CN108060740A - The enhanced anti-folding heat-insulation wall plate of timber structure - Google Patents
The enhanced anti-folding heat-insulation wall plate of timber structure Download PDFInfo
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- CN108060740A CN108060740A CN201710993424.6A CN201710993424A CN108060740A CN 108060740 A CN108060740 A CN 108060740A CN 201710993424 A CN201710993424 A CN 201710993424A CN 108060740 A CN108060740 A CN 108060740A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
- E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of enhanced anti-folding heat-insulation wall plates of timber structure, belong to technical field of buildings.In the structure of the enhanced anti-folding heat-insulation wall plate of timber structure, upper and lower end parts are wooden top plate and timber apron, both side ends between wooden top plate and timber apron are wooden side plate respectively, timber apron, wooden top plate, wooden side plate and metope flaggy surround wooden outline border, and timber apron, the left and right ends of wooden top plate reach the outer edge of wooden side plate；The anti-folding Wasted-energy steel plate of double-deck dentation is internally provided in wooden frame, fiberfill fibers concrete is provided between the double-deck anti-folding Wasted-energy steel plate of dentation, heat preservation packing material is provided on the outside of the anti-folding Wasted-energy steel plate of double-deck dentation, on the inside of metope flaggy.Stability of the present invention is good, processing is simple, easy for installation; improve industrialization degree; good economical benefit; reduce construction cost; resource, energy consumption are effectively reduced, avoids environmental pollution, and its own light weight; the earthquake response of building structure can be reduced, is played a very good protection to building structure.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of enhanced anti-folding heat-insulation wall plate of timber structure.
Background technology
Based on timber structure, light-duty wooden is most durable in existing building structure for American-European, Japan and Australia house
One of structure, the data of the US Department of Commerce are shown, in newly-built single-family housing in 2009, wall frame wooden frame structure accounts for always
The 92% of amount, concrete building accounts for 5.5%, and the buildings such as steel account for 2.5%, and nineteen ninety, China rural area creates concrete building area
Less than the 50% of post-and-pan area, 2011 year, concrete building area was 2.7 times of post-and-pan area.Timber cures two
Carbonoxide, cement seriously pollute environment, produce 1 ton of material, steel 1.6 tons of carbon dioxide of release, cement release carbon dioxide 0.8
Ton, 2,200,000,000 tons of cement will generate 17.6 hundred million tons of carbon dioxide, and account for the 1/5 ~ 1/4 of Chinese CO2 emissions.Country will adjust
Product and structure compress cement output, but if not solving the problems, such as alternative materials, it is difficult to which cement output pressure is come, build rubbish
Rubbish swallows a large amount of good farmlands and soil.If using timber buildings, building waste problem will be solved very well.Even more serious
It is that China's limestone resource is not rich, 75,000,000,000 tons of lime stone basic unit price has been verified by the whole nation in 2007, wherein possessing
Only 39,000,000,000 tons of the economic exploitation condition.China's cement output in 2012 is 21.84 hundred million tons, and 0.94 ton of stone is consumed by 1 ton of cement
Lime stone calculates, and 75,000,000,000 tons of lime stones are also 32 years only enough.Chinese cement yield accounts for more than the 56% of world's total amount, if by
Import, so big demand is unmanned to supply.At that time, cement price will skyrocket, will be unworkable without timber buildings.Timber
Oxygen, and solidified carbon dioxide are not only discharged, produces 1 ton of timber, discharges 1.62 tons of oxygen, absorbs solidified carbon dioxide 1.82
Ton, China's development timber buildings, timber, bamboo timber resource are abundant：First, area of woods, accumulation sustainable growth.Area of woods is net
Increase 2054.30 ten thousand hectares, national afforestation rate is increased to 20.36% by 18.21%, rises 2.15 percentage points, forest stores
Product has a net increase of 11.23 billion cubic meters, has a net increase of 2.25 billion cubic meters every year, continues that the long good situation for being more than and disappearing is presented.It is second is that natural
Woods area, the apparent increase of accumulation.Wildwood area has a net increase of 393.05 ten thousand hectares, and wildwood accumulation has a net increase of 6.76 billion cubic meters.Three
It is artificial forest resource rapid growth.62,000,000 hectares of artificial forest area has a net increase of 843.11 ten thousand hectares, and artificial forest accumulation 19.6 hundred million is vertical
Square rice has a net increase of 4.47 billion cubic meters.Do not grow into forest afforestation 1046.18 ten thousand hectares of ground area, the standby forest reserves be in increase trend.Four
It is that forest harvesting is progressively shifted to artificial forest.Wildwood cutting declines, and artificial forest cutting rises, and artificial forest cutting accounts for entirely
The 39.44% of state's forest harvesting amount rises 12.27 percentage points, to fell based on wildwood to fell the war based on artificial forest
Slightly transfer moves forward steadily.Fifth, the bamboo timber resource that China has the world most, accounts for Century Square 0%, current 70% ~ 80%, for agricultural, has
Develop on a large scale very much space.Recombined bamboo and bamboo base fibrous composite are rising.The existing timber plantation 61,690,000 of China is public
Hectare, it ranks first in the world, development prospect is fine.Wherein, 6,670,000 hectares 100,000,000 mu of willow are the first in the world, more than other countries
Summation accounts for the 13.7% of timber plantation, to produce 1 cubic metre of calculating per year per acre, theoretically can provide timber 1 billion cubic meter every year
More than；2,600,000 hectares 39,000,000 mu of eucalyptus can provide timber nearly 4000 ten thousand stere every year.Also have 80% in timber plantation
China fir, pine and other seeds can provide a large amount of glued board raw materials.Timber application promotes the fast development of artificial forest.20th century
Before the eighties, northern Suzhou afforestation rate is less than 2%.Since wood-based panel industry develops, forest development is promoted, now the nineties
Afforestation rate is more than 30%, and Siyang has even reached 48.5%.Many timber industries prosperities such as Guangdong, Guangxi, Fujian, Hunan
Area, forest development are all very fast.In terms of foreign countries, North America, Europe, New Zealand etc. are also all the stimulations due to timber demand,
Forestry continues to develop, and afforestation rate and accumulation are all constantly increasing.
The content of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of enhanced anti-folding heat-insulation wall plate of timber structure, energy
Enough make light-duty wooden wall prefabricated in factory modularization, simplify installation operation, accelerate assembling speed, and improve industrialization journey
Degree reduces construction cost, avoids environmental pollution, field operation is greatly decreased；It is constructed by series, makes it have good stress
Performance, it is few to absorb seismic force since sole mass is light, during earthquake, the earthquake response of building structure can be reduced, to building structure
It plays a very good protection.
To achieve these goals, the technical solution adopted by the present invention is as follows：
A kind of anti-folding heat-insulation wall plate of enhanced timber structure, including timber apron (1), wooden top plate (2), wooden side plate (3), heat preservation filling material
Expect (4), interior vertical strengthening ribs (5), the anti-folding Wasted-energy steel plate (7) of interior cross reinforcing (6), dentation, fiberfill fibers concrete (8) and
Metope flaggy (10)；In the structure of the enhanced anti-folding heat-insulation wall plate of timber structure, upper and lower end is wooden top plate (2) and timber apron
(1), the both side ends between the wooden top plate (2) and timber apron (1) are wooden side plate (3) respectively, timber apron (1), wood top plate
(2), wooden side plate (3) and metope flaggy (10) surround wooden outline border, and timber apron (1), the left and right ends of wooden top plate (2) reach wooden side
The outer edge of plate (3)；The anti-folding Wasted-energy steel plate (7) of double-deck dentation, the double-deck anti-folding Wasted-energy steel plate (7) of dentation are internally provided in wooden frame
Between be provided with fiberfill fibers concrete (8), set on the outside of the double-deck anti-folding Wasted-energy steel plate (7) of dentation, on the inside of metope flaggy (10)
There are heat preservation packing material (4), interior outer ledge 15 ~ 25mm of the interior outside away from wooden outline border of heat preservation packing material (4)；The filling
Interior vertical strengthening ribs (5), the interior cross reinforcing (6) that transverse and longitudinal is set to interlock inside fiber concrete (8), interior vertical strengthening ribs
(5), interior cross reinforcing (6) is provided at both ends with thread, is connected using nut with wooden outline border.
Further, the dentation it is anti-folding Wasted-energy steel plate (7) be preferentially made using cold-rolling steel-plate punch, can absorb and
Buffer external forces.
Further, the heat preservation packing material (4) is preferentially using glass fibre, asbestos, rock wool, silicate material mixing
It is made, effectively hot-fluid can be prevented to transfer, there is remarkable result in terms of heat preservation, more reached high-quality, efficient, reliable, safe
Target.
Further, the fiberfill fibers concrete (8) is preferential is added into lightweight concrete using fiber, and fiber volume contains
It measures as 5 ~ 10%, fiber prioritizing selection steel fibre, to improve the shortcomings of tensile property of concrete is poor, ductility is poor, increases concrete
Compactness.
Further, the timber apron (1), wooden top plate (2), the breadth-first of wooden side plate (3) are equal, and interior outside is equal
Overhang 15 ~ 30mm of edge of metope flaggy (10).
Further, it is solid using globality constraint consistent component (9) connection between the anti-folding Wasted-energy steel plate (7) of double-deck dentation
Determine, the wave crest or trough of the anti-folding Wasted-energy steel plate (7) of position prioritizing selection dentation, horizontally and vertically direction is preferentially uniformly distributed,
1 ~ 3, horizontal direction interval wave crest or trough, vertical direction are 1 ~ 1.2 times of level interval.
Further, the bottom of the timber apron (1) is applied nail and is connected with wooden side plate (3) and metope flaggy (10), in Mu Ding
It applies nail at the top of plate (2) to be connected with wooden side plate (3) and metope flaggy (10), wooden side plate (3), metope flaggy (10) are often held and wooden bottom
Plate (1), the connection quantity of wooden top plate (2) are 3 ~ 5 pieces, and follow closely and be preferentially uniformly distributed.
Further, the upper and lower ends of the wooden side plate (3) are flushed with the anti-folding Wasted-energy steel plate (7) of dentation.
Beneficial effects of the present invention：
The effect and advantage of the present invention is that overall structure stability is good, processing is simple, easy for installation；It can make light-duty wooden wall
Body is prefabricated in factory modularization, simplifies installation operation, accelerates assembling speed, and improves industrialization degree, good economical benefit, significantly
Construction cost is reduced, wall weight is effectively reduced, effectively realizes standard industrialization；Efficiency of assembling is improved, reduces resource and energy
Source consumes, and avoids environmental pollution, and can be highly integrated, and field operation is greatly decreased；It is constructed, made it have good by series
Good stress performance, and its own light weight, it is few that when earthquake, absorbs seismic force, can reduce the earthquake response of building structure,
It plays a very good protection to building structure, disclosure satisfy that structural safety requirement of shelter, protect the people to greatest extent
Safety of life and property, to building construction vibration control field build it is very significant, be worthy of popularization.
Description of the drawings
Fig. 1 is the anti-folding heat-insulation wall plate schematic elevation view of the enhanced timber structure of the present invention.
Fig. 2 is the A-A diagrammatic cross-sections of Fig. 1.
In figure：1 is timber apron；2 be wooden top plate；3 be wooden side plate；4 be heat preservation packing material；5 be interior vertical strengthening ribs；6
For interior cross reinforcing；7 be the anti-folding Wasted-energy steel plate of dentation；8 be fiberfill fibers concrete；9 be globality constraint consistent component；10
For metope flaggy.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment
As shown in Fig. 1 ~ Fig. 2, a kind of enhanced anti-folding heat-insulation wall plate of timber structure, including timber apron (1), wooden top plate (2), wood
The anti-folding Wasted-energy steel plate (7) of side plate (3), heat preservation packing material (4), interior vertical strengthening ribs (5), interior cross reinforcing (6), dentation,
Fiberfill fibers concrete (8) and metope flaggy (10)；In the structure of the enhanced anti-folding heat-insulation wall plate of timber structure, upper and lower end parts are wood
Top plate (2) and timber apron (1), the both side ends between the wood top plate (2) and timber apron (1) are wooden side plate (3) respectively, wooden bottom
Plate (1), wooden top plate (2), wooden side plate (3) and metope flaggy (10) surround wooden outline border, timber apron (1), the left and right two of wooden top plate (2)
End reaches the outer edge of wooden side plate (3)；The anti-folding Wasted-energy steel plate (7) of double-deck dentation is internally provided in wooden frame, double-deck dentation resists
Fiberfill fibers concrete (8) is provided between folding Wasted-energy steel plate (7), double-deck dentation is anti-to roll over Wasted-energy steel plate (7) outside, metope flaggy
(10) inside be provided with heat preservation packing material (4), heat preservation packing material (4) interior outer ledge 15 of the interior outside away from wooden outline border ~
25mm；Interior vertical strengthening ribs (5), the interior cross reinforcing (6) that transverse and longitudinal is set to interlock inside the fiberfill fibers concrete (8),
Interior vertical strengthening ribs (5), interior cross reinforcing (6) are provided at both ends with thread, are connected using nut with wooden outline border.
The anti-folding Wasted-energy steel plate (7) of dentation is preferentially made using cold-rolling steel-plate punch, can absorb and buffering is extraneous
Active force.
The heat preservation packing material (4) is preferentially mixed using glass fibre, asbestos, rock wool, silicate material, energy
Effectively hot-fluid is prevented to transfer, have remarkable result in terms of heat preservation, more reached high-quality, efficient, reliable, safe target.
The fiberfill fibers concrete (8) is preferentially added into lightweight concrete using fiber, and fiber volume fraction is 5 ~
10%, fiber prioritizing selection steel fibre to improve the shortcomings of tensile property of concrete is poor, ductility is poor, increases the closely knit of concrete
Degree.
The timber apron (1), wooden top plate (2), the breadth-first of wooden side plate (3) are equal, and interior outside overhangs wall
15 ~ 30mm of edge of panel layer (10).
It is fixed between the anti-folding Wasted-energy steel plate (7) of double-deck dentation using globality constraint consistent component (9) connection, position is excellent
The wave crest or trough of the anti-folding Wasted-energy steel plate (7) of dentation are first selected, horizontally and vertically direction is preferentially uniformly distributed, between horizontal direction
Every 1 ~ 3 wave crest or trough, vertical direction is 1 ~ 1.2 times of level interval.
The bottom of the timber apron (1) is applied nail and is connected with wooden side plate (3) and metope flaggy (10), on the top of wooden top plate (2)
Portion applies nail and is connected with wooden side plate (3) and metope flaggy (10), and wooden side plate (3), metope flaggy (10) are often held and timber apron (1), wood
The connection quantity of top plate (2) is 3 ~ 5 pieces, and follows closely and be preferentially uniformly distributed.The upper and lower ends of wooden side plate (3) and the anti-loss energy of dentation
Steel plate (7) flushes.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (8)
1. a kind of anti-folding heat-insulation wall plate of enhanced timber structure, it is characterised in that：Including timber apron (1), wooden top plate (2), wooden side plate
(3), the anti-folding Wasted-energy steel plate (7) of packing material (4), interior vertical strengthening ribs (5), interior cross reinforcing (6), dentation, filling are kept the temperature
Fiber concrete (8) and metope flaggy (10)；The upper and lower end parts of the enhanced anti-folding heat-insulation wall plate of timber structure are respectively wooden top plate (2)
With timber apron (1), the both side ends between the wood top plate (2) and timber apron (1) are wooden side plate (3) respectively, timber apron (1),
Wooden top plate (2), wooden side plate (3) and metope flaggy (10) surround wooden outline border, and timber apron (1), the left and right ends of wooden top plate (2) are stretched
To the outer edge of wooden side plate (3)；The anti-folding Wasted-energy steel plate (7) of double-deck dentation, the double-deck anti-loss energy of dentation are internally provided in wooden frame
Fiberfill fibers concrete (8) is provided between steel plate (7), double-deck dentation is anti-to be rolled on the outside of Wasted-energy steel plate (7), in metope flaggy (10)
Side is provided with heat preservation packing material (4), interior outer ledge 15 ~ 25mm of the interior outside away from wooden outline border of heat preservation packing material (4)；Institute
Interior vertical strengthening ribs (5), the interior cross reinforcing (6) that transverse and longitudinal is set to interlock inside fiberfill fibers concrete (8) are stated, it is interior vertically to add
Strengthening tendons (5), interior cross reinforcing (6) are provided at both ends with thread, are connected using nut with wooden outline border.
2. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The anti-loss energy of dentation
Steel plate (7) is preferentially made using cold-rolling steel-plate punch, for absorbing and buffering external forces.
3. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The heat preservation packing material
(4) preferentially it is mixed using glass fibre, asbestos, rock wool, silicate material.
4. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The fiberfill fibers coagulation
Native (8) are preferential to be added into lightweight concrete using fiber, and the volume content of fiber is 5 ~ 10%, fiber prioritizing selection steel fibre, with
The tensile property that improves concrete is poor, the shortcomings of ductility is poor, increases the compactness of concrete.
5. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The timber apron (1), wood
The breadth-first of top plate (2) and wooden side plate (3) is equal, and interior outside overhangs 15 ~ 30mm of edge of metope flaggy (10).
6. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：In the anti-loss of double-deck dentation
It can be fixed between steel plate (7) using globality constraint consistent component (9) connection, the anti-folding Wasted-energy steel plate of position prioritizing selection dentation
(7) wave crest or trough, horizontally and vertically direction be preferentially uniformly distributed, 1 ~ 3, horizontal direction interval wave crest or trough, vertically
Direction is 1 ~ 1.2 times of level interval.
7. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The timber apron (1)
Bottom is applied nail and is connected with wooden side plate (3) and metope flaggy (10), and nail and wooden side plate (3) and metope are applied at the top of wooden top plate (2)
Flaggy (10) connects, and it is 3 ~ 5 that wooden side plate (3), metope flaggy (10), which are often held with the connection quantity of timber apron (1), wooden top plate (2),
Piece, and follow closely and be preferentially uniformly distributed.
8. the anti-folding heat-insulation wall plate of enhanced timber structure according to claim 1, it is characterised in that：The wood side plate (3)
Upper/lower terminal is flushed with the anti-folding Wasted-energy steel plate (7) of dentation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710993424.6A CN108060740A (en) | 2017-10-23 | 2017-10-23 | The enhanced anti-folding heat-insulation wall plate of timber structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710993424.6A CN108060740A (en) | 2017-10-23 | 2017-10-23 | The enhanced anti-folding heat-insulation wall plate of timber structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108060740A true CN108060740A (en) | 2018-05-22 |
Family
ID=62136979
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710993424.6A Withdrawn CN108060740A (en) | 2017-10-23 | 2017-10-23 | The enhanced anti-folding heat-insulation wall plate of timber structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108060740A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847480A (en) * | 2019-11-27 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Wallboard material suitable for wood structure fabricated building |
| CN108571222B (en) * | 2018-06-05 | 2023-12-19 | 张延年 | Steel-lead laminated frame cylinder and rubber plate combined energy-consumption wood joist and mounting method thereof |
-
2017
- 2017-10-23 CN CN201710993424.6A patent/CN108060740A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571222B (en) * | 2018-06-05 | 2023-12-19 | 张延年 | Steel-lead laminated frame cylinder and rubber plate combined energy-consumption wood joist and mounting method thereof |
| CN110847480A (en) * | 2019-11-27 | 2020-02-28 | 湖南麓上住宅工业科技有限公司 | Wallboard material suitable for wood structure fabricated building |
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Application publication date: 20180522 |