CN101672119A

CN101672119A - Phase-change energy-storage solar greenhouse architectural structure system

Info

Publication number: CN101672119A
Application number: CN200910204839A
Authority: CN
Inventors: 白建国
Original assignee: Individual
Current assignee: Individual
Priority date: 2009-10-15
Filing date: 2009-10-15
Publication date: 2010-03-17

Abstract

The invention provides a phase-change energy-storage solar greenhouse architectural structure system which can heat a phase-change energy-storage material by virtue of solar energy in the day and allow the phase-change energy-storage material to release heat at night; and the structure system meets the need of agricultural products in winter and the need of people in a working condition. The phase-change energy-storage solar greenhouse architectural structure system comprises a foundation pier, a frozen-insolating laminated plate, a slope crest truss, upright frames at two sides and a rear upright frame or a phase-change energy-storage rear upright plate and/or a phase-change energy-storage rear wallboard and a phase-change energy-storage side wallboard and a self-waterproofing phase-change energy-storage rear top plate, an external-layer fixed top membrane and an internal-layer retractable insulation membrane. In the invention, the structure system is assembled into a phase-change energy-storage solar greenhouse at a construction site.

Description

Phase-change energy-storage solar greenhouse architectural structure system

Technical field

The invention belongs to building field, be meant a kind of phase-change energy-storage solar greenhouse architectural structure system especially.

Background technology

At present, solar energy greenhouse has become the important component part of China's industrialized agriculture, its building structure mostly is the clay pise de terre or the clay clinker brick assembles, land resources, Chinese patent mandate application number have been destroyed and are 200710302097 door type solar energy warm booth and production method thereof, overcome above-mentioned deficiency, but do not related to geo-polymer and phase-changing energy storage material; Secondly, traditional solar energy warm booth structural limitations can not be used at industrial circle, and traditional industrial building structure can not make full use of the resource heating of solar energy in the winter time, the coal-fired heating of a large amount of use have not only destroyed natural resource, return the environment that people depend on for existence and have caused pollution.

The objective of the invention is to break through the structural limitations of traditional solar energy greenhouse, adopt new material and mature technology, provide and to utilize a kind of daytime solar energy to heat for energy storage material, night the energy storage material release heat, thereby reduce or break away from coal-fired heating, phase-change energy-storage solar greenhouse structural system, the not only suitable needs that winter, agricultural product were produced, also suitable people is to the needs of working environment;

Summary of the invention

Phase-change energy-storage solar greenhouse structural system comprises: the ground foundation pier, every freezing laminate, the slope top truss, two side stands and back stand or phase-change accumulation energy back vertical plate and/or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and top board behind the waterproof phase-change accumulation energy, outer fixedly teleblem and internal layer deployable and collapsible insulation film, the said structure system is to be assembled into phase-change energy-storage solar greenhouse at the construction field (site);

Wherein said ground foundation pier is characterised in that, the shape of ground foundation pier can be designed to following geometrical body, equilateral triangle body or prismatoid or round or rectangular body, the bottom is equilateral triangle body or prismatoid or round or the rectangular body that amplifies gradually, the specification of ground foundation pier is according to the location geological condition, climate condition is (as blast, crushing by snow) and the Thickness Design of frozen soil layer, the ground foundation pier is made mould according to design specifications, cement or geo-polymer with 32.5# and above label, husky, stone, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water precentagewise 30-40: 20-30: 40-60: 1-5: 3-10: water reducing agent, defoamer, water is an amount of, stir, inject mould, smash through shake, dry, the demoulding, the maintenance moulding; Foundation pier inside, ground by the shape of ground foundation pier be provided with cage reinforcing bar, top be provided with 3 or 4 two female screws of lower margin, the bilateral symmetry of foundation pier be provided with trapezoidal groove or triangular groove or semi-circular recesses; The ground foundation pier can be made in factory, also can make at the construction field (site);

Wherein saidly be characterised in that every freezing laminate, with expansion polyphenyl plate or the extruded sheet more than the unit weight 18kg/ cubic meter, cut into piece according to the thickness of location frozen soil layer and the spacing of ground foundation pier, according to waterproof, protection against rodents, antifreeze needs are selected individual layer or bilayer, and inside and outside expansion polyphenyl plate or extruded sheet, cement or geo-polymer with 32.5# and above label, husky, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water, precentagewise 30-40: 40-50: 5-10: 5-10: water reducing agent, defoamer, water is an amount of, mixing and stirring, with the alkali resistant glass fibre open weave cloth is that the enhancing net is floating, brushing water-repellent paint after the dry tack free; Every freeze laminate about two vertical edges be convex and the groove of foundation pier both sides, ground coincide;

Wherein said sloping top truss is characterised in that, design according to phase-change energy-storage solar greenhouse, width, highly, location latitude, and climate condition (as blast, crushing by snow) design are with one or two or three round steel pipe or square steel pipe, bend to domatic behind the frontal arc, when adopting two or three round steel pipe or square steel pipe, central to be welded into the cross section with short tube be I type or triangle, is V-type or rectangle or trapezium structure between pipe; The slope top truss can be a round steel pipe or square steel pipe, also can be to be up and down round steel pipe or square steel pipe, also can be the steel pipe of circular upper part and square lower part or square top and round bottom; The slope top truss is by the needs of purposes (solar water heater etc. being installed as three-dimensional plantation, top), preceding slope angle is the 60-90 degree, any one is the circular arc bending upwards between the above 1000-10000mm in ground, directly the slope is provided with diagonal member to back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate between sloping top truss and back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate; Also can be in the middle of straight slope to greenhouse later any one is downward, is the A type to back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate, and oblique angle is by location latitude design decision; Can in the pipe of sloping top truss, add or not add phase-changing energy storage material as required;

What add phase-changing energy storage material in the pipe of sloping top truss is fusing point 20-30 ℃, and added and had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or compound paraffin or paraffin microcapsule or compound paraffin microcapsule or crystalline hydrate salt composite micro-capsule or paraffin particles or with the composite stone Wax particles or the crystalline hydrate salt composite particles of many gusts of vacuum suction manufactured, the two ends of sealed tube are phase-change accumulation energy slope top truss; External surface spary anticorrosive paint;

Wherein said two side stands and back stand are characterised in that, design height and width according to stand behind the phase-change accumulation energy and phase-change accumulation energy side stand, round steel pipe or square steel pipe or angle iron with diameter or length of side 30-80mm, being welded into the cross section is I type or triangle, is two side stands and the back stand of V-type or rectangle or trapezium structure between pipe; Two side stands and back stand also can be round steel pipe or rectangle or rectangular steel tube or channel-section steel or the H shaped steel of independently diameter or length of side 60-200mm according to design, and back stand top is with the angle setting of sloping top truss adverse grade; The bottom welding black iron plate of two side stands and back stand has on the black iron plate and the two corresponding slotted eyes of female screw of the lower margin at foundation pier top, ground; Angle iron or the channel-section steel that has slotted eye can be welded in fixed screw corresponding position on four jiaos of above-mentioned two side stands and the outside of stand, back and phase-change accumulation energy rear wall plate, phase-change accumulation energy framed side wallboards, is the fixed mount of phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard; External surface spary anticorrosive paint; Can in two side stands and back stand pipe, add or not add phase-changing energy storage material as required;

What add phase-changing energy storage material in the pipe of stand of above-mentioned both sides and back stand is fusing point 20-30 ℃, and added and a kind ofly had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or compound paraffin or paraffin microcapsule or compound paraffin microcapsule or compound crystal hydrated salt microcapsules or with paraffin particles or the composite stone Wax particles or the compound crystal hydrated salt particle of many gusts of vacuum suction manufactured, the two ends of sealed tube are phase-change accumulation energy side stand and back stand;

Above-mentioned paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle with many gusts of vacuum suction manufactured, its production method is: the paraffin or compound paraffin or the compound crystal hydrated salt that with a kind of fusing point are 20-30 ℃, drop into a plurality of can all open wide suitable for reading and can seal the bucket in, the top of bucket is provided with flexible pipe and connects vacuum pump, be provided with air between bucket and vacuum pump, the VSV Vacuum Switching Valve door, bucket is placed in the temperature controlled water bath case that has oscillator, after 70-90 ℃ of water heating in the water bath makes paraffin or compound paraffin or the fusing of compound crystal hydrated salt, in a kind of porous material expanded perlite or haydite or expanded graphite or expansion silica or foamed plastic or sepiolite input bucket, stir with agitator, the sealing bung, open vacuum pump and oscillator-close vacuum pump-unlatching air select valve door, for several times make paraffin or compound paraffin or compound crystal hydrated salt fully suck porous material repeatedly, pull porous material out, hot blast is blown away paraffin or the compound paraffin or the compound crystal hydrated salt of porous material surface, pour in the natural polymer resin of getting ready in advance or emulsion or synthetic macromolecule resin or emulsion, pulling drench out does, cement or white cement or geo-polymer with 32.5# and above label, calcium-base bentonite, flyash or French chalk, mix at 1: 1: 1 by mass ratio, evenly mix porous material, shake into particle with pellet rocker, drying and moulding is paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle;

Wherein said phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and behind the waterproof phase-change accumulation energy top plate features be, by specification be slightly less than phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and behind the waterproof phase-change accumulation energy inner frame, GRC shell and insulation layer, the phase-change accumulation energy layer of top board form; The phase-change accumulation energy back vertical plate is stand without issue design, is that the spacing with one or more phase-change accumulation energies slope top truss is wide, the vertical dual-use function with vertical load-bearing and back wall insulation of installing; The phase-change accumulation energy rear wall plate is that back stand design is arranged, be that spacing with one or more sloping top trusses is long, laterally install, both differences are the design specifications of angle iron on the phase-change accumulation energy back vertical plate inner frame or U-steel greater than the angle iron on the phase-change accumulation energy rear wall plate inner frame or the design specifications of channel-section steel, and meet resistance to compression, the requirement of anti-folding; On polylith phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard, be reserved with air inlet duct or exhaust fan installing hole; The phase-change accumulation energy framed side wallboard except be designed to phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and and behind the waterproof phase-change accumulation energy top board with material, can also be designed to the transparent side wallboard, the upper edge of phase-change accumulation energy framed side wallboard and transparent side wallboard is with the angle setting of sloping top truss; Waterproofing course from waterproof phase-change accumulation energy adverse grade top board is to strengthen the blade coating water-repellent paint on phase-change accumulation energy adverse grade top board with non-weaving cloth;

Above-mentioned inner frame has two kinds of form of structure: 1. be with diameter 0.5-5mm, mesh is the square of 10 * 10mm-100 * 100mm or prismatic reinforcing bar weldering net or wire drawing expanded metal lath, is angled the rectangular trapezoidal or square trapezoidal screen frame of 100-120 degree according to design length and height four edge break songs; Design length and height according to screen frame in the screen frame weld net or continuous V-type or the single V-type support of wire drawing expanded metal lath warpage with reinforcing bar, and two of support and screen frame warpage angle are coincide; The colligation at the bottom of the vertical and screen frame with continuous V-type or several single V-type supports, being the cross-wire weld center of being connected into the reinforcing bar of several diameter 2-6mm and screen frame upper edge hole above is the continuous V-type or the structural frames of several V-type supports; Be welded into chase inwards with the size of structural frames upper edge hole and the angle iron or the channel-section steel angle mouth that meet resistance to compression, the designing requirement of anti-folding, with the welding of structural frames upper edge hole, in chase according to the spacing setting of sloping top truss together or several angle iron or channel-section steel is perpendicular supports; Upper and lower side frame or left and right side frame 2/3 place at angle iron or channel-section steel frame are symmetrical arranged screw connection (lifting) hole; Exceed the fixing two female screws of wallboard of steel framework 30-50mm in four welded corner joints of angle iron or channel-section steel frame; When the inner frame of phase-change accumulation energy framed side wallboard was made, top folding net and angle iron or channel-section steel frame were the angle flanging settings according to sloping top truss; The external surface spary anticorrosive paint of inner frame; 2. be the W type support that is flexed into 90 degree with the cold-drawn bar of diameter 4-6mm according to design height, up and down with the reinforcing bar of two diameter 3-6.5mm, be welded into W type truss, be angled the trapezoidal truss frame of the rectangular trapezoidal of 100-120 degree or side with the truss welding, in the truss frame, upper side frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to lower frame 2/3 place, lower frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to upper side frame 2/3 place, with the truss center of being welded into is the structural frames of prismatic, be reinforcing bar weldering net or wire drawing expanded metal lath and the colligation of prismatic structure frame of 20 * 20mm-100 * 100mm with diameter 1-5mm mesh at the bottom of the frame, with the size of prismatic structure frame upper edge hole with meet resistance to compression, the angle iron or the channel-section steel angle mouth of the designing requirement of anti-folding are welded into chase inwards, upper edge hole welding with the prismatic structure frame, upper and lower side frame or left and right side frame 2/3 place at angle iron or channel-section steel frame are symmetrical arranged screw connection (lifting) hole, exceed the fixing two female screws of wallboard of steel framework 30-50mm in four welded corner joints of angle iron or channel-section steel frame; The external surface spary anticorrosive paint of inner frame;

Above-mentioned GRC shell and insulation layer are according to phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard with from the design specifications of waterproof phase-change accumulation energy adverse grade top board, enclose frame with template, place on the platform that is covered with isolation cloth or scribbles remover, cement or geo-polymer with 32.5# and above label, sand or grain slag, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water is an amount of, precentagewise 30-40: 40-50: 1-10: water reducing agent, defoamer, water is an amount of, mixing and stirring, be the GRC sheathing material, spraying or smear GRC sheathing material 2-5mm is thicker than the platform in the template and encloses the frame last layer, lay alkali-resistant glass fibre grid cloth one deck, two layers of alkali-resistant glass fibre grid cloth are laid in spraying or smear GRC sheathing material 2-5mm and be thicker than the platform in the template and enclose on the frame two layers; With in-seam mount interior, spray or smear GRC sheathing material 2-5mm and be thicker than the platform in the template and enclose on the frame three layers; Insert lightweight aggregate (perlite or haydite or float pearl or granular polystyrene) concrete or normal temperature physical foaming cement or normal temperature chemical blowing cement or normal temperature physical blowing geo-polymer or normal temperature chemical blowing geo-polymer (unit weight 200-500kg/ cubic meter or more than), prolong angle iron or U-steel upper frame edge and wipe off along 20-50mm down and be insulation layer;

Above-mentioned phase-change accumulation energy layer can be made into the phase-change accumulation energy layer with different latent heat: (1) is by in the many gusts of vacuum suction methods: after 1. pulling drench out and doing, directly insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame; 2. pellet rocker shakes into particle, directly is filled into phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame; 3. do not insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and in the angle iron or channel-section steel frame of waterproof phase-change accumulation energy adverse grade top board, directly pour in the mould of getting ready in advance, make the phase-change accumulation energy precast plate, be pasted on phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and in the angle iron or channel-section steel frame of waterproof phase-change accumulation energy adverse grade top board with Polymer Synthesizing emulsion cement gel; (2) with the cement of 32.5# and above label or geo-polymer, paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle, calcium-base bentonite, Polymer Synthesizing emulsion, water reducing agent, defoamer, water precentagewise 30-40: 30-50: 5-10: 1-5, water reducing agent, defoamer, water are an amount of, stir, angle iron or the channel-section steel frame of inserting phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and phase-change accumulation energy adverse grade top board are interior floating; (3) with fusing point 20-30 ℃, and added and had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or the plastic flexible pipe of compound paraffin wax or compound crystal hydrated salt and diameter 3-10mm, one end of plastic flexible pipe places in the paraffin or compound paraffin wax or compound crystal hydrated salt of fusing, the plastic flexible pipe other end connects the vacuum machine, start the vacuum machine with in paraffin or compound paraffin wax or the compound crystal hydrated salt suction plastic flexible pipe, the two ends of thermoplastic sealing plastic flexible pipe; The plastic flexible pipe of paraffin or compound paraffin wax or compound crystal hydrated salt will be sucked, go into phase-change accumulation energy rear wall plate or phase-change accumulation energy back vertical plate and phase-change accumulation energy framed side wallboard and in the angle iron or channel-section steel frame of waterproof phase-change accumulation energy adverse grade top board, be filled into phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the triangle chase of waterproof phase-change accumulation energy adverse grade top board with S type dish by (2); (6) will suck the plastic flexible pipe of paraffin or compound crystal hydrated salt, go into phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and in the angle iron or grooved steel framework of waterproof phase-change accumulation energy adverse grade top board with S type dish, with cement or geo-polymer, haydite, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water is an amount of, precentagewise 30-40: 10-20: 3-5: 1-5 water reducing agent, defoamer, water is an amount of, stir, insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame, glass fiber reticular cloth is smeared on the surface;

Above-mentionedly on polylith phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard, be reserved with air inlet duct or exhaust fan installing hole, be according to the air inlet duct of phase-change energy-storage solar greenhouse and the design quantity and the specification of exhaust fan, angle iron with 20 * 20mm-50 * 50mm is welded into two angle mouths iron frame inwards up and down, up and down between the iron frame, thickness according to phase-change accumulation energy framed side wallboard and phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate exceeds 0-200mm welding weldering net, place the inner frame welding, with the template enclosing, other manufacturing with phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard is identical; Insulation port lid and fly net in the one side installation activity of air inlet and exhaust fan;

Above-mentioned transparent side wallboard is the design specifications according to the phase-change accumulation energy framed side wallboard, to meet the rectangle or the rectangular steel tube of resistance to compression, the designing requirement of anti-folding, chamfer is welded into chase, pressing groined type in the chase distributes, spacing 500-600mm welds reinforced pipe, the spary water-repellent paint, sticking foam double-side adhesive tape between the inside and outside employing bilayer of chase or multilayer (PC) sunlight board, chase and sunlight board is fixed with self threading pin or rivet with aluminium alloys press strip and sealing joint strip and chase between edges of boards and plate; When transparent side wallboard top combines with sloping top truss, according to the angle setting of sloping top truss;

Fixed teleblem of wherein said skin and internal layer deployable and collapsible insulation film are characterised in that outer fixed teleblem can adopt single or multiple lift to have (PC) sunlight board of antidrip ageing-resistant function, also can adopt antidrip ageing-resistant plastic sheeting; Adopt (PC) sunlight board when mounted chase with (PC) glue foam double-side glue between the sunlight board, fix with self threading pin or aluminium rivet with aluminium alloys press strip and sealing joint strip and sloping top truss between plate; When adopting antidrip ageing-resistant plastic sheeting, flanging scalds and is welded into bag around the antidrip ageing-resistant plastic sheeting, wire rope handling be fixed in sloping top truss around, fixing up and down between the top truss of slope with plastic steel wire tightrope, perhaps with C shape steel card, the plastic steel wire card of W shape, with antidrip ageing-resistant plastic sheeting be fixed in sloping top truss around, fixing up and down between the top truss of slope with plastic steel wire tightrope, employing has antidrip ageing-resistant function (PC) sunlight board when being outer fixed teleblem, and the last arc of sloping top truss is a square steel pipe; Adopting antidrip ageing-resistant plastic sheeting is outer fixed teleblem, and arc is a round steel pipe on the sloping top truss; Internal layer deployable and collapsible insulation film can be made into printing opacity or light tight two kinds of insulation films, the transparent heat insulating film is that the spacing with a plurality of sloping top trusses is wide, with the wide of phase-change energy-storage solar greenhouse is length, with thick antidrip ageing-resistant plastic sheeting of 0.8-1.2mm or PVC film is base material, with the aqueous high molecular synthetic emulsion, hollow glass micropearl, float pearl, blanc fixe or French chalk, defoamer, precentagewise 30-50: 30-40: 5-10: 10-20: defoamer, water is an amount of, stir, thick with mechanically spraying or blade coating 2-4mm on antidrip ageing-resistant plastic sheeting or PVC film substrate, do with 50 ℃ of warm winds, make the transparent heat insulating film; The manufacturing of light tight insulation film is that the spacing with a plurality of sloping top trusses is wide, is length with the wide of phase-change energy-storage solar greenhouse, with 100-180 gram/m ²Non-weaving cloth is base material, with aqueous high molecular synthetic emulsion, white cement, hollow glass micropearl, float pearl, calcium carbonate or French chalk, defoamer, precentagewise 30-50: 20-30: 20-30: 10-20: 10-20: defoamer, water are an amount of, stir, thick with mechanically spraying or blade coating in the two sides 2-4mm of non-weaving cloth base material, with 80-100 ℃ of hot blast drying, make light tight insulation film;

The wherein said phase-change energy-storage solar greenhouse that is assembled at the construction field (site) is characterised in that, at the construction field (site) around fluting be positive negative zero with the top of ground foundation pier, the below of ground foundation pier and the thick sclerosis bed course of 100-150mm is set all around; Distance between the top truss of slope and distance between the stand of back and the distance between the side stand, design decision according to phase-change energy-storage solar greenhouse, the slope top truss can weld with the back stand, also can weld with the phase-change accumulation energy rear wall plate, also can weld with the phase-change accumulation energy back vertical plate; Can twice between the top truss of slope or the multiple tracks reinforcing bar to pass welding fixing, also can between sloping top truss, right-angled intersection be tightened with plastic steel wire tightrope and buckle, turnbuckle screw; Phase-change accumulation energy rear wall plate, phase-change accumulation energy framed side wallboard, from waterproof phase-change accumulation energy adverse grade top board, but be connected with sloping top truss, back stand screw or weld, insert water-swellable sealing rod and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The phase-change accumulation energy back vertical plate when mounted, on the two female screws of 4 lower margins of foundation pier top, ground setting, adjustable leveling iron plate is set and phase-change accumulation energy back vertical plate back welding connects, between the phase-change accumulation energy back vertical plate at least three places more than the external welding 50mm, insert water-swelling rubber water bar and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The installation of internal layer deployable and collapsible insulation film: in back stand or the top of phase-change accumulation energy back vertical plate and the bottom of sloping top truss, the spool up and down that East and West direction runs through phase-change energy-storage solar greenhouse is set, according to the width of internal layer insulation film bearing and back stand or phase-change accumulation energy back vertical plate and sloping top truss being set on axle fixes, at an end of back stand spool or sloping top truss spool, be provided with the moving film-coiling device of torch and be connected with chain with spool up and down; With plastic steel wire tightrope or stainless steel tube, along under the sloping top truss, the 300-500mm of being separated by, the taxiway that East and West direction runs through phase-change energy-storage solar greenhouse deployable and collapsible insulation film is set, width according to the internal layer insulation film, the bearing suspender member that is connected with plastic steel wire tightrope or stainless steel tube is set under sloping top truss, one end screws with turnbuckle screw when adopting plastic steel wire tightrope, the internal layer insulation film is penetrated taxiway, the upper end is fixed with the spool of back in the stand, and the lower end is connected with spool on the sloping top truss with rope or belt; Brushing anticorrosive paint on solder joint.

The invention has the beneficial effects as follows

1, phase-change energy-storage solar greenhouse integrates insulation, heating, energy storage, has significantly reduced the day and night temperature of inside, greenhouse, has improved the performance of insulation, has saved the energy;

2, steel work, transparent side wallboard, outer fixedly teleblem, internal layer deployable and collapsible insulation film make phase-change energy-storage solar greenhouse not limited by height, width, are fit to mechanization production, have reduced labour intensity, have improved land utilization ratio, have reduced manufacturing cost;

3, phase-change energy-storage solar greenhouse is through with and uses clay brick to build the history of solar energy warm booth, meets the environmental protection policy of country; But production and construction standardization, industrialization;

4, can be used as industrial premises;

The specific embodiment

The design scheme of Beijing area phase-change energy-storage solar greenhouse: length 76.8m, wide 9.6m, the high 4m of back stand, both walls back segment 2.4m and the high 1m of both walls leading portion be the phase-change accumulation energy framed side wallboard, more than be the transparent side wallboard, the spacing of slope top truss is 1.2m, and the spacing of back stand and side stand is 2.4m; Be assembled into phase-change energy-storage solar greenhouse at the construction field (site), the ground foundation pier is that factory makes, and the below 100mm of ground foundation pier is provided with and encloses frame, and with quicklime, native even by dry mixing in 1: 2, the frame of being shortlisted for compacting is the sclerosis bed course; The wall back segment of phase-change energy-storage solar greenhouse one side is provided with side room and double-layer door;

1, foundation pier is that the top is a rectangle, and the bottom is the prismatoid that amplifies gradually, and the specification on top is long 400 * wide 200mm, and the specification of the prismatoid that amplify gradually the bottom is long 600 * wide 600mm; The height of ground foundation pier is 900mm; The ground foundation pier is made mould according to specification, ordinary Portland cement, sand, stone, flyash, calcium-base bentonite, aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water with 32.5# and above label, precentagewise 30: 20: 30: 10: 5: 2: water reducing agent, defoamer, water are an amount of, stir, inject mould, through shake smash, drying, the demoulding, maintenance moulding; Foundation pier top, ground is provided with 4 fang bolts and double nut, and the both sides of ground foundation pier are provided with trapezoidal groove;

2, every freezing laminate is with unit weight 20kg/ cubic meter, the expansion polyphenyl plate of thickness 50mm, cut into piece according to the design pitch of stake and the thickness 800mm of frozen soil layer, according to waterproof, protection against rodents, antifreeze needs, two sides at the individual layer expansion polyphenyl plate, with the alkali proof fiber grid cloth is enhancement layer, ordinary Portland cement with 32.5# and above label, husky, flyash, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water, precentagewise 30: 40: 10: 5: 5: water reducing agent, defoamer, water is an amount of, mix, smear in the both sides of expansion polyphenyl plate or extruded sheet, after the dry tack free, the brushing asphalt waterproofing paint; Every freeze laminate about two vertical edges be that the trapezoidal groove of trapezoidal and pier both sides coincide;

3, sloping top truss, design according to phase-change energy-storage solar greenhouse, wide 9000mm, height 5000mm, square steel pipe with 50 * 50mm bends to two curved pipes up and down, the curved pipe anterior angle is 60 degree, 1200mm place, top is circular arc and is bent upwards to wall top, back, and the distance between the arc is 28mm up and down, is welded into short steel pipes to be trapezoidal sloping top truss up and down between the arc; With fusing point is 20-30 ℃, and has added the compound paraffin of phase transformation with the iron powder that strengthens thermal conducting function, adds in the pipe of preceding canopy truss the two ends of soldering and sealing slope top truss with 50 degree fusings; External surface anticorrosion with painting coating;

4, the back stand highly is 4000mm, the height of side stand according to apart from back wall 2000mm, 4000mm, 8000mm place apart from the height setting of the sloping top truss of phase-change accumulation energy, in the middle of being welded into width 360mm with the steel pipe of two 50 * 50mm and short steel pipes be the back stand and the side stand of rectangle structure, has the channel-section steel frame of fixing pair corresponding slotted eyes of female screw with wallboard in exterior bottom and high 1000mm, 2000mm, 3000mm, the welding of 4000mm place of back stand and side stand; Be 20-30 ℃ with fusing point and added compound paraffin, add in the pipe of back stands and side stand, with the two ends of aqueous high molecular synthetic emulsion cement gel sealed tube with 50 degree fusings with the aluminium powder that strengthens thermal conducting function; External surface anticorrosion with painting coating stand and phase-change accumulation energy side stand behind the phase-change accumulation energy;

5, phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and form by inner frame, GRC shell and insulation layer, phase-change accumulation energy layer that specification is slightly less than phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and phase-change accumulation energy adverse grade top board from waterproof phase-change accumulation energy adverse grade top board; 1. the inner frame of phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard by making, and the design pitch according to sloping top truss on the phase-change accumulation energy rear wall plate is provided with together vertical angle iron support; Press 2. manufacturing from the inner frame of waterproof phase-change accumulation energy adverse grade top board, in the central authorities of back wall second layer phase-change accumulation energy rear wall plate and the central authorities of two upper lateral part phase-change accumulation energy framed side wallboards, reserve air inlet and exhaust fan installing hole, specification according to air inlet duct 400 * 400mm and exhaust fan hole 600 * 600mm, be welded into two iron frame that the angle mouth is outside up and down with 20 * 20mm angle iron, up and down between the iron frame, according to the thickness 100mm that exceeds phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard, cut out the weld all around of weldering net, make air inlet frame and exhaust fan installing hole frame, the mouth of 400 * 400mm is cut by central authorities at the bottom of the screen frame of the inner frame of phase-change accumulation energy rear wall plate, the mouth of 600 * 600mm is cut by central authorities at the bottom of the screen frame of the inner frame of phase-change accumulation energy framed side wallboard, weld with the hole frame, the top of hole frame is with diameter 4mm reinforcing bar and truss welding, frame inside, hole is with the template enclosing, and other manufacturing with phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard is identical; And follow these steps to make:

(1) specification of phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard inner frame is long 2385mm, wide 985mm, high 110mm, is 100 * 100mm with diameter 4mm mesh, reinforcing bar weldering net, bent 110 degree of four edge breaks form screen frames; Be welded into the inside chase of angle mouth, the chase outside and the welding of screen frame upper edge by the size of screen frame upper edge hole with the angle iron of 40 * 40mm; The weldering net that is 100 * 100mm with long 2380mm diameter 4mm mesh is flexed into three V-type supports again, and two of support and screen frame warpage angular shearing coincide; Warpage height 70mm, three V-type supports are vertically placed screen frame inside, colligation at the bottom of the base of V-type support and the screen frame, the top of V-type support welds with the reinforcing bar of four road diameter 4mm and the following bead of triangle chase, surpasses the fixing two female screws of wallboard of triangle chase 30mm in four welded corner joints of triangle chase; When the inner frame of phase-change accumulation energy framed side wallboard was made, the folding net at top and triangle chase were the radian flanging settings according to preceding canopy truss; Inner frame surface anticorrosion with painting coating;

(2) inner frame from waterproof phase-change accumulation energy adverse grade top board is the W type support that is flexed into 90 degree with the reinforcing bar of diameter 4mm according to design height, up and down with the cold-drawn bar of two diameter 4mm, be welded into W type truss, with truss welding growth 2385mm, wide 985mm, the truss frame of high 110mm, in the truss frame, upper side frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to lower frame 2/3 place, lower frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to upper side frame 2/3 place, with the truss center of being welded into is the prismatic structure frame, be reinforcing bar weldering net and the colligation of prismatic structure frame of 40 * 40mm with diameter 2mm mesh at the bottom of the frame, size by the prismatic structure frame, angle iron angle mouth with high 30mm symmetry limit, limit is welded into chase inwards, with the upper edge hole welding of prismatic structure frame, exceed the fixing two female screws of wallboard of triangle chase 50mm in four welded corner joints of triangle chase; The external surface spary anticorrosive paint of inner frame;

(3) phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and be long 2400mm from the design specifications of waterproof phase-change accumulation energy adverse grade top board, wide 1000mm, high 120mm, enclose frame with template, place on the platform that is covered with isolation cloth, cement with 32.5# and above label, grain slag, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water is an amount of, precentagewise 30: 40: 3: water reducing agent, defoamer, water is an amount of, mixing and stirring, be the GRC sheathing material, spraying GRC sheathing material 3mm is thicker than the platform in the template and encloses the frame last layer, lay alkali-resistant glass fibre grid cloth one deck, spraying GRC sheathing material 3mm is thicker than the platform in the template and encloses on the frame two layers, lays two layers of alkali-resistant glass fibre grid cloth; In-seam is mounted interior, spraying GRC sheathing material 5mm to be thicker than the platform in the template and to enclose on the frame three layers; Insert foam cement (normal temperature chemical blowing cement, unit weight 400kg/ cubic meter), prolong under the chase upper edge 40mm and wipe off and be insulation layer; Vertical welding 40 * 40mm angle iron in the middle of the triangle chase of phase-change accumulation energy rear wall plate is as the back support of phase-change accumulation energy slope top truss; Blade coating JS water-repellent paint and non-weaving cloth are that waterproofing course 1mm is thick on phase-change accumulation energy adverse grade top board;

(4) the phase-change accumulation energy layer is according to the needs of phase-change energy-storage solar greenhouse, with cement, composite stone Wax particles, grain slag, calcium-base bentonite, Polymer Synthesizing emulsion, water reducing agent, defoamer, the water precentagewise of 32.5# and above label 30: 30: 20: 5: 3, water reducing agent, defoamer, water are an amount of, stir, be filled into phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the triangle chase of waterproof phase-change accumulation energy adverse grade top board; Insulation port lid and fly net in the one side installation activity of air inlet and exhaust fan;

The production method of above-mentioned composite stone Wax particles is: many gusts of vacuum suction methods, be to be 20-30 ℃ compound paraffin with fusing point, drop into four can all open wide suitable for reading and the 200kg iron sheet pail pack that can seal in, after 90 ℃ of water heating in the water bath make compound melted paraffin wax, the porous material expanded perlite is dropped in the bucket, stir with agitator, the sealing bung, unlatching vacuum pump and oscillator-close vacuum pump-unlatching air select valve door, make for three times compound paraffin fully suck expanded perlite repeatedly, pull expanded perlite out, hot blast is blown away the compound paraffin on surface, pour in the synthetic high polymer emulsion of getting ready in advance, pull drench out and do, with 32.5# cement, calcium-base bentonite, flyash, mix at 1: 1: 1 by mass ratio, evenly mix expanded perlite, shake into particle with pellet rocker, drying and moulding is the composite stone Wax particles;

6, the long 2400mm of transparent side wallboard, wide 1000mm, steel pipe with 50 * 30mm, the diagonal angle is welded into chase, pressing groined type in the chase distributes, long to spacing be 600mm, wide be that square steel pipe is strengthened in the 500mm welding to spacing, brush JS water-repellent paint adopts double-deck (PC) sunlight board on the two sides of chase, paste the foam double-side adhesive tape between chase and the sunlight board, fix with aluminium rivet with aluminium alloys press strip and sealing joint strip and chase between edges of boards and plate; Transparent side wallboard top and of the angle setting of sloping top truss junction according to sloping top truss;

7, outer fixed teleblem be double-deck, have antidrip ageing-resistant function (PC) sunlight board, at sloping top truss and (PC) stickup foam double-side adhesive tape between the sunlight board, fix with aluminium rivet with aluminium alloys press strip and sealing joint strip and sloping top truss between edges of boards and plate; The manufacturing of internal layer deployable and collapsible insulation film is to be wide with 2400mm, with 9600mm is long, with the thick antidrip ageing-resistant plastic sheeting of 1.2mm is base material, with aqueous high molecular synthetic emulsion, hollow glass micropearl, float pearl, blanc fixe or French chalk, defoamer, precentagewise 30: 30: 5: 20: defoamer, water are an amount of, stir, and 3mm on antidrip ageing-resistant plastic film substrate is thick with mechanically spraying, do with 50 ℃ of warm winds, make the transparent heat insulating film;

8, be assembled into phase-change energy-storage solar greenhouse at the construction field (site), be at the construction field (site) around fluting be positive negative zero with the top of ground foundation pier, the below of ground foundation pier and the thick sclerosis bed course of 100-150mm is set all around; Distance between the top truss of slope and distance between the stand of back and the distance between the side stand, design decision according to phase-change energy-storage solar greenhouse, the slope top truss can weld with the back stand, also can weld with the phase-change accumulation energy rear wall plate, also can weld with the phase-change accumulation energy back vertical plate; Can twice between the top truss of slope or the multiple tracks reinforcing bar to pass welding fixing, also can between sloping top truss, right-angled intersection be tightened with plastic steel wire tightrope and buckle, turnbuckle screw; Phase-change accumulation energy rear wall plate, phase-change accumulation energy framed side wallboard, from waterproof phase-change accumulation energy adverse grade top board, but be connected with sloping top truss, back stand screw or weld, insert water-swellable sealing rod and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The phase-change accumulation energy back vertical plate when mounted, on foundation pier top, ground is provided with or 4 double nut fang bolts at 3, adjustable leveling iron plate is set and phase-change accumulation energy back vertical plate back welding connects, between the phase-change accumulation energy back vertical plate at least three places more than the external welding 50mm, insert water-swellable sealing rod and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The installation of internal layer deployable and collapsible insulation film: in back stand or the top of phase-change accumulation energy back vertical plate and the bottom of sloping top truss, the spool up and down that East and West direction runs through phase-change energy-storage solar greenhouse is set, according to the width of internal layer insulation film bearing and back stand or phase-change accumulation energy back vertical plate and sloping top truss being set on axle fixes, at an end of back stand spool or sloping top truss spool, be provided with the moving film-coiling device of torch and be connected with chain with spool up and down; With plastic steel wire tightrope or stainless steel tube, along under the sloping top truss, the 300-500mm of being separated by, the taxiway that East and West direction runs through phase-change energy-storage solar greenhouse deployable and collapsible insulation film is set, width according to the internal layer insulation film, the bearing suspender member that is connected with plastic steel wire tightrope or stainless steel tube is set under sloping top truss, one end screws with turnbuckle screw when adopting plastic steel wire tightrope, the internal layer insulation film is penetrated taxiway, the upper end is fixed with the spool of back in the stand, and the lower end is connected with spool on the sloping top truss with rope or belt; Brushing anticorrosive paint on solder joint.

Claims

1, phase-change energy-storage solar greenhouse structural system comprises: the ground foundation pier, every freezing laminate, the slope top truss, two side stands and back stand or phase-change accumulation energy back vertical plate and/or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and top board behind the waterproof phase-change accumulation energy, outer fixedly teleblem and internal layer deployable and collapsible insulation film, the said structure system is to be assembled into phase-change energy-storage solar greenhouse at the construction field (site).

2, be characterised in that according to described ground of claim 1 foundation pier, the shape of ground foundation pier can be designed to following geometrical body, equilateral triangle body or prismatoid or round or rectangular body, the bottom is equilateral triangle body or prismatoid or round or the rectangular body that amplifies gradually, the specification of ground foundation pier is according to the location geological condition, climate condition is (as blast, crushing by snow) and the Thickness Design of frozen soil layer, the ground foundation pier is made mould according to design specifications, cement or geo-polymer with 32.5# and above label, husky, stone, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water precentagewise 30-40: 20-30: 40-60: 1-5: 3-10: water reducing agent, defoamer, water is an amount of, stir, inject mould, smash through shake, dry, the demoulding, the maintenance moulding; Foundation pier inside, ground by the shape of ground foundation pier be provided with cage reinforcing bar, top be provided with 3 or 4 two female screws of lower margin, the bilateral symmetry of foundation pier be provided with trapezoidal groove or triangular groove or semi-circular recesses; The ground foundation pier can be made in factory, also can make at the construction field (site).

3, be characterised in that every freezing laminate according to claim 1 is described, with expansion polyphenyl plate or the extruded sheet more than the unit weight 18kg/ cubic meter, cut into piece according to the thickness of location frozen soil layer and the spacing of ground foundation pier, according to waterproof, protection against rodents, antifreeze needs are selected individual layer or bilayer, and inside and outside expansion polyphenyl plate or extruded sheet, cement or geo-polymer with 32.5# and above label, husky, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water, precentagewise 30-40: 40-50: 5-10: 5-10: water reducing agent, defoamer, water is an amount of, mixing and stirring, with the alkali resistant glass fibre open weave cloth is that the enhancing net is floating, brushing water-repellent paint after the dry tack free; Every freeze laminate about two vertical edges be convex and the groove of foundation pier both sides, ground coincide.

4, be characterised in that according to the described sloping top truss of claim 1, design according to phase-change energy-storage solar greenhouse, width, highly, location latitude, and climate condition (as blast, crushing by snow) design are with one or two or three round steel pipe or square steel pipe, bend to domatic behind the frontal arc, when adopting two or three round steel pipe or square steel pipe, central to be welded into the cross section with short tube be I type or triangle, is V-type or rectangle or trapezium structure between pipe; The slope top truss can be a round steel pipe or square steel pipe, also can be to be up and down round steel pipe or square steel pipe, also can be the steel pipe of circular upper part and square lower part or square top and round bottom; The slope top truss is by the needs of purposes (solar water heater etc. being installed as three-dimensional plantation, top), preceding slope angle is the 60-90 degree, any one is the circular arc bending upwards between the above 1000-10000mm in ground, directly the slope is provided with diagonal member to back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate between sloping top truss and back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate; Also can be in the middle of straight slope to greenhouse later any one is downward, is the A type to back stand or phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate, and oblique angle is by location latitude design decision; Can in sloping top truss pipe, add or not add phase-changing energy storage material as required;

What add phase-changing energy storage material in the pipe of sloping top truss is fusing point 20-30 ℃, and added and had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or compound paraffin or paraffin microcapsule or compound paraffin microcapsule or crystalline hydrate salt composite micro-capsule or with paraffin particles or the composite stone Wax particles or the crystalline hydrate salt composite particles of many gusts of vacuum suction manufactured, the two ends of sealed tube are phase-change accumulation energy slope top truss; External surface spary anticorrosive paint.

5, be characterised in that according to described two side stands of claim 1 and back stand, design height and width according to stand behind the phase-change accumulation energy and phase-change accumulation energy side stand, round steel pipe or square steel pipe or angle iron with diameter or length of side 30-80mm, being welded into the cross section is I type or triangle, is two side stands and the back stand of V-type or rectangle or trapezium structure between pipe; Two side stands and back stand also can be round steel pipe or rectangle or rectangular steel tube or channel-section steel or the H shaped steel of independently diameter or length of side 60-200mm according to design, and back stand top is with the angle setting of sloping top truss adverse grade; The bottom welding black iron plate of two side stands and back stand has on the black iron plate and the two corresponding slotted eyes of female screw of the lower margin at foundation pier top, ground; Angle iron or the channel-section steel that has slotted eye can be welded in fixed screw corresponding position on four jiaos of above-mentioned two side stands and the outside of stand, back and phase-change accumulation energy rear wall plate, phase-change accumulation energy framed side wallboards, is the fixed mount of phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard; External surface spary anticorrosive paint; Can add or not add phase-changing energy storage material to two side stands and stand inside, back as required; What add phase-changing energy storage material in the pipe of stand of above-mentioned both sides and back stand is fusing point 20-30 ℃; and added and a kind ofly had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or compound paraffin or paraffin microcapsule or compound paraffin microcapsule or compound crystal hydrated salt microcapsules or with paraffin particles or the composite stone Wax particles or the compound crystal hydrated salt particle of many gusts of vacuum suction manufactured; the two ends of sealed tube are phase-change accumulation energy side stand and back stand.

6; according to claim 5 described paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle with many gusts of vacuum suction manufactured; its production method is: the paraffin or compound paraffin or the compound crystal hydrated salt that with a kind of fusing point are 20-30 ℃; drop into a plurality of can all open wide suitable for reading and can seal the bucket in; the top of bucket is provided with flexible pipe and connects vacuum pump; be provided with air between bucket and vacuum pump; the VSV Vacuum Switching Valve door; bucket is placed in the temperature controlled water bath case that has oscillator; after 70-90 ℃ of water heating in the water bath makes paraffin or compound paraffin or the fusing of compound crystal hydrated salt; in a kind of porous material expanded perlite or haydite or expanded graphite or expansion silica or foamed plastic or sepiolite input bucket; stir with agitator; the sealing bung; open vacuum pump and oscillator-close vacuum pump-unlatching air select valve door; for several times make paraffin or compound paraffin or compound crystal hydrated salt fully suck porous material repeatedly; pull porous material out; hot blast is blown away paraffin or the compound paraffin or the compound crystal hydrated salt of porous material surface; pour in the natural polymer resin of getting ready in advance or emulsion or synthetic macromolecule resin or emulsion; pulling drench out does; cement or white cement or geo-polymer with 32.5# and above label; calcium-base bentonite; flyash or French chalk; mix at 1: 1: 1 by mass ratio; evenly mix porous material; shake into particle with pellet rocker, drying and moulding is paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle.

7, according to the described phase-change accumulation energy back vertical plate of claim 1 or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and behind the waterproof phase-change accumulation energy top plate features be, by specification be slightly less than phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and behind the waterproof phase-change accumulation energy inner frame, GRC shell and insulation layer, the phase-change accumulation energy layer of top board form; The phase-change accumulation energy back vertical plate is stand without issue design, is that the spacing with one or more phase-change accumulation energies slope top truss is wide, the vertical dual-use function with vertical load-bearing and back wall insulation of installing; The phase-change accumulation energy rear wall plate is that back stand design is arranged, be that spacing with one or more sloping top trusses is long, laterally install, both differences are the design specifications of angle iron on the phase-change accumulation energy back vertical plate inner frame or U-steel greater than the angle iron on the phase-change accumulation energy rear wall plate inner frame or the design specifications of channel-section steel, and meet resistance to compression, the requirement of anti-folding; On polylith phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard, be reserved with air inlet duct or exhaust fan installing hole; The phase-change accumulation energy framed side wallboard except be designed to phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and and behind the waterproof phase-change accumulation energy top board with material, can also be designed to the transparent side wallboard, the upper edge of phase-change accumulation energy framed side wallboard and transparent side wallboard is with the angle setting of sloping top truss; Waterproofing course from waterproof phase-change accumulation energy adverse grade top board is to strengthen the blade coating water-repellent paint on phase-change accumulation energy adverse grade top board with non-weaving cloth; Concrete manufacture method follows these steps to carry out:

(1) above-mentioned inner frame has two kinds of form of structure: 1. be with diameter 0.5-5mm, mesh is the square of 10 * 10mm-100 * 100mm or prismatic reinforcing bar weldering net or wire drawing expanded metal lath, is angled the rectangular trapezoidal or square trapezoidal screen frame of 100-120 degree according to design length and height four edge break songs; Design length and height according to screen frame in the screen frame weld net or continuous V-type or the single V-type support of wire drawing expanded metal lath warpage with reinforcing bar, and two of support and screen frame warpage angle are coincide; The colligation at the bottom of the vertical and screen frame with continuous V-type or several single V-type supports, being the cross-wire weld center of being connected into the reinforcing bar of several diameter 2-6mm and screen frame upper edge hole above is the continuous V-type or the structural frames of several V-type supports; Be welded into chase inwards with the size of structural frames upper edge hole and the angle iron or the channel-section steel angle mouth that meet resistance to compression, the designing requirement of anti-folding, with the welding of structural frames upper edge hole, in chase according to the spacing setting of sloping top truss together or several angle iron or channel-section steel is perpendicular supports; Upper and lower side frame or left and right side frame 2/3 place at angle iron or channel-section steel frame are symmetrical arranged screw connection (lifting) hole; Exceed the fixing two female screws of wallboard of steel framework 30-50mm in four welded corner joints of angle iron or channel-section steel frame; When the inner frame of phase-change accumulation energy framed side wallboard was made, top folding net and angle iron or channel-section steel frame were the angle flanging settings according to sloping top truss; The external surface spary anticorrosive paint of inner frame; 2. be the W type support that is flexed into 90 degree with the cold-drawn bar of diameter 4-6mm according to design height, up and down with the reinforcing bar of two diameter 3-6.5mm, be welded into W type truss, be angled the trapezoidal truss frame of the rectangular trapezoidal of 100-120 degree or side with the truss welding, in the truss frame, upper side frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to lower frame 2/3 place, lower frame 1/3 place is to left frame 2/3 place, left frame 1/3 place is to upper side frame 2/3 place, with the truss center of being welded into is the structural frames of prismatic, be reinforcing bar weldering net or wire drawing expanded metal lath and the colligation of prismatic structure frame of 20 * 20mm-100 * 100mm with diameter 1-5mm mesh at the bottom of the frame, with the size of prismatic structure frame upper edge hole with meet resistance to compression, the angle iron or the channel-section steel angle mouth of the designing requirement of anti-folding are welded into chase inwards, upper edge hole welding with the prismatic structure frame, upper and lower side frame or left and right side frame 2/3 place at angle iron or channel-section steel frame are symmetrical arranged screw connection (lifting) hole, exceed the fixing two female screws of wallboard of steel framework 30-50mm in four welded corner joints of angle iron or channel-section steel frame; The external surface spary anticorrosive paint of inner frame;

(2) above-mentioned GRC shell and insulation layer are according to phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard with from the design specifications of waterproof phase-change accumulation energy adverse grade top board, enclose frame with template, place on the platform that is covered with isolation cloth or scribbles remover, cement or geo-polymer with 32.5# and above label, sand or grain slag, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water is an amount of, precentagewise 30-40: 40-50: 1-10: water reducing agent, defoamer, water is an amount of, mixing and stirring, be the GRC sheathing material, spraying or smear GRC sheathing material 2-5mm is thicker than the platform in the template and encloses the frame last layer, lay alkali-resistant glass fibre grid cloth one deck, two layers of alkali-resistant glass fibre grid cloth are laid in spraying or smear GRC sheathing material 2-5mm and be thicker than the platform in the template and enclose on the frame two layers; With in-seam mount interior, spray or smear GRC sheathing material 2-5mm and be thicker than the platform in the template and enclose on the frame three layers; Insert lightweight aggregate (perlite or haydite or float pearl or granular polystyrene) concrete or normal temperature physical foaming cement or normal temperature chemical blowing cement or normal temperature physical blowing geo-polymer or normal temperature chemical blowing geo-polymer (unit weight 200-500kg/ cubic meter or more than), prolong angle iron or channel-section steel upper frame edge and wipe off along 20-50mm down and be insulation layer;

(3) above-mentioned phase-change accumulation energy layer can be made into the phase-change accumulation energy layer with different latent heat: (1) is by in the many gusts of vacuum suction methods: after 1. pulling drench out and doing, directly insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame; 2. pellet rocker shakes into particle, directly is filled into phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame; 3. do not insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and in the angle iron or grooved frame of waterproof phase-change accumulation energy adverse grade top board, directly pour in the mould of getting ready in advance, make the phase-change accumulation energy precast plate, be pasted on phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and in the angle iron or channel-section steel frame of waterproof phase-change accumulation energy adverse grade top board with Polymer Synthesizing emulsion cement gel; (2) with the cement of 32.5# and above label or geo-polymer, paraffin particles or composite stone Wax particles or compound crystal hydrated salt particle, calcium-base bentonite, Polymer Synthesizing emulsion, water reducing agent, defoamer, water precentagewise 30-40: 30-50: 5-10: 1-5, water reducing agent, defoamer, water are an amount of, stir, angle iron or the channel-section steel frame of inserting phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and phase-change accumulation energy adverse grade top board are interior floating; (3) with fusing point 20-30 ℃, and added and had the paraffin that strengthens thermal conducting function material (iron powder or aluminium powder or copper powder or graphite powder) or the plastic flexible pipe of compound paraffin wax or compound crystal hydrated salt and diameter 3-10mm, one end of plastic flexible pipe places in the paraffin or compound paraffin wax or compound crystal hydrated salt of fusing, the plastic flexible pipe other end connects the vacuum machine, start the vacuum machine with in paraffin or compound paraffin wax or the compound crystal hydrated salt suction plastic flexible pipe, the two ends of thermoplastic sealing plastic flexible pipe; The plastic flexible pipe of paraffin or compound paraffin wax or compound crystal hydrated salt will be sucked, go into phase-change accumulation energy rear wall plate or phase-change accumulation energy back vertical plate and phase-change accumulation energy framed side wallboard and in the angle iron or grooved steel framework of waterproof phase-change accumulation energy adverse grade top board, be filled into phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the triangle chase of waterproof phase-change accumulation energy adverse grade top board with S type dish by (2); (6) will suck the plastic flexible pipe of paraffin or compound crystal hydrated salt, go into S type dish in the angle iron or grooved steel framework of phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and phase-change accumulation energy adverse grade top board, with cement or geo-polymer, haydite, calcium-base bentonite, the aqueous high molecular synthetic emulsion, water reducing agent, defoamer, water is an amount of, precentagewise 30-40: 10-20: 3-5: 1-5 water reducing agent, defoamer, water is an amount of, stir, insert phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard and floating in the angle iron of waterproof phase-change accumulation energy adverse grade top board or channel-section steel frame, glass fiber reticular cloth is smeared on the surface;

(4) above-mentionedly on polylith phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard, be reserved with air inlet duct or exhaust fan installing hole, be according to the air inlet duct of phase-change energy-storage solar greenhouse and the design quantity and the specification of exhaust fan, angle iron with 20 * 20mm-50 * 50mm is welded into two angle mouths iron frame inwards up and down, up and down between the iron frame, thickness according to phase-change accumulation energy framed side wallboard and phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate exceeds 0-200mm welding weldering net, place the inner frame welding, with the template enclosing, other manufacturing with phase-change accumulation energy back vertical plate or phase-change accumulation energy rear wall plate and phase-change accumulation energy framed side wallboard is identical; Insulation port lid and fly net in the one side installation activity of air inlet and exhaust fan.

8, be characterised in that according to the described transparent side wallboard of claim 7, design specifications according to the phase-change accumulation energy framed side wallboard, to meet the rectangle or the rectangular steel tube of resistance to compression, the designing requirement of anti-folding, chamfer is welded into chase, pressing groined type in the chase distributes, spacing 500-600mm welds reinforced pipe, the spary water-repellent paint, sticking foam double-side adhesive tape between the inside and outside employing bilayer of chase or multilayer (PC) sunlight board, chase and sunlight board is fixed with self threading pin or aluminium rivet with aluminium alloys press strip and sealing joint strip and chase between edges of boards and plate; When transparent side wallboard top combines with sloping top truss, according to the angle setting of sloping top truss.

Be characterised in that according to fixed teleblem of the described skin of claim 1 and internal layer deployable and collapsible insulation film that 9, outer fixed teleblem can adopt single or multiple lift to have (PC) sunlight board of antidrip ageing-resistant function, also can adopt antidrip ageing-resistant plastic sheeting; Adopt (PC) sunlight board when mounted chase with (PC) glue foam double-side glue between the sunlight board, fix with self threading pin or aluminium rivet with aluminium alloys press strip and sealing joint strip and sloping top truss between plate; When adopting antidrip ageing-resistant plastic sheeting, flanging scalds and is welded into bag around the antidrip ageing-resistant plastic sheeting, wire rope handling be fixed in sloping top truss around, fixing up and down between the top truss of slope with plastic steel wire tightrope, perhaps with C shape steel card, the plastic steel wire card of W shape, with antidrip ageing-resistant plastic sheeting be fixed in sloping top truss around, fixing up and down between the top truss of slope with plastic steel wire tightrope, employing has antidrip ageing-resistant function (PC) sunlight board when being outer fixed teleblem, and the last arc of sloping top truss is a square steel pipe; Adopting antidrip ageing-resistant plastic sheeting is outer fixed teleblem, and arc is a round steel pipe on the sloping top truss; Internal layer deployable and collapsible insulation film can manufacture printing opacity or light tight two kinds of insulation films, the transparent heat insulating film is that the spacing with a plurality of sloping top trusses is wide, with the wide of phase-change energy-storage solar greenhouse is length, with thick antidrip ageing-resistant plastic sheeting of 0.8-1.2mm or PVC film is base material, with the aqueous high molecular synthetic emulsion, hollow glass micropearl, float pearl, blanc fixe or French chalk, defoamer, precentagewise 30-50: 30-40: 5-10: 10-20: defoamer, water is an amount of, stir, thick with mechanically spraying or blade coating 2-4mm on antidrip ageing-resistant plastic sheeting or PVC film substrate, do with 50 ℃ of warm winds, make the transparent heat insulating film; The manufacturing of light tight insulation film is that the spacing with a plurality of sloping top trusses is wide, is length with the wide of phase-change energy-storage solar greenhouse, with 100-180 gram/m ²Non-weaving cloth is base material, with aqueous high molecular synthetic emulsion, white cement, hollow glass micropearl, float pearl, calcium carbonate or French chalk, defoamer, precentagewise 30-50: 20-30: 20-30: 10-20: 10-20: defoamer, water are an amount of, stir, thick with mechanically spraying or blade coating in the two sides 2-4mm of non-weaving cloth base material, with 80-100 ℃ of hot blast drying, make light tight insulation film.

10, be characterised in that according to the described phase-change energy-storage solar greenhouse that is assembled at the construction field (site) of claim 1, at the construction field (site) around fluting be positive negative zero with the top of ground foundation pier, the below of ground foundation pier and the thick sclerosis bed course of 100-150mm is set all around; Distance between the top truss of slope and distance between the stand of back and the distance between the side stand, design decision according to phase-change energy-storage solar greenhouse, the slope top truss can weld with the back stand, also can weld with the phase-change accumulation energy rear wall plate, also can weld with the phase-change accumulation energy back vertical plate; Can twice between the top truss of slope or the multiple tracks reinforcing bar to pass welding fixing, also can between sloping top truss, right-angled intersection be tightened with plastic steel wire tightrope and buckle, turnbuckle screw; Phase-change accumulation energy rear wall plate, phase-change accumulation energy framed side wallboard, from waterproof phase-change accumulation energy adverse grade top board, but be connected with sloping top truss, back stand screw or weld, insert water-swellable sealing rod and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The phase-change accumulation energy back vertical plate when mounted, on the two female screws of 4 lower margins that are provided with at foundation pier top, ground adjustable leveling iron plate is set and phase-change accumulation energy back vertical plate back welding connects, between the phase-change accumulation energy back vertical plate at least three places more than the external welding 50mm, insert water-swellable sealing rod and heat insulating material and expansive cement between plate, that the aqueous high molecular synthetic emulsion stirs into paste is floating; The installation of internal layer deployable and collapsible insulation film: in back stand or the top of phase-change accumulation energy back vertical plate and the bottom of sloping top truss, the spool up and down that East and West direction runs through phase-change energy-storage solar greenhouse is set, according to the width of internal layer insulation film bearing and back stand or phase-change accumulation energy back vertical plate and sloping top truss being set on axle fixes, at an end of back stand spool or sloping top truss spool, be provided with the moving film-coiling device of torch and be connected with chain with spool up and down; With plastic steel wire tightrope or stainless steel tube, along under the sloping top truss, the 300-500mm of being separated by, the taxiway that East and West direction runs through phase-change energy-storage solar greenhouse deployable and collapsible insulation film is set, width according to the internal layer insulation film, the bearing suspender member that is connected with plastic steel wire tightrope or stainless steel tube is set under sloping top truss, one end screws with turnbuckle screw when adopting plastic steel wire tightrope, the internal layer insulation film is penetrated taxiway, the upper end is fixed with the spool of back in the stand, and the lower end is connected with spool on the sloping top truss with rope or belt; Brushing anticorrosive paint on solder joint.