CN202767352U - Bamboo-structured composite plate - Google Patents
Bamboo-structured composite plate Download PDFInfo
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- CN202767352U CN202767352U CN 201220349374 CN201220349374U CN202767352U CN 202767352 U CN202767352 U CN 202767352U CN 201220349374 CN201220349374 CN 201220349374 CN 201220349374 U CN201220349374 U CN 201220349374U CN 202767352 U CN202767352 U CN 202767352U
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Abstract
A bamboo-structured composite plate is composited by a bamboo-structured framework and filling wrapping materials of the bamboo-structured framework. The filling wrapping materials are filled in gaps in the bamboo-structured framework and wrapped on the periphery of the bamboo-structured framework. The bamboo-structured framework is formed by a bamboo-structured base or combination of at least two different bamboo-structured bases. The bamboo-structured base comprises bamboo-structured sheets and a bamboo-structured frame. The bamboo-structured sheets include bamboo-structured sheets type A, the bamboo-structured sheets type B and the bamboo-structured sheets type C. The bamboo-structured composite plate is good in integrity, lightweight, high in strength, rigid but crispy and elastic. The bamboo-structured composite plate can be used for building constructions independently due to the fact that each bamboo-structured composite plate can serve as a structural support framework for constructions. By the bamboo-structured composite plate, brick walls can be completely omitted, and various fixed constructions can be built without reinforced bars. In addition, the bamboo-structured composite plate is applicable to building of various movable constructions which are convenient to transport and detachable.
Description
Technical field
The utility model relates to a kind of constructional materials, particularly a kind of bamboo structure composite plates.
Background technology
At present, very most building materials do not meet human kind sustainable development.The primary structure mode of building is: the frame modes such as brick wood, brick mix, steel reinforced concrete.Because timber lacks, the full-wood of China does not have substantially.Traditional bamboo structure has the many places drawback, can only be limited in minimum scope.Full steel structure is high because of cost, also less employing.At present, building materials mainly depend on reinforcing bar, bake bricks, cement.Construction steel is that the minimum grade of quality in the steel, power consumption are the highest.The iron ore of limited preciousness is smelt in a large number low-grade steel and excessively is applied in building field is to rationally utilizing limited resources, reducing seriously running counter to of atmospheric environment.The various disadvantages such as spoiled soil resource, welding, atmosphere pollution are arranged especially of baking bricks.
On the other hand, when whenever having violent earthquake to occur, the building major part that mostly occurs is collapsed, the situation that casualties is miserable, and cause rescue rebuild consuming time expend huge.The antidetonation situation is very severe.And the principle of existing mode of construction and construction timber and earthquake proof construction is opposing.Firmly weighing of building, firm and crisp, should the unstability disintegration be their common drawback.Simultaneously, existing common several structures all more or less be unable to do without the masonry walls mode.And masonry walls the easiest in earthquake unstability collapse, the cajaput earthquake calamity is an example.And in a single day the building of steel and concrete structure is sunk and is collapsed, and personnel's the death rate is huge, and rescue is the most difficult, and the Wenchuan earthquake calamity is an example.How guaranteeing to meet special violent earthquake, also to reach overwhelming majority building intact, thereby guarantee that people have the time of escape, reduces in a large number personnel's injures and deaths, and antidetonation is the key subjects of should the whole nation paying attention to that China faces!
And on the other hand, China has breeding convenient, become a useful person rapidly, and amount accounts for high-quality building materials---the bamboo wood in the world 1/4th.Calling it as the high-quality building materials, and fairly good because of its physical quality, tensile strength is 3-4 times of steel, and compressive strength is higher than timber 10%, full of elasticity, toughness, and light weight.Person: plant gold, " the plant iron and steel " of 21 century.This is populous to us for this, and timber lacks, and the country that earthquake takes place frequently is especially valuable.But so good bamboo wood is hollow, and it is difficult to use, and the easy explosion of rift grain.Its weakness makes bamboo wood have difficulty in taking a step being widely used of building field.So that current, the bamboo wood that physical characteristic is strong is dismembered mostly to be pulverized, and is used in other field, is the very unfortunate wasting of resources really.
The utility model content
The purpose of this utility model is to solve the problems referred to above that prior art exists, and a kind of bamboo structure composite plates is provided.
The purpose of this utility model is achieved in that a kind of bamboo structure composite plates, by the bamboo structure skeleton with fill clad material and be composited, fill clad material be filled in the intraskeletal gap of bamboo structure and be coated on the bamboo structure skeleton around; Described bamboo structure skeleton is constituted by a kind of bamboo structure matrix or multiple different bamboo structure matrix; Described bamboo structure matrix comprises bamboo structure sheet material and bamboo structure framework, and described bamboo structure sheet material comprises A type bamboo structure sheet material, Type B bamboo structure sheet material and C type bamboo structure sheet material; After described bamboo structure composite plates formed, plate was provided with for the outstanding layer in interconnective edge between the plate and/or eye, falcon.
Described A type bamboo structure sheet material comprises being kept flat the basic unit that the parallel dense arrangement of bamboo chip forms and being kept flat bamboo chip by polylith by polylith and is spaced the surface layer that forms, basic unit is connected the square crossing of bamboo chip length direction and connects with surface layer, surface layer is connected to the one or both sides of basic unit;
Described Type B bamboo structure sheet material comprises the basic unit that is formed by the parallel dense arrangement of the edge-on bamboo chip of polylith and keeps flat bamboo chip by polylith and is spaced the surface layer that forms, basic unit is connected the square crossing of bamboo chip length direction and connects with surface layer, surface layer is connected to the one or both sides of basic unit;
Described C type bamboo structure sheet material keeps flat the parallel dense arrangement of bamboo chip by polylith and is spaced as latitude sheet braiding and connects and composes as keep flat bamboo chip through sheet, polylith, is positioned at latitude sheet through the sheet two ends and is connected to the same face or two sides through sheet.
Described bamboo structure framework is the cube shaped framework of rectangle that is connected and composed by many bamboo-wood structure frame shelves, described bamboo-wood structure frame shelves are connected and composed by a batten and one or two bamboo chips, two bamboo chips are connected to the relative both sides of batten, and the width of batten is equal to or greater than the width of bamboo chip.
Described bamboo structure skeleton is by a bamboo structure framework and superimposed the connecting and composing of bamboo structure sheet material.
Described bamboo structure skeleton is by a bamboo structure framework and two superimposed connecting and composing of bamboo structure sheet material, and two blocks of bamboo structure sheet materials are connected to the two sides of bamboo structure framework.
Described bamboo structure skeleton order is by a Type B or C type bamboo structure sheet material, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type bamboo structure sheet material.
Described bamboo structure skeleton order is by a Type B or C type bamboo structure sheet material, A type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type bamboo structure sheet material.
Described bamboo structure skeleton order is by a Type B or C type type bamboo structure sheet material, A type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or C type type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type type bamboo structure sheet material.
The thickness of the outstanding layer in described edge, falcon is less than the thickness of plate, and described eye is penetrating or semipermeable.
Described falcon is continuous dentation falcon and a side that is arranged on plate, and the thickness of this continuous dentation falcon is identical with the thickness of plate.
Bamboo structure composite plates of the present utility model has following advantage and disadvantage owing to having adopted above technical scheme:
1, the utility model has been created a kind of unprecedented bamboo structure composite plates.And take this plate as basic complete building technology.It has been broken with bamboo pole and has made the structure skeleton, irresistible larger external force, be limited in traditional bamboo structure technology that very low range is used.
It is to a certain extent than the stronger drag of modern wood structure, and globality, anti-disintegration are better; , steel reinforced concretes more mixed than modern brick wood, the brick of generally carrying out etc. are lightweight more all, more hard and soft, more whole, more anti-disintegration.
2, the utility model has been created the new skill of scientific and reasonable use bamboo wood in construction applications, for the high-quality resource of this natural, fast-growing, sustainable use that regeneration power is strong in fully effect of builing industry performance, the timber resources that remedies us lacks, and has realized an important breakthrough.
3, the utility model is under construction can to substitute steel and fragment of brick, saves cement.Can realize reducing carbon emission more than 40%.For the limited iron ore deposit of to protect mankind with improve human ecological environment, keep sustainable development to realize an important breakthrough.
4, because the utility model science has been brought into play the advantage of bamboo wood nature drag, the combination of again implementation advantage makes that tectosome is stressed tempers toughness with gentleness; Bamboo structure is multilayer interconnection again, makes distribution of force even; Owing to adopting entirely board-likely, the means such as special interfix locking are also carried out in the connection of plate again, and the basic Consensus that has reached international earthquake proof construction requires: lightweight, firm and flexible, globality and anti-disintegration are strong.This builds earthquake proof construction for China's science and has started a kind of new breakthrough thinking.
5, it is prefabricated that plate of the present utility model can be carried out batch production, and field-installed method makes to build to reach complete, meticulous design, the new high degree of manufacturing.This will change common now taking and now build mode, improve build guality simultaneously, also more save time and save multinomial cost.Present technique makes again cast-in-site without template, has saved template, mounting or dismounting template operation, and the operation of concrete setting time is waited for, also saved smooth the whitewashing in large-area rear road.In batch production was produced, the large face of plate can also arbitrarily pour into the imitative wood of various imitative stones and wait three-dimensional surface.This is the new breakthrough that promotes very much economy, builds artistic value.Along with accumulation and the improvement of experience, the potential of larger economic worth ratio will be arranged.
6, the utility model plate technology also is not limited only to this mode of construction, can also use in other construction structure systems.Using this plate in, the steel and concrete structures mixed at brick wood, brick etc. can reduce building gross weight, multiple reduction cost, greatly improve globality, the hard and soft property of building, the Anti-seismic and disaster resistant ability of enhancing original structure.In the future, the highrise building of a building bamboo, steel, mixed structure is lightweight more not only, and is more economical, and has more elasticity, and not broken, degree of safety can be largely increased in face of macroseism.Say in some sense, this has important qualitative change meaning.
7, use the utility model, build exceptional structure that top suitably enlarges can be firm many.
Because various special needs (as: save take up an area etc.), build sometimes that top is larger than the bottom, even amplitude is also very large.Because the structure that present technique is built have the characteristics such as light, tough, flexible, whole anti-disintegration is strong, therefore, build this type of building with much firm, cost savings many.
8, use the utility model technology, its fire occur or other in particular cases the safe degree of controllability of (such as, the blast on " 911 " building top) is more much higher than other structures.
Have example to show, timber buildings is when breaking out of fire, and its time of caving in is controlled.Germany the fire fighter say, timber buildings generally has 40 minutes safe rescue run phase.Other structures are difficult control then, can cave at any time.This is to need the aerobic burning because of wood, therefore, can only be from outside to inside, progressively burning.And the software of iron and steel under heat is sagging to be that speed becomes with the rapid increasing of heat.In addition heavy, danger reaches maximum at any time.
Present technique is mainly used bamboo wood, and it is with wood, and is also light; Anti-pressure ability is better than timber; The parcel of GRC cement etc. is more slow its burning time just.So the structure of using the present technique construction have escape, the rescue time of controlled safety, therefore, when special disaster occured, its degree of safety was higher.
The structure of using the present technique construction can reach light weight, tough flexible, whole anti-disintegration is strong.If multilayer is successively decreased the amount of concrete of bottom each layer cast of basis beginning gradually to top, can like " tumbler " equally, reach stable.For resisting floods, disaster caused by a windstorm, earthquake calamity etc. the advantageous effects of mitigation is arranged.
9, use the utility model technology, can make structure lightweight, hard and soft, anti-disintegration.So its range of application will be very wide.Such as, in the loose place of geology and waterborne, using the utility model technology to build building will have powerful advantage.Can also apply to the structure that hull, bridge, fast assembling building etc. are widely used function.
Description of drawings
Fig. 1 is the structural representation of the utility model bamboo structure composite plates the first embodiment;
Fig. 2 is the structural representation of the utility model bamboo structure composite plates the second embodiment;
Fig. 3 is the structural representation of the utility model bamboo structure composite plates the 3rd embodiment;
Fig. 4 is the structural representation of the utility model bamboo structure composite plates the 4th embodiment;
Fig. 5 is the structural representation of the utility model bamboo structure composite plates the 5th embodiment;
Fig. 6 is the side-looking structural representation of the A type bamboo structure sheet material in the utility model;
Fig. 7 is the side-looking structural representation of the Type B bamboo structure sheet material in the utility model;
Fig. 8 is the plane structure schematic diagram of Fig. 6, Fig. 7 in the utility model;
Fig. 9, Figure 10 are the structural representations of the C type bamboo structure sheet material in the utility model;
Figure 11 is the side-looking structural representation of the bamboo structure framework in the utility model;
Figure 12, Figure 13 are the end face structure schematic diagrames that consists of the frame shelves of bamboo structure framework;
Figure 14 is the structural representation of giving prominence to simultaneously the bamboo structure composite plates of layer, eye and falcon with the edge;
Figure 15 is many plate combination schematic diagrames of bamboo structure composite plates shown in Figure 14;
Figure 16 is the structural representation with the bamboo structure composite plates of the outstanding layer in two-sided edge;
Figure 18 is only with the structural representation of the bamboo structure composite plates of falcon;
Figure 19 is the structural representation of the bamboo structure composite plates of large Intermediate Gray eye of plate;
Figure 20, Figure 21 are that the edge is with the structural representation of the bamboo structure composite plates of continuous tooth shape falcon.
The specific embodiment
Referring to Fig. 1, cooperation is referring to Fig. 2, Fig. 3, Fig. 4, Fig. 5, bamboo structure composite plates of the present utility model, by the bamboo structure skeleton with fill clad material (out not shown) and be composited, fill clad material be filled in the intraskeletal gap of bamboo structure and be coated on the bamboo structure skeleton around.
Bamboo structure skeleton in the utility model is connected by at least two kinds of identical or different bamboo structure matrixes of structure and consists of; Described bamboo structure matrix comprises bamboo structure sheet material 1 and bamboo structure framework 2, and bamboo structure sheet material 1 comprises A type bamboo structure sheet material 11, Type B bamboo structure sheet material 12 and C type bamboo structure sheet material 13.After the bamboo structure composite plates formed, plate was provided with for the outstanding layer 3 in interconnective edge between the plate, eye 4, falcon 5 and (cooperates referring to Figure 14-Figure 21).In general, the thickness of the outstanding layer 3 in edge, falcon 5 is less than the thickness of plate.Eye 4 can be penetrating or semipermeable.In addition, falcon wherein can and be arranged on a side of plate for continuous tooth shape falcon 6 (referring to Figure 20,21), and at this moment, the thickness of dentation falcon is identical with the thickness of plate continuously.Two bamboo structure composite plates with corresponding continuously dentation falcon 6 mutually falcon connect continuous.
Referring to Fig. 1, the bamboo structure skeleton in the utility model can be by a bamboo structure framework 2 and bamboo structure sheet material 1 superimposed connecting and composing.This bamboo structure sheet material 1 can be any in A type bamboo structure sheet material 11, Type B bamboo structure sheet material 12 and the C type bamboo structure sheet material 13.
Referring to Fig. 2, the bamboo structure skeleton in the utility model can be by a bamboo structure framework 2 and two bamboo structure sheet material 1 superimposed connecting and composing, and two blocks of bamboo structure sheet materials 1 are connected to the two sides of bamboo structure framework 2.Two blocks of bamboo structure sheet materials 1 can be any in A type bamboo structure sheet material 11, Type B bamboo structure sheet material 12 and the C type bamboo structure sheet material 13 or any two kinds.
Referring to Fig. 3, the bamboo structure skeleton in the utility model can be that order is by a Type B (or C type) bamboo structure sheet material 12, A type bamboo structure sheet material 11 and a Type B (or C type) bamboo structure sheet material 12 superimposed connecting and composing.
Referring to Fig. 4, the bamboo structure skeleton in the utility model can order by a Type B (or C type) bamboo structure sheet material 12, A type bamboo structure sheet material 11, bamboo structure framework 2, A type bamboo structure sheet material 11 and a Type B (or C type) bamboo structure sheet material 12 superimposed connecting and composing.
Referring to Fig. 5, the bamboo structure skeleton in the utility model can order by a Type B (or C type) bamboo structure sheet material 12, A type bamboo structure sheet material 11, bamboo structure framework 2, A type bamboo structure sheet material 11, a Type B (or C type) bamboo structure sheet material 12, bamboo structure framework 2, A type bamboo structure sheet material 11 and a Type B (or C type) bamboo structure sheet material 12 superimposed connecting and composing.
Bamboo structure skeleton in the utility model can also have other various combinations, does not enumerate one by one at this.
Referring to Fig. 6, cooperation is referring to Fig. 8, A type bamboo structure sheet material 11 in the utility model comprises being kept flat the basic unit 111 that the parallel dense arrangement of bamboo chip forms and being kept flat bamboo chip by polylith by polylith and is spaced the surface layer 112 that forms, basic unit 111 is connected with surface layer and presses the square crossing of bamboo chip length direction and connect, and surface layer is connected to the one or both sides of basic unit.
Referring to Fig. 7, cooperation is referring to Fig. 8, Type B bamboo structure sheet material 12 in the utility model comprises the basic unit 121 that is formed by the parallel dense arrangement of the edge-on bamboo chip of polylith and keeps flat bamboo chip by polylith and is spaced the surface layer 122 that forms, basic unit is connected the square crossing of bamboo chip length direction and connects with surface layer, surface layer is connected to the one or both sides of basic unit.
Referring to Fig. 9, cooperation is referring to Figure 10, C type bamboo structure sheet material 13 in the utility model keeps flat the parallel dense arrangement of bamboo chip by polylith and is spaced as keep flat bamboo chip through sheet 131, polylith that braiding connects and composes as latitude sheet 132, is positioned at latitude sheet through the sheet two ends and is connected to the same face through sheet.
Referring to Figure 11, Figure 12, Figure 13, bamboo structure framework 2 in the utility model is the cube shaped frameworks of rectangle that connected and composed by many bamboo-wood structure frame shelves, described bamboo-wood structure frame shelves are connected and composed by a batten 21 and one or two bamboo chips 22, two bamboo chips 22 are connected to the relative both sides of batten 21, and the width of batten stretches out greater than the width of bamboo chip and to two ends.
The utility model is made various forms of bamboo structure matrixes take bamboo chip as main material, makes the bamboo structure skeleton with the various combinations of bamboo structure matrix again, and by with the Material cladding well-thought-out plan structure composite plates such as GRC cement.This plate can be used as a unique braced structures that structure are complete.
This plate technology is on the basis of the careless mistake of support structure and the mechanical characteristic that more rationally utilizes bamboo with bamboo pole in having understood traditional bamboo structure, with the bamboo chip of about 5-30mm different in width as main material, do connecting material with wood glue water, screw, iron nail, air gun nail etc., make first the bamboo structure matrix of various bamboo chips arrangements or bamboo batten combination.
According to the structure needs of building, various bamboo structure matrixes can be independent, also can be superimposed, pass through again with materials such as certain GRC cement, gypsum, fibrous mesh cloth, heat insulating materials, adopt the methods such as screw, iron nail, air gun nail to carry out compound, make the bamboo structure composite plates of all size.In the one-board mode of construction, plate is compound complete.In the compound plate formula was built, plate only needed finally being exposed to outer part compound complete, and reached and meet the standard that connects between plate, and we are called subplate.
Be plate or half plate all on each aspect with the distribution structure, bring into play different mechanics supporting roles, unite and form support structure and make a concerted effort.And bamboo structure matrix wherein and their combination (bamboo structure skeleton) play main skeleton supporting role, and the materials such as GRC cement compound strengthened supporting role, and strengthened stability and globality, also play the effects such as fire prevention that structure need, water leakage, insulation.
Generally speaking, the bamboo structure matrix has suitable length and width degree, as: 1200 * 2400 * 50mm; And when special requirement was arranged, various bamboo structure matrixes may become long narrow especially, or any required abnormal shape, and carried out than conventional more times MULTILAYER COMPOSITE connection.As: make special beam, post, anti-HI high impact plate etc.The benefit of doing like this: when strengthening structural strength, can also save the material such as cement, alleviate the overall weight of structure etc.
For the convenience of making and installing, plate or subplate generally can take less than the 1200mm width as basic size.
The interfix of bamboo structure composite plates is locked connection technique, is the whole stressed even of structure, and the greatly assurance that whole anti-solution is strong also is the important feature of this plate technology.
The connection that (comprises in the compound plate formula half and half plate) between plate needs except special, the metal connecting piece that the overwhelming majority need not be made in addition, but finish by extended bamboo structure falcon in each plate.This bamboo structure falcon is by stretching out in each plate, with the plate one.The setting of falcon is generally one of 30-60cm (the plate face that correspondence connects is reserved suitable eyelet in corresponding position).(the needlework sewing efficiencies of similar clothes) can or appear between two connection plates are continuous when needing.In the various connections between the adjacent plate that is parallel, an angle of 90 degrees or other wide-angles, though have local differently, all adopt this falcon to connect principle, and carry out side chain or lock.In the construction structure of one-board and compound plate formula, the length of bamboo structure falcon is different.In one-board, falcon needs only the outside through respective panels; And in the compound plate formula, falcon can pass for the first time plate, also can continue to pass through two subplates.But need at least to pass more than the plate 5cm first time, this is the necessary condition of locking with implementation falcons such as bamboo chips.This to go out falcon, threading, lock be to strengthen whole drag, guarantees the important means of structure globality.By the acting in conjunction of these multiple functions, make the firm and reliable connection between plate.In some sense, the face of this falcon connects, and the shelves that are better than the Traditional Wood structure connect, and more is better than the connection of the screw between Wooden Batten in the modern wood structure.
In parallel adjacent plate connected, the single or double of a practicable plate stretched out and gives prominence to along 5-10cm mostly, and adjacent panels is corresponding contraction size then, abdicates the position, makes both mate connection.During connection, generally can be coated with GRC cement or other glue at contact surface, fastening with screw.If this connection also needs to strengthen, can add that then being 90 bamboo chip shelves or the bamboo chip plates of spending with seam strengthens.When building the house, as the reinforcement of floor, can place the horizontal grid of bottom to realize by setting.
The batch production plate is prefabricated, on-the-spot assembling, cast.
According to building needs, can design formation, connected mode, the employing means of various bamboo plates.Then make standardized production in factory.
Plate is shipped to the scene.Certain pre-preparation (the pre-laying of smooth, the various pipelines on ground, necessary basis dig in advance pre-buried etc.) is made at the scene, and after the assembling that reaches structure required, plate was installed in order fixing (laying of the synchronous wire condiut of complicated structure).The first internal layer of complicated structure is installed fixing, and the concrete part of reinforcing or the operation of insulation layer part are watered in the more progressively amalgamation of skin and internal layer synchronously, all finish to assembling.Generally can carry out continuously in pouring.This is that concrete effect is less than the steel and concrete structure, so need not to worry very much the concrete problem not in place of solidifying because the integral body of bamboo structure plate combination can reach topmost support structure; Moreover, up to standardly do not tear the problem that pouring template affect build guality open because concrete solidifies generally need not template because present technique is watered, the bamboo structure plate encases pouring material, and will with its integrator.
The application of present technique can also be expanded and other construction structure systems.
In the construction structures such as, steel reinforced concrete mixed at brick wood, brick, there are a large amount of load-bearing and non-bearing brick wall.These brick walls have strengthened the need supporting power of building, and are the most easily to shake to dissipate in antidetonation, the resistance to overturning of impact building.It is possible substituting brick wall with the bamboo structure plate of present technique manufacturing, favourable.One is strengthened the globality of building; Itself and, can reduce the gross mass of building integral, save building material cost; Its three, above-mentioned 2 combination can be strengthened the shock resistance of building greatly.
In, the steel and concrete structure mixed at brick, if the bamboo structure plate is used as the module board of its fluid concrete part and brick wall part, do the pre-segmentation of each one of cast, it partly maybe can reduce with reinforcing bar in the same old way.During cast, the supporting part fluid concrete, but and brick wall part or part fluid concrete, part is poured into a mould heat insulating material (will reach certain anti-crush strength), this is can reach to reduce building gross weight, saving construction cost (reduction weight, save the labor and materials etc. that the bottom comprises basic total amount and cast module), greatly improve globality and the hard and soft property of building, thereby improve shock strength.This has certain qualitative change meaning.
Claims (10)
1. bamboo structure composite plates is characterized in that: by the bamboo structure skeleton with fill clad material and be composited, fill clad material be filled in the intraskeletal gap of bamboo structure and be coated on the bamboo structure skeleton around; Described bamboo structure skeleton is constituted by a kind of bamboo structure matrix or multiple different bamboo structure matrix; Described bamboo structure matrix comprises bamboo structure sheet material and bamboo structure framework, and described bamboo structure sheet material comprises A type bamboo structure sheet material, Type B bamboo structure sheet material and C type bamboo structure sheet material; After described bamboo structure composite plates formed, plate was provided with for the outstanding layer in interconnective edge between the plate and/or eye, falcon.
2. bamboo structure composite plates according to claim 1, it is characterized in that: described A type bamboo structure sheet material comprises being kept flat the basic unit that the parallel dense arrangement of bamboo chip forms and being kept flat bamboo chip by polylith by polylith and is spaced the surface layer that forms, basic unit is connected the square crossing of bamboo chip length direction and connects with surface layer, surface layer is connected to the one or both sides of basic unit;
Described Type B bamboo structure sheet material comprises the basic unit that is formed by the parallel dense arrangement of the edge-on bamboo chip of polylith and keeps flat bamboo chip by polylith and is spaced the surface layer that forms, basic unit is connected the square crossing of bamboo chip length direction and connects with surface layer, surface layer is connected to the one or both sides of basic unit;
Described C type bamboo structure sheet material keeps flat the parallel dense arrangement of bamboo chip by polylith and is spaced as latitude sheet braiding and connects and composes as keep flat bamboo chip through sheet, polylith, is positioned at latitude sheet through the sheet two ends and is connected to the same face or two sides through sheet.
3. bamboo structure composite plates according to claim 1, it is characterized in that: described bamboo structure framework is the cube shaped framework of rectangle that is connected and composed by many bamboo-wood structure frame shelves, described bamboo-wood structure frame shelves are connected and composed by a batten and one or two bamboo chips, two bamboo chips are connected to the relative both sides of batten, and the width of batten is equal to or greater than the width of bamboo chip.
4. bamboo structure composite plates according to claim 1, it is characterized in that: described bamboo structure skeleton is by a bamboo structure framework and superimposed the connecting and composing of bamboo structure sheet material.
5. bamboo structure composite plates according to claim 1, it is characterized in that: described bamboo structure skeleton is by a bamboo structure framework and two superimposed connecting and composing of bamboo structure sheet material, and two blocks of bamboo structure sheet materials are connected to the two sides of bamboo structure framework.
6. bamboo structure composite plates according to claim 1 is characterized in that: described bamboo structure skeleton order is by a Type B or C type bamboo structure sheet material, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type bamboo structure sheet material.
7. bamboo structure composite plates according to claim 1 is characterized in that: described bamboo structure skeleton order is by a Type B or C type bamboo structure sheet material, A type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type bamboo structure sheet material.
8. bamboo structure composite plates according to claim 1 is characterized in that: described bamboo structure skeleton order is by a Type B or C type type bamboo structure sheet material, A type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or C type type bamboo structure sheet material, bamboo structure framework, A type bamboo structure sheet material, Type B or superimposed the connecting and composing of C type type bamboo structure sheet material.
9. bamboo structure composite plates according to claim 1 is characterized in that: the thickness of the outstanding layer in described edge, falcon is less than the thickness of plate, and described eye is penetrating or semipermeable.
10. bamboo structure composite plates according to claim 1, it is characterized in that: described falcon is continuous dentation falcon and a side that is arranged on plate, and the thickness of this continuous dentation falcon is identical with the thickness of plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220349374 CN202767352U (en) | 2012-07-18 | 2012-07-18 | Bamboo-structured composite plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220349374 CN202767352U (en) | 2012-07-18 | 2012-07-18 | Bamboo-structured composite plate |
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| CN202767352U true CN202767352U (en) | 2013-03-06 |
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| CN 201220349374 Expired - Fee Related CN202767352U (en) | 2012-07-18 | 2012-07-18 | Bamboo-structured composite plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572888A (en) * | 2012-07-18 | 2014-02-12 | 李维成 | Bamboo structure composite plate |
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2012
- 2012-07-18 CN CN 201220349374 patent/CN202767352U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572888A (en) * | 2012-07-18 | 2014-02-12 | 李维成 | Bamboo structure composite plate |
| CN103572888B (en) * | 2012-07-18 | 2015-09-23 | 李维成 | Bamboo structure composite plate |
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