CN206279621U - A kind of " garland " steel structure system for stadium periphery - Google Patents
A kind of " garland " steel structure system for stadium periphery Download PDFInfo
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- CN206279621U CN206279621U CN201621395422.4U CN201621395422U CN206279621U CN 206279621 U CN206279621 U CN 206279621U CN 201621395422 U CN201621395422 U CN 201621395422U CN 206279621 U CN206279621 U CN 206279621U
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- garland
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Abstract
The utility model discloses a kind of " garland " steel structure system for stadium periphery, including：Cover structure and roof structure, cover structure are garland structural system；Garland structural system includes garland structure, and outer steel perimeter beam is provided with the top of garland structure, and cover structure is located at the periphery of building body；Roof structure is made up of tension inner ring, compression outer shroud and roofing, tensioning system is provided with roofing, tensioning system is located between tension inner ring, compression outer shroud, three forms balanced structure system, roof structure is connected between roof structure and cover structure located at the top of cover structure by inclined support structure.Good protecting effect is carried out to it by the outside outer cover result and roof structure of setting in building body in the utility model; wherein; the cover structure uses garland structure; not only allow its more beautiful; it is effective avoid building body directly it is long-term it is exposed outside, protection and protective effect well are played to building body.
Description
Technical field
The utility model belongs to manufacturing field, more particularly to a kind of " garland " steel structure body for stadium periphery
System.
Background technology
With the fast development of social economy, all trades and professions all constantly developing, the work of people and the step of life
All constantly accelerating, the either production of enterprise or the life of people all realizes modernization and intelligent, people couple
The demand of various product is more and more, more and more higher, and building trade is also such.Current most building is all to use reinforcing bar
Concrete is manufactured, and its whole duration is more long, and requirement to weather is higher, once temperature is relatively low, concrete is easily freezed, by nothing
Method normal construction, so that the duration of serious influence engineering, meanwhile, the material needed for reinforced concrete building is more, required
It is artificial also more, increase the cost of construction.
Existing reinforced concrete building is all mostly to carry out whitewashing on the surface of building, or is sticked on its surface
Ceramic tile, the limited time that paint is used, time rear fugitive color long, so as to influence its attractive in appearance and to the defensive ability/resistance ability of weather, if
Ceramic tile is sticked on the surface of building, then its whole engineering is more great, and, the later stage easily comes off；And, due to armored concrete
The characteristic of building itself, the building that it is built all be mostly it is straight and narrow, many fine imagination of architect, design by
In the limitation for assembling of the brick of one brick of concrete construction one be difficult during practice of construction realize, can thus allow building from
Many development for constraining, whole building industry will being influenceed for a long time are all received in the construction for being designed into the later stage.
At the same time, its periphery of existing reinforced concrete building is blocked without any, and it not only influences attractive in appearance, while
Its it is long-term it is exposed also easily cause that its is aging, the time is long, can cause serious influence to the quality of building, substantially reduces its right
The defensive ability/resistance ability of natural calamity and external world, thus it is existing building need improve.
Utility model content
Utility model purpose：In order to overcome the above not enough, the purpose of this utility model is to provide a kind of for stadium week
" garland " steel structure system on side, its simple structure is reasonable in design, can play good beauty function, and main building is risen
To good protective effect.
Technical scheme：To achieve these goals, the invention provides a kind of " garland " steel knot for stadium periphery
Structure system, including：Cover structure and roof structure, wherein, the cover structure is garland structural system；The garland structure
System includes garland structure, and outer steel perimeter beam is provided with the top of the garland structure, passes through between the garland structure and outer steel perimeter beam
Encorbelment fastener for connection, the cover structure is located at the periphery of building body；The roof structure by tension inner ring, compression outer shroud with
And roofing is constituted, tensioning system is provided with the roofing, the tensioning system is located between tension inner ring, compression outer shroud, three
Balanced structure system is formed, the roof structure is located at the top of cover structure, and, between the roof structure and cover structure
Connected by inclined support structure.
A kind of heretofore described " garland " steel structure system for stadium periphery, it is by building body
Outside sets outer cover result and roof structure and carries out good protecting effect to it, wherein, the cover structure uses garland knot
Structure, not only allows its more beautiful, at the same it is effective avoid building body directly it is long-term it is exposed outside, so as to be risen to building body
To protection and protective effect well, effectively extend its life-span for using, improve the security that its later stage uses.
Further, the garland structure is the garland structure of box-type section, and it is made up of garland node and bearing garland,
The garland node is connected by garland tie-rod with bearing garland, using the characteristic of garland, improves the protective capability of outer cover.
Further, the garland node includes bottom wing listrium and top flange plate, and the top flange plate is located at bottom wing listrium
Top, reinforcement gusset is provided between the top flange plate and bottom wing listrium, be provided with dividing plate in the middle of the reinforcement gusset, it is described on
Edge between flange plate and bottom wing listrium is connected by web., defensive ability/resistance ability to external world is greatly improved, raising is entirely built
The security performance built, allows it to better meet the demand that construction and later stage use.
Further, the tension inner ring is made up of upper inner ring, lower inner ring, rigid bracing and oblique drag-line, described interior
The top of lower inner ring is located on, the rigid bracing is located between upper inner ring and lower inner ring, and the oblique drag-line oblique pull is firm in two
On the diagonal of property strut.
Further, steel pipe truss is provided with the compression outer shroud, the steel pipe truss forms whole with side support structure
Body.
Further, the roof sections are made up of and Cable-Membrane Structures for Roof is constituted, the layer that winds up the layer that winds up, lower edge layer
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, and drag-line shape is used between the layer that winds up, lower edge layer
Into double layer structure system, the Cable-Membrane Structures for Roof can be carried greatly located at the top of double-decker system, the roof structure
Its stability high and fastness, further improve its construction and the security after the later stage comes into operation.
Further, the Cable-Membrane Structures for Roof includes cable truss and rope film framework, the two ends of the cable truss respectively with
Cover structure and building body are connected, and the rope film framework is on cable truss.
Further, the inclined support structure includes steel diagonal brace and steel batter post, and described steel diagonal brace one end is made with outer steel perimeter beam can
It is flexibly connected, the other end is fixed on building body, one end of the steel batter post is located between two outer steel perimeter beams by adjusting button,
The other end is fixed on building body, and, the steel batter post is between two steel diagonal braces.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, heretofore described a kind of " garland " steel structure system for stadium periphery, it is by building body
The outside outer cover result and roof structure of setting good protecting effect is carried out to it, wherein, the cover structure uses garland
Structure, not only allows its more beautiful, at the same it is effective avoid building body directly it is long-term it is exposed outside, so as to building body
Protection and protective effect well are played, effectively extends its life-span for using, improve the security that its later stage uses.
2nd, heretofore described roof sections are made up of and Cable-Membrane Structures for Roof is constituted the layer that winds up, lower edge layer, it is described on
String layer is made up of network rope net, and the lower edge is stayed structure of the rib to arrangement, is used between the layer that winds up, lower edge layer and drawn
Rope forms double-decker system, and, located at the top of double-decker system, the roof structure can be significantly for the Cable-Membrane Structures for Roof
Its stability of raising and fastness, further improve its construction and the later stage come into operation after security.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the internal structure schematic diagram of X nodes in the utility model；
Fig. 3 is the structural representation of X nodes in the utility model；
Fig. 4 is the mounting structure schematic diagram of X nodes in the utility model；
In figure：Cover structure -1, roof structure -2, upper inner ring -21, lower inner ring -22, rigid bracing -23, oblique drag-line -
24th, garland structural system -3, garland structure -31, outer steel perimeter beam -32, steel pipe -33 of encorbelmenting, garland node -34, bearing garland -
35th, garland tie-rod -36, bottom wing listrium -341, top flange plate -342, top flange plate -343, dividing plate -344, web -345, cable truss
Frame -6, rope film framework -7.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is further elucidated.
Embodiment
A kind of " garland " steel structure system for stadium periphery as shown in Figures 1 to 4, it is characterised in that：Outer cover
Structure 1 and roof structure 2, wherein, the cover structure 1 is garland structural system 3；
The garland structural system 3 includes garland structure 31, and the top of the garland structure 31 is provided with outer steel perimeter beam 32, institute
State and connected by steel pipe 33 of encorbelmenting between garland structure 31 and outer steel perimeter beam 32, the cover structure 1 is located at the outer of building body 4
Enclose；
The roof structure 2 is made up of tension inner ring, compression outer shroud and roofing, and tensioning system is provided with the roofing,
The tensioning system is located between tension inner ring, compression outer shroud, and three forms balanced structure system, and the roof structure 2 is located at
The top of cover structure 1, and, connected by inclined support structure 5 between the roof structure 2 and cover structure 1.
Further, the garland structure 31 is the garland structure of box-type section, and it is by garland node 34 and bearing garland
35 are constituted, and the garland node 34 is connected by garland tie-rod 36 with bearing garland 35.
Further, the garland node 34 includes bottom wing listrium 341 and top flange plate 342, and the top flange plate 343 sets
Reinforcement gusset 343, the reinforcement are provided between the top of bottom wing listrium 341, the top flange plate 343 and bottom wing listrium 341
Dividing plate 344 is provided with the middle of gusset 342, the edge between the top flange plate 342 and bottom wing listrium 341 is connected by web 345.
Further, the tension inner ring is made up of upper inner ring 21, lower inner ring 22, rigid bracing 23 and oblique drag-line 24, institute
Upper inner ring 21 is stated located at the top of lower inner ring 22, the rigid bracing 23 is located between upper inner ring 21 and lower inner ring 22, it is described oblique
To the oblique pull of drag-line 24 on the diagonal of two rigid bracings 23.
Further, steel pipe truss is provided with the compression outer shroud, the steel pipe truss forms entirety with side support structure.
Further, the roof sections are made up of and Cable-Membrane Structures for Roof is constituted, the layer that winds up the layer that winds up, lower edge layer
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, and drag-line shape is used between the layer that winds up, lower edge layer
Into double layer structure system, the Cable-Membrane Structures for Roof is located at the top of double-decker system.
Further, the Cable-Membrane Structures for Roof includes cable truss 6 and rope film framework 7, the two ends of the cable truss 6 respectively with
Cover structure 1 and building body 4 are connected, and the rope film framework 7 is on cable truss 6.
Further, the inclined support structure 4 includes steel diagonal brace 51 and steel batter post 52, described one end of steel diagonal brace 4 and outer steel perimeter beam 4
Make movable connection, the other end is fixed on building body 4, one end of the steel batter post 52 is located at two outer steel loops by adjusting button
Between beam 4, the other end is fixed on building body 4, and, the steel batter post 52 is between two steel diagonal braces 51.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
Protection domain of the present utility model.
Claims (8)
1. a kind of " garland " steel structure system for stadium periphery, it is characterised in that：Including：Cover structure（1）And roof system
Structure（2）, wherein, the cover structure（1）It is garland structural system（3）；
The garland structural system（3）Including garland structure（31）, the garland structure（31）Top be provided with outer steel perimeter beam
（32）, the garland structure（31）With outer steel perimeter beam（32）Between by steel pipe of encorbelmenting（33）Connection, the cover structure（1）If
In building body（4）Periphery；
The roof structure（2）It is made up of tension inner ring, compression outer shroud and roofing, tensioning system, institute is provided with the roofing
State tensioning system to be located between tension inner ring, compression outer shroud, three forms balanced structure system, the roof structure（2）It is located at
Cover structure（1）Top, and, the roof structure（2）And cover structure（1）Between pass through inclined support structure（5）Connection.
2. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The garland
Structure（31）It is the garland structure of box-type section, it is by garland node（34）With bearing garland（35）Constitute, the garland node
（34）By garland tie-rod（36）With bearing garland（35）Connection.
3. " garland " steel structure system for stadium periphery according to claim 2, it is characterised in that：The garland
Node（34）Including bottom wing listrium（341）And top flange plate（342）, the top flange plate（342）Located at bottom wing listrium（341）'s
Top, the top flange plate（342）With bottom wing listrium（341）Between be provided with reinforcement gusset（343）, the reinforcement gusset（343）
Centre is provided with dividing plate（344）, the top flange plate（342）With bottom wing listrium（341）Between edge pass through web（345）Even
Connect.
4. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The tension
Inner ring is by upper inner ring（21）, lower inner ring（22）, rigid bracing（23）With oblique drag-line（24）Composition, the upper inner ring（21）It is located at
Lower inner ring（22）Top, the rigid bracing（23）Located at upper inner ring（21）And lower inner ring（22）Between, the oblique drag-line
（24）Oblique pull is in two rigid bracings（23）Diagonal on.
5. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The compression
Steel pipe truss is provided with outer shroud, the steel pipe truss forms entirety with side support structure.
6. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The roofing
Part is by the layer that winds up, lower edge layer is constituted and Cable-Membrane Structures for Roof is constituted, and the layer that winds up is made up of network rope net, described
Lower edge is stayed structure of the rib to arrangement, and double-decker system, the roof system are formed with drag-line between the layer that winds up, lower edge layer
Cable-membrane analysis are located at the top of double-decker system.
7. " garland " steel structure system for stadium periphery according to claim 5, it is characterised in that：The roof system
Cable-membrane analysis include cable truss（6）With rope film framework（7）, the cable truss（6）Two ends respectively with cover structure（1）And building
Main body（4）Connection, the rope film framework（7）Located at cable truss（6）On.
8. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The diagonal brace
Structure（5）Including steel diagonal brace（51）With steel batter post（52）, the steel diagonal brace（51）One end and outer steel perimeter beam（32）Make movable company
Connect, the other end is fixed on building body（4）On, the steel batter post（52）One end by adjusting button be located at two outer steel perimeter beams（32）
Between, the other end is fixed on building body（4）On, and, the steel batter post（52）Located at two steel diagonal braces（51）Between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621395422.4U CN206279621U (en) | 2016-12-19 | 2016-12-19 | A kind of " garland " steel structure system for stadium periphery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621395422.4U CN206279621U (en) | 2016-12-19 | 2016-12-19 | A kind of " garland " steel structure system for stadium periphery |
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| Publication Number | Publication Date |
|---|---|
| CN206279621U true CN206279621U (en) | 2017-06-27 |
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ID=59073679
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621395422.4U Active CN206279621U (en) | 2016-12-19 | 2016-12-19 | A kind of " garland " steel structure system for stadium periphery |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522364A (en) * | 2016-12-19 | 2017-03-22 | 江苏沪宁钢机股份有限公司 | Garland steel structure system for periphery of stadium and installation technique of garland steel structure system |
| CN109113181A (en) * | 2018-08-27 | 2019-01-01 | 上海交通大学 | It is a kind of to step up the rectangular inner ring shape of a saddle bilayer cable-strut tensile structure of layer connection greatly |
| CN113107131A (en) * | 2021-04-19 | 2021-07-13 | 浙大城市学院 | Inner ring intersected external cantilever large-span arc-shaped variable-cross-section box type steel beam structure and forming method |
| CN116556521A (en) * | 2023-07-11 | 2023-08-08 | 北京建工四建工程建设有限公司 | Construction method of limit high-span ratio steel structure collaborative stress deformation-resistant floor structure |
-
2016
- 2016-12-19 CN CN201621395422.4U patent/CN206279621U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522364A (en) * | 2016-12-19 | 2017-03-22 | 江苏沪宁钢机股份有限公司 | Garland steel structure system for periphery of stadium and installation technique of garland steel structure system |
| CN109113181A (en) * | 2018-08-27 | 2019-01-01 | 上海交通大学 | It is a kind of to step up the rectangular inner ring shape of a saddle bilayer cable-strut tensile structure of layer connection greatly |
| CN113107131A (en) * | 2021-04-19 | 2021-07-13 | 浙大城市学院 | Inner ring intersected external cantilever large-span arc-shaped variable-cross-section box type steel beam structure and forming method |
| CN116556521A (en) * | 2023-07-11 | 2023-08-08 | 北京建工四建工程建设有限公司 | Construction method of limit high-span ratio steel structure collaborative stress deformation-resistant floor structure |
| CN116556521B (en) * | 2023-07-11 | 2023-09-22 | 北京建工四建工程建设有限公司 | Construction method of limit high-span ratio steel structure collaborative stress deformation-resistant floor structure |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |
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| CP02 | Change in the address of a patent holder |