CN102747779A - Space structure - Google Patents
Space structure Download PDFInfo
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- CN102747779A CN102747779A CN2012102577828A CN201210257782A CN102747779A CN 102747779 A CN102747779 A CN 102747779A CN 2012102577828 A CN2012102577828 A CN 2012102577828A CN 201210257782 A CN201210257782 A CN 201210257782A CN 102747779 A CN102747779 A CN 102747779A
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- vertical
- space structures
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- horizontal plane
- component
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Abstract
The invention discloses a space structure which comprises a transverse component and a vertical component, wherein the transverse component and the vertical component are jointed to form the space structure; the transverse component is parallel to or forms an included angle with the horizontal plane; and the vertical component is vertical to or forms an included angle with the horizontal plane. The space structure abandons the traditional structure form of a vertical post and a horizontal beam, has a novel form and a variable structure and is practical and good in appearance; the transverse component and the vertical component adopt linear, curved or variable section forms so as to further strength the aesthetic feeling of the space structure.
Description
Technical field
The present invention relates to building field, more particularly, relate to a kind of architectural space structure.
Background technology
Along with the development of steel work technology and glass enclosed structure technology and new material, for the formation of new spatial structure provides very big development opportunity.But traditional architectural space adopts the beam of vertical pillar and level to form straight and narrow space structures, this space structures, and form is more stiff, and aesthetic property is not enough, can not satisfy the standard of living needs that people promote day by day.
Summary of the invention
The technical problem that the present invention will solve is, a kind of space structures is provided, and novel form, structure space aesthetic feeling are strong.
The technical solution adopted for the present invention to solve the technical problems is: space structures comprises transverse member and vertical member; Said transverse member and said vertical member are spliced to form said space structures; Said transverse member is parallel with horizontal plane or form an angle, and said vertical member is vertical with horizontal plane or form an angle.
In the such scheme, preferred said transverse member and horizontal plane angle are less than 45 °, and said vertical member and horizontal plane angle are greater than 45 °
In the such scheme, preferred transverse member and vertical member adopt the form of straight line, curve or variable cross-section.
In the such scheme, preferred said transverse member and said vertical member adopt the steel member.
The space structures of embodiment of the present invention compares with prior art, and its beneficial effect is:
1. this space structures has been abandoned the traditional vertical columns and the form of structure of horizontal beam, novel form, changeable, the practical and attractive of structure;
2. transverse member and vertical member are taked the form of straight line, curve or variable cross-section, have further strengthened the aesthetic feeling of space structures.
Description of drawings
To combine accompanying drawing and embodiment that the present invention is described further below, in the accompanying drawing:
Fig. 1 is the vertical view of space structures embodiment one of the present invention.
Fig. 2 is the elevation of space structures embodiment one of the present invention.
Fig. 3 is the vertical view of space structures embodiment two of the present invention.
Fig. 4 is the elevation of space structures embodiment two of the present invention.
Fig. 5 is the vertical view of space structures embodiment three of the present invention.
Fig. 6 is the elevation of space structures embodiment three of the present invention.
The specific embodiment
To shown in Figure 6,, and do surfacing like Fig. 1 according to drawing cross machine member 1 and vertical member 2; Set up scaffold, transverse member 1 is lifted to the scene with vertical member 2 carry out just splicing; Vertical member 2 is fixed on the base that pre-sets of bottom; According to design, adopt modes such as other component and fittings or welding to be connected with vertical member 2 transverse member 1; Antirust processing is carried out in the junction; Other non-stress members are installed, are accomplished spatial modelling.
In these three kinds of embodiments, transverse member 1 is steel members with vertical member 2, and certainly, in other embodiments, transverse member and vertical member can be other material members with certain intensity, all can realize the object of the invention.
In these three kinds of embodiments; Transverse member 1 adopts straight line, curve or variable cross-section form with vertical member 2, has been connected to form three kinds of geometric modelings, in other embodiments; Transverse member 1 and vertical member 2 can be connected to form other geometric modeling, all can realize the object of the invention.
The present invention adopts less transverse member of section 1 and vertical member 2 modes, and the enclosed structures such as glass, aluminum alloy plate materials of can arranging in pairs or groups all belong within the scope of the present invention's protection.
The above specific embodiment has been carried out detailed explanation to the present invention, but these are not to be construed as limiting the invention.Protection scope of the present invention is not exceeded with above-mentioned embodiment, as long as the equivalence that those of ordinary skills do according to disclosed content is modified or changed, all should include in the protection domain of putting down in writing in claims.
Claims (4)
1. space structures; It is characterized in that; Said space structures comprises transverse member and vertical member; Said transverse member and said vertical member are spliced to form said space structures, and said transverse member is parallel with horizontal plane or form an angle, and said vertical member is vertical with horizontal plane or form an angle.
2. space structures according to claim 1 is characterized in that said transverse member and horizontal plane angle are less than 45 °, and said vertical member and horizontal plane angle are greater than 45 °
3. space structures according to claim 1 is characterized in that, said transverse member and said vertical member adopt the form of straight line, curve or variable cross-section.
4. like claim 1,2 or 3 said space structures, said transverse member and said vertical member adopt the steel member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102577828A CN102747779A (en) | 2012-07-25 | 2012-07-25 | Space structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102577828A CN102747779A (en) | 2012-07-25 | 2012-07-25 | Space structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102747779A true CN102747779A (en) | 2012-10-24 |
Family
ID=47028242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012102577828A Pending CN102747779A (en) | 2012-07-25 | 2012-07-25 | Space structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102747779A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284665A (en) * | 2016-08-04 | 2017-01-04 | 中建钢构有限公司 | Double-spiral spatial structure of inclined steel column and construction method thereof |
| CN107060205A (en) * | 2017-01-24 | 2017-08-18 | 中国建筑第二工程局有限公司 | A kind of many curve petal truss structures and its construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1737313A (en) * | 2004-08-20 | 2006-02-22 | 中国建筑第八工程局第一建筑公司青岛分公司 | Inclined triangular pyramid truss type frame construction and method for making, mounting and measuring the same |
| GB2453103A (en) * | 2007-09-17 | 2009-04-01 | Paul Thomas Arnold | A timber structure to support panels |
| CN102561508A (en) * | 2012-02-09 | 2012-07-11 | 清华大学 | Steel tube concrete poling type truss mixed structure for high-rise and super high-rise buildings |
-
2012
- 2012-07-25 CN CN2012102577828A patent/CN102747779A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1737313A (en) * | 2004-08-20 | 2006-02-22 | 中国建筑第八工程局第一建筑公司青岛分公司 | Inclined triangular pyramid truss type frame construction and method for making, mounting and measuring the same |
| GB2453103A (en) * | 2007-09-17 | 2009-04-01 | Paul Thomas Arnold | A timber structure to support panels |
| CN102561508A (en) * | 2012-02-09 | 2012-07-11 | 清华大学 | Steel tube concrete poling type truss mixed structure for high-rise and super high-rise buildings |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284665A (en) * | 2016-08-04 | 2017-01-04 | 中建钢构有限公司 | Double-spiral spatial structure of inclined steel column and construction method thereof |
| CN106284665B (en) * | 2016-08-04 | 2019-08-09 | 中建钢构有限公司 | Double-spiral spatial structure of inclined steel column and construction method thereof |
| CN107060205A (en) * | 2017-01-24 | 2017-08-18 | 中国建筑第二工程局有限公司 | A kind of many curve petal truss structures and its construction method |
| CN107060205B (en) * | 2017-01-24 | 2019-05-21 | 中国建筑第二工程局有限公司 | A kind of more curve petal truss structures and its construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20121024 |