CN108005303A - A kind of foaming tube core type composite plate and load-bearing material for building - Google Patents
A kind of foaming tube core type composite plate and load-bearing material for building Download PDFInfo
- Publication number
- CN108005303A CN108005303A CN201610928817.4A CN201610928817A CN108005303A CN 108005303 A CN108005303 A CN 108005303A CN 201610928817 A CN201610928817 A CN 201610928817A CN 108005303 A CN108005303 A CN 108005303A
- Authority
- CN
- China
- Prior art keywords
- foaming
- tube body
- composite plate
- type composite
- core type
- 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
Classifications
-
- 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
- E04C2/34—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 composed of two or more spaced sheet-like parts
- E04C2/36—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 composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
-
- 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
- E04C2/02—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
- E04C2/296—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 non-metallic or unspecified sheet-material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
A kind of foaming tube core type composite plate and load-bearing material for building, the foaming tube core type composite plate includes top panel, lower panel and arranged on the die layer between them, the die layer by after the mutually arranged jam-packed of several tube bodies with top panel, that lower panel is connected shape is integral；Foaming layer is filled with the tube body.Present invention additionally comprises a kind of load-bearing material for building.For one aspect of the present invention under equality strength, materials are minimum；Under equivalent weight, maximum intensity；On the other hand, foamed time can be shortened, reduce the convection current in tube body, make tube body from curved, service life length.
Description
Technical field
The present invention relates to building material field, particularly a kind of foaming tube core type composite plate and load-bearing material for building.
Background technology
In building trade, construction material is especially important, and beam, plate or vertical in building is made by combination in construction material
Column.
With industrialization and the propulsion of modernization, because cement plate has more preferable support strength, modern society uses mostly
Cement plate is as base materials such as beam, columns, so that house is more firm.However, can be existed as construction substrate using cement plate
Such as easily disturbed from great, long construction period, construction period and not environmentally the shortcomings of.In order to solve the problems, such as these, building trade
Start using metal material as construction substrate.
In the prior art, generally use solid steel plate, using the high-intensity performance of steel, carries out house as construction substrate
Framework construction.But this usual materials of mode are more, although can ensure the intensity of building when for skyscraper,
It can bring from the problems such as great, waste of material is more；During the installation and lifting of building board is carried out, since volume is big, weight
Amount weight, can greatly increase the labor intensity of construction personnel, and there are some potential safety problems.
The content of the invention
A kind of materials are provided and are saved, from heavy and light, structural strength the purpose of the present invention is overcoming the above-mentioned deficiency of the prior art
Height, antiseptic property is good, high insulating effect, the foaming tube core type composite plate of service life length and load-bearing material for building.
The technical scheme is that：
A kind of foaming tube core type composite plate of the present invention, including top panel, lower panel and arranged on the die layer between them, it is described
Die layer by after the mutually arranged jam-packed of several tube bodies with top panel, that lower panel is connected shape is integral.
The present invention links into an integrated entity die layer and top panel and lower panel, on the one hand while material is saved, moreover it is possible to
Guarantee top panel and lower panel can be dispersed on each tube body after being stressed by die layer, so as to reduce the whole of composite plate
Body stress, and then increase the integral strength of structure；On the other hand, realize lightweight significantly, and due to light-weight, be easily installed
And lifting, the labor intensity of operating personnel is greatly reduced, improves security.In short, the composite plate of the present invention with it is existing each
Kind plate is compared to there are advantages below：（1）Under equality strength, materials are minimum；（2）Under equivalent weight, maximum intensity.
By the filling-foam layer in tube body, the convection current in tube body on the one hand can be reduced, improves soundproof effect；The opposing party
Face, the foaming layer of filling can be used as supporting structure, tube body is increased the support force of tube body from curved；And foam uses the longevity
Life length, since the inside does not have air, will not occur crack and various reactions etc..
Further, the foaming layer is the stoste by flowing into resin material in tube body, and foam is foamed into tube body
Resin and formed.Why resin material is selected, be because its easily foaming, and heat-insulating property is preferable.
Further, the resin material can be but not limited to polyurethane, epoxy resin, phenolic resin.It is of the invention preferred
For polyurethane, because polyurethane mainly has the following advantages：（1）Good heat insulating.Thermal conductivity factor is 0.025 or so；（2）Waterproof
Performance is good.Foam hole is closing, and for enclosed up to 95%, rainwater will not be from oozing the past between hole；（3）Adhesive property is good, ageing-resistant.
Further, the hole being interconnected with other tube bodies is offered on the tube body, die layer connects with top panel, lower panel
Connect shape it is integral after, foaming stock solution is poured into by the hole of connection.
Other tube bodies refer to the tube body is same horizontally-arranged or same row row again or the same tube body tiltedly arranged, and or
It is all other tube body except the tube body.It is each after shaping since filling-foam layer carries out after composite plate connection shaping
Hole between tube body and other tube bodies is interconnected, and by constantly pouring into foaming stock solution, foaming stock solution can be from first pipe
Body starts to flow into last tube body through hole successively.
As offered on tube body with it in the hole that same horizontally-arranged other tube bodies are interconnected, i.e., the hole for the tube body often arranged
Communicate, foaming stock solution flows into last tube body of the row through hole successively since first tube body of the row, then
The operation of next calandria is carried out again.The hole of all tube bodies is and for example allowed to be connected, in this way, foaming stock solution can disposably be poured into every
In a tube body, foamed time is greatly shortened, it is time saving and energy saving.
Further, articulamentum is equipped between the die layer and top panel and lower panel, the articulamentum is by soldering, resistance
Weldering, Laser Welding or bonding mode are formed.By die layer and top panel and lower panel welding or be glued and form one, when top panel and
When lower panel is stressed, it can be dispersed into by die layer on each tube body, laterally and vertical applied force is small, is unlikely to deform, from
And the integrated stress of composite plate is reduced, and then increase the integral strength and stability of structure.When die layer and top panel and following
It is very low to the susceptibility of environmental change when plate uses welding manner, persistence length.Present invention preferably employs brazing mode, energy
Enough make being more uniformly stressed for total.
Further, the thickness of the articulamentum is 0.5 ~ 2mm.The thickness range be able to ensure that by die layer and top panel,
Shaping is fastened between lower panel, even if being subject to larger stress, loosening will not be produced.If being less than 0.5mm, fastness is poor；If
More than 2mm, especially in welding process, solder is not only wasted, but also causes weld interval length, and easily damages tube body.
Further, the tube body is pipe or polygonal tube.Wherein, polygonal tube can be triangle, quadrangle, five sides
The shapes such as shape, hexagon.
Further, the material of the tube body is the stainless steel of low thermal conductivity.Using the stainless steel of low thermal conductivity
Material, one side thermal conductivity factor low energy enough greatly improve heat insulation effect, and as construction material when is cool in summer and warm in winter, greatly improves inhabitation
Comfort；On the other hand, stainless steel, which has, meets the rustless characteristic of water, since house needs to be subjected to scrubbing for rainwater,
After long-term rain wash is subjected to, the steel frame construction in house is easily corroded be subject to rainwater, using stainless steel, then can be prevented
Steelframe, which makes moist, to get rusty, so as to extend the service life in whole house, can ensure that whole house is forever not bad in theory.
Tube body can be but not limited to 654SMO stainless steel tubes, 254SMO stainless steel tubes, 625 stainless steel tube of nickel-base alloy,
The stainless steel that as long as thermal conductivity factor is low, antiseptic property is good, intensity is high can.The present invention is preferably 654SMO stainless steels,
654SMO stainless steels are super austenitic stainless steel, have higher yield strength, tensile strength and elongation percentage, and antiseptic property
It is good, integrally-built intensity can be greatly improved, improves service life, and there is low thermal conductivity, high insulating effect.
Further, the top panel and/or lower panel are metallic plate or carbon plate.Carbon plate is swollen with high temperature resistant, rapid heat dissipation, line
The advantages that swollen coefficient is low, intensity is high, corrosion-resistant and light weight, and carbon plate is easily molded, easy to process, cost is low.And metallic plate
It is big with intensity, corrosion resistant advantage.
Further, the material of the top panel and/or lower panel is in stainless steel, fiberglass, carbon steel, titanium steel or aluminium alloy
One kind.
Further, the thickness δ of the top panel and/or lower panel is：0.5≤δ≤6mm.Composite plate is used in different
Under occasion, the thickness of its panel is different, and in general, setting is optimal within the above range, if being less than 0.5mm, can drop
Low integrally-built intensity, and it is not easy to be processed, if being higher than 6mm, weight can be increased, not easy to install and lifting, and increase material
Cost.
For example, when being used to make the column and beam of construction material energy load-bearing by composite plate, the active force that it bears is larger,
Therefore relatively thick panel is selected, the thickness of top panel and lower panel may be the same or different.Top panel and lower panel
Thickness depending on the floor number of plies：When floor is higher, it is stressed smaller, then should selects relatively thin panel, and δ values are with building
The increase of layer height and reduce；When floor is relatively low, it is stressed larger, then should selects thicker panel, and δ values are with story height
The reduction of degree and increase.
When composite plate to be used to make floor, the active force born for column and crossbeam is smaller, therefore whole
The thickness of body is relatively small, on the basis of integral strength is ensured, also reduces dead weight.
Further, the top panel and lower panel make the shape of peripheral flanging, encase die layer；Or welding weldering used
The edge flange of material, encases die layer.In this way, one is that die layer can be prevented to be worn, second, can prevent most on side
Tube body produces loosening, by peripheral flanging, mutual active force can be produced between the tube body most on side, will not make tube body list
Only stress and phenomena such as produce loosening.
Further, the mutual jam-packed compression in the side of the adjacent tube body, decrement are 2% ~ 5%.Compressed by mutual jam-packed,
It can prevent from leaving gap between the side of adjacent tubes, after top panel and lower panel are stressed, if the side of adjacent tubes
Gap is left between face, tube body is produced bending, displacement or is loosened, substantially reduces service life.By the way that decrement is set
Put in the range of 2% ~ 5%, be the suffered work between tube body because the scope enables to tube body not bent after being stressed
Firmly cancel out each other, so as to improve overall structural strength；On the other hand so that the hole of tube body low side can be interconnected, no
Inconsistent phenomenon can be produced, it is ensured that foaming stock solution smooth can be poured into each tube body.
Further, it is additionally provided with insulating layer in the tube body.On the basis of filling-foam layer, insulation effect is further improved
Fruit.
Further, the pipe thickness of the tube body is 0.1 ~ 2mm.Pipe thickness is arranged in the interval range, it is both real
Show lightweight, and reduced thermal conductivity factor, if being less than 0.1mm, integrally-built intensity can be reduced, can if being higher than 2mm
Increase thermal conductivity factor, and increase material cost.
A kind of load-bearing material for building of the present invention, is made of foregoing foaming tube core type composite plate.
Load-bearing material for building includes beam, column or plate.Wherein plate can be floor, lining, Side fascia, roofing board etc..
Tube core formula composite plate can ensure whole beam, column or plate from heavy and light while material is saved, and it is light-weight when, to earthquake
Respond improves the structural strength of whole floor indirectly with regard to small, and shock resistance is strong.And due to light-weight, it is easily installed
And lifting, the labor intensity of construction worker is greatly reduced, improves security.
Brief description of the drawings
Fig. 1 is the structure diagram of the embodiment of the present invention 1；
Fig. 2 is the A portions structure enlargement diagram of embodiment illustrated in fig. 11；
Fig. 3 is the top view of embodiment illustrated in fig. 11；
Fig. 4 is the part isometric schematic diagram of embodiment illustrated in fig. 11.
Embodiment
The present invention is described in further details below with reference to Figure of description and specific embodiment.
Embodiment 1
As shown in Fig. 1 ~ Fig. 4：A kind of foaming tube core type composite plate, including top panel 1, lower panel 2 and arranged on the pipe between them
Sandwich layer 3, die layer 3 by being brazed form with top panel 1, lower panel 2 after several 31 mutually arranged jam-packeds of pipe by being connected shape
It is integral, it is filled with foaming layer 4 in pipe 31.
Wherein, foaming layer 4 is by flowing into polyurethane stock solution in pipe 31, foamed polyurethane being foamed into pipe 31
And formed.The bottom of each pipe 31 is offered with it in the hole 5 that other pipes of same vertical setting of types are interconnected, i.e., often arranges
On the hole 5 of pipe 31 communicate, polyurethane stock solution flows into the last of the row through hole 5 successively since first pipe of the row
One pipe, then carries out the operation of next vertical setting of types pipe, so as to shorten foamed time again.
Plate 1 and lower panel 2 are stainless steel plate above the present embodiment, and pipe 31 is 654SMO stainless steel tubes.Pipe 31
Pipe thickness be 0.2mm, the thickness δ of top panel 1 and lower panel 2 is 1mm.
The mutual jam-packed compression in side of adjacent pipe 31, decrement 2%, to prevent gap, be able to will be squeezed by pressing plate
Several next pipes are pushed down, and prevent from producing gap in composite plate forming process.
After 2 sandwiched die layer 3 of top panel 1 and lower panel, heated by soldering, melt solder heat, after fusing
Solder cause pipe 31 top penetrate into top panel 1, lower panel 2 body hole in, form composite plate structure after cooling.
Wherein solder is using copper-based.6 thickness of brazing layer formed after soldering is 0.5mm.Composite plate after soldering can carry out pipe
Foaming operation.
The tube core formula composite plate is suitable for being made floor, lining, Side fascia, the roofing board of construction material energy load-bearing.
Embodiment 2
A kind of foaming tube core type composite plate, including top panel, lower panel and arranged on the die layer between them, die layer is by some
By being brazed form, to be connected shape integral with top panel, lower panel after a mutually arranged jam-packed of pipe, filled with hair in pipe
Alveolar layer.
Wherein, foaming layer is by flowing into epoxy resin stoste in pipe, foam epoxy resin being foamed into pipe
And formed.The bottom of each pipe offers the hole being interconnected with other pipes, die layer and top panel, lower panel
After connection shape is integral, epoxy resin stoste is poured into by the hole of connection.When arranging pipe so that each pipe
Hole be connected with the hole between adjacent pipe, in this way, epoxy resin stoste can disposably be poured into each pipe, contract significantly
Short foamed time.
Insulating layer is additionally provided with pipe, the insulating layer of the present embodiment is aeroge.
Wherein, top panel and lower panel are carbon plate, and pipe is 654SMO stainless steel tubes.The pipe thickness of pipe is 1mm,
Plate thickness δ above1For 3mm, below plate thickness δ2For 1mm.
The mutual jam-packed compression in side of adjacent pipe, decrement 4%, to prevent gap.
It is molded between top panel and lower panel and die layer by bonding mode, such as using epoxy glue, polyurethane adhesive.Glue
It is 1mm to connect the splicing layer thickness formed afterwards.
The tube core formula composite plate is suitable for being made the column or beam of construction material energy load-bearing, and is more suitable for lowrise layer.
Embodiment 3
With embodiment 1 or embodiment 2 difference lies in, the pipe thickness of pipe is 1.5mm, above plate thickness δ1For 5mm, below
Plate thickness δ2For 2mm；Foaming stock solution is phenolic resin stoste；The mutual jam-packed compression in side of adjacent pipe, decrement 3%.
The other the same as in Example 1 or embodiment 2.
The tube core formula composite plate is suitable for being made the column or beam of construction material energy load-bearing, and is more suitable for high-storey.
Embodiment 4
Difference lies in the pipe thickness of, pipe it is 2mm with embodiment 1 or embodiment 2, the thickness δ of top panel and lower panel is equal
For 4mm.The mutual jam-packed compression in side of adjacent pipe, decrement 5%.
The other the same as in Example 1 or embodiment 2.
The tube core formula composite plate is suitable for being made the column or beam or floor of construction material energy load-bearing.
Embodiment 5
Difference lies in the material of top panel and lower panel is carbon steel with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
Embodiment 6
Difference lies in pipe is 254SMO stainless steel tubes with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
Embodiment 7
Difference lies in pipe is 625 stainless steel tube of nickel-base alloy with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
Embodiment 8
With embodiment 1 or embodiment 2 difference lies in the shape that, top panel and lower panel make peripheral flanging, die layer is encased,
And flange is in contact with the pipe most on side.
The other the same as in Example 1 or embodiment 2.
Embodiment 9
Difference lies in the edge flange of copper brazing material, encases die layer with embodiment 1.
The other the same as in Example 1.
Embodiment 10
Difference lies in pipe is substituted by triangle tube with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
Embodiment 11
Difference lies in pipe is substituted by rectangular tube with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
Embodiment 12
Difference lies in pipe is substituted by hexagonal tube with embodiment 1 or embodiment 2.
The other the same as in Example 1 or embodiment 2.
In conclusion the present invention has the following advantages：
（1）Die layer and top panel and lower panel are linked into an integrated entity so that under equality strength, materials are minimum；Heavy on an equal basis
Under amount, maximum intensity；
（2）The filling-foam layer in tube body, on the one hand can reduce the convection current in tube body, improve soundproof effect；On the other hand, fill out
The foaming layer filled can be used as supporting structure, pipe is increased the support force of pipe from curved；And the service life length of foam,
Since the inside does not have air, crack and various reactions etc. will not occur；
（3）By offering the hole being interconnected with other pipes in the bottom of tube body, foaming stock solution can be disposably poured into every
In a tube body, foamed time is greatly shortened；
（4）The material of tube body is the stainless steel of low thermal conductivity, can greatly improve heat insulation effect, and is not easy to get rusty, and is made
Use long lifespan；
（5）Tube body wall is thin, both realizes lightweight, further reduces thermal conductivity factor；
（6）The mutual jam-packed in side of adjacent tubes, can greatly improve overall structural strength, be not likely to produce loosening；
（7）Tube core formula composite plate is used for the beam, column or plate that construction material energy load-bearing is made, and while material is saved, ensures
Whole beam, column or plate from heavy and light, and it is light-weight when, it is just small to the respond of earthquake, improve the knot of whole floor indirectly
Structure intensity, shock resistance are strong.And due to light-weight, it be easily installed and lift by crane, greatly reduce the labor intensity of construction worker, carry
High security.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
God and scope.In this way, if these modifications and changes of the present invention belongs to the scope of the claims in the present invention and its equivalent technology
Within, then the present invention is also comprising including these modification and variations.
Claims (10)
1. a kind of foaming tube core type composite plate, it is characterised in that including top panel, lower panel and arranged on the tube core between them
Layer, the die layer by after the mutually arranged jam-packed of several tube bodies with top panel, that lower panel is connected shape is integral；The tube body
It is interior to be filled with foaming layer.
2. foaming tube core type composite plate according to claim 1, it is characterised in that the foaming layer is by tube body
The stoste of resin material is flowed into, foamed resin is foamed into tube body and is formed；Or the resin material is polyurethane, ring
Oxygen tree fat or phenolic resin.
3. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that offered on the tube body and its
The hole that its tube body is interconnected, die layer be connected with top panel, lower panel shape it is integral after, foaming is poured into by the hole of connection
Stoste.
4. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that die layer and top panel and following
Articulamentum is equipped between plate, the articulamentum is formed by soldering, electric resistance welding, Laser Welding or bonding mode；Or the articulamentum
Thickness be 0.5 ~ 2mm.
5. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that the tube body is pipe or polygon
Shape pipe；Or the material of the tube body is 625 stainless steel tube of 654SMO stainless steel tubes, 254SMO stainless steel tubes or nickel-base alloy.
6. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that the top panel and/or lower panel
For metallic plate or carbon plate；Or the material of the top panel and/or lower panel is stainless steel, fiberglass, carbon steel, titanium steel or aluminium close
One kind in gold；Or the thickness δ of the top panel and/or lower panel is：0.5≤δ≤6mm；Or the top panel is with
Panel makes the shape of peripheral flanging, encases die layer.
7. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that the side of the adjacent tube body
The mutual jam-packed compression in face, decrement is 2% ~ 5%.
8. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that insulation is additionally provided with the tube body
Layer.
9. foaming tube core type composite plate according to claim 1 or 2, it is characterised in that the pipe thickness of the tube body is
0.1~2mm。
A kind of 10. load-bearing material for building, using according to claim 1 ~ 9 any one of them foaming tube core type composite plate system
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610928817.4A CN108005303A (en) | 2016-10-31 | 2016-10-31 | A kind of foaming tube core type composite plate and load-bearing material for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610928817.4A CN108005303A (en) | 2016-10-31 | 2016-10-31 | A kind of foaming tube core type composite plate and load-bearing material for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108005303A true CN108005303A (en) | 2018-05-08 |
Family
ID=62047725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610928817.4A Pending CN108005303A (en) | 2016-10-31 | 2016-10-31 | A kind of foaming tube core type composite plate and load-bearing material for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108005303A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021036273A1 (en) * | 2019-08-28 | 2021-03-04 | 林丽芬 | Frame for solar photovoltaic module and photovoltaic module |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2259449Y (en) * | 1996-11-28 | 1997-08-13 | 南京福臻实业有限公司 | High-strength light fireproof structural slab and composite wall body and composite board |
| CN2748546Y (en) * | 2004-12-03 | 2005-12-28 | 徐小瑜 | Honeycomb composite strip plate |
| CN1748486A (en) * | 2005-08-22 | 2006-03-22 | 薛斌凯 | Honeycomb composite plate core board |
| US8974925B1 (en) * | 2013-10-15 | 2015-03-10 | United States Gypsum Company | Gypsum board |
-
2016
- 2016-10-31 CN CN201610928817.4A patent/CN108005303A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2259449Y (en) * | 1996-11-28 | 1997-08-13 | 南京福臻实业有限公司 | High-strength light fireproof structural slab and composite wall body and composite board |
| CN2748546Y (en) * | 2004-12-03 | 2005-12-28 | 徐小瑜 | Honeycomb composite strip plate |
| CN1748486A (en) * | 2005-08-22 | 2006-03-22 | 薛斌凯 | Honeycomb composite plate core board |
| US8974925B1 (en) * | 2013-10-15 | 2015-03-10 | United States Gypsum Company | Gypsum board |
Non-Patent Citations (2)
| Title |
|---|
| 住房和城乡建设部工程质量安全监管司，中国建筑标准设计研究院编: "《全国民用建筑工程设计技术措施 建筑产品选用技术（建筑装修）》", 31 December 2009, 中国计划出版社 * |
| 敬霖等: "多孔金属及其夹芯结构力学性能的研究进展", 《力学与实践》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021036273A1 (en) * | 2019-08-28 | 2021-03-04 | 林丽芬 | Frame for solar photovoltaic module and photovoltaic module |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108005302A (en) | A kind of flange core | |
| CN108005303A (en) | A kind of foaming tube core type composite plate and load-bearing material for building | |
| CN108018988A (en) | A kind of tube core formula composite plate and load-bearing material for building | |
| CN109008733A (en) | Punch forming bathroom chassis and its manufacturing method | |
| CN211499505U (en) | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building | |
| CN108018989A (en) | A kind of sealed tube core type composite plate and load-bearing material for building | |
| CN108018990A (en) | One kind closing foaming tube core type composite plate and load-bearing material for building | |
| CN209837460U (en) | Composite structure wallboard | |
| CN207812822U (en) | A kind of steel-structure factory building floor with shock-proof heat insulation function | |
| CN212021104U (en) | Mould roof beam for building | |
| CN108487512A (en) | Cast-in-place skeleton, processing method and structural wall | |
| CN106320599A (en) | Aluminum alloy hollow plate-concrete combined plate | |
| WO2017107922A1 (en) | Cellular column, cellular beam, cellular floor slab and cellular board building | |
| CN109728214B (en) | Multi-material light-weight composite-structure battery box and preparation method thereof | |
| CN207176959U (en) | Reinforced composite insulation boards | |
| CN208733836U (en) | A kind of connection structure of girder and secondary beam | |
| CN108179803A (en) | A kind of balcony | |
| CN108193584A (en) | A kind of overpass | |
| CN2823403Y (en) | Light roof board | |
| CN108180350A (en) | A kind of sandwich thermal insulated composite plate | |
| CN205189248U (en) | Cold -proof aluminum alloy roofing concrete slabs | |
| CN106013549B (en) | The processing method of combinable aluminium composite board curtain wall and aluminum composite plate basic blocks | |
| CN213296739U (en) | Shear wall structure | |
| CN105952042B (en) | The processing method of aluminium composite board curtain wall and aluminum composite plate basic blocks | |
| CN216340367U (en) | Color steel sandwich composite structure for ceiling of refrigeration house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180508 |
|
| RJ01 | Rejection of invention patent application after publication |