CN208056308U - A kind of dome structure for exempting from support installation - Google Patents
A kind of dome structure for exempting from support installation Download PDFInfo
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- CN208056308U CN208056308U CN201820357411.XU CN201820357411U CN208056308U CN 208056308 U CN208056308 U CN 208056308U CN 201820357411 U CN201820357411 U CN 201820357411U CN 208056308 U CN208056308 U CN 208056308U
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- dome
- exempting
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- group
- support installation
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Abstract
The utility model discloses a kind of dome structure for exempting from support installation, including interior dome and outer dome, the interior dome includes the first arc network, and the outer dome includes top level structure, sandwich and the second arc network；The first arc network upper end is connected by the Core Walls Structure of connecting elements and architecture noumenon, the sandwich is arranged above Core Walls Structure, the top level structure is connect by one group of support column with Core Walls Structure, and the sandwich periphery is equipped with truss structure and is connect with the second arc network by truss structure；Its reasonable design, firm in structure, bearing capacity is good, and its own structure has formed whole frame structure when mounted, therefore can not need temporary support, simplifies work progress, improves construction efficiency.
Description
Technical field
The utility model is related to the technical field of architectural engineering, more particularly to a kind of dome structure for exempting from support installation.
Background technology
Structural steelwork be with steel make based on structure, the mainly girder steel made of shaped steel and steel plate etc., steel column, steel
The components such as truss form, and generally use weld seam, bolt or rivet interlacement between each component or component are main building structure classes
One of type.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, bridge, venue, Super High.
In general engineering, steel structure frame usual piecemeal lifting, and be arranged in hoisting process temporary support come into
Row auxiliary installation, to ensure the stability and reliability of each component lifting and installation positioning.But in the installation of dome structure
Cheng Zhong, since the frame structure span of dome is larger, and lower part is Zhongting, and drop is very big, can not set up and remove interim branch
Therefore support is badly in need of a kind of dome structure that can be realized and exempt from support installation.
Utility model content
The purpose of utility model：The utility model discloses a kind of dome structure for exempting from support installation, reasonable design, knot
Structure is firm, bearing capacity is good, and its own structure has formed whole frame structure when mounted, therefore can not need interim
Support, simplifies work progress, improves construction efficiency.
Technical solution：In order to achieve the goal above, the utility model discloses a kind of dome structure for exempting from support installation,
Including interior dome and outer dome, the interior dome includes the first arc network, and the outer dome includes top level structure, interlayer
Structure and the second arc network；The Core Walls Structure that the first arc network upper end passes through connecting elements and architecture noumenon
Connection, the sandwich are arranged above Core Walls Structure, and the top level structure is connect by one group of support column with Core Walls Structure, described
Sandwich periphery is equipped with truss structure and is connect with the second arc network by truss structure.
Further, a kind of above-mentioned dome structure for exempting from support installation, the first arc network include one group
Grid girder and one group of first embedding benefit rod piece for connecting two neighboring grid girder；The grid girder is in latticed.
Further, a kind of above-mentioned dome structure for exempting from support installation, the sandwich are latticed girder steel knot
Structure.
Further, above-mentioned a kind of dome structure for exempting from support installation, the sandwich includes ring frame and friendship
Pitch one group of beam being arranged in ring frame.
Further, above-mentioned a kind of dome structure for exempting from support installation, the top level structure includes central partition, is in ring
Shape array-like is centrally located one group of sector piecemeal of piecemeal periphery, and one group second of the two neighboring fan-shaped piecemeal of connection is embedding
Mend rod piece.
Further, above-mentioned a kind of dome structure for exempting from support installation, the truss structure is in a ring.
Further, a kind of above-mentioned dome structure for exempting from support installation, the second arc network include in ring
Shape array-like is distributed in one group of taper piecemeal of truss structure periphery, and one group of third of the two neighboring taper piecemeal of connection is embedding
Mend rod piece；The taper piecemeal is in latticed.
Further, a kind of above-mentioned dome structure for exempting from support installation, the second arc network are outer surface
With cambered pyramidal structure, the roofing cover top of the second arc network and top level structure formation half elliptic.
Further, above-mentioned a kind of dome structure for exempting from support installation, the first arc network and the second arc
Shape network is single-layer arcuate network, and the inside casing steel column of the first arc network lower end and architecture noumenon connects
It connects；The outline border steel column of the second arc network lower end and architecture noumenon connects.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
（1）Its reasonable design, firm in structure, bearing capacity is good, and its own structure formed when mounted it is whole
Frame structure, therefore temporary support can not be needed, work progress is simplified, construction efficiency is improved.
（2）In lifting, reasonable integral structure is split as each piecemeal, under the premise of meeting tower crane lifting performance,
First piecemeal installs each piecemeal, since piecemeal upper and lower side tie point is to have formed whole frame structure, ensure that and exempts from support peace
Stability when dress and reliability.
Description of the drawings
Fig. 1 is a kind of sectional view of dome structure for exempting from support installation described in the utility model；
Fig. 2 is a kind of explosive view of the outer dome of dome structure for exempting from support installation described in the utility model；
Fig. 3 is a kind of structural schematic diagram of the interior dome of dome structure for exempting from support installation described in the utility model；
Fig. 4 is a kind of structural representation of the top level structure of dome structure for exempting from support installation described in the utility model
Figure；
Fig. 5 is a kind of structural representation of the sandwich of dome structure for exempting from support installation described in the utility model
Figure；
Fig. 6 is a kind of structural representation of the truss structure of dome structure for exempting from support installation described in the utility model
Figure；
Fig. 7 is a kind of knot of the second arc network of dome structure for exempting from support installation described in the utility model
Structure schematic diagram；
In figure：1- the first arc networks, 101- grid girders, the first embedding benefit rod pieces of 102-, 2- top level structures, 201-
Central partition, 202- sector piecemeals, the second embedding benefit rod pieces of 203-, 3- sandwiches, 301- ring frames, 302- beams, 4- second
Arc network, 401- taper piecemeals, the embedding benefit rod piece of 402- thirds, 5- connecting elements, 6- support columns, 7- truss structures, 8-
Core Walls Structure.
Specific implementation mode
Below in conjunction with the accompanying drawings, specific embodiment of the present invention is described in detail.
Embodiment
A kind of dome structure for exempting from support installation of the utility model, as shown in Figures 1 to 7, including interior dome and outer
Dome, the interior dome include the first arc network 1, and the outer dome includes top level structure 2, sandwich 3 and second
Arc network 4；First arc network, 1 upper end is connect by connecting elements 5 with the Core Walls Structure 8 of architecture noumenon,
The sandwich 3 is arranged above Core Walls Structure 8, and the top level structure 2 is connect by one group of support column 6 with Core Walls Structure 8, described
3 periphery of sandwich is equipped with truss structure 7 and is connect with the second arc network 4 by truss structure 7.
First arc network 1 described in the present embodiment includes one group of grid girder 101 and the two neighboring grid of connection
One group of first embedding benefit rod piece 102 of girder；The grid girder 101 is in latticed.
Sandwich 3 described in the present embodiment is latticed steel beam structure.The sandwich 3 includes ring frame
301 and one group of beam 302 arranged in a crossed manner in ring frame 301.
Top level structure 2 described in the present embodiment includes central partition 201, and circular array shape is centrally located piecemeal 201
One group of sector piecemeal 202 of periphery, and connect one group of second embedding benefit rod piece 203 of two neighboring fan-shaped piecemeal.The center
Piecemeal 201 includes the outline border of annular and one group of beam arranged in a crossed manner in ring frame, and the sector piecemeal 202 is in latticed.
Truss structure 7 described in the present embodiment is in a ring.
Second arc network 4 described in the present embodiment is distributed in 7 periphery of truss structure including circular array shape
One group of taper piecemeal 401, and the two neighboring taper piecemeal of connection 401 the embedding benefit rod piece of one group of third 402；The taper piecemeal
401 in latticed.
Second arc network 4 described in the present embodiment is the cambered pyramidal structure of outer surface band, second arc
Shape network 4 and top level structure 2 form the roofing cover top of half elliptic.
First arc network 1 described in the present embodiment and the second arc network 4 are single-layer arcuate grid knot
The inside casing steel column 9 of structure, 1 lower end of the first arc network and architecture noumenon connects；Under the second arc network 4
End is connect with the outline border steel column 10 of architecture noumenon.
In the present embodiment, the support column 6 is round steel tubing string；The top level structure 2 is made of round steel pipe；Sandwich 3
Strut be anchored in the top of Core Walls Structure 8.
It is a kind of in the present embodiment to exempt from that the installation method of the dome structure of installation is supported to include the following steps：
Connecting elements 5 in S1, installation between dome and Core Walls Structure 8 carries out installation positioning in such a way that loose mail lifts；
S2, the first arc network 1 of interior dome is carried out to piecemeal lifting and installation positioning, the process is without using interim
Support；
S3, the first embedding embedding benefit for mending rod piece 102 and installation between interior dome piecemeal are carried out in such a way that loose mail lifts；It is described
Interior dome piecemeal, that is, grid girder 101；
S4, the installation for carrying out sandwich 3；
The installation of S5, the central partition 201 for carrying out top level structure 2 position, and temporary support is arranged in 201 lower part of central partition,
It is supported in sandwich 3；It is carried out at the same time the installation of the support column 6 of top level structure 2；
The installation of S6, one group of sector piecemeal 202 for carrying out top level structure 2 position；
S7, the second embedding installation for mending rod piece 203 between one group of sector piecemeal 202 is carried out；
S8, segmentation install the truss structure 7 of 3 periphery of sandwich；
S9, the piecemeal lifting for carrying out the second arc network 4 and installation positioning；The piecemeal is taper piecemeal 401；
S10, the embedding lifting for mending rod piece 402 of 401 thirds of taper piecemeal is carried out in a manner of loose mail, complete outer dome structure
Installation.
The above is only the preferred embodiment of the utility model, it should be noted that for the ordinary skill of the art
For personnel, without departing from the principle of this utility model, several improvement can also be made, these improvement also should be regarded as this
The protection domain of utility model.
Claims (9)
1. a kind of dome structure for exempting from support installation, it is characterised in that：Including interior dome and outer dome, the interior dome includes
First arc network（1）, the outer dome includes top level structure（2）, sandwich（3）With the second arc network
（4）；The first arc network（1）Upper end passes through connecting elements（5）With the Core Walls Structure of architecture noumenon（8）Connection, it is described
Sandwich（3）It is arranged in Core Walls Structure（8）Top, the top level structure（2）Pass through one group of support column（6）With Core Walls Structure（8）Even
It connects, the sandwich（3）Periphery is equipped with truss structure（7）And pass through truss structure（7）With the second arc network（4）Even
It connects.
2. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The first arc net
Lattice structure（1）Including one group of grid girder（101）With one group of first embedding benefit rod piece for connecting two neighboring grid girder（102）；
The grid girder（101）In latticed.
3. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The sandwich
（3）For latticed steel beam structure.
4. a kind of dome structure for exempting from support installation according to claim 3, it is characterised in that：The sandwich
（3）Including ring frame（301）With arranged in a crossed manner in ring frame（301）One group of interior beam（302）.
5. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The top level structure
（2）Including central partition（201）, circular array shape is centrally located piecemeal（201）One group of sector piecemeal of periphery（202）,
And one group of second embedding benefit rod piece of the two neighboring fan-shaped piecemeal of connection（203）.
6. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The truss structure
（7）In a ring.
7. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The second arc net
Lattice structure（4）It is distributed in truss structure including circular array shape（7）One group of taper piecemeal of periphery（401）, and connection phase
Adjacent two taper piecemeals（401）The embedding benefit rod piece of one group of third（402）；The taper piecemeal（401）In latticed.
8. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The second arc net
Lattice structure（4）For the cambered pyramidal structure of outer surface band, the second arc network（4）And top level structure（2）It is formed
The roofing cover top of half elliptic.
9. a kind of dome structure for exempting from support installation according to claim 1, it is characterised in that：The first arc net
Lattice structure（1）With the second arc network（4）It is single-layer arcuate network, the first arc network（1）Under
The inside casing steel column at end and architecture noumenon（9）Connection；The second arc network（4）The outline border steel column of lower end and architecture noumenon
（10）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820357411.XU CN208056308U (en) | 2018-03-16 | 2018-03-16 | A kind of dome structure for exempting from support installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820357411.XU CN208056308U (en) | 2018-03-16 | 2018-03-16 | A kind of dome structure for exempting from support installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208056308U true CN208056308U (en) | 2018-11-06 |
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ID=63988761
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820357411.XU Active CN208056308U (en) | 2018-03-16 | 2018-03-16 | A kind of dome structure for exempting from support installation |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006280A (en) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | Vertical face arc-shaped steel frame-support-based double-ring combined super-high-rise structure and forming method |
| CN113107101A (en) * | 2021-05-19 | 2021-07-13 | 中建七局安装工程有限公司 | Construction method for oblique crossing connection of broken line steel pipe column and arc box girder based on BIM |
| CN115387526A (en) * | 2022-07-28 | 2022-11-25 | 中建二局安装工程有限公司 | Steel frame-combined steel plate shear wall structure integral structure and construction method thereof |
-
2018
- 2018-03-16 CN CN201820357411.XU patent/CN208056308U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006280A (en) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | Vertical face arc-shaped steel frame-support-based double-ring combined super-high-rise structure and forming method |
| CN113107101A (en) * | 2021-05-19 | 2021-07-13 | 中建七局安装工程有限公司 | Construction method for oblique crossing connection of broken line steel pipe column and arc box girder based on BIM |
| CN115387526A (en) * | 2022-07-28 | 2022-11-25 | 中建二局安装工程有限公司 | Steel frame-combined steel plate shear wall structure integral structure and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| 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 Zhang Zhu Zhen Bai Jia Cun, 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 |