CN109914669A - Dome skeleton connection structure - Google Patents
Dome skeleton connection structure Download PDFInfo
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- CN109914669A CN109914669A CN201910162467.9A CN201910162467A CN109914669A CN 109914669 A CN109914669 A CN 109914669A CN 201910162467 A CN201910162467 A CN 201910162467A CN 109914669 A CN109914669 A CN 109914669A
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- Prior art keywords
- dome
- external connection
- vertical tube
- pipe
- central
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- 238000007789 sealing Methods 0.000 claims abstract description 29
- 210000000038 chest Anatomy 0.000 claims abstract description 22
- 238000003466 welding Methods 0.000 claims abstract description 8
- 238000009434 installation Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 238000005266 casting Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of dome skeleton connection structures, including the dome rib cage to radially distribute and dome central node structure, the dome central node structure includes external connection vertical tube and the external connection vertical tube pipe walls support structure inside external connection vertical tube, the link position that the external connection vertical tube corresponds to dome rib cage is welded with connection otic placode, the dome rib cage connect with connection otic placode and welds with external connection vertical tube tube wall, and the top and bottom of the dome central node structure are closed by sealing plate.Node structure of the present invention is welded by steel pipe, steel plate cutting, it is light-weight, building-site can be completed, and specialized factory's casting is not needed, and the process-cycle is short, it is at low cost, intersection simple shape, equipped with installation otic placode, installation and welding are simple and convenient, node thickness and dome rib cage 100 are close, do not influence the installation of decorative panel.
Description
Technical field
The present invention relates to building field more particularly to a kind of dome skeleton connection structures.
Background technique
It is general at present that using in dome center node, welding is set for dome skeleton connection structure in building field
Then ball is welded on dome rib cage is radial on ball.This way, node sphere, which needs to heat, strikes out hemisphere, welds
At whole ball, processing cost is high, and the process-cycle, long weight was big, and complex process, difficulty of construction is big, and connecting elements is intersection with sphere
Connection, shape cutting is complicated, and sphere has protrusion up and down, may will affect the laying and building effect of panel and finishing material
Fruit.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of novel dome skeleton connection structures, can reduce technique
Difficulty reduces cost and is conducive to finishing material laying.For this purpose, the invention adopts the following technical scheme:
Dome skeleton connection structure, including the dome rib cage to radially distribute and dome central node structure, it is characterised in that
The dome central node structure includes external connection vertical tube and the external connection vertical tube pipe inside external connection vertical tube
Wall support construction, the link position that the external connection vertical tube corresponds to dome rib cage are welded with connection otic placode, the dome rib cage
It connect with connection otic placode and is welded with external connection vertical tube tube wall, the top and bottom of the dome central node structure are by sealing plate
Closing.
On the basis of by adopting the above technical scheme, technical solution further below is also can be used in the present invention, or to this
A little further solution pools use:
The pipe walls support structure is equipped with central vertical pipe and radial pattern is arranged between central vertical pipe and external connection vertical tube
Several support plates, the upper end of the support plate and the upper end of central vertical pipe are higher than external connection vertical tube, the central node structure
Upper-end closing plate include several fan-shaped sealing plates between the sealing plate and central vertical pipe and external connection vertical tube of central vertical pipe, it is fan-shaped
Upper end top, the side of upper end of support plate and the side of central vertical pipe of sealing plate and external connection vertical tube are welded simultaneously.
The diameter of the lower end end-plate of the dome central node structure is greater than the outer diameter of external connection vertical tube, and makes its diameter
To the lower end for protruding from external connection vertical tube, it is described sector sealing plate outside also radially protruding in the upper end of external connection vertical tube；
The dome rib cage matching of the height and heeling condition of the external connection vertical tube.
End-plate is closed under the bottom end monolith of the dome central node structure；Central vertical pipe bottom end, support plate and outer
Portion connection vertical tube bottom end flushes, and the bottom end of lower end-plate and external connection vertical tube, central vertical pipe and support plate is welded.
The upper end of the support plate and the upper end of central vertical pipe are more slightly higher than the fan-shaped sealing plate on external connection vertical tube.
The upper end of the support plate and the upper end of central vertical pipe flush, and the diameter of the sealing plate of central vertical pipe is greater than central vertical pipe
Outer diameter, and make its radially protruding in the upper end of central vertical pipe, the sealing plate of central vertical pipe not only welded with central vertical pipe but also with support
It welds the upper end of plate.
Due to using technical solution of the present invention, node structure is welded by steel pipe, steel plate cutting, light-weight, building site
Scene can complete, and not need specialized factory's casting, and the process-cycle is short, at low cost, intersection simple shape, is furnished with mounting ear
Plate, installation and welding are simple and convenient, and node thickness and dome rib cage 100 are close, do not influence the installation of decorative panel.
Detailed description of the invention
Fig. 1 is the top view of dome skeleton connection structure embodiment provided by the present invention.
Fig. 2, which is that the node of the embodiment of dome skeleton connection structure provided by the present invention is perpendicular, cuts open figure.
Fig. 3 is the main view of the lower sealing plate of the embodiment of dome skeleton connection structure provided by the present invention.
Fig. 4 is the main view of the fan-shaped sealing plate of the embodiment of dome skeleton connection structure provided by the present invention.
Fig. 5 is the main view of the otic placode of the embodiment of dome skeleton connection structure provided by the present invention.
Specific embodiment
Referring to attached drawing.Dome skeleton connection structure provided by the invention, including 100 He of dome rib cage to radially distribute
Dome central node structure.The dome central node structure includes external connection vertical tube 1 and is in external connection vertical tube 1
The link position of the external connection vertical tube pipe walls support structure in portion, the corresponding dome rib cage of the external connection vertical tube 1 is welded with company
Ear connecting plate 2, the dome rib cage 100 connect with connection otic placode and with external connection vertical tube tube wall weld, dome rib cage 100 with
Connection otic placode 2 is connected by threaded screw fasteners, can play the role of pre-determined bit, is then welded again with external connection vertical tube tube wall,
The installation of vault rib bone 100 can be made more accurate, convenient and secured.
The foundation structure being connect with dome rib cage 100 using external connection vertical tube 1 as dome central node structure, no
The connection of dome rib cage 100 is installed more convenient, and compared to sphere, is substantially all in length range and is suitable for and vault
It pushes up rib cage 100 to connect, external connection vertical tube 1 is enabled to accomplish that its height just matches the dome rib cage 100 of heeling condition
With the size of 1 connecting portion of external connection vertical tube, and the top and bottom of dome central node structure can be made to be closed by sealing plate, fitted
In the paving of panel and finishing material, improve and architectural effect and decorative effect.
End-plate 4 is closed under the bottom end monolith of the dome central node structure, and the dome central node structure is set
There is central support structure of the central vertical pipe 3 as external connection vertical tube pipe walls support structure, central vertical pipe 3 is arranged concentrically on outside
It connects inside vertical tube 1, bottom end and central vertical pipe 3 flush, and lower end-plate 4 is welded with the bottom end of external connection vertical tube 1 and central vertical pipe 3
It connects.
Pipe walls support structure further includes several supports that radial pattern is arranged between central vertical pipe 3 and external connection vertical tube 1
Plate 5, the bottom end of support plate 5 are also flushed with external connection vertical tube 1, and lower end-plate 4 is also welded with the bottom end of support plate 5.
The upper end of the support plate 5 and the upper end of central vertical pipe 3 are higher than the upper end of external connection vertical tube 1, in this way, top
Sealing plate can weld simultaneously with the upper end top of external connection vertical tube 1, and the side with the upper side of support plate 5 and central vertical pipe 3
Face welding, that is, facilitate welding to install, meanwhile, and the bending deformation of support plate 5 can be prevented, centered on raising central vertical pipe 3
The support effect of support construction and integrally-built stability.
As shown, for the sealing plate of upper end in the sealing plate of the dome central node structure, the envelope including central vertical pipe 3
Plate 61 and several fan-shaped sealing plates 62 between central vertical pipe 3 and external connection vertical tube 1.Fan-shaped sealing plate 62 and external connection are perpendicular
Upper end top, the side of upper end of support plate 5 and the side of central vertical pipe 3 of pipe 1 are welded simultaneously.
The diameter of lower end-plate 4 is greater than the outer diameter of external connection vertical tube 1, and makes on the outside of it 40 to protrude from external connection vertical tube
The outside 620 of 1 lower end, the sector sealing plate 62 also protrudes from the upper end of external connection vertical tube 1, so that central node structure phase
Than in previous spherical structure, moreover it is possible to form the protection to 100 connecting node of dome rib cage.
The upper end of the support plate 5 and the upper end of central vertical pipe 3 are more slightly higher than the fan-shaped sealing plate 4 on external connection vertical tube 1, full
Sufficient side welding.The upper end of the support plate 5 and the upper end of central vertical pipe 3 flush, the diameter of the sealing plate 61 of central vertical pipe 3
Greater than the outer diameter of central vertical pipe 3, and make on the outside of it 610 radially protrudings in the upper end of central vertical pipe 3, the sealing plate 61 of central vertical pipe 3
Not only it welds with central vertical pipe 3 but also is welded with the upper end of support plate, in this way, appearance is made both to be more conducive to decorating, meanwhile, support
The root connection structure of plate is firmer, further increases the globality of structure.
Above is only a specific embodiment of the present invention, but structure feature of the invention is not limited thereto, Ren Heben
Within the field of the present invention, made changes or modifications all cover within the protection scope of the present invention the technical staff in field.
Claims (6)
1. dome skeleton connection structure exists including the dome rib cage to radially distribute and dome central node structure, feature
In the dome central node structure include external connection vertical tube and the external connection vertical tube inside external connection vertical tube
Pipe walls support structure, the link position that the external connection vertical tube corresponds to dome rib cage are welded with connection otic placode, the vault rib
Bone connect with connection otic placode and welds with external connection vertical tube tube wall, and the top and bottom of the dome central node structure are by sealing
Plate closing.
2. dome skeleton connection structure as described in claim 1, it is characterised in that the pipe walls support structure is perpendicular equipped with center
Pipe and radial pattern are arranged in several support plates between central vertical pipe and external connection vertical tube, the upper end of the support plate and in
The upper end of heart vertical tube is higher than external connection vertical tube, the upper-end closing plate of the central node structure include central vertical pipe sealing plate and
At the top of the upper end of several fan-shaped sealing plates between central vertical pipe and external connection vertical tube, fan-shaped sealing plate and external connection vertical tube, prop up
The side of the upper end of fagging and the side of central vertical pipe are welded simultaneously.
3. dome skeleton connection structure as claimed in claim 2, it is characterised in that under the dome central node structure
It holds the diameter of end-plate to be greater than the outer diameter of external connection vertical tube, and makes its radially protruding in the lower end of external connection vertical tube, it is described
The outside of fan-shaped sealing plate also radially protruding in the upper end of external connection vertical tube；The height and heeling condition of the external connection vertical tube
Dome rib cage matching.
4. dome skeleton connection structure as claimed in claim 2, it is characterised in that the bottom of the dome central node structure
End-plate is closed under the monolith of end；Central vertical pipe bottom end, support plate are flushed with external connection vertical tube bottom end, lower end-plate and outside
Connect the bottom end welding of vertical tube, central vertical pipe and support plate.
5. dome skeleton connection structure as claimed in claim 2, it is characterised in that the upper end and center of the support plate are perpendicular
The upper end of pipe is more slightly higher than the fan-shaped sealing plate on external connection vertical tube.
6. dome skeleton connection structure as claimed in claim 2, it is characterised in that the upper end and center of the support plate are perpendicular
The upper end of pipe flushes, and the diameter of the sealing plate of central vertical pipe is greater than the outer diameter of central vertical pipe, and makes its radially protruding in central vertical pipe
Upper end, the sealing plate of central vertical pipe not only with central vertical pipe weld again with the upper end of support plate welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910162467.9A CN109914669A (en) | 2019-03-05 | 2019-03-05 | Dome skeleton connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910162467.9A CN109914669A (en) | 2019-03-05 | 2019-03-05 | Dome skeleton connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109914669A true CN109914669A (en) | 2019-06-21 |
Family
ID=66963238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910162467.9A Pending CN109914669A (en) | 2019-03-05 | 2019-03-05 | Dome skeleton connection structure |
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| Country | Link |
|---|---|
| CN (1) | CN109914669A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007239388A (en) * | 2006-03-10 | 2007-09-20 | Naoyuki Ehata | Fitting for constructing dome and dome construction method |
| JP2007291730A (en) * | 2006-04-25 | 2007-11-08 | R C Koa:Kk | Domy building |
| US20080236057A1 (en) * | 2007-03-26 | 2008-10-02 | Mccarty Gerald Joseph | Dome Kit, Structure and Method |
| CN102561526A (en) * | 2012-01-19 | 2012-07-11 | 东南大学 | Error adjustable centering node for space grid structure |
| KR20130094056A (en) * | 2012-02-15 | 2013-08-23 | (주)칸돔건축 | A frame for a dome structure |
| CN204252276U (en) * | 2014-10-29 | 2015-04-08 | 中建五局第三建设有限公司 | Dome steel construction pressure ring structure |
| CN206053167U (en) * | 2016-07-05 | 2017-03-29 | 广州江河幕墙***工程有限公司 | The attachment structure of steel construction at the top of a kind of vaulted canopy of hyperbolic |
| CN207314628U (en) * | 2017-10-23 | 2018-05-04 | 青岛义和钢构有限公司 | A kind of steel structure dome |
| KR20180048002A (en) * | 2016-11-02 | 2018-05-10 | 주식회사 에이엠티 | Assembly dome screen |
| CN207453105U (en) * | 2017-10-23 | 2018-06-05 | 深圳市山月园园艺有限公司 | A kind of transparent board mounting structure for setting room dome |
| CN210086615U (en) * | 2019-03-05 | 2020-02-18 | 浙江中南幕墙科技股份有限公司 | Dome framework connecting structure |
-
2019
- 2019-03-05 CN CN201910162467.9A patent/CN109914669A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007239388A (en) * | 2006-03-10 | 2007-09-20 | Naoyuki Ehata | Fitting for constructing dome and dome construction method |
| JP2007291730A (en) * | 2006-04-25 | 2007-11-08 | R C Koa:Kk | Domy building |
| US20080236057A1 (en) * | 2007-03-26 | 2008-10-02 | Mccarty Gerald Joseph | Dome Kit, Structure and Method |
| CN102561526A (en) * | 2012-01-19 | 2012-07-11 | 东南大学 | Error adjustable centering node for space grid structure |
| KR20130094056A (en) * | 2012-02-15 | 2013-08-23 | (주)칸돔건축 | A frame for a dome structure |
| CN204252276U (en) * | 2014-10-29 | 2015-04-08 | 中建五局第三建设有限公司 | Dome steel construction pressure ring structure |
| CN206053167U (en) * | 2016-07-05 | 2017-03-29 | 广州江河幕墙***工程有限公司 | The attachment structure of steel construction at the top of a kind of vaulted canopy of hyperbolic |
| KR20180048002A (en) * | 2016-11-02 | 2018-05-10 | 주식회사 에이엠티 | Assembly dome screen |
| CN207314628U (en) * | 2017-10-23 | 2018-05-04 | 青岛义和钢构有限公司 | A kind of steel structure dome |
| CN207453105U (en) * | 2017-10-23 | 2018-06-05 | 深圳市山月园园艺有限公司 | A kind of transparent board mounting structure for setting room dome |
| CN210086615U (en) * | 2019-03-05 | 2020-02-18 | 浙江中南幕墙科技股份有限公司 | Dome framework connecting structure |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20230619 Address after: 311221 Floor 1, Building 518, Xingle Road, Dangwan Town, Xiaoshan District, Hangzhou, Zhejiang Applicant after: Zhejiang Zhongnan Photovoltaic Curtain Wall Technology Co.,Ltd. Address before: No.245, BINKANG Road, Binjiang District, Hangzhou, Zhejiang 310000 Applicant before: ZHEJIANG ZHONGNAN CURTAIN WALL TECHNOLOGY CO.,LTD. |
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| TA01 | Transfer of patent application right |