CN101614040A - Multi-layer oblique beam structure and building method thereof - Google Patents
Multi-layer oblique beam structure and building method thereof Download PDFInfo
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- CN101614040A CN101614040A CN200910059975A CN200910059975A CN101614040A CN 101614040 A CN101614040 A CN 101614040A CN 200910059975 A CN200910059975 A CN 200910059975A CN 200910059975 A CN200910059975 A CN 200910059975A CN 101614040 A CN101614040 A CN 101614040A
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Abstract
The purpose of this invention is to provide a kind of simple in structure, design with logic aesthetic feeling easily, the multi-layer oblique beam structure and the building method thereof of various, the construction of kenel and easy maintenance.Multi-layer oblique beam structure comprises: by many cant beams, chain type supports one by one and supports mutually from beginning to end and be fixing, overlook to the polygonal first floor cant beam of limit extended line is arranged for formed one, and the outside multi-layer oblique beam structure of the common formation of the multi-layer oblique beam that successively supports and be supported of development institute thus.The present invention relates to a kind of building or its appendicular structure and building method thereof.Described structure comprises: the agent structure in house, wall body structure, roof structure, roof appurtenance structure or Fence structure, and bridge construction, mat shelter structure.
Description
Technical field
The present invention relates to a kind of building or its appendicular structure and building method thereof.Be applied to: the structure of the agent structure in house, ventilative wall body structure, roof structure, roof appurtenance structure or fence, and bridge construction, mat shelter structure.
Background technology
At present, do not set up the building of vertical pillars or building appurtenance seldom, do not have agent structure, wall body structure, roof structure, roof appurtenance structure, the Fence structure in house in the reality, bridge construction is used multi-layer oblique beam structure in mat shelter or the platform structure.There is not document to put down in writing this technology yet.But the building of cant beam, batter post or building appurtenance have its distinctive applied value and aesthetic feeling.Relatively success is to build as the Bird's Nest of 2008 Beijing Olympic Games main meeting-place, but its structure is numerous and diverse, brings difficulty for design, construction and maintenance.
Summary of the invention
The purpose of this invention is to provide a kind of multi-layer oblique beam structure and building method thereof.
Technical scheme of the present invention is as follows:
Build the method for multi-layer oblique beam structure, comprising:
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 forms the 1st a layer of cant beam of overlooking to the n limit shape that the limit extended line is arranged jointly;
Build the 2nd to the 2nd layer of cant beam reciprocal: the described the 2nd is outside the described n limit of anterior layer cant beam shape to building of each layer cant beam of the 2nd layer of cant beam of inverse, build a cant beam and fixing in the position arranged side by side of each root cant beam of anterior layer cant beam, each root cant beam that formation is just being built from bottom to top successively, one end bearing is in the scope of operation, be supported the position on the described n limit shape adjacent edge extended line of anterior layer has been supported at supporting position the former cant beam that is supported on the scope of operation, a supporting position that is supported on described n limit another adjacent edge extended line of shape of former unsettled cant beam that the position is supported in anterior layer, 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, as above-mentioned, build the 2nd successively to the 2nd layer of beam reciprocal;
Build the final layer cant beam: in the outside of the described n limit shape of the 2nd layer of cant beam reciprocal,, build at least 1 and be not more than the cant beam of the radical of n, form the final layer cant beam according to said method.
A kind of multi-layer oblique beam structure is provided, 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;
Each root cant beam of described the 1st layer of cant beam has all supported an adjacent cant beam, is supported by another adjacent cant beam again simultaneously.
Outside the described n limit of anterior layer cant beam shape, build a cant beam and fixing in the position arranged side by side of each root cant beam of anterior layer cant beam, make each root cant beam of just building from bottom to top successively, one end bearing is in the scope of operation, be supported the position on the described n limit shape adjacent edge extended line of anterior layer has been supported at supporting position the former cant beam that is supported on the scope of operation, a supporting position that is supported on described n limit another adjacent edge extended line of shape of former unsettled cant beam that the position is supported in anterior layer, the other end is unsettled, the described n root cant beam of just building, common form to overlook just build a layer cant beam 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;
Described each layer cant beam all supported by the adjacent layer cant beam, supports the adjacent layer cant beam simultaneously again.
At the outside of the described n limit shape of the 2nd layer of cant beam reciprocal, formed final layer cant beam.According to aforesaid way, build at least 1 and be not more than the cant beam of the radical of n, formed final layer cant beam.
Description of drawings
Fig. 1 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.
Fig. 2 builds 2 layers of oblique beam structure schematic diagram behind one deck cant beam for embodiment of the present invention outside the triangle of first floor oblique beam structure.
Fig. 3 is 5 layers of oblique beam structure schematic diagram of embodiment of the present invention.
Fig. 4 is 6 layers of oblique beam structure schematic diagram of embodiment of the present invention.
Fig. 5 is after the described leg-of-mutton limit of having adjusted the first floor structure of the present invention prolongs the line length and the length of side, 4 layers of oblique beam structure schematic diagram building.
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.
Fig. 7 is to overlook to waiting to prolong the rhombus of the length of sides such as limit, 4 layers of oblique beam structure schematic diagram being built for first floor cant beam of the present invention.
Fig. 8 is to overlook the recessed 4 limit shapes that prolong the limit into waiting, 4 layers of oblique beam structure schematic diagram being built for first floor cant beam of the present invention.
The specific embodiment
1. Fig. 1 to Fig. 4 has illustrated a kind 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 welding 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 form the 1st a layer of cant beam overlooking the equilateral triangle that equates into the limit extended line jointly.As Fig. 1.
Build the 2nd to the 5th layer of cant beam: building of each layer cant beam of the described the 2nd to the 5th layer of cant beam is described leg-of-mutton outside at the anterior layer cant beam, build a cant beam and fixing with welding in the position arranged side by side of each root cant beam of anterior layer cant beam, each root cant beam that formation is just being built from bottom to top successively, one end bearing is in the scope of operation, be supported the position on the described triangle adjacent edge extended line of anterior layer has been supported at supporting position the former cant beam that is supported on the scope of operation, a supporting position that is supported on described another adjacent edge extended line of three arm of angle shapes of former unsettled cant beam that the position is supported in anterior layer, the other end is unsettled, and make an end that is supported on the scope of operation of each root cant beam be supported the length of position in it to free end to the equal in length that supports the position, 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, as above-mentioned, build the 2nd to the 5th layer of cant beam successively.As Fig. 2, Fig. 3.
Build the 6th layer of cant beam: in the described leg-of-mutton outside of the 5th layer of cant beam, build a cant beam and fixing with welding in the position arranged side by side of each root cant beam of the 5th layer of cant beam, make each root cant beam of just building as batter post, one terminal bolt is fixed in the basis, the position that is supported on the described triangle adjacent edge extended line of the cant beam that the 5th layer former be supported on the scope of operation has been supported at supporting position, a supporting position that is supported on another adjacent edge extended line of described triangle of former unsettled cant beam that the position is supported in the 5th layer, the other end is high up in the air, the 6th layer of cant beam of the common formation of described 3 cant beams building;
Described 6 layers of cant beam are supported by the 5th layer of cant beam, and by having supported the 5th layer of cant beam, have supported the building structure that comprises the 6th layer of cant beam, form 6 layers of oblique beam structure.The embodiment of the invention as Fig. 4.
The 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, along with the increase X-shaped height of the number of plies increases.
Described supporting and the fixing means that is supported between the position can comprise any fixing means well known by persons 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 any fixing means well known by persons skilled in the art, for example: welding, bonding, bolt connection etc., method of attachment between the supporting base can comprise any fixing means well known by persons skilled in the art up and down, for example: welding, bonding, bolt connection etc., the method that batter post is fixed in the basis can comprise any fixing means well known by persons skilled in the art equally, for example: pre-embedded bolt connection etc.
Described beam can be well known by persons 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 the known any materials of those skilled in the art, for example: bamboo wood, timber, steel, glass fiber, carbon fiber or its composite material or other material, preferred steel.
It is emphasized that in the above-mentioned build process that 2,3,4,5 layers of oblique beam structure of Xing Chenging are the intermediate product of build process successively, are again the embodiment of the invention.
2. 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.
3. copy 1 described method, the profile of adjusting cant beam is arc, builds embodiments of the invention.
4. copy 1 described method, the profile of adjusting cant beam is a s shape, builds embodiments of the invention, as Fig. 6.
5. 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.
6. 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.
7. copy 1 described method, adjusting the 1st layer of cant beam is to overlook to there being equal length to prolong the square on limit, builds the embodiment that can be applicable to pedestrian overcrossing of the present invention.
8. copy 1 described method, 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.
9. copy 1 described method, 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.
10. copy 1 described method, 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.
11. copy 1 described method, the draw ratio of adjusting cant beam is 200/1, described prolongation edge lengths increases to 2 times of the length of side, builds embodiments of the invention, 40 layers of oblique beam structure.
12. copy 1 described method, adjusting the 1st layer of cant beam is to overlook to 3998 limit shapes of limit extended line are arranged, and builds the embodiment that can be applicable to fence of the present invention, described 3998 limit shapes are concave polygon, and its limit partly or entirely can be in a zigzag arranges.
13. above-mentioned 2,3,4,5,6,7,8,9,10,11,12 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.
14. above-mentioned 5,6,7,8,9,10,11,12 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., produce new enforcement and become example.
More than be part embodiment of the present invention, it is not to be used for limiting practical range of the present invention.Those skilled in the art 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 (12)
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 forms the 1st a layer of cant beam of overlooking to the n limit shape that the limit extended line is arranged jointly;
Build the 2nd to the 2nd layer of cant beam reciprocal: the described the 2nd is outside the described n limit of anterior layer cant beam shape to building of each layer cant beam of the 2nd layer of cant beam of inverse, build a cant beam and fixing in the position arranged side by side of each root cant beam of anterior layer cant beam, each root cant beam that formation is just being built from bottom to top successively, one end bearing is in the scope of operation, be supported the position on the described n limit shape adjacent edge extended line of anterior layer has been supported at supporting position the former cant beam that is supported on the scope of operation, a supporting position that is supported on described n limit another adjacent edge extended line of shape of former unsettled cant beam that the position is supported in anterior layer, 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, 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 cant beam reciprocal,, build at least 1 and be not more than the cant beam of the radical of n, form the final layer cant beam according to said method.
2. the building method of multi-layer oblique beam structure according to claim 1 is characterized in that, described 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.
3. method of building multi-layer oblique beam structure according to claim 1 is characterized in that, the limit of described n limit shape is counted n and is selected from: the arbitrary integer between the 2-3999.
4. method of building multi-layer oblique beam structure according to claim 1 is characterized in that, the limit of described n limit shape is counted n and is selected from: the arbitrary integer between the 2-25.
5. method of building multi-layer oblique beam structure according to claim 1 is characterized in that the number of plies of described multilayer is selected from the arbitrary integer between the 1-99.
6. method of building multi-layer oblique beam structure according to claim 1 is characterized in that the number of plies of described multilayer is selected from the arbitrary integer between the 2-39.
7. 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 of anterior layer cant beam shape, build a cant beam and fixing in the position arranged side by side of each root cant beam of anterior layer cant beam, make each root cant beam of just building from bottom to top successively, one end bearing is in the scope of operation, be supported the position on the described n limit shape adjacent edge extended line of anterior layer has been supported at supporting position the former cant beam that is supported on the scope of operation, a supporting position that is supported on described n limit another adjacent edge extended line of shape of former unsettled cant beam that the position is supported in anterior layer, the other end is unsettled, the described n root cant beam of just building, common form to overlook just build a layer cant beam 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;
In the outside of the described n limit shape of the 2nd layer of cant beam reciprocal, according to aforesaid way, build at least 1 and be not more than the cant beam of the radical of n, formed final layer cant beam.
8. multi-layer oblique beam structure according to claim 7 is characterized in that, described 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.
9. multi-layer oblique beam structure according to claim 7 is characterized in that, the limit of described n limit shape is counted n and is selected from: the arbitrary integer between the 2-3999.
10. multi-layer oblique beam structure according to claim 7 is characterized in that, the limit of described n limit shape is counted n and is selected from: the arbitrary integer between the 2-25.
11. multi-layer oblique beam structure according to claim 7 is characterized in that, the number of plies of described multilayer is selected from the arbitrary integer between the 1-99.
12. multi-layer oblique beam structure according to claim 7 is characterized in that, the number of plies of described multilayer is selected from the arbitrary integer between the 2-39.
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| CN2009100599750A CN101614040B (en) | 2009-07-14 | 2009-07-14 | Multilayer oblique beam structure and construction method thereof |
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| CN2009100599750A CN101614040B (en) | 2009-07-14 | 2009-07-14 | Multilayer oblique beam structure and construction method thereof |
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| CN101614040A true CN101614040A (en) | 2009-12-30 |
| CN101614040B CN101614040B (en) | 2011-06-01 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666118B (en) * | 2009-07-22 | 2011-05-25 | 张静娜 | Multilayer sloped beam structure, construction method and application thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666118B (en) * | 2009-07-22 | 2011-05-25 | 张静娜 | Multilayer sloped beam structure, construction method and application thereof |
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