CN108018988A - A kind of tube core formula composite plate and load-bearing material for building - Google Patents
A kind of tube core formula composite plate and load-bearing material for building Download PDFInfo
- Publication number
- CN108018988A CN108018988A CN201610928598.XA CN201610928598A CN108018988A CN 108018988 A CN108018988 A CN 108018988A CN 201610928598 A CN201610928598 A CN 201610928598A CN 108018988 A CN108018988 A CN 108018988A
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- China
- Prior art keywords
- composite plate
- tube core
- core formula
- formula composite
- tube
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Classifications
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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
- E04C2/30—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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A kind of tube core formula composite plate and load-bearing material for building, the tube core formula composite plate include top panel, lower panel and arranged on the die layers 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.Present invention additionally comprises a kind of load-bearing material for building.The present invention can ensure whole beam, column or plate from heavy and light while material is saved, and it is light-weight when, it is just small to the respond of earthquake, improve the structural strength of whole floor indirectly, shock resistance is strong；And due to light-weight, be easily installed and lift by crane, the labor intensity of construction worker is greatly reduced, improves security.
Description
Technical field
The present invention relates to building material field, particularly a kind of tube core formula 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, the tube core formula composite plate of high insulating effect and load-bearing material for building.
The technical scheme is that：
A kind of tube core formula composite plate of the present invention, including top panel, lower panel and arranged on the die layer between them, the tube core
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.
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 stainless steel tube.Stainless steel, which has, meets the rustless characteristic of water, due to room
Room needs to be subjected to scrubbing for rainwater, and after long-term rain wash is subjected to, the steel frame construction in house is easily corroded be subject to rainwater,
It using stainless steel, then can prevent steelframe from making moist to get rusty, so as to extend the service life in whole house, can ensure in theory whole
A house is forever not bad.
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 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.
Further, the mutual jam-packed compression in the side of the adjacent tube body, decrement are 2% ~ 5%.By mutual jam-packed, prevent
Gap is left between the side of adjacent tubes, after top panel and lower panel are stressed, if being stayed between the side of adjacent tubes
Have the gap, tube body is produced bending, displacement or is loosened, substantially reduce service life.By the way that decrement is arranged on 2% ~ 5%
In the range of, it is that suffered active force is mutual between tube body because the scope enables to tube body not bent after being stressed
Offset, so as to improve overall structural strength.
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.
A kind of load-bearing material for building of the present invention, is made of foregoing tube core formula 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 tube core formula composite plate, including top panel 1, lower panel 2 and arranged on the die layer between them
3, die layer 3 forms one by being connected after several 31 mutually arranged jam-packeds of pipe with top panel 1, lower panel 2 by being brazed form
It is overall.
Wherein, top panel 1 and lower panel 2 are stainless steel plate, and pipe 31 is stainless steel tube.The pipe thickness of pipe 31 is
The thickness δ of 0.2mm, top panel 1 and lower panel 2 is 1mm.
The mutual jam-packed compression in side of adjacent pipe 31, decrement 2%, prevents gap, by pressing plate by after jam-packed
Several pipes 31 push down, 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, make cored solder heating fusing, fusing
Cored solder afterwards causes the top of pipe 31 to penetrate into the body hole of top panel 1, lower panel 2, forms composite plate after cooling
Structure.Wherein cored solder is using copper-based.The thickness of the brazing layer 4 formed after soldering is 0.5mm.
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 tube core formula composite plate, including top panel, lower panel and arranged on the die layer between them, die layer is justified by several
Manage after mutually arranged jam-packed with top panel, lower panel that to be connected shape by soldering form integral.
Wherein, top panel and lower panel are carbon plate, and pipe is stainless steel tube.The pipe thickness of pipe is 1mm, top panel
Thickness δ1For 3mm, below plate thickness δ2For 1mm.
The mutual jam-packed compression in side of adjacent pipe, decrement 4%, prevents 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.
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 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
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 7
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 8
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 9
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 10
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 material of tube body is stainless steel tube, is not easy to get rusty, service life length；
（3）Tube body wall is thin, both realizes lightweight, further reduces thermal conductivity factor；
（4）The mutual jam-packed in side of the adjacent tube body, can greatly improve overall structural strength, be not likely to produce loosening；
（5）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 tube core formula composite plate, it is characterised in that including top panel, lower panel and arranged on the die layer between them, institute
State die layer by after the mutually arranged jam-packed of several tube bodies with top panel, that lower panel is connected shape is integral.
2. tube core formula composite plate according to claim 1, it is characterised in that the die layer and top panel and lower panel it
Between be equipped with articulamentum, the articulamentum is formed by soldering, electric resistance welding, Laser Welding or bonding mode；Or the thickness of the articulamentum
Spend for 0.5 ~ 2mm.
3. tube core formula composite plate according to claim 1 or 2, it is characterised in that the tube body is pipe or polygonal tube.
4. tube core formula composite plate according to claim 1 or 2, it is characterised in that the material of the tube body is stainless steel tube.
5. tube core formula composite plate according to claim 1 or 2, it is characterised in that the top panel and/or lower panel are gold
Belong to plate or carbon plate, the material of the top panel and/or lower panel is one in stainless steel, fiberglass, carbon steel, titanium steel or aluminium alloy
Kind.
6. tube core formula composite plate according to claim 1 or 2, it is characterised in that the pipe thickness of the tube body for 0.1 ~
2mm。
7. tube core formula composite plate according to claim 1 or 2, it is characterised in that the side of the adjacent tube body is mutually squeezed
Press contracting, decrement is 2% ~ 5%.
8. tube core formula composite plate according to claim 1 or 2, it is characterised in that the thickness of the top panel and/or lower panel
Spending δ is：0.5≤δ≤6mm.
9. tube core formula composite plate according to claim 2, it is characterised in that the top panel and lower panel are made surrounding and turned over
The shape on side, encases die layer；Or the edge flange of solder used in welding, encase die layer.
10. a kind of load-bearing material for building, is made of according to claim 1 ~ 9 any one of them tube core formula composite plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610928598.XA CN108018988A (en) | 2016-10-31 | 2016-10-31 | A kind of tube core formula composite plate and load-bearing material for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610928598.XA CN108018988A (en) | 2016-10-31 | 2016-10-31 | A kind of tube core formula composite plate and load-bearing material for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108018988A true CN108018988A (en) | 2018-05-11 |
Family
ID=62069671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610928598.XA Pending CN108018988A (en) | 2016-10-31 | 2016-10-31 | A kind of tube core formula composite plate and load-bearing material for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108018988A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005127A (en) * | 2019-04-03 | 2019-07-12 | 李诗宜 | A kind of composite construction wallboard and its manufacturing method |
| CN110607925A (en) * | 2019-04-17 | 2019-12-24 | 李诗宜 | Integral bathroom chassis |
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| CN2318293Y (en) * | 1997-10-09 | 1999-05-12 | 许浒 | Multilayer reinforced type non-combustion light-weight building board |
| CN1575966A (en) * | 2003-07-28 | 2005-02-09 | 冷鹭浩 | Honeycomb paper inner core composite board |
| 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 |
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2016
- 2016-10-31 CN CN201610928598.XA patent/CN108018988A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2198330Y (en) * | 1994-06-04 | 1995-05-24 | 北京市海淀华能玻璃钢厂 | Glass fiber reinforced plastic honeycomb hollow composite plate |
| CN2318293Y (en) * | 1997-10-09 | 1999-05-12 | 许浒 | Multilayer reinforced type non-combustion light-weight building board |
| CN1575966A (en) * | 2003-07-28 | 2005-02-09 | 冷鹭浩 | Honeycomb paper inner core composite board |
| 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 (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005127A (en) * | 2019-04-03 | 2019-07-12 | 李诗宜 | A kind of composite construction wallboard and its manufacturing method |
| CN110607925A (en) * | 2019-04-17 | 2019-12-24 | 李诗宜 | Integral bathroom chassis |
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| 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: 20180511 |
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| RJ01 | Rejection of invention patent application after publication |