intersection of screw thread round steel between truss, central fastening with turnbuckle screw (5), be laterally lacing wire (3), top truss horizontal drawing screw thread round steel is vertical lacing wire (4) forward on vertical type shelf top, back, and is middle fastening with turnbuckle screw (5).
5. respectively with rear wall plate (6), framed side wallboard (10), side wall gripper shoe (9), fall within on foundation pile (1) the black iron plate and weld, embed in rear wall plate (6) and framed side wallboard (10) the bottom triangle groove every freezing laminate (15) upper edge triangle tenon, bonding with the polymer cement waterproof earth rubber; Rear wall plate (6) is installed with gate-type truss (2) cross is staggered, to weld soft company of screw thread round steel; Framed side wallboard is laterally installed, and edges of boards alignment is up and down directly welded with side wall gripper shoe (9); Fill with glass wool in the slit between plate, the jointing of polymer cement waterproof earth rubber.
6. adverse grade top board (7) is placed gate-type truss (2) adverse grade, fall within on the rear wall plate (6), weld with soft company of screw thread round steel with gate-type truss (2), fill with glass wool in the slit between adverse grade top board (7) and rear wall plate (6), the jointing of polymer cement waterproof earth rubber.
7. angle iron places roller shutter sidewalk support (8) to go up welding.
8. with polymer cement waterproof, anticorrosive paint, brushing gate-type truss (2) and solder joint everywhere are more than twice.
9. cover the plastic sheeting brooder cover of four limit wire rope handlings, cord lock is fastened, at gate-type truss (2) front end arc place, canopy cover overlap joint is the mouth that leaks informaton up and down, on plastic sheeting brooder cover, between the gate-type truss, press solidly galvanized wire, front end and preceding lacing wire (11) are fixing, rear end and roller shutter sidewalk (14) are fixing, door type solar energy warm booth.
Claims (5)
1, a kind of production method of door type solar energy warm booth, it is characterized in that: the assembled component of the door type solar energy warm booth that is prefabricated in the factory out, comprise foundation pile, every freezing laminate, gate-type truss, rear wall plate and framed side wallboard, side wall gripper shoe, adverse grade top board assemble at the construction field (site).
2, according to claim 1, the feature of its foundation pile is: with polymer concrete, press 1M
3Weight proportion is polymer emulsion 100-130L: cement 390-400kg: coarse aggregate (diameter 2-15mm stone) 780-800kg: sand 980-1000kg: water 80-100L, through stirring into moulding slurry, injecting circle or square bottom is in the mould of taper, cast high 500mm-and surpass 1/2 of the frozen soil layer degree of depth, the diameter or the length of side are the foundation pile of 100-200mm, and stake is built-in with reinforcing bar, pile crown is welded with the black iron plate, the both sides of stake are provided with recessed interface, and the form of interface can be a triangle, and is semicircle or trapezoidal.
3, according to claim 1, it every the feature of freezing laminate is: unit weight 10kg/m
3The poly-stupid warming plate of above expansion or poly-stupid warming plate of extrusion molding or hard polyurethane fat warming plate have protruding interface and wallboard interface and foundation pile interface to coincide at the upper edge and the edge, the left and right sides of plate.
4, according to claim 1, the feature of its gate-type truss is: be made up of preceding top truss and back vertical type shelf two parts, preceding top truss is with diameter 20-40mm round steel pipe, diameter 8-16mm screw thread round steel or round steel, width flexure according to the brooder design becomes, scarp slope base angle 60 degree, adverse grade base angle 45 degree, above 800-1200mm place, scarp slope base angle, drift angle 115 degree-135 degree in curved and adverse grade forms, back length of grade 800-1200 winds up and lower edge, and therebetween is welded diameter 8-16mm screw thread round steel or round steel, is converted into the V-shaped rest of high 120-300mm by 85 degree-an angle of 90 degrees; Back vertical type shelf is with diameter 32-60mm round steel pipe, diameter 8-16mm screw thread round steel or round steel, by back wall design height intercepting, therebetween weldering diameter 8-16mm screw thread round steel or round steel, be converted into the V-shaped rest of high 120-300mm by 85 degree-an angle of 90 degrees, back vertical type shelf top outwards is provided with roller shutter sidewalk support, and back vertical type shelf also can be round, square, H type, C type light-gauge steel section.
5, according to claim 1, its rear wall plate and framed side wallboard, the side wall gripper shoe, the adverse grade top plate features is: according to the concrete proportioning of aforementioned polymer, stir into moulding slurry, make 1-3 gate-type truss space length according to design, wide 600-1500mm, thick 80-160mm concrete shell, the truss that the vertical cold drawn wire of built-in diameter 4-5mm is welded into is a reinforcing rib, galvanized wire mesh sheet and glass fiber reticular cloth are the surface layer enhancement layer, the centre accompanies foam cement and polyphenylene heat insulation slab composite plate, edge and the corresponding weld of gate-type truss at plate, embedded iron parts, the surrounding of plate is along being provided with interface, and the form of interface can be a slot type, tongue and groove, overlapping, flat is provided with diameter 100-200mm gravity vent in summer and insulation port lid in the centre of plate to 1/2 place, two ends; The framed side wallboard top makes mould according to the setting-out of sinciput truss shape facility, and other feature with rear wall plate is identical; The height of side wall gripper shoe returns 300-400mm under the height according to top truss before support place, and other feature with rear wall plate is identical; The upper edge of adverse grade top board is a circular arc, and the flare angle that the adverse grade base angle is pressed in the lower edge is provided with, and other is identical with the rear wall plate feature.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007103020971A CN100540830C (en) | 2007-12-24 | 2007-12-24 | A kind of production method of door type solar energy warm booth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007103020971A CN100540830C (en) | 2007-12-24 | 2007-12-24 | A kind of production method of door type solar energy warm booth |
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| Publication Number | Publication Date |
|---|---|
| CN101235679A true CN101235679A (en) | 2008-08-06 |
| CN100540830C CN100540830C (en) | 2009-09-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007103020971A Expired - Fee Related CN100540830C (en) | 2007-12-24 | 2007-12-24 | A kind of production method of door type solar energy warm booth |
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| Country | Link |
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| CN (1) | CN100540830C (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191814A (en) * | 2011-03-28 | 2011-09-21 | 北京华丽联合高科技有限公司 | Industrialized prefabricated assembled greenhouse and manufacturing method thereof |
| CN102405800A (en) * | 2011-08-18 | 2012-04-11 | 山东省农业科学院蔬菜研究所 | Vegetable early-spring seedling greenhouse |
| CN102763578A (en) * | 2012-07-10 | 2012-11-07 | 王汉猷 | Concrete construction member frame for plant greenhouse building roof |
| CN103109699A (en) * | 2013-01-21 | 2013-05-22 | 蒋银之 | Efficient heat preservation greenhouse and manufacturing method |
| CN106105884A (en) * | 2016-07-01 | 2016-11-16 | 东北农业大学 | A kind of deep lower sleeping low heating and energy saving heliogreenhouse design being applicable to extremely frigid zones |
| CN106900419A (en) * | 2017-03-03 | 2017-06-30 | 定襄县大马种植农民专业合作社 | Removable stalk wall greenhouse |
| CN111424814A (en) * | 2020-04-30 | 2020-07-17 | 陕西建工集团股份有限公司 | Construction method of steel frame structure of greenhouse |
| CN112709328A (en) * | 2020-12-24 | 2021-04-27 | 中铁建设集团基础设施建设有限公司 | Large-span pipe truss steel structure and construction method |
-
2007
- 2007-12-24 CN CNB2007103020971A patent/CN100540830C/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191814A (en) * | 2011-03-28 | 2011-09-21 | 北京华丽联合高科技有限公司 | Industrialized prefabricated assembled greenhouse and manufacturing method thereof |
| CN102191814B (en) * | 2011-03-28 | 2012-09-05 | 北京华丽联合高科技有限公司 | Industrialized prefabricated assembled greenhouse and manufacturing method thereof |
| CN102405800A (en) * | 2011-08-18 | 2012-04-11 | 山东省农业科学院蔬菜研究所 | Vegetable early-spring seedling greenhouse |
| CN102763578A (en) * | 2012-07-10 | 2012-11-07 | 王汉猷 | Concrete construction member frame for plant greenhouse building roof |
| CN103109699A (en) * | 2013-01-21 | 2013-05-22 | 蒋银之 | Efficient heat preservation greenhouse and manufacturing method |
| CN106105884A (en) * | 2016-07-01 | 2016-11-16 | 东北农业大学 | A kind of deep lower sleeping low heating and energy saving heliogreenhouse design being applicable to extremely frigid zones |
| CN106900419A (en) * | 2017-03-03 | 2017-06-30 | 定襄县大马种植农民专业合作社 | Removable stalk wall greenhouse |
| CN111424814A (en) * | 2020-04-30 | 2020-07-17 | 陕西建工集团股份有限公司 | Construction method of steel frame structure of greenhouse |
| CN112709328A (en) * | 2020-12-24 | 2021-04-27 | 中铁建设集团基础设施建设有限公司 | Large-span pipe truss steel structure and construction method |
| CN112709328B (en) * | 2020-12-24 | 2022-03-08 | 中铁建设集团基础设施建设有限公司 | Large-span pipe truss steel structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100540830C (en) | 2009-09-16 |
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