CN1693609A - Concrete building combined with heat insulating framework and its construction method - Google Patents
Concrete building combined with heat insulating framework and its construction method Download PDFInfo
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- CN1693609A CN1693609A CN 200510200202 CN200510200202A CN1693609A CN 1693609 A CN1693609 A CN 1693609A CN 200510200202 CN200510200202 CN 200510200202 CN 200510200202 A CN200510200202 A CN 200510200202A CN 1693609 A CN1693609 A CN 1693609A
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Abstract
This invention is built-up plate heat preservation and insulation concrete building and its construction method. The heat preservation and insulation layer is also used as wall framework, concrete wall body base course is placed in wall framework, wall framework is consisted by two pieces of parallel set polystyrene foam plastic side plate, inner fixed billet is set in the plate, steel bar junction piece and welded mesh is set between the billet. PVC baffles are pasted on four walls of door and window mouth depth part, glass fiber grid layer is pasted on PVC baffles, inner and outer surface of wall heat protection plate is enclosed by glass fiber grid layer. Expanded metal is fixed on the layer, and it enclosures the outer surface of the heat protection plate, cement mortar is filled in mesh of the expanded metal, the thickness of the mortar is same to the expanded metal, concrete drowned orifice is opened on down table that at door and window mouth. The bottom layer of polystyrene heat protecting floor slab is floor slab plate that made of flute type polystyrene foam plastic pre-buried steel, rib joist steel is set in the flute, and it is placed with top layer as one body.
Description
(1) technical field
The present invention relates to a kind of concrete structure and job practices, particularly a kind of thermal-insulation concrete building thing and job practices.
(2) background technology
It is that EPS makes wall form and slab form that existing thermal-insulation concrete building thing and job practices adopt polystyrene foam plastics, the center fluid concrete.Though have insulation, defening effect is good, many advantages such as easy construction, need improvements below also having: for example the intensity of polystyrene heat-preservation wall form is lower, easy swollen mould, cracking; The door and window corner is damaged easily, and exterior wall lacks fixed point, is not easy to wall body decoration; Behind the walls concrete casting complete, can not do wall body decoration work at once, prolong the integral construction time; The polystyrene heat-preservation wall form is exposed to outside the solar ultraviolet, can not avoid in work progress the oxidation to template surface.
(3) summary of the invention
The purpose of this invention is to provide a kind of concrete building combined with heat insulating framework and job practices, solve the technical problem that the energy saving building batch production is built; Also solve the problem that the wall form surface strength is lower, the corner is damaged easily; Also solve the problem that prevents thermal-insulation concrete building thing cracking resistance, antidetonation.
Technical scheme of the present invention: this concrete building combined with heat insulating framework, comprise basis, concrete wall basic unit, thermal insulation layer, door and window, floor and roof, it is characterized in that:
Concreting body of wall basic unit in the thermal insulation layer double as wall form, wall form; Wall form is made up of two polystyrene foam plastics side templates that be arranged in parallel, built-in steel disc is arranged in the plate, rebar connector and welded steel fabric are arranged between the built-in steel disc, the built-in steel disc of two rows is opposed, evenly spaced apart and vertically be embedded in the polystyrol plastic foam plate side template, there is shaggy tooth at its edge, have through hole on the shaggy tooth, this shaggy tooth and through hole are appeared at polystyrol plastic foam plate side template inner face, the through hole of the built-in steel disc in both sides is passed at the rebar connector two ends respectively, connects with steel disc, rivet combination between the wall form;
Paste the PVC baffle plate at door and window hole depth position wall; The fiberglass gridding cloth layer that on the PVC baffle plate, has one deck to paste by polymer cement mortar, the fiberglass gridding cloth layer passes door and window hole, encloses the inner face and the outside that wrap in the wall thermal insulating template; Fixation steel plate net on the fiberglass gridding cloth layer, the steel plate square window opening mouth depth position of moving into one's husband's household upon marriage, and enclose the outside that wraps in the wall thermal insulating template; Be filled with the cement mortar that is solidified as one with expanded metal lath in the mesh of expanded metal lath, this cement mortar and expanded metal lath are with thick; Have at least one concrete spouting hole on the door and window hole following table being positioned at, between the wall thermal insulating template, concreting is arranged;
There is reinforced mesh at the coupling beam place; Polystyrene heat-preservation floor lower floor is the slab form of being made by the pre-buried shaped steel of groove shaped polystyrene foam plastics, be provided with the girt strip reinforcing bar in the groove, in the polystyrene heat-preservation floor topping steel mesh reinforcement is arranged, polystyrene heat-preservation floor upper strata is the concrete that is cast in lower floor; Pre-buried roof truss and wall connecting piece in the top layer concrete wall basic unit, and be connected with roof truss.
The cross section of above-mentioned built-in steel disc is П shape or L shaped.
Above-mentioned rebar connector is] shape, there is crotch at two ends.
Above-mentioned wall form and slab form all have the concavo-convex edge that is connected.
Above-mentioned wall form inner face has fiberglass gridding cloth and the surface layer of being pasted by polymer cement mortar in proper order; Order has fiberglass gridding cloth layer, expanded metal lath, second layer fiberglass gridding cloth and the architectural surface of rivet clasp on above-mentioned built-in steel disc of being pasted by polymer cement mortar outside wall form, and filling and expanded metal lath are with thick cement mortar in the mesh of expanded metal lath; Architectural surface is a floated coat surface brush skin of paint, or colored floated coat.
The job practices of this concrete building combined with heat insulating framework is characterized in that construction sequence is as follows:
The heat-preserving wall construction:
Do the basis, place the reinforcing bar built-in fitting in the basis at interval (1), earlier;
(2), place welded steel fabric;
(3), begin to place wall form from the turning, and wall form is mutually bonding with concrete foundation with the polyurethane foam adhesive, during laying, guarantee the verticality and the levelness of template;
(4), place straight wall form, and, the coupling beam position is being arranged, the placement reinforced mesh with the fixing rebar connector of neighboring walls template of binding strap;
(5), pre-buried and fix various building implements pipeline wall bushings;
(6), on wall form, offer door and window hole, and seal with baffle plate in incision;
(7), outside being laid on fiberglass gridding cloth in the template with polymer cement and the surface of the otch baffle plate of door and window hole;
(8), expanded metal lath is fixed on wall form exterior wall side and wraps the otch baffle plate with rivet, pad, whitewash cement to expanded metal lath with thick, levelling forms cement basic layer;
(9), open plug hole at window hole downside;
(10), cast wall concrete;
The polystyrene heat-preservation floor slab construction:
(11), place slab form, this slab form is made by the pre-buried shaped steel of groove shaped polystyrene foam plastics;
(12), the floor intermediate supports is installed, vertical adjustable support is installed at a certain distance, all supports all need be placed on the smooth concrete floor;
(13), reinforcing bar and colligation that slab form girt strip reinforcing bar and floor topping be installed fix, reinforcing bar gos deep in the body of wall in the floor;
(14), pre-buried and fix various building implements pipeline wall bushings;
(15), upper strata wall form, wall form outside steel disc, rivet connection are installed;
(16), regulate the vertical support of oblique support of body of wall and floor;
(17), fluid concrete;
(18), when concrete strength reaches pre-provisioning request, remove the vertical support of floor; Repeat above-mentioned steps, all the other floors of having constructed;
(19), before the top wall cast, pre-buried roof truss and wall connecting piece in the building top wall;
(20), roof truss is installed;
(21), after one deck body of wall reaches the predetermined strength requirement, carry out indoor and outdoor decoration.
Above-mentioned basis is strip foundation or mat foundation, places the reinforcing bar built-in fitting in the basis, and the base surface width is greater than 8 to 10 centimetres of bodies of wall.
Pre-buried shaped steel is C shaped steel, channel-section steel or i iron in the above-mentioned slab form.
Paste decoration element with polymer cement mortar on the above-mentioned wall form.
Above-mentioned roof truss is pitched roof or flat roof.
Beneficial effect of the present invention: effectively improve the intensity of polystyrene heat-preservation wall form, avoid swollen mould; Strengthen the exterior wall globality, and have accurate planeness; Effectively prevent outer wall cracking; Be easy to do multiple wall body decoration, flexible design; Behind the walls concrete casting complete, can do wall body decoration work, shorten the integral construction time; Cement basic layer just is attached to its surface in the short time behind polystyrene heat-preservation wall form installation in position, avoided solar ultraviolet oxidation to template surface in work progress effectively.
The door and window hole size can be offered as required, not limited by product size, flexible design; PVC baffle plate force way is reasonable, and is not yielding; Need not use the hole mould, finish the hole cement basic layer before the concrete pouring; Before the fluid concrete, form a complete house template system; The corner of door and window hole is not fragile, guarantees the building operations quality; Improve cracking resistance, anti-seismic performance, keep the globality of building masonry wall.Solved the problem of offering door and window hole at composite heat insulation concrete wall, made the composite thermal-insulation concrete building system more perfect.
Adopt welded steel fabric, finish reinforced bar engineering, use prefabrication polystyrene heat-preservation gang form, and fix with connector, solidify the template outside with the steel mesh polymer cement, cast-in-situ concrete forms permanent thermal insulation concrete body of wall, is of value to cracking resistance, antidetonation.
The quick hardening cement layer that whitewashes on the gang form surface can harden at short notice, makes gang form reach the intensity of fluid concrete requirement, and it is as the basic unit of internal and external ornament later on.
After body of wall reaches the predetermined strength requirement, can carry out indoor and outdoor decoration, must not wait until after main building is finished and carry out again, shorten construction period by the building designing requirement.
The present invention also has the following advantages: integrated design, modularization production, installation.Build guality, duration can accurately be controlled, and the site operation dry operation makes concrete construction realize the batch production construction.Meet the energy saving building requirement, insulation, sound insulation value is good, the percentage of usable dwelling area height, and structural seismic performance is strong, and speed of application is fast.Gang form site operation speed is faster than the conventional steel template, and need not form removal.
(4) description of drawings
Fig. 1 is the combination and the welded steel fabric schematic diagram of wall form;
Fig. 2 is wall form and welded steel fabric node schematic diagram;
Fig. 3 is straight wall form drawing in side sectional elevation;
Fig. 4 is that coupling beam place vertical reinforcement net sheet is arranged schematic diagram;
Fig. 5 is a wall form perforate schematic diagram;
Fig. 6 is a PVC baffle plate scheme of installation;
Fig. 7 finishes the door and window hole schematic diagram;
Fig. 8 is wall form and polystyrene heat-preservation floor slab construction schematic diagram;
Fig. 9 is a polystyrene heat-preservation floor schematic diagram;
Figure 10 is the connection diagram of body of wall and roof truss.
Among the figure: the 1-wall form, the 2-welded steel fabric, the 3-binding strap, the built-in steel disc of 4-, the 5-rebar connector, the 6-solder joint, the 7-shaggy tooth, the 8-through hole, 9-concrete wall basic unit, the concavo-convex edge that is connected of 10-, the 11-reinforced mesh, the 12-door and window hole, the 13-PVC baffle plate, 14-fiberglass gridding cloth layer, the 15-expanded metal lath, 16-concrete spouting hole, 17-polystyrene heat-preservation floor, the 18-slab form, 19-girt strip reinforcing bar, the 20-steel mesh reinforcement, the 21-concrete, 22-shaped steel, 23-roof truss and wall connecting piece, the 24-roof truss, the 25-fiberglass gridding cloth, the 26-surface layer, 27-fiberglass gridding cloth layer, the expanded metal lath of 28-rivet clasp on above-mentioned built-in steel disc, 29-second layer fiberglass gridding cloth, the 30-architectural surface, the 31-steel disc, the 32-rivet, the 33-vertical support.
(5) specific embodiment
The embodiment of this concrete building combined with heat insulating framework such as Fig. 1-10:
Referring to Fig. 1,2,3, thermal insulation layer double as wall form, concreting body of wall basic unit 9 in the wall form 1; Wall form is made up of two polystyrene foam plastics side templates that be arranged in parallel, built-in steel disc 4 is arranged in the plate, rebar connector 5 and welded steel fabric 2 are arranged between the built-in steel disc, the built-in steel disc of two rows is opposed, evenly spaced apart and vertically be embedded in the polystyrol plastic foam plate side template, there is shaggy tooth 7 at its edge, have through hole 8 on the shaggy tooth, this shaggy tooth and through hole are appeared at polystyrol plastic foam plate side template inner face, and the through hole of the built-in steel disc in both sides is passed at the rebar connector two ends respectively.Welded steel fabric 2 has solder joint 6 with the shaggy tooth 7 of built-in steel disc.Fiberglass gridding cloth 25 and the surface layer of being pasted by polymer cement mortar 26 arranged in proper order at the wall form inner face; Order has fiberglass gridding cloth layer 27, expanded metal lath 28, second layer fiberglass gridding cloth 29 and the architectural surface 30 of rivet clasp on above-mentioned built-in steel disc of being pasted by polymer cement mortar in the wall form outside, filling and expanded metal lath are with thick cement mortar in the mesh of expanded metal lath, the outer cover architectural surface, this architectural surface is a floated coat surface brush skin of paint, or colored floated coat.When wall form makes up, use the fixedly connector of adjacent forms of binding strap 3, be connected with steel disc 31, rivet 32 between the wall form.
The cross section of above-mentioned built-in steel disc 4 is П shape or L shaped.
Above-mentioned rebar connector 5 is] shape, there is crotch at two ends.
Above-mentioned wall form and slab form all have the concavo-convex edge that is connected 10.
Referring to Fig. 5,6,7, paste PVC baffle plate 13 at door and window hole 12 depth position walls; The fiberglass gridding cloth layer 14 that on the PVC baffle plate, has one deck to paste by polymer cement mortar, the fiberglass gridding cloth layer passes door and window hole, encloses the inner face and the outside that wrap in the wall thermal insulating template; Fixation steel plate net 15 on the fiberglass gridding cloth layer, the steel plate square window opening mouth depth position of moving into one's husband's household upon marriage, and enclose the outside that wraps in the wall thermal insulating template; Be filled with the cement mortar that is solidified as one with expanded metal lath in the mesh of expanded metal lath, this cement mortar and expanded metal lath are with thick; Have at least one concrete spouting hole 16 on the door and window hole following table being positioned at, between the wall thermal insulating template, concreting is arranged.
Referring to Fig. 4, there is reinforced mesh 11 at the coupling beam place.
Referring to Fig. 8,9, polystyrene heat-preservation floor 17 lower floors are slab forms 18 of being made by the pre-buried shaped steel 22 of groove shaped polystyrene foam plastics, be provided with girt strip reinforcing bar 19 in the groove, steel mesh reinforcement 20 is arranged in the polystyrene heat-preservation floor topping, and polystyrene heat-preservation floor upper strata is the concrete 21 that is cast in lower floor.
Referring to Figure 10, pre-buried roof truss and wall connecting piece 23 in the top layer concrete wall basic unit, and be connected with roof truss 24.
Concrete construction sequence of the present invention:
The heat-preserving wall construction
The basis should be selected the strip foundation form for use, places the reinforcing bar built-in fitting at a certain distance.The base surface width should be greater than 8 to 10 centimetres of bodies of wall.
Place welded steel fabric on request, finish reinforced bar engineering.
Begin to place wall form from the turning, and with the polyurethane foam adhesive that template is mutually bonding with concrete foundation.During laying, guarantee the verticality and the levelness of template.(seeing Fig. 1, Fig. 2)
Place straight wall form, and with the fixing connector of adjacent forms of binding strap.The coupling beam position is being arranged, needing to place welded steel fabric.(seeing Fig. 3, Fig. 4)
Pre-buried and fix various building implements pipeline wall bushings.
Door window hole on request, and seal with baffle plate in incision.(seeing Fig. 5, Fig. 6)
Outside being laid on fiberglass gridding cloth in the template with polymer cement and the surface of the otch baffle plate of door and window hole.
With rivet, pad expanded metal lath is fixed on template exterior wall side and wraps the otch baffle plate.Whitewash cement to expanded metal lath with thick, levelling forms cement basic layer, the enhancement mode panel stiffness reaches the concrete pouring requirement.
Closely knit for the beneath window concrete can be poured into, downside is opened some circular holes at the window hole.(see figure 7)
The cast wall concrete.
The polystyrene heat-preservation floor slab construction
Place slab form, need closely agree with between the slab form.
The floor intermediate supports is installed.Vertical adjustable support is installed at a certain distance.All supports all need be placed on the smooth concrete floor.
Reinforcing bar (structure muscle and fixedly muscle) is installed.Reinforcing bar and colligation that slab form girt strip reinforcing bar and floor topping are installed according to drawing fix, and floor gos deep into the length and the anchoring of the reinforcing bar of body of wall must satisfy code requirement.
Pre-buried and fix various building implements pipeline wall bushings.
One side wall phantom plate is installed on the wall form 1, is connected with steel disc 31, rivet 32 between the wall form, see Fig. 8.
Regulate the vertical support 33 of oblique support of body of wall and floor, make body of wall and floor meet the requirements of levelness, verticality.
Fluid concrete.Pour into a mould from the edge toward middle during cast, concrete is cast evenly, can not pile up at a place.(Fig. 9).
When concrete strength reaches pre-provisioning request, remove floor and support.
Repeat above-mentioned steps, all the other floors of having constructed.
Must be in the building top wall before the top wall cast pre-buried roof truss and wall connecting piece.
Roof truss is installed.(Figure 10)
After one deck body of wall reaches the predetermined strength requirement, can carry out indoor and outdoor decoration, must not wait until after main building is finished and carry out again by the building designing requirement.
Claims (10)
1. a concrete building combined with heat insulating framework comprises basis, concrete wall basic unit, thermal insulation layer, door and window, floor and roof, it is characterized in that:
Concreting body of wall basic unit in the thermal insulation layer double as wall form, wall form; Wall form is made up of two polystyrene foam plastics side templates that be arranged in parallel, built-in steel disc is arranged in the plate, rebar connector and welded steel fabric are arranged between the built-in steel disc, the built-in steel disc of two rows is opposed, evenly spaced apart and vertically be embedded in the polystyrol plastic foam plate side template, there is shaggy tooth at its edge, have through hole on the shaggy tooth, this shaggy tooth and through hole are appeared at polystyrol plastic foam plate side template inner face, the through hole of the built-in steel disc in both sides is passed at the rebar connector two ends respectively, connects with steel disc, rivet combination between the wall form;
Paste the PVC baffle plate at door and window hole depth position wall; The fiberglass gridding cloth layer that on the PVC baffle plate, has one deck to paste by polymer cement mortar, the fiberglass gridding cloth layer passes door and window hole, encloses the inner face and the outside that wrap in the wall thermal insulating template; Fixation steel plate net on the fiberglass gridding cloth layer, the steel plate square window opening mouth depth position of moving into one's husband's household upon marriage, and enclose the outside that wraps in the wall thermal insulating template; Be filled with the cement mortar that is solidified as one with expanded metal lath in the mesh of expanded metal lath, this cement mortar and expanded metal lath are with thick; Have at least one concrete spouting hole on the door and window hole following table being positioned at, between the wall thermal insulating template, concreting is arranged;
There is reinforced mesh at the coupling beam place; Polystyrene heat-preservation floor lower floor is the slab form of being made by the pre-buried shaped steel of groove shaped polystyrene foam plastics, be provided with the girt strip reinforcing bar in the groove, in the polystyrene heat-preservation floor topping steel mesh reinforcement is arranged, polystyrene heat-preservation floor upper strata is the concrete that is cast in lower floor; Pre-buried roof truss and wall connecting piece in the top layer concrete wall basic unit, and be connected with roof truss.
2. the job practices of concrete building combined with heat insulating framework according to claim 1, it is characterized in that: the cross section of above-mentioned built-in steel disc is ∏ shape or L shaped.
3. the job practices of concrete building combined with heat insulating framework according to claim 1, it is characterized in that: the cross section of above-mentioned built-in steel disc is ∏ shape or L shaped.
4. the job practices of concrete building combined with heat insulating framework according to claim 1 and 2, it is characterized in that: above-mentioned wall form and slab form all have the concavo-convex edge that is connected.
5. the job practices of concrete building combined with heat insulating framework according to claim 1 and 2 is characterized in that: above-mentioned wall form inner face has fiberglass gridding cloth and the surface layer of being pasted by polymer cement mortar in proper order; Order has fiberglass gridding cloth layer, expanded metal lath, second layer fiberglass gridding cloth and the architectural surface of rivet clasp on above-mentioned built-in steel disc of being pasted by polymer cement mortar outside wall form, and filling and expanded metal lath are with thick cement mortar in the mesh of expanded metal lath; Architectural surface is a floated coat surface brush skin of paint, or colored floated coat.
6. the job practices of a concrete building combined with heat insulating framework is characterized in that construction sequence is as follows:
The heat-preserving wall construction:
Do the basis, place the reinforcing bar built-in fitting in the basis at interval (1), earlier;
(2), place welded steel fabric;
(3), begin to place the described wall form of claim 1 from the turning, and wall form is mutually bonding with concrete foundation with the polyurethane foam adhesive, during laying, guarantee the verticality and the levelness of template;
(4), place straight wall form, and, the coupling beam position is being arranged, the placement reinforced mesh with the fixing rebar connector of neighboring walls template of binding strap;
(5), pre-buried and fix various building implements pipeline wall bushings;
(6), on wall form, offer door and window hole, and seal with baffle plate in incision;
(7), outside being laid on fiberglass gridding cloth in the template with polymer cement and the surface of the otch baffle plate of door and window hole;
(8), expanded metal lath is fixed on wall form exterior wall side and wraps the otch baffle plate with rivet, pad, whitewash cement to expanded metal lath with thick, levelling forms cement basic layer;
(9), open plug hole at window hole downside;
(10), cast wall concrete;
The polystyrene heat-preservation floor slab construction:
(11), place slab form, this slab form is made by the pre-buried shaped steel of groove shaped polystyrene foam plastics;
(12), the floor intermediate supports is installed, vertical adjustable support is installed at a certain distance, all supports all need be placed on the smooth concrete floor;
(13), reinforcing bar and colligation that slab form girt strip reinforcing bar and floor topping be installed fix, reinforcing bar gos deep in the body of wall in the floor;
(14), pre-buried and fix various building implements pipeline wall bushings;
(15), upper strata wall form, wall form outside steel disc, rivet connection are installed;
(16), regulate the vertical support of oblique support of body of wall and floor;
(17), fluid concrete;
(18), when concrete strength reaches pre-provisioning request, remove the vertical support of floor;
Repeat above-mentioned steps, all the other floors of having constructed;
(19), before the top wall cast, pre-buried roof truss and wall connecting piece in the building top wall;
(20), roof truss is installed;
(21), after one deck body of wall reaches the predetermined strength requirement, carry out indoor and outdoor decoration.
7. the job practices of concrete building combined with heat insulating framework according to claim 6, it is characterized in that: above-mentioned basis is strip foundation or mat foundation, places the reinforcing bar built-in fitting in the basis, the base surface width is greater than 8 to 10 centimetres of bodies of wall.
8. the job practices of concrete building combined with heat insulating framework according to claim 6 is characterized in that: pre-buried shaped steel is C shaped steel, channel-section steel or i iron in the above-mentioned slab form.
9. the job practices of concrete building combined with heat insulating framework according to claim 6 is characterized in that: paste decoration element with polymer cement mortar on the above-mentioned wall form.
10. the job practices of concrete building combined with heat insulating framework according to claim 6, it is characterized in that: above-mentioned roof truss is pitched roof or flat roof.
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| CN100417772C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Positioning system for pre-buried steel bars in composite thermal-insulation concrete building foundation and construction method thereof |
| WO2010069262A1 (en) * | 2008-12-18 | 2010-06-24 | 延津县新兴建材研发推广中心 | Method for manufacturing and installing heat insulation outer wall and board-spreading machine thereof |
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| CN102287053A (en) * | 2011-06-22 | 2011-12-21 | 中国二十二冶集团有限公司 | Construction method for resisting cracks at junctions of plastered filler wall and dry concrete wall |
| CN102409854A (en) * | 2011-09-22 | 2012-04-11 | 深圳汇林达科技有限公司 | Building construction method |
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| CN103343655A (en) * | 2013-07-18 | 2013-10-09 | 南京建工集团有限公司 | Wall window construction method |
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| CN104196232A (en) * | 2014-08-06 | 2014-12-10 | 辽宁舜德国泰科工贸有限公司 | Manufacturing and erecting method of removal-free fireproof and heat-insulating building component formwork |
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| CN106930431A (en) * | 2017-05-05 | 2017-07-07 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of combined type cavity EPS modules |
| CN110374224A (en) * | 2019-06-04 | 2019-10-25 | 黑龙江省牧川装配式建筑有限公司 | A kind of walling system being made of assembly concrete wallboard and cast-in-situ thermal-insulated slurry |
| CN112726849A (en) * | 2021-02-06 | 2021-04-30 | 许勇宏 | Heat insulation method for realizing low energy consumption of building |
| CN112878484A (en) * | 2021-02-06 | 2021-06-01 | 王保枝 | Realize heat preservation structure of building low energy consumption |
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