CN203222917U - Novel archaistic slope roof of net rack structure - Google Patents
Novel archaistic slope roof of net rack structure Download PDFInfo
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- CN203222917U CN203222917U CN 201320194003 CN201320194003U CN203222917U CN 203222917 U CN203222917 U CN 203222917U CN 201320194003 CN201320194003 CN 201320194003 CN 201320194003 U CN201320194003 U CN 201320194003U CN 203222917 U CN203222917 U CN 203222917U
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- rack structure
- net rack
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- bolt
- truss structure
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 230000007246 mechanism Effects 0.000 claims abstract description 20
- 241001149930 Protura <class> Species 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000007789 sealing Methods 0.000 abstract 1
- 239000000725 suspension Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
The utility model relates to a net rack structure, in particular to a novel archaistic slope roof of the net rack structure. The novel archaistic slope roof of the net rack structure mainly solves the technical problems that when a net rack structure existing in the prior art is used for constructing an archaistic slope roof, construction is complex, installation is not easy, and connection is not firm and can not be regulated. The novel archaistic slope roof of the net rack structure comprises bolt spheres (1) and steel pipes (2), wherein the bolt spheres (1) and the steel pipes (2) form the net rack structure shaped like a Chinese character 'ren', first support mechanisms (3) and second support mechanisms (4) are arranged at the bottom of the net rack structure, the middle of the net rack structure contains the bolt spheres, the steel pipes are fixed on the bolt spheres through high-strength bolts (5), a sleeve (7) is fixed outside each high-strength bolt (5) through a pin (6), a sealing plate (8) is arranged between each sleeve and each steel pipe, a purline bracket (9) is fixed on each bolt sphere, and a conical head (10) is arranged at the inner end of at least one steel pipe.
Description
Technical field
The utility model relates to a kind of space truss structure, especially relates to a kind of space truss structure novel pseudo-classic pitched roof.
Background technology
Rack is used very wide in steel work, for example in industry and the roof system (roof truss etc.) of civilian construction and crane girder, bridge, crane, hydraulic gate, offshore oil production platform, uses steel truss always as the main member of load-carrying members.The steel mesh frame of the various types of more employing then belongs to Steel Space Truss in large span public building roof structure.Various types of pylons, as TV, transmission of electricity, drilling well, crane with pylon and mast tower, the Steel Space Truss that three commonly used, four sides or multiaspect plane frame are formed.Chinese patent discloses a kind of suspension truss structure (notice of authorization number: CN 2364009Y), it is mainly by one group of crossbeam, parallel drag-line, suspension cable, tiltedly hoist cable and main hoist cable constitute, some isometric crossbeams that equate with positive equilateral structure limit number, by a client link common node together with each crossbeam with the radial arrangement of equal angles towards periphery of each crossbeam, form one group of covering of the fan structure of evenly arranging, by one group of parallel drag-line it is strained tangential between each crossbeam, parallel drag-line between each crossbeam forms one group of concentric positive equilateral on the total plane, simultaneously, on the above-mentioned covering of the fan of several symmetries between each crossbeam, also be symmetrical arranged the suspension cable that intersects with parallel drag-line, on the vertical direction of positive equilateral structure, one group of oblique hoist cable that is arranged in symmetrically on the crossbeam is set, tiltedly hoist cable draws in vertical direction gradually, compile and be fixed on the lifting pivot point that is positioned on the positive equilateral structure centre vertical line, pivot point then is attached at main hoist cable lower end.It is comparatively complicated when building that but this space truss structure is used for pitched roof modelled after an antique, installs comparatively difficultly, and its connection is more insecure, can't adjust.
The utility model content
The utility model provides a kind of space truss structure novel pseudo-classic pitched roof, it mainly is comparatively complicated when solving the existing in prior technology space truss structure and being used for pitched roof modelled after an antique and building, install comparatively difficultly, and its connection is more insecure, the technical problem that can't adjust etc.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
Space truss structure novel pseudo-classic pitched roof of the present utility model, comprise bolt sphere and steel pipe, described bolt sphere becomes lambdoid space truss structure with steel pipe, the bottom of space truss structure is provided with first seat mechanism, second seat mechanism, the middle part of space truss structure comprises bolt sphere, by high-strength bolt many steel pipes are arranged fixedly on the bolt sphere, fixedly there is sleeve the high-strength bolt outside by pin, be provided with shrouding between sleeve and the steel pipe, the purlin rest is also fixedly arranged on the bolt sphere, have at least the inner of a steel pipe to have conehead.Bolt sphere and steel pole all are a plurality of, thereby can build lambdoid space truss structure.Space truss structure can be passed through first seat mechanism, second seat mechanism is connected with roofing.
As preferably, described first seat mechanism includes embedded board, embedded board is connected with rebound by connector, base-plate is fixedly arranged on the rebound, one side of base-plate is provided with the bearing postive stop baffle, be provided with rubber tile between base-plate and the bearing postive stop baffle, retainer ring has the bearing crossed stiffened plate on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere.Sleeve can prevent bolt sphere wearing and tearing steel pole.By changing the rubber tile of different-thickness, can adjust the position of base-plate.
As preferably, described second seat mechanism includes embedded board, and embedded board is connected with rebound by connector, and base-plate is fixedly arranged on the rebound, and retainer ring has the bearing crossed stiffened plate on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere.
Therefore, space truss structure of the present utility model is comparatively simple when building for pitched roof modelled after an antique, and it is comparatively easy to install, and its connection is comparatively firm, can adjust, simple and reasonable for structure.
Description of drawings
Accompanying drawing 1 is a kind of structural representation of the present utility model;
Accompanying drawing 2 is a kind of structural representations at space truss structure middle part;
Accompanying drawing 3 is a kind of structural representations of first seat mechanism;
Accompanying drawing 4 is a kind of structural representations of second seat mechanism.
Component, position and numbering among the figure: bolt sphere 1, steel pipe 2, first seat mechanism 3, second seat mechanism 4, high-strength bolt 5, pin 6, sleeve 7, shrouding 8, purlin rest 9, conehead 10, embedded board 11, rebound 12, base-plate 13, bearing postive stop baffle 14, rubber tile 15, bearing crossed stiffened plate 16.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: the space truss structure novel pseudo-classic pitched roof that this is routine, as Fig. 1, comprise bolt sphere 1 and steel pipe 2, bolt sphere becomes lambdoid space truss structure with steel pipe, the bottom of space truss structure is provided with first seat mechanism 3, second seat mechanism 4, as Fig. 2, the middle part of space truss structure comprises bolt sphere, by high-strength bolt 5 many steel pipes 6 are arranged fixedly on the bolt sphere, fixedly there is sleeve 8 the high-strength bolt outside by pin 7, be provided with shrouding 9 between sleeve and the steel pipe, purlin rest 10 is also fixedly arranged on the bolt sphere, have at least the inner of a steel pipe to have conehead 11.As Fig. 3, first seat mechanism includes embedded board 12, embedded board is connected with rebound 13 by connector, base-plate 14 is fixedly arranged on the rebound, one side of base-plate is provided with bearing postive stop baffle 15, be provided with rubber tile 16 between base-plate and the bearing postive stop baffle, retainer ring has bearing crossed stiffened plate 17 on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere 1.As Fig. 4, second seat mechanism includes embedded board 12, and embedded board is connected with rebound 13 by connector, and base-plate 14 is fixedly arranged on the rebound, and retainer ring has bearing crossed stiffened plate 17 on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere 1.
The above only is specific embodiment of the utility model, but architectural feature of the present utility model is not limited thereto, any those skilled in the art is in field of the present utility model, and the variation of doing or modification all are encompassed among the claim of the present utility model.
Claims (3)
1. space truss structure novel pseudo-classic pitched roof, comprise bolt sphere (1) and steel pipe (2), it is characterized in that described bolt sphere (1) and steel pipe (2) form lambdoid space truss structure, the bottom of space truss structure is provided with first seat mechanism (3), second seat mechanism (4), the middle part of space truss structure comprises bolt sphere, by high-strength bolt (5) many steel pipes are arranged fixedly on the bolt sphere, high-strength bolt is outside fixedly to have sleeve (7) by pin (6), be provided with shrouding (8) between sleeve and the steel pipe, purlin rest (9) is also fixedly arranged on the bolt sphere, have at least the inner of a steel pipe to have conehead (10).
2. space truss structure novel pseudo-classic pitched roof according to claim 1, it is characterized in that described first seat mechanism (3) includes embedded board (11), embedded board is connected with rebound (12) by connector, base-plate (13) is fixedly arranged on the rebound, one side of base-plate is provided with bearing postive stop baffle (14), be provided with rubber tile (15) between base-plate and the bearing postive stop baffle, retainer ring has bearing crossed stiffened plate (16) on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere (1).
3. space truss structure novel pseudo-classic pitched roof according to claim 1, it is characterized in that described second seat mechanism (4) includes embedded board (11), embedded board is connected with rebound (12) by connector, base-plate (13) is fixedly arranged on the rebound, retainer ring has bearing crossed stiffened plate (16) on the base-plate, and bearing crossed stiffened plate top is provided with bolt sphere (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320194003 CN203222917U (en) | 2013-04-17 | 2013-04-17 | Novel archaistic slope roof of net rack structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320194003 CN203222917U (en) | 2013-04-17 | 2013-04-17 | Novel archaistic slope roof of net rack structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203222917U true CN203222917U (en) | 2013-10-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320194003 Expired - Fee Related CN203222917U (en) | 2013-04-17 | 2013-04-17 | Novel archaistic slope roof of net rack structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203222917U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804254A (en) * | 2014-12-27 | 2016-07-27 | 哈尔滨聚吉轩科技开发有限公司 | A steel frame connection structure |
| WO2016187800A1 (en) * | 2015-05-26 | 2016-12-01 | 许亮芳 | Metal frame device |
| CN110318470A (en) * | 2019-07-24 | 2019-10-11 | 上海联创设计集团股份有限公司 | Bolt ball joint plate bearing |
| WO2020024281A1 (en) * | 2018-08-03 | 2020-02-06 | 陈敬全 | Universal connector and assembled building structure |
| CN111827028A (en) * | 2020-08-13 | 2020-10-27 | 深圳市宜高体育产业发展有限公司 | Racing track curve structure and assembly mode and application thereof |
| CN112064800A (en) * | 2020-09-21 | 2020-12-11 | 陕西建科建设特种工程有限公司 | Connecting method of net rack sliding support |
-
2013
- 2013-04-17 CN CN 201320194003 patent/CN203222917U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804254A (en) * | 2014-12-27 | 2016-07-27 | 哈尔滨聚吉轩科技开发有限公司 | A steel frame connection structure |
| WO2016187800A1 (en) * | 2015-05-26 | 2016-12-01 | 许亮芳 | Metal frame device |
| WO2020024281A1 (en) * | 2018-08-03 | 2020-02-06 | 陈敬全 | Universal connector and assembled building structure |
| CN110318470A (en) * | 2019-07-24 | 2019-10-11 | 上海联创设计集团股份有限公司 | Bolt ball joint plate bearing |
| CN110318470B (en) * | 2019-07-24 | 2024-11-05 | 上海联创设计集团股份有限公司 | Bolt ball joint flat plate support |
| CN111827028A (en) * | 2020-08-13 | 2020-10-27 | 深圳市宜高体育产业发展有限公司 | Racing track curve structure and assembly mode and application thereof |
| CN112064800A (en) * | 2020-09-21 | 2020-12-11 | 陕西建科建设特种工程有限公司 | Connecting method of net rack sliding support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131002 Termination date: 20160417 |