CN101666118B - Multilayer sloped beam structure, construction method and application thereof - Google Patents
Multilayer sloped beam structure, construction method and application thereof Download PDFInfo
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- CN101666118B CN101666118B CN2009100600847A CN200910060084A CN101666118B CN 101666118 B CN101666118 B CN 101666118B CN 2009100600847 A CN2009100600847 A CN 2009100600847A CN 200910060084 A CN200910060084 A CN 200910060084A CN 101666118 B CN101666118 B CN 101666118B
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Abstract
The invention aims at providing a multilayer sloped beam structure with logic aesthetic feeling, simple structure, easy design and diversiform types, and a construction method and an application thereof. The multilayer sloped beam structure comprises a first layer of polygonal sloped beams and a plurality of layers of sloped beams, wherein the first layer of polygonal sloped beams are sequentially supported by a plurality of sloped beams in a chain way, are supported and fixed at the heads and the tails, and have edge extension leads in an overlook way; and the plurality of layers of sloped beams support layer by layer from the extension leads to inside or outside and are supported. The invention can be applied to constructions of buildings or attachments thereof, one structural toy or set toy, furniture, decoration, and forms of lamps and lanterns.
Description
Technical field
The present invention relates to a kind of line structure body, a kind of multi-layer oblique beam structure and building method thereof and application.It is applied to: a kind of building or its appurtenance structure, a kind of structure toy or build toy, a kind of furnature construction, a kind of goods of furniture for display rather than for use structure, a kind of light fitting shape.
Background technology
At present, do not comprise structure of the present invention or method in the reality, building or its appurtenance, construct toy or build toy, furniture, goods of furniture for display rather than for use, light fixture.There is not document to put down in writing this technology yet.
Summary of the invention
The purpose of this invention is to provide a kind of multi-layer oblique beam structure and building method thereof and application.
Technical scheme of the present invention is as follows:
1. the building method of a multi-layer oblique beam structure comprises as follows:
Build the 1st layer of cant beam: by n root beam, on the scope of operation, chain type supports one by one, end to end and supporting mutually, the fixed bearing position forms each root beam, from bottom to top successively, one end bearing in the scope of operation, an adjacent cant beam of supporting position supporting be supported position, one be supported the position by the supporting position of another adjacent cant beam support, the other end is unsettled, described n root cant beam, forming the 1st a layer of cant beam of overlooking to n limit shape that the limit extended line is arranged jointly is the 1st layer of oblique beam structure.
Build the 2nd to the 2nd layer of cant beam reciprocal: the described the 2nd the building of each layer cant beam to the 2nd layer of cant beam of inverse is, outside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, or, the inside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described each bar limit of the described n limit shape of building structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the position and is supported in the supporting position of the former unsettled cant beam of another adjacent edge on described each bar limit of the described n limit shape of building structure, the other end is unsettled, the described n root cant beam of just building is common to be formed to overlook and just builds a layer cant beam for n limit shape that the limit extended line is arranged, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together to overlook and just build a layer oblique beam structure for n limit shape that the limit extended line is arranged, as above-mentioned, build the 2nd successively to the 2nd layer of cant beam reciprocal.
Build the final layer cant beam: in the outside of the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, or in the inside of the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, form the final layer cant beam.
Described final layer cant beam and the 2nd layer of oblique beam structure reciprocal form the final layer oblique beam structure together, and multi-layer oblique beam structure.
Each bar limit of the described n limit shape of described oblique beam structure is to be overlooked to arranged side by side by oblique beam structure number of plies root cant beam to form.
Multi-layer oblique beam structure comprises:
By n root beam, on the scope of operation, chain type supports one by one, end to end and supporting mutually, the fixed bearing position tilts each root beam, from bottom to top successively, one end bearing in the scope of operation, an adjacent cant beam of supporting position supporting be supported position, one be supported the position by the supporting position of another adjacent cant beam support, the other end is unsettled, by described n root cant beam, institute is the 1st a layer of cant beam of overlooking to the n limit shape that the limit extended line is arranged of formation jointly.
Outside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, or, the inside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described each bar limit of the described n limit shape of building structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the position and is supported in the supporting position of the former unsettled cant beam of another adjacent edge on described each bar limit of the described n limit shape of building structure, the other end is unsettled, the described n root cant beam of just building is common to be formed to overlook and just builds a layer cant beam for n limit shape that the limit extended line is arranged, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together to overlook and just build a layer oblique beam structure for n limit shape that the limit extended line is arranged, as above-mentioned, built successively the 2nd to the 2nd layer of cant beam reciprocal.
Outside the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, or, the inside the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, formed final layer cant beam.
In the building method of said structure, building of each layer cant beam can be chosen in the described polygonal outside or the inside of building structure.But three kinds of special case particular importances are arranged; A. building of each layer cant beam all is chosen in the described polygonal the inside of building structure.B. building of each layer cant beam all is chosen in the described polygonal outside of building structure.C. building since the 2nd layer of cant beam, successively alternately in described polygonal the inside, build cant beam with described polygonal outside, if promptly preceding 1 layer of cant beam built in described polygon the inside, so ensuing cant beam just should have been built in described polygon outside, or if preceding 1 layer of cant beam built in described polygon outside, so ensuing cant beam just should have been built in described polygon the inside.
A kind of toy is provided, comprises, the building method of multi-layer oblique beam structure or multi-layer oblique beam structure.
A kind of building or its appendicular structure are provided, comprise the building method of multi-layer oblique beam structure or multi-layer oblique beam structure.
A kind of furniture is provided, comprises, the building method of multi-layer oblique beam structure or multi-layer oblique beam structure.
A kind of light fixture is provided, comprises, the building method of multi-layer oblique beam structure or multi-layer oblique beam structure.
A kind of goods of furniture for display rather than for use is provided, comprises, the building method of multi-layer oblique beam structure or multi-layer oblique beam structure.
Description of drawings
Fig. 1 is the leg-of-mutton 1 layer of oblique beam structure schematic diagram that waits extended line for equilateral of overlooking of embodiment of the present invention.
Fig. 2 for embodiment of the present invention outside the described triangle of 1 layer of oblique beam structure, build one deck cant beam after 2 layers of oblique beam structure schematic diagram forming.
5 layers of oblique beam structure schematic diagram that Fig. 3 builds for wherein a kind of implementation method special case of usefulness of embodiment of the present invention.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
6 layers of oblique beam structure schematic diagram that Fig. 4 builds for wherein a kind of implementation method special case of usefulness of embodiment of the present invention.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
Fig. 5 is for after the described leg-of-mutton limit of having adjusted the 1st layer of structure of the present invention prolongs the line length and the length of side, 4 layers of oblique beam structure schematic diagram building of building with a kind of implementation method special case wherein.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
Fig. 6 is a s shape for the cant beam profile of having adjusted of the present invention, three layers of oblique beam structure schematic diagram being built of building with a kind of implementation method special case wherein.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
Fig. 7 is to overlook to wait prolonging the rhombus of the length of sides such as limit for the 1st layer of cant beam of the present invention, 4 layers of oblique beam structure schematic diagram being built of building with a kind of implementation method special case wherein.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
Fig. 8 is to overlook to wait prolonging the recessed 4 limit shapes on limit for the 1st layer of cant beam of the present invention, 4 layers of oblique beam structure schematic diagram being built of building with a kind of implementation method special case wherein.The feature of this kind method special case is, building of each layer all is in the outside of the described n limit shape of building structure.
Fig. 9 is leg-of-mutton the 1st layer of oblique beam structure schematic diagram that waits extended line for equilateral of overlooking of embodiment of the present invention.
Figure 10 is 2 layers of oblique beam structure schematic diagram that form of embodiment of the present invention after building one deck cant beam inside the described triangle of the 1st layer of oblique beam structure.
3 layers of oblique beam structure schematic diagram that Figure 11 forms after building one deck cant beam for the described triangle outside at 2 layers of oblique beam structure of Figure 10 of embodiment of the present invention.
4 layers of oblique beam structure schematic diagram that Figure 12 forms after building one deck cant beam for the described triangle the inside at 3 layers of oblique beam structure of Figure 11 of embodiment of the present invention.
5 layers of oblique beam structure schematic diagram that Figure 13 forms after building one deck cant beam for the described triangle outside at 4 layers of oblique beam structure of Figure 12 of embodiment of the present invention.
3 layers of oblique beam structure that Figure 14 builds for wherein a kind of method special case of usefulness of embodiment of the present invention, the feature of this kind method special case are, building of each layer all is in the inside of the described n limit shape of building structure.
4 layers of oblique beam structure of the rhombus that Figure 15 builds for wherein a kind of method special case of usefulness of embodiment of the present invention, the feature of this kind method special case is, since building of the 2nd layer of cant beam, successively alternately in described polygonal the inside, build cant beam with described polygonal outside, if promptly preceding 1 layer of cant beam built in described polygon the inside, so ensuing cant beam just should be built in described polygon outside, or, if preceding 1 layer of cant beam built in described polygon outside, so ensuing cant beam just should be built in described polygon the inside.
The specific embodiment
1. Fig. 1 to Fig. 4 has illustrated a kind of special case of building method of 6 layers of oblique beam structure: build the 1st layer of cant beam: by 3 beam (equal lengths, the axis is a straight line, draw ratio is about 40/1 tubing), on the scope of operation, chain type supports one by one, end to end and mutually the supporting, with adhering method fixed bearing position, make each root beam, tilt, and from bottom to top successively, one end bearing is in the scope of operation, the position that is supported that adjacent cant beam has been supported at the supporting position, one is supported the position and is supported by the supporting position of another adjacent cant beam, the other end is unsettled, and every cant beam is all by its supporting be supported the position and be divided into three equal parts, described 3 cant beams, forming the 1st a layer of cant beam overlooking the equilateral triangle that equates into the limit extended line jointly is the 1st layer of oblique beam structure.As Fig. 1.
Build the 2nd to the 5th layer of cant beam: the building of each layer cant beam of the described the 2nd to the 5th layer of cant beam is, in the described leg-of-mutton outside of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on described leg-of-mutton each bar limit of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described leg-of-mutton described each bar limit of building structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the position and is supported in the supporting position of the former unsettled cant beam of another adjacent edge on described leg-of-mutton described each bar limit of building structure, the other end is unsettled, common formation overlooks to the leg-of-mutton layer cant beam of just building of limit extended line arranged described 3 cant beams just building, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together and overlook to the leg-of-mutton layer oblique beam structure of just building of limit extended line arranged, as above-mentioned, build the 2nd to the 5th layer of cant beam successively.
Build the 6th layer of cant beam: in the described leg-of-mutton outside of the 5th layer of oblique beam structure,, build 3 cant beams, form the 6th layer of cant beam according to said method.
Described the 6th layer of cant beam and the 5th layer of oblique beam structure form the final layer oblique beam structure together, and 6 layers multi-layer oblique beam structure.The embodiment of the invention as Fig. 4.
2. Fig. 9 to Figure 13 has illustrated a kind of 1 special case in addition of building method of 5 layers of oblique beam structure: build the 1st layer of cant beam: by 3 beam (equal lengths, the axis is a straight line, draw ratio is about 40/1 tubing), on the scope of operation, chain type supports one by one, end to end and mutually the supporting, with adhering method fixed bearing position, make each root beam, tilt, and from bottom to top successively, one end bearing is in the scope of operation, the position that is supported that adjacent cant beam has been supported at the supporting position, one is supported the position and is supported by the supporting position of another adjacent cant beam, the other end is unsettled, and every cant beam is all by its supporting be supported the position and be divided into three equal parts, described 3 cant beams, forming the 1st a layer of cant beam overlooking the equilateral triangle that equates into the limit extended line jointly is the 1st layer of oblique beam structure.As Fig. 9.
Build the 2nd to the 4th layer of cant beam: the building of each layer cant beam of the described the 2nd to the 4th layer of cant beam is, successively alternately, in the described leg-of-mutton outside of building layer oblique beam structure, with in the described leg-of-mutton the inside of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on described leg-of-mutton each bar limit of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described leg-of-mutton described each bar limit of building structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the position and is supported in the supporting position of the former unsettled cant beam of another adjacent edge on described leg-of-mutton described each bar limit of building structure, the other end is unsettled, common formation overlooks to the leg-of-mutton layer cant beam of just building of limit extended line arranged described 3 cant beams just building, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together and overlook to the leg-of-mutton layer oblique beam structure of just building of limit extended line arranged, as above-mentioned, build the 2nd to the 4th layer of cant beam successively.As Figure 10 is to build the 2nd layer of 2 layers of oblique beam structure that cant beam constituted inside triangle as described in the 1st layer of oblique beam structure, Figure 11 builds the 3rd layer of 3 layers of oblique beam structure that cant beam constituted in the described triangle outside of the structure of Figure 10, Figure 12 builds the 4th layer of 4 layers of oblique beam structure that cant beam constituted in the described triangle the inside of the structure of Figure 11, and Figure 13 builds the 5th layer of 5 layers of oblique beam structure that cant beam constituted in the described triangle outside of the structure of Figure 12.
3. Fig. 1 and Figure 14 have illustrated another special case of a kind of building method of 3 layers of oblique beam structure: build the 1st layer of cant beam: by 3 beam (equal lengths, the axis is a straight line, draw ratio is about 40/1 tubing), on the scope of operation, chain type supports one by one, end to end and mutually the supporting, with adhering method fixed bearing position, make each root beam, tilt, and from bottom to top successively, one end bearing is in the scope of operation, the position that is supported that adjacent cant beam has been supported at the supporting position, one is supported the position and is supported by the supporting position of another adjacent cant beam, the other end is unsettled, and every cant beam is all by its supporting be supported the position and be divided into three equal parts, described 3 cant beams, forming the 1st a layer of cant beam overlooking the equilateral triangle that equates into the limit extended line jointly is the 1st layer of oblique beam structure.As Fig. 1.
Build the 2nd layer of cant beam: described the 2nd layer of building of cant beam is, in the described leg-of-mutton the inside of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on described leg-of-mutton each bar limit of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described leg-of-mutton described each bar limit of building structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the position and is supported in the supporting position of the former unsettled cant beam of another adjacent edge on described leg-of-mutton described each bar limit of building structure, the other end is unsettled, described 3 cant beams just building are common to be formed and overlooks to the leg-of-mutton layer cant beam of just building of limit extended line arranged, and is describedly just building layer cant beam and the described layer oblique beam structure of having built forms together and overlook to leg-of-mutton 2 layers of oblique beam structure of limit extended line are arranged.
Build the 3rd layer of cant beam: in the described leg-of-mutton the inside of the 2nd layer of oblique beam structure,, build 3 cant beams, form the 3rd layer of cant beam according to said method.
Described the 3rd layer of cant beam and the 2nd layer of oblique beam structure form 3 layers of oblique beam structure together, and 3 layers multi-layer oblique beam structure.The embodiment of the invention as Figure 14.
The above-mentioned described relation that is meant adjacent layer cant beam when overlooking side by side, it is staggered that the adjacent layer cant beam is X-shaped during side-looking.
Described supporting and be supported fixing means between the position and can comprise and the present invention relates to the known any fixing means of those skilled in the art, for example: welding, bonding, bolt connects, binding connects, fastener connection etc., can also and be supported the position in supporting and set up upper branching holder down, fixing means between supporting base and the cant beam can comprise and the present invention relates to the known any fixing means of those skilled in the art, for example: welding, bonding, bolt connection etc., method of attachment between the supporting base can comprise and the present invention relates to the known any fixing means of those skilled in the art up and down, for example: welding, bonding, bolt connection etc.
It is known that described beam can the present invention relates to those skilled in the art, for example: bar, tubing, tubular preforms, tubular structural member etc., the especially above-mentioned material of circle or pipe shape.
The material of described beam can be to the present invention relates to the known any material of those skilled in the art, for example: bamboo wood,
Timber, plastics, plastic cement, glass, organic glass, steel, glass fiber, carbon fiber or its composite material.
It is emphasized that in the above-mentioned build process that the intermediate layer oblique beam structure of Xing Chenging is the intermediate product of build process successively, is again the embodiment of the invention.
4. copy 1 described method, adjust the described leg-of-mutton limit extended line of the 1st layer of cant beam and the length on limit (its ratio is 2/10/11), and to adjust cant beam be section gradual change beam (maximum diameter and path ratio be 3/2), builds embodiments of the invention thus, as Fig. 5.
5. copy 1,2 or 3 described methods, the profile of adjusting cant beam is arc, builds embodiments of the invention.
6. copy 1 described method, the profile of adjusting cant beam is a s shape, builds embodiments of the invention, as Fig. 6.
7. copy 1 described method, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the equilateral rhombus on limit, builds embodiments of the invention, as Fig. 7.
8. copy 1 described method, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the recessed quadrangle on limit, and adjust the length (ratio of length is 25/19) of corresponding cant beam, and to adjust cant beam be section gradual change beam (maximum diameter and path ratio be 7/5), build embodiments of the invention, as Fig. 8.
9. copy 1,2 or 3 described methods, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the square on limit, builds embodiments of the invention.
10. copy 1,2 or 3 described methods, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the positive 5 limit shapes on limit, builds embodiments of the invention.
11. copy 1,2 or 3 described methods, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the positive 6 limit shapes on limit, builds embodiments of the invention.
12. copy 1,2 or 3 described methods, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the positive 8 limit shapes on limit, builds embodiments of the invention.
13. copy 2 described methods, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the equilateral rhombus on limit, builds embodiments of the invention.As Figure 15.
14. copy 1,2 or 3 described methods, adjusting the 1st layer of cant beam is to overlook to 3999 limit shapes of limit extended line are arranged, and builds embodiments of the invention.This embodiment is applicable to fence.
15. copy 1,2 described methods, the draw ratio of adjusting cant beam is 500/1, described prolongation edge lengths increases to 2 times of the length of side, builds embodiments of the invention, 98 layers of oblique beam structure.
16. above-mentioned 4,5,6,7,8,9,10,11,12,13,14 or 15 described embodiment, the intermediate layer oblique beam structure that in build process, produces, belong to the embodiment of the invention, and the common oblique beam structure that constitutes of the cant beam that can also build of described embodiment and described embodiment also belongs to the embodiment of the invention.
17. above-mentioned 7,8,9,10,11,12,13,14 or 15 described embodiment, adjusting the limit number, adjust the cant beam profile, adjust described prolongation limit and length of side length, adjust the cant beam draw ratio, adjusting the angle at polygonal part or all of angle etc., all produce new enforcement and become example.
18. the present invention is applied to the method that the embodiment of furniture is a foundation above-mentioned 1, the structure by above-mentioned 6, and the use diameter is 1 centimetre a steel pipe, adopts welding to fix.Can produce a kind of carriage or hat rack.Of the present invention above-mentioned 2 or 3 method and other embodiments of the invention can be applicable to this type of furniture equally.
19. the present invention is applied to the method that the embodiment of toy is a foundation above-mentioned 1, using diameter is the perspex bar of 24 centimetres of 0.5 centimeter length, uses the toy fastener to fix, and produces 6 layers of oblique beam structure, owing to used fastener to fix, the structure of producing detachably and once more built.So, building method is provided, the perspex bar and the fastener that provide 6 layers of oblique beam structure producing and more shape different in size to differ constitute a kind of educational toy, make the player can independently build the structure of various forms.Of the present invention above-mentioned 2 or 3 method and other embodiments of the invention can be applicable to this type toy equally.
20. the embodiment that the present invention is applied to build is the method according to above-mentioned 1, uses the tubular type prefabricated component of steel, uses supporting base, adopts welding, builds the architectural construction as Fig. 4, can be applicable to architectural construction or its appurtenance structure by its size.Other embodiments of the invention can be applicable to building or its appurtenance equally.
21. the present invention is applied to the method that the embodiment of goods of furniture for display rather than for use is a foundation above-mentioned 2, cant beam is selected glass bar for use, and employing is adhesively fixed, and builds the goods of furniture for display rather than for use as Figure 13.
22. the present invention is applied to the method that the embodiment of light fixture is a foundation above-mentioned 2, cant beam is selected glass bar for use, and employing is adhesively fixed, and builds the light fitting shape as Figure 13.
More than be part embodiment of the present invention, it is not to be used for limiting practical range of the present invention.Toy or furniture or building or goods of furniture for display rather than for use or field of light fittings technician will expect many modifications and change easily, and therefore, claims are used for comprising these modifications and the change that falls in true nature of the present invention and the scope.
Claims (10)
1. the building method of a multi-layer oblique beam structure comprises as follows:
Build the 1st layer of cant beam: by n root beam, on the scope of operation, chain type supports one by one, end to end and mutually the supporting, the fixed bearing position, form each root beam and tilt to be cant beam, from bottom to top successively, one end bearing in the scope of operation, an adjacent cant beam of supporting position supporting be supported position, one be supported the position by the supporting position of another adjacent cant beam support, the other end is unsettled, described n root cant beam forms one jointly and overlooks and be i.e. the 1st layer of oblique beam structure of the 1st layer of cant beam of n limit shape that the limit extended line is arranged;
Build the 2nd to the 2nd layer of cant beam reciprocal: the described the 2nd the building of each layer cant beam to the 2nd layer of cant beam of inverse is, outside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, or, the inside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described each bar limit of described described n limit shape of having built layer oblique beam structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the supporting position of former unsettled cant beam of another adjacent edge that the position is supported in described each bar limit of described described n limit shape of having built layer oblique beam structure, the other end is unsettled, the described n root cant beam of just building is common to be formed to overlook and just builds a layer cant beam for n limit shape that the limit extended line is arranged, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together to overlook and just build a layer oblique beam structure for n limit shape that the limit extended line is arranged, as above-mentioned, build the 2nd successively to the 2nd layer of cant beam reciprocal;
Build the final layer cant beam: in the outside of the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, or, the inside the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, form the final layer cant beam;
Described final layer cant beam and the 2nd layer of oblique beam structure reciprocal form the final layer oblique beam structure together, and multi-layer oblique beam structure; Above-mentioned is the relation of adjacent layer cant beam when overlooking side by side, and to be X-shaped staggered for the adjacent layer cant beam during side-looking.
2. the building method of multi-layer oblique beam structure according to claim 1, each the bar limit that it is characterized in that the described n limit shape of described oblique beam structure is to be overlooked to arranged side by side by oblique beam structure number of plies root cant beam to form.
3. multi-layer oblique beam structure comprises:
By n root beam, on the scope of operation, chain type supports one by one, end to end and supporting mutually, the fixed bearing position makes each root beam tilt to be cant beam, from bottom to top successively, one end bearing in the scope of operation, an adjacent cant beam of supporting position supporting be supported position, one be supported the position by the supporting position of another adjacent cant beam support, the other end is unsettled, by described n root cant beam, institute is the 1st a layer of cant beam of overlooking to the n limit shape that the limit extended line is arranged of formation jointly;
Outside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, or, the inside the described n limit shape of building layer oblique beam structure, build a cant beam and fixing in the position arranged side by side on each bar limit of the described n limit shape of building layer oblique beam structure, each root cant beam that formation is just being built from bottom to top successively, the interim pad of one end bearing on the scope of operation or the scope of operation, adjacent edge former that described each bar limit of described described n limit shape of having built layer oblique beam structure has been supported at supporting position be supported on the scope of operation cant beam be supported the position, one is supported the supporting position of former unsettled cant beam of another adjacent edge that the position is supported in described each bar limit of described described n limit shape of having built layer oblique beam structure, the other end is unsettled, the described n root cant beam of just building is common to be formed to overlook and just builds a layer cant beam for n limit shape that the limit extended line is arranged, describedly just building layer cant beam and the described layer oblique beam structure of having built forms together to overlook and just build a layer oblique beam structure for n limit shape that the limit extended line is arranged, as above-mentioned, built successively the 2nd to the 2nd layer of cant beam reciprocal;
Outside the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, or, the inside the described n limit shape of the 2nd layer of oblique beam structure reciprocal, according to said method, build at least 1 and be not more than the cant beam of the radical of n, formed final layer cant beam; Above-mentioned is the relation of adjacent layer cant beam when overlooking side by side, and to be X-shaped staggered for the adjacent layer cant beam during side-looking.
4. multi-layer oblique beam structure according to claim 3 is characterized in that, the limit of described n limit shape is counted n and is selected from greater than 2 and less than 3999 arbitrary integer.
5. multi-layer oblique beam structure according to claim 3 is characterized in that, the number of plies of described multilayer is selected from greater than 1 and less than 99 arbitrary integer.
6. a toy comprises, multi-layer oblique beam structure that the building method of the described multi-layer oblique beam structure of claim 1 is built or claim 3,4 or 5 described multi-layer oblique beam structures.
7. a building or its appendicular structure comprise multi-layer oblique beam structure that the building method of the described multi-layer oblique beam structure of claim 1 is built or claim 3,4 or 5 described multi-layer oblique beam structures.
8. a furniture comprises, multi-layer oblique beam structure that the building method of the described multi-layer oblique beam structure of claim 1 is built or claim 3,4 or 5 described multi-layer oblique beam structures.
9. a light fixture comprises, multi-layer oblique beam structure that the building method of the described multi-layer oblique beam structure of claim 1 is built or claim 3,4 or 5 described multi-layer oblique beam structures.
10. a goods of furniture for display rather than for use comprises, multi-layer oblique beam structure that the building method of the described multi-layer oblique beam structure of claim 1 is built or claim 3,4 or 5 described multi-layer oblique beam structures.
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| CN2009100600847A CN101666118B (en) | 2009-07-22 | 2009-07-22 | Multilayer sloped beam structure, construction method and application thereof |
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| CN2009100600847A CN101666118B (en) | 2009-07-22 | 2009-07-22 | Multilayer sloped beam structure, construction method and application thereof |
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| CN101666118A CN101666118A (en) | 2010-03-10 |
| CN101666118B true CN101666118B (en) | 2011-05-25 |
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| CN101200917A (en) * | 2007-12-29 | 2008-06-18 | 浙江八达建设集团有限公司 | Structure of truss-string cantilever as well as uses and construction method thereof |
| CN201186165Y (en) * | 2008-04-18 | 2009-01-28 | 刘必华 | Wood toy house |
| CN101614040A (en) * | 2009-07-14 | 2009-12-30 | 张静娜 | Multi-layer oblique beam structure and building method thereof |
| CN101617893A (en) * | 2009-07-14 | 2010-01-06 | 张静娜 | Multi-layer oblique beam structure, constructing method and application thereof |
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2009
- 2009-07-22 CN CN2009100600847A patent/CN101666118B/en not_active Expired - Fee Related
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| CN2220887Y (en) * | 1994-06-21 | 1996-02-28 | 张明元 | Multipurpose magic joints intelligent toy |
| CN2233770Y (en) * | 1995-07-03 | 1996-08-28 | 李大彤 | Intelligent assembled toy |
| CN101200917A (en) * | 2007-12-29 | 2008-06-18 | 浙江八达建设集团有限公司 | Structure of truss-string cantilever as well as uses and construction method thereof |
| CN201186165Y (en) * | 2008-04-18 | 2009-01-28 | 刘必华 | Wood toy house |
| CN101614040A (en) * | 2009-07-14 | 2009-12-30 | 张静娜 | Multi-layer oblique beam structure and building method thereof |
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| JP特开平10-292485A 1998.11.04 |
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| CN101666118A (en) | 2010-03-10 |
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