CN104136696A - Structure having a core bar - Google Patents
Structure having a core bar Download PDFInfo
- Publication number
- CN104136696A CN104136696A CN201280054169.4A CN201280054169A CN104136696A CN 104136696 A CN104136696 A CN 104136696A CN 201280054169 A CN201280054169 A CN 201280054169A CN 104136696 A CN104136696 A CN 104136696A
- Authority
- CN
- China
- Prior art keywords
- sandwich
- shell
- bamboo
- constructional materials
- crust
- 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
- E04C3/00—Structural elongated elements designed for load-supporting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/46—Arched girders or portal frames of materials not covered by groups E04C3/40 - E04C3/44; of a combination of two or more materials
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a structure having a core bar, in which the structure has superior mechanical strength and quality characteristics and significantly reduced manufacturing cost as compared with existing metal structures, and which enables frames of various curved shaped buildings including dome-shaped and arch-shaped buildings to be conveniently constructed without using a Truss structure or a cast to achieve economic advantages and superior construction ability and contribute to global environment protection. To accomplish this, the structure of the present invention comprises: one or more core bars having elasticity and a bar shape; and an outer body or an outer cover for insertion of said one or more core bars. Each core bar is made of at least one kind of wood including bamboo strips or bamboo-laminated bars, synthetic resin material, glass fiber composite and carbon fiber composite. The outer body or the outer cover is made of one or more metal materials including aluminum, synthetic resin material, glass fiber composite and carbon fiber composite.
Description
Technical field
The present invention sandwich (core bar) constructional materials than before metal building material, when mechanical strength and quality characteristic aspect have a clear superiority in, have significant effect to reducing fabricating cost.Moreover, while building the framework of arc (dome), arch (arch) and diversified shaped form building, get rid of the trouble of building truss or template, can construct easily.Therefore there is superior economic benefit and application property, and be conducive to the environment of preserving our planet.
Background technology
Headed by builing industry, the mechanical implement fields such as automated production equipment are generally used the metal building material of being made up of steel, aluminium.
The raw material of such metal building material are somewhat expensive, also large because of weight not only, not easy-offtaking.The carbon emission producing in its raw-material production and process, has the shortcoming that worsens earth environment.
Do not need beam column with the shaped form building headed by arc, arch because of centre, and advantage attractive in appearance, quite favored.But the construction of this shaped form building often needs to build truss (truss) or template.
Truss T structure as shown in Figure 1, is welded into triangular structure and forms to manage the steel such as the beam (beam) of (pipe) or iron material matter, therefore waste of manpower and gas, and application property is lower.
Trussed construction is not only subject to the effect of expansion force and compressive force, and doubling camber and the distortion that causes of pressurization weight (W), restore elasticity a little less than.For anti-problem here, erection truss material require increases specification, therefore occurs the problems such as requisite space is large, waste Master Cost.
And the aluminium extruded sections (Profile) generally using in fields such as buildings is as Figure 14, save the complicated link such as cutting, welding, grinding, spraying of material, be easy to assembling, be the constructional materials of specification comparatively.But its shell entirety is that the metal material such as aluminium are made, wastes expensive metal material, has increased financial burden.
And, for the connection with length direction (extending length), reserve hole in the centre of aluminium profile end face, in the time connecting, need tapping (Tapping) operation, therefore comparatively trouble of construction, and extend man-hour.
Summary of the invention
The present invention is the problem points in order to solve above-mentioned conventional art.
One of its object, the constructional materials by this invention sandwich (core bar) constructional materials before comparing is not only being significantly improved reducing aspect fabricating cost when mechanical strength, quality characteristic aspect are good.
Its two, in the time building the framework of the diversified shaped form buildings such as arc, arch, got rid of the trouble of utilizing truss or template, utilize the mode of bending to construct easily, improve efficiency of construction.
Its three, the present invention use be the pure natural bamboo wood that benefit is good.It has outside waterproof, the feature that fire-resistant, insect protected is outstanding, has controlled the use of the metals resources that carbon emission amount is high, and to preserving our planet, environment contributes.
technical solution of the present invention is:
In order to achieve the above object, the present invention sandwich (core bar) constructional materials, has above flexible (bar) clevis heart (core bar) and the shell of its more than one sandwich insertion or crust is formed by one.
Above-mentioned sandwich (core bar) is by any one above formation the in bamboo cane (Strip) or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned shell or crust are formed as feature more than comprising any one in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite of aluminium.
Above-mentioned sandwich (core bar) is made up of integrated of bamboo, and integrated of bamboo can be formed a monomer or be broken bamboo into pieces rear extruding by plural bamboo cane, and compression forming forms.
Above-mentioned shell or crust possess can insert and support above-mentioned sandwich patchhole, can or possess an aluminium extruded sections that T-shaped groove forms above by tubulose and form.
Above-mentioned shell can be to insert guide tracked (Guide pile) shape with auxiliary tool on sandwich shell.Above-mentioned auxiliary tool continue by the above length direction of housing exterior one side that in the more than one support that forms and more than one T-shaped groove, any one forms above.
Above-mentioned auxiliary tool can comprise the T-shaped groove of two each sides of parallel surface of shell, and centered by above-mentioned T-shaped groove, the first support and second support that slider can be inserted, form the 3rd support of air layer with above-mentioned the second support isolation and with the second support.Above-mentioned the first support and the 3rd support can be used for exterior material or the in-built material of fixed buildings body of wall.
, can comprise in the inner side of patchhole in the more than one tongue that extends with length direction or convex line (rib) more than any one by above-mentioned sandwich insertion and be fixed in above-mentioned shell for expediently.
Above-mentioned shell or crust and above-mentioned sandwich, can be fixed by more than one fixed form.
Above-mentioned shell or crust, can separate inner space with more than one dividing plate.
In order to achieve the above object, another case of the present invention sandwich (core bar) constructional materials, has above flexible (bar) clevis heart (core bar) and crust or the epithelium of an one above sandwich external surface is formed by one.
Above-mentioned sandwich (core bar) is by any one above composition the in bamboo cane (Strip) or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned crust or epithelium are formed as feature more than comprising any one in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite of aluminium.
The generation type of above-mentioned crust or epithelium can be any one mode in amalgamation mode, the parcel mode (Wrapping) of mode, tubulose diaphragm of the mode that forms of above-mentioned sandwich melt through respective material sclerosis, coating.
In order to achieve the above object, another case of the present invention sandwich (core bar) constructional materials comprises the center sandwich (center core bar) that is positioned at center and extends with length side; Above-mentioned center sandwich around to have flexible plural number sandwich and the shell of sandwich above-mentioned center and plural sandwich insertion or crust are formed.
The sandwich formation in above-mentioned center is more than any one in metal material, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned sandwich (core bar) is by any one above formation the in bamboo cane (Strip) or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned shell or crust are formed as feature more than comprising any one of aluminium in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite.
the invention has the beneficial effects as follows:
Possess the present invention sandwich (core bar) constructional materials of above-mentioned formation, sizable part of its formation has all been used the bamboo wood material that price burden is light, tensile strength is stronger than steel.Therefore, contrast entirety is the constructional materials before of metal material, when mechanical strength aspect has superiority, can save high price metal material, reduces manufacturing cost, and economic aspect is had to significant effect.
And the pliability that can utilize sandwich constructional materials will be constructed to the framework of the diversified shaped form buildings such as arc, arch expediently.Without building template, structure is more simply too much than truss, and construction party mask is improved significantly.
Aspect weight, because having used bamboo wood material, reduce in a large number the weight of constructional materials, therefore pick and place easily.
Wait form sandwich embed screw or directly with screw locking, just constructional materials can be coupled together easily with length direction without the operation that increases other tapping by integrated of bamboo.
What the present invention used is the pure natural bamboo wood that benefit is good.It has outside waterproof, the feature that fire-resistant, insect protected is outstanding, has controlled the use of the metals resources that carbon emission amount is high, and to preserving our planet, environment contributes.
Brief description of the drawings
Fig. 1 is the basis arch truss of technical case before;
Fig. 2 is according to the technology of the present invention, and arched framework is described;
Fig. 3 is according to the technology of the present invention, and the part cutting oblique view forming is described;
Fig. 4 is the sandwich end view drawing according to the technology of the present invention;
Fig. 5 is according to the technology of the present invention, several end view drawings that shell or crust are tubulose;
Fig. 6 is according to the technology of the present invention, the end view drawing that shell is aluminium extruded sections;
Fig. 7 is according to the technology of the present invention, the end view drawing of guide tracked shell;
Fig. 8 is the end view drawing under the use state of Fig. 7;
Fig. 9 is according to the technology of the present invention, the end view drawing of fixed form;
Figure 10 is the end view drawing according to the technology of the present invention;
Figure 11 is according to the technology of the present invention, with the end view drawing of crust or epithelium structure;
Figure 12 is according to the technology of the present invention, with the end view drawing of center sandwich structure;
Figure 13 is according to the technology of the present invention, the end view drawing of illustration state;
Figure 14 be before the aluminium profile end face figure of technology.
Detailed description of the invention
Be below the case explanation of the present invention sandwich (core bar) constructional materials, specific explanations with reference to the accompanying drawings.
The present invention sandwich (core bar) constructional materials 1, comprise more than one Fig. 2 to Figure 10 there is flexible (bar) clevis heart (core bar) 1 and by above-mentioned above sandwich 1 shell 20 or a crust 20A who inserts;
Above-mentioned sandwich 10 by any one above composition the in bamboo cane 1 or integrated 10A of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned shell 20 or crust 20A form more than comprising any one in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite of aluminium.
Above-mentioned sandwich 10 are made up of integrated 10A of bamboo of pliability, tensile strength, recovery good springiness; And integrated 10A of bamboo can be formed a monomer or be broken bamboo into pieces rear extruding by plural bamboo cane 11, compression forming forms.
Bamboo all can grow bamboo shoots every year, and in 15 ~ 20 days, its height grows up to substantially with thickness, more than the long 1m of high energy in one day.Bamboo is to be one of the most vigorous plant of growth activity on earth.The Harvesting Age of applicable quality is 3 ~ 4 years, and its production cycle is obviously shorter than general timber, and benefit is high, more few than metal material from being worked into carbon emission amount use procedure, is green material.
Bamboo not only tensile strength is stronger than steel, aspect weight, also has superiority, and can be used for pliability and restores all outstanding constructional materialss of elasticity.
Above-mentioned bamboo cane 11 is the bar being processed into arbitrary cross-section (bar) shapes after bamboo is cut, its cellulosic density by top layer to be carefully organized into internal layer covert right lax gradually.What bamboo cane 11 of the present invention was used is the part from top layer to middle level of removing outermost layer and innermost layer.
Integrated 10A of above-mentioned bamboo cane 11 or bamboo can be through carbonation process.
What be made up of integrated 10A of bamboo etc. sandwich 10 is the present invention sandwich (core bar) constructional materials 1 of main composition composition, as strong in its crushing resistance to weight (W) pressure of Fig. 2, recovery good springiness during to bending, therefore can build the firm building of resistance to deformation, anti-damage.
The a of Fig. 4 is sandwich 10 situations for monolithic entity of inserting in a shell 20 or crust 20A; B is situation about being made up of two materials.
Above-mentioned shell 20 or crust 20A extend and breakthrough status with length direction.By this patchhole 21, can insert above-mentioned sandwich 10 and play a supporting role.Shell or crust can be tubulose 201 (Fig. 5) or the aluminium extruded sections 202 (Fig. 6) that possesses an above T-shaped groove 22.
The shell 20 of above-mentioned tubulose 201 or the end face of crust 20A can be circular (Fig. 5 a), the shape such as quadrangle, polygonal (b, the c of Fig. 5).
The shell 20 of above-mentioned aluminium extruded sections 202 or crust 20A can comprise an above T-shaped groove 22 extending with length direction, its end face can be circular (Fig. 6 a), tetragonal, the polygonal (shape such as b) of Fig. 6.
Above-mentioned shell 20, as Fig. 7 and Fig. 8, its shell 203a that can insert sandwich 10 can be with auxiliary tool 203b) guide tracked 203 shapes, above-mentioned auxiliary tool 203b can comprise in the above more than one support 23 forming with length direction continuity of the outside one side of shell 203a or more than one T-shaped groove 22 more than any one.
The shell 20 of above-mentioned guide tracked 203 shapes can be used as the framework of the assembled wall body of building.
In order to achieve the above object, above-mentioned auxiliary tool 203b can comprise the T-shaped groove 22 of two each sides of parallel surface of shell 203a, centered by above-mentioned T-shaped groove 22, first support 231 that slider 65 can be inserted and the second support 232, isolate with above-mentioned the second support 232 and form the 3rd support 233 of air layer 24 with the second support 232.Above-mentioned the first support 231 and the 3rd support 233 can be used for exterior material 61 or the in-built material 63 of fixed buildings body of wall.
Shell 20 is shaped as the use case of above-mentioned guide tracked 203 sandwich constructional materials 1, as shown in Figure 8, utilizes T-shaped groove 22, dividing plate 50 and immobilization material 41, installs by the spacing of setting; With the vertical arrangement space mounting slider 65 of dividing plate; The mounting method of slider is for to be inserted into its end between the first support 231 and the second support 232, and its method of operating is very convenient.
Can utilize the first support 231 that exterior material 61 is installed.First exterior plate 611 is installed, carried out successively with the order of waterproofing materials 612, ceramic tile 613 afterwards.
Can utilize the 3rd support 233 that in-built material 63, gypsum plank 631 and in-built plate 632 are installed.
Because forming an air layer 24 between above-mentioned the second support 232 and the 3rd support 233, its heat-proof quality is especially remarkable.Moreover, be equivalent to the formation of the auxiliary air layer 241 of the first support 231 thickness, by dual increase heat-proof quality, therefore the thickness of body of wall and slider 65 can be reduced again.
Above-mentioned shell 20, as shown in the b of Fig. 5, Fig. 6 and Fig. 7, in order to insert and fixing from patchhole 21 above-mentioned sandwich 10 expediently, the design more than any one in the more than one tongue 211 that extends with length direction or convex line (rib) shape can be set in the inner side of patchhole 21.
As a of Fig. 6, shown in b, the end face when sandwich 10 is to have in the situation of multiangular at angle, and the above-mentioned tongue 211 of shell 20 can be fixed sandwich 10 angle from both direction, therefrom can form the Injection Space 215 that can inject adhesive.
As shown in Fig. 9, above-mentioned shell 20 or crust 20A and sandwich 10 should be fixed by least more than one fixed form 30.
By above-mentioned fixed form 30, prevent the perk phenomenon of shell while connection between constructional materials.Can be with fixtures such as screws when fixing.
As shown in Figure 10, the inner space of above-mentioned shell 20 or crust 20A can be separated with more than one dividing plate 27.
In shell 20 or crust 20A, in situation about separating by dividing plate 27, not only can increase the intensity of constructional materials, and can in plural patchhole 21, only insert sandwich 10 as the b of Figure 10 to a part of hole.
The sandwich constructional materials 1A of another case according to the present invention, as shown in Figure 11, has above flexible (bar) clevis heart (core bar) and crust 20A or the epithelium 20B of one above sandwich 10 external surface is formed by one.
Above-mentioned sandwich 10 is by any one above formation the in bamboo cane or integrated 10A of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite.
Above-mentioned crust 20A or epithelium 20B are by any one above formation the in aluminium, metal material, synthetic plastic, glass fiber compound material, carbon fibre composite.
The generation type of above-mentioned crust 20A or epithelium 20B can be any one mode in amalgamation mode, the parcel mode (Wrapping) of mode, tubulose diaphragm of above-mentioned sandwich 10 modes that form through the melts of respective material sclerosis, coating (coating).
According to the sandwich constructional materials 1B of another case more of the present invention, as shown in Figure 12, comprise center sandwich (the center core bar) 10C that is positioned at center and extends with length direction; The sandwich 10C in the above-mentioned center shell 20 or the crust 20A that there is flexible plural number sandwich 10 and sandwich above-mentioned center 10C and plural number sandwich 10 can be inserted around.
The formation of the above-mentioned sandwich 10C in center is more than any one in metal material, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned sandwich 10 is to be formed by more than one in bamboo cane or integrated 10A of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
Above-mentioned shell 20 or crust 20A form more than comprising any one in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite of aluminium.
The sandwich 10C in above-mentioned center is with the large metal material of elastic strength, and tube shape is advisable, and it is with the bar (bar) extending with the length direction composition of arbitrary shape end face.By the sandwich intensity that improves constructional materials in this center.
It is below the Action Specification of the present invention sandwich (core bar) constructional materials 1,1A, 1B (being designated hereinafter simply as " constructional materials ") as constituted above.
Constructional materials of the present invention is with having flexible sandwich 10 in the shell 20 that is made up of metal or synthetic plastics material or crust 20A or epithelium 20B (being referred to as below " shell ").
Sizable part of above-mentioned sandwich 10 its formations has all been used low price, bamboo wood material that tensile strength is stronger than steel.Therefore, the constructional materials before that is metal material than entirety can be saved high price metal material when mechanical strength aspect has superiority, reduces manufacturing cost, and weight reduction is convenient to pick and place.
And, can utilize its pliability to build expediently firm shaped form framework.
Figure 13 is that to select bamboo integrated 10A be the active state in the bending situation of sandwich 10 constructional materials 11A of the present invention, 1B.As shown in the figure, when in the situation of above-mentioned constructional materials 11A, 1B bending centered by straight line B-B', it is point centered by ' P' point, toward B direction from away from must be more, more needs to uphold; Toward B' direction from away from must be more, more need to shrink the direction of reference arrow (can).Bending degree when the camber ratio the rolled over bamboo cane of integrated 10A of bamboo separates is individually obviously much bigger.
In the time that the shell 20 with patchhole 21 is subject to bending (Banding) pressure, there will be inner space is extruded into minimum tendency.Now, its external surface is squeezed, and the shape of shell 20 can be out of shape.But because having inserted integrated 10A of bamboo in inside, will there is oppressive force to integrated 10A of bamboo in bending distortion, force integrated 10A of bamboo to stop bending distortion, therefore produce the effect that increases shell elasticity intensity.
As can be seen here, the bending degree of deformation of above-mentioned constructional materials 11A, 1B is larger, and the distortion of its shell 20 is just larger, forces sandwich 10 shell 20 is strengthened the compressive resistance of oppressive force, and this compressive resistance entirety increases the elastic strength of constructional materials.
Therefore, strong to the compressive resistance of oppressive force, to the recovery good springiness of distortion, can prevent well distortion and damage, maintain firm building.Compared with steel trussed construction before, goods, materials and equipments consumption is obviously low, and weight obviously alleviates, and is convenient to pick and place management.
In the present invention, its periphery seal formula of the corresponding space of patchhole 21, than part open type, has obvious lifting aspect intensity, and its girth is more long more favourable.
When in the situation that above-mentioned shell 20 is aluminium extruded sections 202 (Fig. 6), compared with the aluminium section building material before same specification, the girth of its enclosure space obviously strengthens, sandwich 10 the intensity of adding, and its intensity is more remarkable.
As shown in Figure 14, the aluminium extruded sections 200 of technical case before, take specification as example as 40mm × 40mm, and its face area is 726mm
2left and right.The case aluminium extruded sections 202 of the present invention of same specification, taking the constructional materials 1(Fig. 6 with shell 20 b) as example, the area of its end face is 380mm
2below, metal material is reduced to half nearly, obviously reduced raw material expense.In addition, the girth of enclosure space patchhole 21, than the girth increase of the enclosure space 210 of technology before, is added sandwich 10 intensity, has obviously strengthened the intensity of constructional materials 1 of the present invention.
Constructional materials before comparing, constructional materials 11A of the present invention, 1B be remarkable in economical benefits when mechanical strength, elastic strength and durability aspect have clear superiority.Not only can build linear pattern building, and can build very firm, expediently the framework of the shaped form buildings such as arc, arch.It can also be used for tent, erecting by overhang (hangar), the building in the various mechanical implements fields such as protector (guard-rail).
Under shell 20 is guide tracked 203 situation, as shown in figure Fig. 7 and Fig. 8, realize exterior material 61 by support 23, the facility of in-built material 63 is installed, and the air layer 24 forming can improve heat-proof quality, can utilize this air layer 24 to furnish power line 81 etc.
This assembled wall body, not only can dress up vertical-type, also can dress up shaped form.
Utilize the pliability of constructional materials 11A of the present invention, 1B, can build the framework of arbitrary curve type building, compare trussed construction, its formation is very simple, and without building template, improves efficiency of construction.Its bending intensity and recovery elasticity can be supported the ballast of phase counterweight.
Above-mentioned sandwich 10 can embedding screw or directly with screw locking, just can with length direction, connection be installed simply without tapping procedures of being formed by integrated 10A of bamboo etc.
Bamboo is natural material, and benefit is good.If but used separately the constructional materials for specification, protection against the tide, fire-resistant, insect protected, would still have circumscribed.The present invention is by integrated 10A of bamboo wood material processing well-thought-out plan etc., and recycling shell 20 grades form a specification, and possesses the constructional materials of waterproof, fire-resistant and insect protected performance.And the use of the metal material that can reducing in a large number from production to process, carbon emission amount is large, environmental protection is made contributions.
Carry out careful explanation more than for to illustrate of the present invention, and according to annex map.The word using in this manual and application range or word, must not only limit to conventionally or dictionary in the definition explained, should be interpreted as the definition and the concept that are applicable to the present invention.Structure in case explanation and the accompanying drawing of recording in this manual, can only explain a part of case of the present invention, and can not represent whole technical conceive of the present invention.The similar product of variation of the present invention and the differentiation product that in the reply present patent application phase, may occur are understood.
Applicable industry and possibility thereof: the metal building material before the present invention compares, not only outstanding aspect mechanical strength and quality characteristic, can reduce significantly manufacturing cost.Can get rid of the trouble of building truss or template, build easily the framework of the diversified shaped form buildings such as arc, arch.Its economy and application property are outstanding, can make contributions to environmental protection cause, are applicable to all trades and professions.
Claims (11)
1.
sandwich constructional materials, is characterized in that: to have flexible bar shaped sandwich and the shell of its more than one sandwich insertion or crust are formed by more than one;
more than described sandwich formation can comprise any one in bamboo cane or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
described shell or outer micromicro are feature by comprising any one of aluminium in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite.
2.
sandwich constructional materials according to claim 1, is characterized in that: described be sandwichly made up of integrated of bamboo;
and integrated of bamboo can be formed a monomer or be broken bamboo into pieces rear extruding by plural bamboo cane, compression forming and become feature.
3.
sandwich constructional materials according to claim 1, is characterized in that: described shell or crust possess can insert and support described sandwich patchhole, can or possess an aluminium extruded sections that T-shaped groove forms above by tubulose and be formed as feature..
4.
sandwich constructional materials according to claim 1, is characterized in that: the shape of described shell can be to insert the guide tracked shape with auxiliary tool on sandwich shell;
described auxiliary tool is by more than housing exterior one side, and in the more than one support extending to form with length direction and more than one T-shaped groove, any one forms above.
5.
sandwich constructional materials according to claim 4, it is characterized in that: described auxiliary tool can comprise the T-shaped groove of two each sides of parallel surface of shell, centered by described T-shaped groove, the first support and second support that slider can be inserted, form the 3rd support of air layer with described the second support isolation and with the second support;
described the first support and the 3rd support can be used for exterior material or the in-built material of fixed buildings body of wall.
6.
sandwich constructional materials according to claim 1, it is characterized in that: for expediently, by described sandwich insertion and be fixed to shell, the patchhole inner side of shell can comprise in the more than one tongue that extends taking length direction or convex line any one above as feature.
7.
sandwich constructional materials according to claim 1, is characterized in that: described shell or crust and described sandwich, can be fixed as feature by more than one fixed form.
8.
sandwich constructional materials according to claim 1, is characterized in that: described shell or crust, can be divided into feature to inner space with more than one dividing plate.
9.
sandwich constructional materials, is characterized in that: have above flexible bar shaped by one sandwich and crust or the epithelium of the above sandwich external surface of one are formed;
described sandwich be by any one above formation the in bamboo cane or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
described crust or epithelium are formed as feature more than comprising any one in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite of aluminium.
10.
sandwich constructional materials according to claim 9, is characterized in that: the generation type of described crust or epithelium can be that any one mode in amalgamation mode, the parcel mode of mode, tubulose diaphragm of the mode that forms of described sandwich melt through respective material sclerosis, coating is feature.
11.
sandwich constructional materials, is characterized in that: be positioned at center, the center of extending with length direction is sandwich;
described center sandwich around to have flexible plural number sandwich and by the shell of sandwich described center and plural sandwich insertion or crust;
the sandwich formation in described center is more than any one in metal material, synthetic plastic, glass fiber compound material, carbon fibre composite;
described sandwich be by any one above formation the in bamboo cane or integrated of bamboo, timber, synthetic plastic, glass fiber compound material, carbon fibre composite;
described shell or crust are formed as feature more than comprising any one of aluminium in interior metal material, synthetic plastic, glass fiber compound material, carbon fibre composite.
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110114864A KR20130049855A (en) | 2011-11-06 | 2011-11-06 | Elstic consructing frame |
| KR10-2011-0114864 | 2011-11-06 | ||
| KR1020120005300A KR20130084480A (en) | 2012-01-17 | 2012-01-17 | Flexible construction frame |
| KR10-2012-0005300 | 2012-01-17 | ||
| PCT/KR2012/009031 WO2013066032A1 (en) | 2011-11-06 | 2012-10-31 | Structure having a core bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104136696A true CN104136696A (en) | 2014-11-05 |
Family
ID=48192329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201280054169.4A Pending CN104136696A (en) | 2011-11-06 | 2012-10-31 | Structure having a core bar |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20140283473A1 (en) |
| EP (1) | EP2778311A1 (en) |
| JP (1) | JP2014532823A (en) |
| CN (1) | CN104136696A (en) |
| AU (1) | AU2012333282A1 (en) |
| WO (1) | WO2013066032A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083820A (en) * | 2017-06-08 | 2017-08-22 | 南京林业大学 | A kind of bamboo wood-steel clamp heart pipe |
| CN110462145A (en) * | 2017-02-13 | 2019-11-15 | 吉汉.乌斯季诺夫 | For building the building system of apartment module |
| WO2020020091A1 (en) * | 2018-07-24 | 2020-01-30 | 清华大学 | Self-formed spatial curved-surface structural system formed by interweaving elastic rods, and construction method therefor |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014209450A1 (en) * | 2013-06-28 | 2014-12-31 | Noble Enviromental Technologies Corporation | Portable building structures |
| CN104514322A (en) * | 2013-09-29 | 2015-04-15 | 上海豪企建材有限公司 | Building support structure member and processing method thereof |
| US10590650B2 (en) * | 2017-06-20 | 2020-03-17 | Robert Curd | Arch having an internal tension member |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05176656A (en) * | 1991-12-26 | 1993-07-20 | Sumitomo Rubber Ind Ltd | Rodlike reinforcing elastic body |
| GB9404949D0 (en) * | 1994-03-15 | 1994-04-27 | Topham William H | Method of making a stiffened structural member, and the product of said method |
| JPH10131393A (en) * | 1996-11-05 | 1998-05-19 | Ig Tech Res Inc | Building bamboo-made skeleton |
| JPH10152938A (en) * | 1996-11-22 | 1998-06-09 | Ig Tech Res Inc | Bamboo-made enclosure for construction |
| JPH10325210A (en) * | 1997-05-27 | 1998-12-08 | Mitsuboshi:Kk | Composite structural material and external facing material |
| JP2938066B1 (en) * | 1998-08-25 | 1999-08-23 | 良昌 永井 | Metal rod containing wood in core material and method of manufacturing the same |
| KR20020068636A (en) * | 2001-02-21 | 2002-08-28 | 허형만 | Beam Pipe With Reinforcement |
| CN1912301A (en) * | 2006-08-31 | 2007-02-14 | 赛海钢 | Section bar frame and module structure and house constructed by section bar frame and constructing method |
| KR20090124841A (en) * | 2008-05-30 | 2009-12-03 | 한정화 | Guard bar for safety window and method for making the same |
| CN201843258U (en) * | 2010-10-21 | 2011-05-25 | 浙江鑫源彩钢有限公司 | Stand column device of mobile house |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3252275B2 (en) * | 1997-01-24 | 2002-02-04 | 俊男 岩野 | Bamboo-based building material and method of manufacturing the same |
| JP3130275U (en) * | 2006-12-27 | 2007-03-22 | 進惠 陳 | Rod or plate structure |
-
2012
- 2012-10-31 US US14/355,011 patent/US20140283473A1/en not_active Abandoned
- 2012-10-31 CN CN201280054169.4A patent/CN104136696A/en active Pending
- 2012-10-31 AU AU2012333282A patent/AU2012333282A1/en not_active Abandoned
- 2012-10-31 WO PCT/KR2012/009031 patent/WO2013066032A1/en active Application Filing
- 2012-10-31 JP JP2014539868A patent/JP2014532823A/en active Pending
- 2012-10-31 EP EP12845129.1A patent/EP2778311A1/en not_active Withdrawn
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05176656A (en) * | 1991-12-26 | 1993-07-20 | Sumitomo Rubber Ind Ltd | Rodlike reinforcing elastic body |
| GB9404949D0 (en) * | 1994-03-15 | 1994-04-27 | Topham William H | Method of making a stiffened structural member, and the product of said method |
| GB2287491A (en) * | 1994-03-15 | 1995-09-20 | William Henry Topham | Hollow structural member with internal stiffening |
| JPH10131393A (en) * | 1996-11-05 | 1998-05-19 | Ig Tech Res Inc | Building bamboo-made skeleton |
| JPH10152938A (en) * | 1996-11-22 | 1998-06-09 | Ig Tech Res Inc | Bamboo-made enclosure for construction |
| JPH10325210A (en) * | 1997-05-27 | 1998-12-08 | Mitsuboshi:Kk | Composite structural material and external facing material |
| JP2938066B1 (en) * | 1998-08-25 | 1999-08-23 | 良昌 永井 | Metal rod containing wood in core material and method of manufacturing the same |
| KR20020068636A (en) * | 2001-02-21 | 2002-08-28 | 허형만 | Beam Pipe With Reinforcement |
| CN1912301A (en) * | 2006-08-31 | 2007-02-14 | 赛海钢 | Section bar frame and module structure and house constructed by section bar frame and constructing method |
| KR20090124841A (en) * | 2008-05-30 | 2009-12-03 | 한정화 | Guard bar for safety window and method for making the same |
| CN201843258U (en) * | 2010-10-21 | 2011-05-25 | 浙江鑫源彩钢有限公司 | Stand column device of mobile house |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110462145A (en) * | 2017-02-13 | 2019-11-15 | 吉汉.乌斯季诺夫 | For building the building system of apartment module |
| CN107083820A (en) * | 2017-06-08 | 2017-08-22 | 南京林业大学 | A kind of bamboo wood-steel clamp heart pipe |
| WO2020020091A1 (en) * | 2018-07-24 | 2020-01-30 | 清华大学 | Self-formed spatial curved-surface structural system formed by interweaving elastic rods, and construction method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| US20140283473A1 (en) | 2014-09-25 |
| JP2014532823A (en) | 2014-12-08 |
| AU2012333282A1 (en) | 2014-06-19 |
| AU2012333282A8 (en) | 2014-06-26 |
| WO2013066032A1 (en) | 2013-05-10 |
| EP2778311A1 (en) | 2014-09-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104136696A (en) | Structure having a core bar | |
| CN104963275A (en) | Steel composite PSC corrugated steel plate U girder | |
| CN105421652A (en) | Composite heat-preserving wallboard | |
| CN204510933U (en) | Assembling cultivation column home | |
| CN108412049A (en) | A kind of wood-concrete combination beam shear connector push out test test specimen | |
| CN205475854U (en) | Roof beam wall composite external wall component | |
| JP3638592B2 (en) | Building composition | |
| CN214884858U (en) | Large span beam with one beam string type prestressed wood structure | |
| CN208183951U (en) | A kind of structural slab containing bamboo cane | |
| CN202492946U (en) | Light steel ribbed bar internal mesh hollow cement partition wall | |
| CN201124600Y (en) | Metal reinforced plate | |
| CN203403604U (en) | Simply supported flanged beam with corrugated steel web steel reinforced concrete composite structure | |
| CN104929289A (en) | Light concrete combined precast laminated floor slab | |
| CN205387817U (en) | Shear wall template's system of assembling | |
| CN212405458U (en) | Overhanging type shed body | |
| CN2918577Y (en) | Heat-insulating board having framework | |
| CN103266693B (en) | Integral assembly type composite partition wall seamless mounting structure | |
| CN209195229U (en) | A kind of honeycomb closed guard gate door leaf and the composite material closed guard gate using this door leaf | |
| CN205476059U (en) | Concrete rib superimposed sheet component | |
| KR100504596B1 (en) | Grid stiffener | |
| CN201381584Y (en) | Combined reinforcement stirrup for concrete | |
| CN219158124U (en) | Roof structure | |
| CN205347955U (en) | Concrete steel case composite beam integrated configuration bridge of putting more energy into is encircleed to steel purlin | |
| CN214329402U (en) | Waterproof anti-crack wall | |
| CN204266441U (en) | A kind of combined type large span ribbed slab floor structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20170419 |
|
| AD01 | Patent right deemed abandoned |