CN109898659A - A kind of more space structure systems of spiral formula - Google Patents
A kind of more space structure systems of spiral formula Download PDFInfo
- Publication number
- CN109898659A CN109898659A CN201910243010.0A CN201910243010A CN109898659A CN 109898659 A CN109898659 A CN 109898659A CN 201910243010 A CN201910243010 A CN 201910243010A CN 109898659 A CN109898659 A CN 109898659A
- Authority
- CN
- China
- Prior art keywords
- polygon
- steel
- external
- lattice
- steel frame
- 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.)
- Granted
Links
Abstract
The invention discloses a kind of more space structure systems of spiral formula, comprising steel lattice outside spiral formula, the polygon steel frame being connected to inside external steel lattice, and one group of Core Walls Structure being connected between polygon steel frame and ground base；External steel lattice is the tubular structure of polygon rod piece composition；It is connected with external facing in the outer surface of the external steel lattice and polygon steel frame, wherein polygon steel frame is arranged between external steel lattice in vestibule formula connection.The present invention is by being arranged to spiral formula for exterior space steel lattice, flexible and changeable multilayer space structure is constructed, so that it is beautiful to build whole regular movements, and exterior space steel lattice is multiangular tubular space, not only it ensure that internal unobstructed operation, but also shown the external moulding for being imbued with complications；The design to interconnect simultaneously has modern implied meaning, and structure whole design and steel construction selection application are rationally, easy to implement.
Description
Technical field
The invention belongs to space structure technical field, in particular to a kind of more space structure systems of spiral formula.
Background technique
With the diversified development of construction style, and the aesthetic multi-angle demand of people now, architectural image and technique
Also it innovates therewith, breaches original pattern, the building of numerous different shapes occur.The spiral in miscellaneous special-shaped building
Formula is built with its beautiful design, and sense organ impact force is liked by architect by force.
But when designing and building spiral building, the part or outer of often only building spiral component as a whole
Decoration is enclosed, and fails to embody the whole glamour of spiral building structure, also fails to preferably embody various in combination with other structures
Change design；Common material is steel in spiral building, and steel have the characteristics that intensity is high, good from heavy and light, overall stiffness,
And it also has many advantages, such as that strong deformability, solderability and plasticity are strong, can mention for the especially spiral building of special-shaped building
For reliable structural integrity and stability.Therefore, the present invention provides a kind of spiral formulas based on structure of steel product design
More space structure systems.
Summary of the invention
A kind of more space structure systems of spiral formula proposed by the present invention, to solve the spiral of more space structures
Formula configuration design, and the problems such as with the connection of internal structure and integrally-built support, specific technical solution is as follows:
A kind of more space structure systems of spiral formula comprising spiral formula outside steel lattice, are connected in external steel lattice
The polygon steel frame in portion and one group of Core Walls Structure being connected between polygon steel frame and ground base, the external steel mesh
Lattice are the tubular structure of polygon rod piece composition.
The polygon rod piece is regular polygon, and polygon rod piece arranged for interval on spiral direction is described polygon
It is enclosed on the inside of the vertical face of shape rod piece rounded.
The corner point of adjacent polygons rod piece is connected by connecting rod, the connecting rod elongated arrangement on spiral direction,
And each angle point of polygon rod piece is respectively connected with connecting rod.
Quadrilateral frame is formed between adjacent polygons rod piece and adjacent links in the same plane, in the quadrilateral frame
Opposite angle point is at least connected with a brace.
The external steel lattice is being provided with connector with polygon steel frame junction, and inside external steel lattice and more
Connection inside the shape steel frame of side；The polygon steel frame layering setting, and polygon steel frame bottom surface is parallel with ground base.
The polygon steel frame includes to be connected to the polygon steel frame of external steel lattice radial direction and be connected to external steel
The polygon steel frame of grid circumferential direction is to share same connector and share same section in the circumferential direction of same layer and radial crosspoint
Polygon steel frame.
One group of Core Walls Structure is arranged symmetrically about steel lattice center line outside spiral formula, and the Core Walls Structure is more in same layer
At least it is arranged at one on the shape steel frame of side, and every place's Core Walls Structure is at least one；Wherein, more if every place is multiple cores cylinder
The arranged direction of a Core Walls Structure is identical as the external spiral formula direction of steel lattice.
The outer surface of the external steel lattice and polygon steel frame is respectively connected with external facing, wherein polygon steel frame
It is arranged between external steel lattice in vestibule formula connection.
The invention has the following advantages:
1. the present invention constructs flexible and changeable multilayer space knot by the way that exterior space steel lattice is arranged to spiral formula
Structure, so that it is beautiful to build whole regular movements, and exterior space steel lattice is multiangular tubular structure, both ensure that internal unobstructed fortune
Row, and shown the external moulding for being imbued with complications；
2. the connecting rod setting elongated in spiral direction, ensure that the integraty of exterior space steel lattice, and connecting rod with it is polygon
The brace connected between shape rod piece then ensures the force stability of exterior space steel lattice；
3. the vestibule formula that outside steel lattice and polygon steel lower portion are interconnected designs, and the layer-by-layer cloth of polygon steel frame
It sets, on the one hand enhances external steel lattice in circumferential and radial lateral rigidity, on the other hand also give " interconnecting "
Moulding implied meaning, wherein the polygon of polygon steel frame can it is identical as external steel lattice polygon can also be different, can be according to reality
The demand on border is carried out for change design；
4. Core Walls Structure is connected between basis and polygon steel frame, the architectural image integrally floated is formed, it is living to create ground
Dynamic space realizes the large space function of perforation, and the stress equalization that can guarantee superstructure is arranged in the symmetrical of Core Walls Structure, same
It is designed at one along spiral direction, then local stiffening targetedly can be carried out to external Steel Space grid, guarantee top knot
The integrated carrying of structure.
To sum up, the present invention is based on the spiral settings of more space structures, handsome in appearance, are full of variety, and inside setting is polygon
Shape steel frame can be used as " gallery " application, while the design to interconnect has modern implied meaning, structure whole design and steel construction
Selection application is rationally, easy to implement.
Detailed description of the invention
Fig. 1 is the more space structure system exploded stereoscopic schematic diagrams of spiral；
Fig. 2 is external steel lattice perspective view；
Fig. 3 is external steel lattice top view；
Fig. 4 is Core Walls Structure and polygon steel frame connection schematic diagram.
Appended drawing reference: steel lattice outside 1-；11- connector；12- polygon rod piece；13- connecting rod；14- brace；2- is polygon
Shape steel frame；3- Core Walls Structure.
Specific embodiment
As shown in Figure 1, the more space structure system exploded stereoscopic schematic diagrams of spiral formula, by external steel lattice 1, more
Side shape steel frame 2 and Core Walls Structure 3 decompose, and schematic diagram top is polygon steel frame 2, and middle part is external steel lattice 1, and lower part is core
Heart cylinder 3, wherein external steel lattice 1 is spiral formula, polygon steel frame 2 is welded on the connector inside external steel lattice 1
On 11, Core Walls Structure 3 is connected between polygon steel frame 2 and ground base；External steel lattice 1 is pentagon steel pole in the present embodiment
The tubular space structure of part composition；The polygon steel frame 2 is quadrangle, comprising being welded in the more of external 1 radial direction of steel lattice
Side shape steel frame 2 and it is welded in the circumferential polygon steel frame 2 of external steel lattice 1, wherein polygon steel frame 2 and external steel mesh
Lattice 1 are integrally designed, and the polygon steel framework of two circumferential polygon steel frames 2, the second layer one radial direction of setting is arranged in the bottom
The polygon steel frame 2 of a radial direction and half radial communication is arranged in frame 2, third layer, and it is polygon that a radial direction is arranged in maximum layer
Shape steel frame 2, every layer of polygon steel frame 2 is relatively independent, is to share same connection in the circumferential direction of same layer and radial crosspoint
Mouth 11, and share same section of polygon steel frame 2；Wherein the number of plies be designed as the vertical height of external steel lattice 1, stress shares lotus
It carries and current synthesis determines.
As shown in Figures 2 and 3, the polygon rod piece 12 is regular pentagon, and polygon rod piece 12 is in spiral direction
Upper arranged for interval, the vertical face inside of the polygon rod piece 12 enclose rounded；The corner point of adjacent polygons rod piece 12 is logical
The connection of connecting rod 13 is crossed, the connecting rod 13 is steel connecting rod, and model material is consistent with polygon rod piece 12；The connecting rod 13 is in spiral
Elongated arrangement on ascent direction, and each angle point of polygon rod piece 12 is welded with connecting rod 13；The adjacent polygons rod piece
Quadrilateral frame is formed between 12 and adjacent links 13 in the same plane, relative angle is spot welded one tiltedly in the quadrilateral frame
Bar 14, the brace 14 are steel stem, what the triangular mesh interaction that exterior space grid protocol is made of brace 14 was connected
Form, this form have stable mechanical characteristic；The external steel lattice 1 is being provided with company with 2 junction of polygon steel frame
Interface 11, the size of connector 11 adapt to polygon steel frame 2, and the connector 11 is reserved when external steel lattice 1 makes and connect
Head, after welding external steel lattice 1, by external 1 inside of steel lattice be connected to inside polygon steel frame 2；Foundation stable structure,
The conditions such as moulding and practical colleague, the polygon steel frame 2 of every layer of comprehensive design, and polygon steel frame 2 is installed in welding
When, its bottom surface is parallel with ground base.
It is arranged symmetrically as shown in figure 4, the Core Walls Structure 3 is whole about 1 center line of steel lattice outside spiral formula, core
Cylinder 3 pours height between steel plate using steel plate concrete structure as the main lateral resistant member of structure and carrying vertical force component
Strength concrete is pick-up point with 4 groups of Core Walls Structures 3, often in the present embodiment to guarantee that structure has enough intensity and rigidity
Place is two or three Core Walls Structures 3, and the arranged direction of every place's Core Walls Structure 3 is identical as the external spiral formula direction of steel lattice 1；
Wherein Core Walls Structure 3 is connected with two polygon steel frames 2 of bottom, and two bridge architectures are formed at lower part, will be in the spiral on top
It rises the entirety that tubular structure is formed and falls in bridge architecture top, remaining Core Walls Structure 3 is arranged in the both ends of polygon steel frame 2.
The arrangement form and link position of Core Walls Structure 3 and polygon steel frame 2 described above, it is mainly true by whole stress
It is fixed, the needs of beauty is taken into account on the basis of meeting whole stress, in construction and installation outside steel lattice 1 can independent prefabricated spelling
Dress, then lifts to the Core Walls Structure 3 for being connected to ground base, is then layered in the inner side and outer side of external steel lattice 1
Carry out supporting, then carry out the construction of polygon steel frame 2, wherein the construction of polygon steel frame 2 be by the low construction that hoists,
In, every supporting of one layer of external steel lattice 1 of dismantling of having constructed one layer, until completing integral construction；In installation polygon steel frame 2
Every construction for carrying out one layer when construction then carries out one-shot measurement positioning and meets, applying for next stage can be carried out after complying with standard
Work, finally installs surface layer in external steel lattice 1 and polygon steel frame 2, and formation is built for the spiral formula of personnel activity
It builds and vestibule.
Obviously, above-described embodiment is only intended to clearly illustrate made by outstanding feature of the invention and illustrates, and is not pair
The restriction of embodiment of the present invention；It, still can be on the basis of above explained use for those skilled in the art
It makes other variations or changes in different ways, if not carrying out inventive improvements to it, all belongs to the scope of protection of the present invention.
Claims (8)
1. a kind of more space structure systems of spiral formula, it is characterised in that: comprising spiral formula outside steel lattice (1), even
It is connected to the internal polygon steel frame (2) of external steel lattice (1) and is connected between polygon steel frame (2) and ground base
One group of Core Walls Structure (3), the external steel lattice (1) is the tubular structure of polygon rod piece (12) composition.
2. a kind of more space structure systems of spiral formula as described in claim 1, it is characterised in that: the polygon rod piece
It (12) is regular polygon, polygon rod piece (12) arranged for interval on spiral direction, the polygon rod piece (12) is erected
It is enclosed on the inside of to face rounded.
3. a kind of more space structure systems of spiral formula as claimed in claim 2, it is characterised in that: adjacent polygons rod piece
(12) corner point is connected by connecting rod (13), connecting rod (13) elongated arrangement on spiral direction, and polygon bar
Each angle point of part (12) is respectively connected with connecting rod (13).
4. a kind of more space structure systems of spiral formula as claimed in claim 3, it is characterised in that: adjacent polygons rod piece
(12) quadrilateral frame is formed in the same plane between adjacent links (13), opposite angle point at least connects in the quadrilateral frame
Connect a brace (14).
5. a kind of more space structure systems of spiral formula as described in claim 1-4 any one, it is characterised in that: described
External steel lattice (1) is provided with connector (11) with polygon steel frame (2) junction, and external steel lattice (1) it is internal with
Connection inside polygon steel frame (2)；Polygon steel frame (2) the layering setting, and polygon steel frame (2) bottom surface and ground
Face basis is parallel.
6. a kind of more space structure systems of spiral formula as claimed in claim 5, it is characterised in that: the polygon steel framework
Frame (2) is comprising being connected to the polygon steel frame (2) of external steel lattice (1) radial direction and being connected to external steel lattice (1) circumferential direction
Polygon steel frame (2) is to share same connector (11) and share more than same section in the circumferential direction of same layer and radial crosspoint
Side shape steel frame (2).
7. a kind of more space structure systems of spiral formula as described in claim 1 or 6, it is characterised in that: one group of Core Walls Structure
(3) it is arranged symmetrically about steel lattice (1) center line outside spiral formula, the Core Walls Structure (3) is in same layer polygon steel framework
Frame is at least arranged at one on (2), and every place's Core Walls Structure (3) is at least one；Wherein, more if every place is multiple cores cylinder (3)
The arranged direction of a Core Walls Structure (3) is identical as the spiral formula direction of external steel lattice (1).
8. a kind of application building of more space structure systems of spiral formula as claimed in claim 7, it is characterised in that: described
The outer surface of external steel lattice (1) and polygon steel frame (2) is respectively connected with external facing, and wherein polygon steel frame (2) exists
It is arranged between external steel lattice (1) in vestibule formula connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910243010.0A CN109898659B (en) | 2019-03-28 | 2019-03-28 | Spiral rising type multi-space structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910243010.0A CN109898659B (en) | 2019-03-28 | 2019-03-28 | Spiral rising type multi-space structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109898659A true CN109898659A (en) | 2019-06-18 |
| CN109898659B CN109898659B (en) | 2020-08-11 |
Family
ID=66953095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910243010.0A Active CN109898659B (en) | 2019-03-28 | 2019-03-28 | Spiral rising type multi-space structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109898659B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431195A (en) * | 2021-07-29 | 2021-09-24 | 中国建筑西南设计研究院有限公司 | Building structure |
| CN115110802A (en) * | 2022-07-21 | 2022-09-27 | 上海尤安一合建筑设计事务所有限公司 | Unique integrated curve spiral twisted building body |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2011931A1 (en) * | 2006-04-21 | 2009-01-07 | Sekisui Chemical Co., Ltd. | Three-dimensional tube building structure |
| WO2009066170A2 (en) * | 2007-11-23 | 2009-05-28 | Daniele Molinaro | Building complex |
| CN101476395A (en) * | 2009-02-06 | 2009-07-08 | 北京首钢建设集团有限公司 | Bending assembly construction method for space curved surface special-shaped spiral steel pipe casing structure |
| CN201347585Y (en) * | 2008-12-19 | 2009-11-18 | 中国建筑设计研究院 | Crossed weave structure with top opening |
| CN103982014A (en) * | 2014-05-21 | 2014-08-13 | 江苏省华建建设股份有限公司 | Variable diameter steel structure spiral ramp and construction method thereof |
| US9506241B1 (en) * | 2015-11-04 | 2016-11-29 | Yi-Chen Kuo | Building with rotating housings |
| CN108824646A (en) * | 2018-07-12 | 2018-11-16 | 悉地国际设计顾问（深圳）有限公司 | A kind of reverse taper spiral building structure with high torsional property |
| CN108824645A (en) * | 2018-07-12 | 2018-11-16 | 悉地国际设计顾问（深圳）有限公司 | A kind of reverse taper spiral building structure |
-
2019
- 2019-03-28 CN CN201910243010.0A patent/CN109898659B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2011931A1 (en) * | 2006-04-21 | 2009-01-07 | Sekisui Chemical Co., Ltd. | Three-dimensional tube building structure |
| WO2009066170A2 (en) * | 2007-11-23 | 2009-05-28 | Daniele Molinaro | Building complex |
| CN201347585Y (en) * | 2008-12-19 | 2009-11-18 | 中国建筑设计研究院 | Crossed weave structure with top opening |
| CN101476395A (en) * | 2009-02-06 | 2009-07-08 | 北京首钢建设集团有限公司 | Bending assembly construction method for space curved surface special-shaped spiral steel pipe casing structure |
| CN103982014A (en) * | 2014-05-21 | 2014-08-13 | 江苏省华建建设股份有限公司 | Variable diameter steel structure spiral ramp and construction method thereof |
| US9506241B1 (en) * | 2015-11-04 | 2016-11-29 | Yi-Chen Kuo | Building with rotating housings |
| CN108824646A (en) * | 2018-07-12 | 2018-11-16 | 悉地国际设计顾问（深圳）有限公司 | A kind of reverse taper spiral building structure with high torsional property |
| CN108824645A (en) * | 2018-07-12 | 2018-11-16 | 悉地国际设计顾问（深圳）有限公司 | A kind of reverse taper spiral building structure |
Non-Patent Citations (2)
| Title |
|---|
| 卜广友: "螺旋形建筑形体设计", 《安徽建筑工业学院学报》 * |
| 王文渊: "神农大剧院螺旋形外壳钢结构设计", 《建筑结构》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431195A (en) * | 2021-07-29 | 2021-09-24 | 中国建筑西南设计研究院有限公司 | Building structure |
| CN115110802A (en) * | 2022-07-21 | 2022-09-27 | 上海尤安一合建筑设计事务所有限公司 | Unique integrated curve spiral twisted building body |
| CN115110802B (en) * | 2022-07-21 | 2024-01-16 | 上海尤安一合建筑设计事务所有限公司 | Unique integrated curve spiral torsion building body |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109898659B (en) | 2020-08-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109898659A (en) | A kind of more space structure systems of spiral formula | |
| CN106968340A (en) | A kind of single double-layer latticed shell structure system of overhanging annular of large space | |
| CN103541441A (en) | Middle forming net | |
| CN105421638A (en) | Hung interlayer structure and construction method thereof | |
| CN208363560U (en) | A kind of suspension platform for skybridge construction | |
| CN208395846U (en) | A kind of assemble type foundation structure | |
| CN105984015B (en) | One collects together sets of brackets on top of the columns prefabricated concrete element preparation method in building in the style of the ancients | |
| CN2319463Y (en) | Integral net structure for connecting box shape house | |
| CN113653241B (en) | Construction method of large-span special-shaped curved surface concrete dome structure | |
| CN206800633U (en) | A kind of single double-layer latticed shell structure system of overhanging annular of large space | |
| CN206885275U (en) | A kind of ship deck supporting construction | |
| CN210596988U (en) | Triangular pier for straddle type monorail bridge | |
| CN210856905U (en) | Pedestrian landscape cable-stayed bridge based on bridge tower structure of sightseeing tower | |
| CN209585721U (en) | Exhibition room circle meeting room | |
| CN211472120U (en) | Cable-stayed bridge integrating aesthetics and mechanics | |
| CN212153867U (en) | Roof structure of encorbelmenting of bucket arch form | |
| CN205367615U (en) | Multilayer steel constructs platform | |
| CN218371405U (en) | External hanging type attachment device | |
| CN214531211U (en) | High-rise building concrete expansion band compensation structure | |
| CN206128297U (en) | Step multilayer arch truss | |
| JP3115610U (en) | Annular double-layer shading net | |
| CN206070734U (en) | A kind of 11 × 11 grid square planar perimeter freely-supported racks | |
| CN213328633U (en) | Triangular suspension bridge with net bag structure | |
| CN213062599U (en) | Ceiling gypsum board with back reinforced structure | |
| CN215210295U (en) | Tree pool grate for embodying city aesthetics |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |