CN101831967A - Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel - Google Patents
Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel Download PDFInfo
- Publication number
- CN101831967A CN101831967A CN 201010159138 CN201010159138A CN101831967A CN 101831967 A CN101831967 A CN 101831967A CN 201010159138 CN201010159138 CN 201010159138 CN 201010159138 A CN201010159138 A CN 201010159138A CN 101831967 A CN101831967 A CN 101831967A
- Authority
- CN
- China
- Prior art keywords
- thin
- core material
- panel
- insulation core
- steel plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000009413 insulation Methods 0.000 title claims abstract description 37
- 239000002131 composite material Substances 0.000 title claims abstract description 19
- 239000011162 core material Substances 0.000 claims abstract description 34
- 239000000463 material Substances 0.000 claims description 15
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 7
- 239000000378 calcium silicate Substances 0.000 claims description 7
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 6
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 239000004816 latex Substances 0.000 claims 1
- 229920000126 latex Polymers 0.000 claims 1
- 239000004033 plastic Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 4
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 210000003195 fascia Anatomy 0.000 description 20
- 238000010276 construction Methods 0.000 description 7
- 241000132536 Cirsium Species 0.000 description 6
- 239000011093 chipboard Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 6
- 239000000758 substrate Substances 0.000 description 5
- 238000012360 testing method Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 4
- 239000000839 emulsion Substances 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000012669 compression test Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Finishing Walls (AREA)
Abstract
本发明公开了一种开口薄壁型钢-保温芯材-薄面板复合节能外墙板，包括墙板承重构件以及填充层，其特征在于：所述的墙板承重构件由开口薄壁型钢板与两侧面板通过紧固连接件连接组成，所述的开口薄壁型钢板的厚度为0.4mm～2.0mm，所述的两侧面板厚度为6mm～12mm，所述的填充层为保温芯材，该保温芯材填充在所述的开口型钢板与两侧面板围合成的封闭空间内。与现有技术相比，本发明开口薄壁型钢-保温芯材-薄面板复合节能外墙板质量轻，运输、安装均很方便，薄面板能对开口薄壁型钢板与保温芯材均起到有效的保护作用，使其避免受到机械损伤，防止保温芯材的风化、隔离水与蒸汽，且防火、耐腐蚀。
The invention discloses an open thin-walled steel-insulation core material-thin panel composite energy-saving exterior wallboard, which includes a wallboard load-bearing member and a filling layer, and is characterized in that the wallboard load-bearing member is composed of an open thin-walled steel plate and an open thin-walled steel plate. The two side panels are connected by fastening connectors, the thickness of the open thin-walled steel plate is 0.4 mm to 2.0 mm, the thickness of the two side panels is 6 mm to 12 mm, and the filling layer is an insulating core material. The thermal insulation core material is filled in the closed space formed by the open-shaped steel plate and the two side panels. Compared with the prior art, the open thin-walled steel-insulation core material-thin panel composite energy-saving exterior wall panel of the present invention is light in weight, convenient for transportation and installation, and the thin panel can protect both the open thin-walled steel plate and the insulation core material. It can effectively protect it from mechanical damage, prevent weathering of the insulation core material, isolate water and steam, and be fireproof and corrosion resistant.
Description
Technical field
The present invention relates to a kind of peripheral structure member that is used for building construction and civil engineering can bearing load, specifically is a kind of thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia.
Background technology
At present, the exterior wall in the building construction of China mainly adopts allowable ratio of height to sectional thickness of masonry wall or column that brick or building block form or reinforced concrete wall as load-bearing and fender member.Brick needs to waste a large amount of energy in sintering procedure, and is disposable material, can't recycling.Need great amount of manpower in masonry or the steel concrete exterior enclosure wall work progress, construction mostly is wet trade, easily environment is polluted, and does not meet the building operations development trend of batch production making, the dried operation of site operation.The building outer wall of being made up of building material or reinforced concrete wall is from great, and thermal resistance value is less, and heat-insulating property is poor, also will add heat preserving and insulating material usually in addition and could satisfy country's present stage building energy conservation requirement.
In the residential construction field abroad, adopt the light steel panel wall system of close rib as building bearing and fender member.This panel wall system has been introduced China at present, and has built some pilot buildings in China some areas.This panel wall system be with the C type of the about 1.0mm～2.5mm of wall thickness or U type cold bending thin wall section bar as close rib column, the column spacing is equipped with the last lower guideway that U type cold bending thin wall section bar is made again between 300mm～900mm, form the wallboard stress system.Be connected with sheet material in C type or U type cold bending thin wall section bar both sides, but sheet material does not participate in only as maintenance component stressed.
The light steel panel wall system of close rib has been used for many years at American-European and Japanese these western developed countries, and these countries have the A to Z of property right and ripe design, production, construction technology of this cover system.China's relevant enterprise as indiscriminately imitate this cover system will inevitably make the relevant national industry of China's building field with external competition in occupy inferior position.5 height had once been done by Tongji University in 2006 be 2.7 meters the light steel frame test specimen of close rib axial compression test, and result of the test shows that the light steel frame greatest limit of close rib supporting capacity is only about 23.5kN.Testing concrete data lists in the table 1.
The light steel frame experimental data of the close rib of table 1
Because China does not still have the light steel panel wall system of the close rib codes and standards of oneself at present, when designing, the light steel panel wall system of close rib,, has the problem of safety and economy unavoidably owing to regional disparity only according to the standard in North America or Australia.And the house of the light steel system of close rib that designs can't examining by engineering department and administrative department.This system house is because the site assembly engineering quantity is big, and the considerable part material depends on import, and the construction cost height influences applying in China.
Building construction presses for developmental research and tallies with the national condition, and avoids above-mentioned technology to have weakness, lightweight and energy-saving composite outer wall board easy for installation.
Summary of the invention
In order to overcome China's not enough energy-conserving and environment-protective of exterior wall commonly used, from great, shortcoming such as can't reuse, this invention provides a kind of thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia, this side fascia can not only be as architectural exterior-protecting construction, can also be as supporting member, and have that high-strength light, anti-seismic performance are good, energy-conserving and environment-protective, speed of application is fast and characteristics such as recycling.
The technical solution adopted for the present invention to solve the technical problems is: a kind of thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia, comprise wallboard supporting member and packed layer, it is characterized in that: described wallboard supporting member is connected to form by fastening connection piece by thin-wall open section steel plate and both sides panel, the thickness of described thin-wall open section steel plate is 0.4mm～2.0mm, described two sides plate thickness is 6mm～12mm, described packed layer is a heat insulation core material, and this heat insulation core material is filled in the enclosure space that described open-type steel plate and both sides panel enclose.
Described heat insulation core material material is polystyrene or rock wool.
The outer panels of described both sides panel is that material is the thin panel of calcium silicate board or cement pressure plare, and this outer panels surface paste the Metal Substrate waterproofing materials and outside wall covering surface ceramic tile or plug-in waterproof mould panel; The wainscot of described both sides panel is that material is the thin panel of Thistle board or oriented wood chipboard, and pastes wallpaper or directly whitewash emulsion paint at the wainscot plate surface.
Composite energy-saving side fascia of the present invention, the thin-wall open section steel plate is connected by fastening connection piece with the both sides thin panel, and heat insulation core material plays function of heat insulation.Wherein heat insulation core material is filled in the enclosure space that open-type thin wall type steel plate rib of slab and both sides thin panel enclose.Thin-wall open section steel plate and both sides thin panel are connected to form a structural entity of bearing vertical load jointly by connector.
Heat insulation core material is selected light heat insulation materials such as polystyrene or rock wool for use, is filled in the enclosure space that thin-wall open section steel plate rib of slab and both sides thin panel enclose, not the outer architectural space of occupying volume.Because heat insulation core material does not participate in load-bearing, can select the lower heat insulating material of density for use.
Indoor for satisfying, outdoor different building function of use requirement, thin-wall open section steel plate both sides thin panel material, way are different.Adopting material at thin-wall open section steel plate upper surface is that the thin panel of calcium silicate board or cement pressure plare links to each other with the thin wall type steel plate by connector, and the Metal Substrate waterproofing materials is pasted on the thin panel surface, and also outer wall covering surface ceramic tile or plug-in waterproof are moulded panel.Adopting material in the inboard of open-type thin wall type steel plate is that the thin panel of Thistle board or oriented wood chipboard links together by connector and thin wall type steel plate, and plate surface is pasted wallpaper or directly whitewashed emulsion paint.Open-type thin wall type steel plate and both sides thin panel co-operation form the panel assembly stress system, have the function of going along with sb. to guard him with load-bearing concurrently.
Be convenient construction, save manpower, the double buckle form is made on thin wall type steel plate both sides, monolithic side fascia and another piece side fascia double buckle by the steel plate edge links to each other and gets final product during installation.
Effective effect of the present invention is that thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia split shed thin wall type steel plate and thin panel form combining structure, bears external load as a whole jointly.Wherein, thin-wall open section steel plate cross section is the twin shaft symmetrical section, is suitable for bearing axial compression load and small eccentricity press-bending load; The heat insulating material of filling can play effective thermal insulation effect and the outer architectural space of occupying volume not.
Thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia integrates load-bearing, thermal insulation and building external to be protected, and monolithic side fascia thickness is usually at 80～160mm, looks the weather conditions of building location and bearing load and changes.Width and length can processings in factory according to actual needs.At present, having finished 2 height in Hohai University is thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia component test of 2.6 meters, tests concrete data and lists in the table 2.
Table 2 thin-wall open section steel-heat insulation core material-thin panel composite energy-saving outside plate experimental data
As can be known from Table 1, monolithic thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia supporting capacity enough satisfies the needs of load bearing wall.And thin-wall open section steel-heat insulation core material-thin panel composite energy-saving side fascia light weight; transport, install all very convenient; thin panel can all play effective protective effect to thin-wall open section steel plate and heat insulation core material; make it avoid being subjected to mechanical damage; prevent weathering, isolated water and the steam of heat insulation core material, and fire prevention, corrosion-resistant.The splicing that the job site only need rely on manpower and simple machinery can finish side fascia is installed, and can guarantee engineering construction speed fast and job site cleanliness without any pollution and noiseless.
Description of drawings
The present invention is further described below in conjunction with accompanying drawing.
Fig. 1 is a front elevation view of the present invention.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is the B-B sectional drawing of Fig. 1.
Fig. 4 is a wallboard outside thin panel way.
Fig. 5 is the inboard thin panel way of wallboard.
Fig. 6 is the cross-sectional view of thin-wall open section steel plate.
Among the figure: 1. fastening connection piece, 2. outer panels, 3. thin-wall open section steel plate, 4. heat insulation core material, 5. wainscot, 6. son button, 7. box, 8. calcium silicate board or cement pressure plare, 9. the Metal Substrate waterproof roll 10. approaches the plaster leveling layer, and 11. outer wall covering surface ceramic tiles or plug-in waterproof are moulded panel, 12. Thistle board or oriented wood chipboard, 13. emulsion paints.
The specific embodiment
The specific embodiment
As shown in Figure 1 and Figure 2, the wallboard supporting member of composite energy-saving side fascia of the present invention is made of thin-wall open section steel plate 3 and both sides panel, the both sides panel comprises outer panels 2 and wainscot 5, the both sides panel adopts fastening connection piece 1 and open-type steel plate to link together, one end of fastening connection piece 1 vertically penetrates the surface of outer panels 2, the other end and outer panels 2 upper surface flush.For the interconnect function that makes fastening connection piece 1 is not fully exerted, fastening connection piece 1 need be uniformly distributed in the surface of outer panels 2.Heat insulation core material 4 is filled in the enclosure space that the rib of slab of open-type steel plate 3 and outer panels 2 and wainscot 5 enclose, not the outer architectural space of occupying volume.Son button 6 and box 7 form double buckle, and during construction and installation, monolithic side fascia and another piece side fascia connect into integral body by child button 6 and box 7.
In Fig. 3, fastening connection piece 1 plays interconnect function, and outer panels 2, thin-wall open section steel plate 3 and wainscot 5 are linked together.Heat insulation core material 4 is filled in the enclosure space that the rib of slab of thin-wall open section steel plate 3 and outer panels 2 and wainscot 5 enclose, not the outer architectural space of occupying volume.The thickness of thin-wall open section steel plate 3 is 0.4mm～2.0mm, and the thickness of outer panels 2 is 6mm～12mm, and the thickness of wainscot 5 is 6mm～12mm.
In the embodiment shown in fig. 4, the material of outer panels 2 is selected calcium silicate board or cement pressure plare 8 for use, to satisfy the building function of use requirement of side fascia external surface.Fastening connection piece 1 is connected calcium silicate board or cement pressure plare 8 with open-type steel plate 3, form structural entity.For satisfying waterproof requirement, directly paste Metal Substrate waterproof roll 9 on the surface of calcium silicate board or cement pressure plare 8, the surface of Metal Substrate waterproof roll 9 lays outer wall covering surface ceramic tile after with thin plaster leveling layer 10 levelling or plug-in waterproof is moulded panel 11.In Fig. 5, the material of wainscot 5 is selected Thistle board or oriented wood chipboard 12 for use, and to satisfy the building function of use requirement of side fascia inner surface, the surface of Thistle board or oriented wood chipboard 12 is directly whitewashed emulsion paint 13 and got final product.Fastening connection piece 1 is connected Thistle board or oriented wood chipboard 12 with thin-wall open section steel plate 3, form the panel assembly stress system, has the function of going along with sb. to guard him with load-bearing concurrently.The cross-sectional view of thin-wall open section steel plate 3 as shown in Figure 6.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010159138 CN101831967A (en) | 2010-04-28 | 2010-04-28 | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010159138 CN101831967A (en) | 2010-04-28 | 2010-04-28 | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101831967A true CN101831967A (en) | 2010-09-15 |
Family
ID=42716165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010159138 Pending CN101831967A (en) | 2010-04-28 | 2010-04-28 | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101831967A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453083A (en) * | 2014-12-05 | 2015-03-25 | 广东菲思科金属科技有限公司 | Aluminium alloy wallboard |
| CN104746679A (en) * | 2013-12-25 | 2015-07-01 | 上海答仁新材料科技有限公司 | Composite adiabatic insulation board |
| CN105863114A (en) * | 2016-04-17 | 2016-08-17 | 耿云花 | Anti-static nonbearing wall body for building |
| CN106703267A (en) * | 2017-01-14 | 2017-05-24 | 山东飞越钢结构工程有限公司 | Composite floor board |
| CN108532797A (en) * | 2017-03-01 | 2018-09-14 | 上海钢之杰钢结构建筑系统有限公司 | A kind of high intensity permanent seal cooling light gauge cold-formed steel shape wall system |
| CN110616824A (en) * | 2019-10-08 | 2019-12-27 | 台州学院 | Anti-seismic wind-resistant combined wall |
| CN113833103A (en) * | 2021-09-30 | 2021-12-24 | 赵传辉 | Design and construction method of prefabricated house building |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3604381A1 (en) * | 1986-02-12 | 1987-08-13 | Wendker Leichtmetall U Leichtb | Sandwich wall element |
| CN1360120A (en) * | 2002-01-24 | 2002-07-24 | 黄振利 | Composite walling made of rock wool, polystyrene particles and insulating mortar and its construction technology |
| CN101016788A (en) * | 2006-12-04 | 2007-08-15 | 郭立群 | Paper substrate honeycomb composite panels |
| CN101096860A (en) * | 2006-06-30 | 2008-01-02 | 台湾浆造工业有限公司 | Laminated corrugated wall board beam-enclosing construction method |
| CN201169838Y (en) * | 2008-03-21 | 2008-12-24 | 江苏科技大学 | A lightweight and load-bearing firewall |
-
2010
- 2010-04-28 CN CN 201010159138 patent/CN101831967A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3604381A1 (en) * | 1986-02-12 | 1987-08-13 | Wendker Leichtmetall U Leichtb | Sandwich wall element |
| CN1360120A (en) * | 2002-01-24 | 2002-07-24 | 黄振利 | Composite walling made of rock wool, polystyrene particles and insulating mortar and its construction technology |
| CN101096860A (en) * | 2006-06-30 | 2008-01-02 | 台湾浆造工业有限公司 | Laminated corrugated wall board beam-enclosing construction method |
| CN101016788A (en) * | 2006-12-04 | 2007-08-15 | 郭立群 | Paper substrate honeycomb composite panels |
| CN201169838Y (en) * | 2008-03-21 | 2008-12-24 | 江苏科技大学 | A lightweight and load-bearing firewall |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746679A (en) * | 2013-12-25 | 2015-07-01 | 上海答仁新材料科技有限公司 | Composite adiabatic insulation board |
| CN104453083A (en) * | 2014-12-05 | 2015-03-25 | 广东菲思科金属科技有限公司 | Aluminium alloy wallboard |
| CN105863114A (en) * | 2016-04-17 | 2016-08-17 | 耿云花 | Anti-static nonbearing wall body for building |
| CN106703267A (en) * | 2017-01-14 | 2017-05-24 | 山东飞越钢结构工程有限公司 | Composite floor board |
| CN108532797A (en) * | 2017-03-01 | 2018-09-14 | 上海钢之杰钢结构建筑系统有限公司 | A kind of high intensity permanent seal cooling light gauge cold-formed steel shape wall system |
| CN110616824A (en) * | 2019-10-08 | 2019-12-27 | 台州学院 | Anti-seismic wind-resistant combined wall |
| CN113833103A (en) * | 2021-09-30 | 2021-12-24 | 赵传辉 | Design and construction method of prefabricated house building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3752689B1 (en) | Prefabricated insulated building panel with at least one cured cementitious layer bonded to insulation | |
| CN100353015C (en) | Composite sandwich wall panel | |
| CN203247737U (en) | Light steel keel composite board partition wall | |
| CN101460686A (en) | Building panels with support members extending partially through the panels and method therefor | |
| CN102505763A (en) | Externally laid masonry composite heat-insulating sintered building block exterior wall heat insulating system | |
| CN102248577B (en) | Superlight-foamed-cement-based manufacturing process for thermal-insulation bearing wall panel | |
| CN101831967A (en) | Open hollow steel section-thermal insulation core material-thin panel composite energy-saving external wall panel | |
| US20120167507A1 (en) | Building Panels with Support Members Extending Partially Through the Panels and Method Therefor | |
| WO2015120794A1 (en) | Building component replacing plaster layer with prefabricated panel protection layer | |
| CN104074305B (en) | A kind of self-heat conserving decoration integrated Multi-function light concrete composite plates and curtain wall | |
| CN114592643A (en) | Reinforced truss and surface layer reinforced aluminum alloy panel facing foamed ceramic composite wall panel and its method | |
| CN102251596B (en) | Manufacture process of ultralight foam cement heat-insulation metal-surface sandwich board used in light steel plant | |
| CN213626396U (en) | Building unit combined heat-preservation and decoration integrated exterior wall cladding | |
| CN101319547A (en) | Composite block equipped with metal net and/or reinforced bar plasterer, and its bonding construction method | |
| CN111101594A (en) | Cold-formed thin-wall light steel structure building | |
| CN201915551U (en) | High-strength composite molding external wall panel | |
| CN105735518A (en) | Laminboard thermal-insulating wall component | |
| CN105908877A (en) | Self-insulation composite fireproof curtain wall board and preparation method thereof | |
| CN203145232U (en) | Novel energy-saving insulation wall | |
| RU2704993C2 (en) | Energy-efficient fire-resistant multilayer insulating panel | |
| CN205742601U (en) | Foam concrete wallboard | |
| CN201649386U (en) | An open thin-walled steel-insulation core material-thin panel composite energy-saving interior wall panel | |
| RU160878U1 (en) | BUILDING SANDWICH-HEAT-ECO-BLOCK | |
| CN201649385U (en) | A closed thin-walled steel-insulation core material-thin panel composite energy-saving exterior wall panel | |
| CN2286215Y (en) | 'Instantaneous mould' type multi-function external insulation wallboard using for cast-in-situ concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20100915 |