CN221276850U - DOME's steel construction system - Google Patents
DOME's steel construction system Download PDFInfo
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- CN221276850U CN221276850U CN202322929672.8U CN202322929672U CN221276850U CN 221276850 U CN221276850 U CN 221276850U CN 202322929672 U CN202322929672 U CN 202322929672U CN 221276850 U CN221276850 U CN 221276850U
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- flat plate
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Abstract
本申请涉及钢结构的领域，尤其是涉及一种DOME的钢结构系统，包括数圈呈水平的平板单元、连接于每个平板单元的两组支腿，每圈平板单元所在圆周半径不同，相邻两圈平板单元呈错位布置，每圈的平板单元的支腿和相邻一圈的平板单元的支腿进行连接，每圈中相邻两个平板单元之间进行玻璃幕墙的安装，以便钢结构以及玻璃幕墙的整体施工的进行。
The present application relates to the field of steel structure, and in particular to a steel structure system of DOME, comprising several circles of horizontal flat plate units, two groups of legs connected to each flat plate unit, the circumference radius of each circle of flat plate units is different, two adjacent circles of flat plate units are staggered, the legs of each circle of flat plate units are connected to the legs of the adjacent circle of flat plate units, and glass curtain walls are installed between two adjacent flat plate units in each circle, so as to carry out the overall construction of the steel structure and the glass curtain wall.
Description
Technical Field
The application relates to the field of steel structures, in particular to a DOME steel structure system.
Background
The DOME type steel structure is a DOME type steel structure, and has a special structure with a large horizontal bottom area and a small horizontal top area. The glass curtain wall is generally installed in the steel structure so as to promote the integral lighting in the built building.
For example, a glass dome with a special steel structure with the existing bulletin number of CN217630468U has an approximately spherical surface on the surface of the whole steel structure, and then the glass curtain wall needs to be installed on the arc-shaped steel structure, and the glass curtain wall also needs to be designed to be arc-shaped according to the needs.
In the related art, the arc-shaped glass curtain wall is installed on the arc-shaped steel structure, and the construction difficulty is high.
Disclosure of utility model
In order to reduce construction difficulty, the application provides a DOME steel structure system.
The steel structure system of the DOME provided by the application adopts the following technical scheme:
The utility model provides a steel construction system of DOME, is horizontal dull and stereotyped unit including several circles, connect in two sets of landing legs of every dull and stereotyped unit, every circle dull and stereotyped unit place circumference radius difference, and adjacent two circles dull and stereotyped units are dislocation arrangement, and the landing leg of every circle dull and stereotyped unit and the landing leg of adjacent circle dull and stereotyped unit are connected, carries out glass curtain wall's installation between the adjacent two dull and stereotyped units in every circle.
Through adopting above-mentioned technical scheme for when whole steel construction is dome, the horizontally setting of dull and stereotyped unit makes whole steel construction set up more convenient, and when installing the glass curtain wall in two adjacent dull and stereotyped units of every round, because two adjacent circles dull and stereotyped units are dislocation set, can assist the installation through the dull and stereotyped unit of height low or height for this reason, so that the construction.
Optionally, two supporting legs are arranged in each group, and the two supporting legs in the same group are located on two opposite sides of the flat plate unit in a one-to-one correspondence manner.
By adopting the technical scheme, the flat plate unit is stably supported, so that the steel structure is better integrated.
Optionally, the supporting leg is inclined, the supporting leg at one end of the flat plate unit close to the circle center of the flat plate unit is inclined upwards, and the supporting leg at one end of the flat plate unit far from the circle center of the flat plate unit is inclined downwards.
Through adopting above-mentioned technical scheme to be the dome design in better adaptation steel construction, make the landing leg along self slope length direction when transmitting whole load, be difficult for deformation more.
Optionally, each upward-inclined supporting leg comprises two flat blocks connected with the corresponding flat plate unit, an upper inclined rod fixedly connected with the two flat blocks in a one-to-one correspondence manner, and an upper inclined diagonal rod fixedly connected with one flat block and the flat plate unit.
Through adopting above-mentioned technical scheme for when constructing, the flatbed can be placed together with the dull and stereotyped unit on corresponding installing support, make the dull and stereotyped unit set up the one end department of the landing leg of upwards inclining be difficult for appearing the slope more, and the flatbed also makes the landing leg between two dull and stereotyped units that are not on same radial line can carry out the connection setting of most on same straight line.
Optionally, each downward-inclined supporting leg comprises two downward inclined rods fixedly connected to the corresponding flat plate unit, and a downward inclined diagonal rod fixedly connected to one of the downward inclined rods and the flat plate unit, wherein the downward inclined diagonal rod can be connected with the upward inclined diagonal rod and is close to a diagonal line of a rectangular structure formed by the two connected supporting legs.
Through adopting above-mentioned technical scheme, dull and stereotyped unit setting downward sloping landing leg one end department is because downward sloping landing leg can connect in the upward sloping landing leg of other dull and stereotyped units of close for dull and stereotyped unit setting downward sloping landing leg one end department does not need to set up the flatbed and also can obtain better stability, and the setting of lower diagonal pole and upward diagonal pole makes the joint strength between two landing legs and bears load intensity obtain better promotion.
Optionally, the two adjacent rings of the supporting legs of the flat plate units are connected through bolts, and each flat plate unit is connected with the corresponding supporting leg through welding.
Through adopting above-mentioned technical scheme for firm connection is carried out between landing leg and the dull and stereotyped unit that corresponds, makes whole prefabrication installation between every dull and stereotyped unit and the corresponding landing leg, then hoist and mount every dull and stereotyped unit and the landing leg that corresponds on the spot, uses the bolt to carry out the erection joint between the landing leg, so that the installation of modularization.
Optionally, the support legs are located at the side edges of the flat plate unit in the length direction, and the length of each support leg connected to the side edge of the flat plate unit is half of the length of the flat plate unit.
By adopting the technical scheme, the projections of the two circles of flat plate units of the middle interval circle of flat plate units on the horizontal plane are close to each other, and the support strength of the support leg is improved, and meanwhile, the modularized installation of each flat plate unit is facilitated.
Optionally, the horizontal surface of the flat plate unit is provided with a weight-reducing plate opening in a penetrating mode.
By adopting the technical scheme, the weight of the flat plate unit is not easy to be too large, and the overall load of the steel structure is reduced.
In summary, the present application includes at least one of the following beneficial effects:
1. When the glass curtain wall in each circle of two adjacent flat plate units is installed, the two adjacent circles of flat plate units are arranged in a staggered mode, so that the auxiliary installation can be carried out by the flat plate units with low height or high height, and the construction is facilitated;
2. And (3) integrally prefabricating and installing each flat plate unit and the corresponding supporting leg, hoisting each flat plate unit and the corresponding supporting leg on site, and installing and connecting the supporting legs by using bolts so as to realize modularized installation.
Drawings
Fig. 1 is a schematic view of the structure of the three-turn flat panel unit of the present application after being mounted.
Reference numerals illustrate: 1. a flat plate unit; 2. a support leg; 3. a weight-reducing plate opening; 31. a flat block; 32. an upper diagonal rod; 33. an upper diagonal rod; 34. a lower diagonal rod; 35. a lower diagonal rod; 36. an installation area; 37. and the support leg opening.
Detailed Description
The present application will be described in further detail with reference to the accompanying drawings.
The embodiment of the application discloses a steel structure system of DOME (data object equipment), which comprises a plurality of circles of flat plate units 1 with the same vertical circular center line, wherein a plurality of each circle of flat plate units 1 are uniformly distributed around the vertical circular center line, the height of each circle of flat plate units 1 is different, the smaller the radius of the circumference of the flat plate unit 1 with the higher height is, one end of the length direction of each flat plate unit 1 faces the circular center of the flat plate unit 1 with the corresponding circle, and the upper surface of the flat plate unit 1 is provided with a weight-reducing plate opening 3 in a penetrating way along the vertical direction.
Referring to fig. 1, each flat plate unit 1 is fixedly connected with two sets of supporting legs 2 in a welding manner, each set of supporting legs 2 is fixed on two sides of the flat plate unit 1 in the length direction, the length of the horizontal side of each supporting leg 2 connected to the flat plate unit 1 is half of that of the flat plate unit 1, the supporting legs 2 of one end of the flat plate unit 1, which is close to the circular line of the flat plate unit 1, incline upwards, the supporting legs 2 of one end of the flat plate unit 1, which is far away from the circular line of the flat plate unit 1, incline downwards, and the supporting legs 2 of one flat plate unit 1 inclining upwards and the supporting legs 2 of the other flat plate unit 1 with high height incline downwards are connected through bolts. Four flat units 1 and corresponding supporting legs 2 enclose an approximately diamond-shaped installation area 36, and the installation area 36 is used for installing a glass curtain wall.
Referring to fig. 1, each of the upward-inclined legs 2 includes two flat blocks 31 fixedly connected to the vertical side surface of the flat plate unit 1 in the length direction, the bottom surface of each flat block 31 is flush with the horizontal bottom surface of the flat plate unit 1, the two flat blocks 31 are fixedly connected with upward-inclined upper diagonal rods 32, and an upward-inclined upper diagonal rod 33 is fixedly connected between one flat block 31 and the flat plate unit 1. Each downward-inclined supporting leg 2 comprises a lower inclined rod 34 fixedly connected to the vertical side surface where the length direction of the flat plate unit 1 is located, the lower inclined rod 34 is inclined downwards, a downward-inclined diagonal rod 35 is fixedly connected between one lower inclined rod 34 and the flat plate unit 1, the upper inclined rods 32 and the lower inclined rods 34 of the two connected supporting legs 2 are correspondingly connected, the upper diagonal rods 33 and the lower diagonal rods 35 are connected, the two connected supporting legs 2 form a rectangular supporting leg opening 37, and the straight line where the lower diagonal rods 35 and the upper diagonal rods 33 are located is the diagonal line of the supporting leg opening 37.
The implementation principle of the steel structure system of the DOME of the embodiment of the application is as follows: each flat plate unit 1 is installed in a modularized mode through two groups of corresponding supporting legs 2, and when the glass curtain wall of the installation area 36 is installed, auxiliary construction can be conducted on four flat plate units 1 corresponding to the installation area 36, so that convenience is brought.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (8)
1. A steel structural system of DOME, characterized by: including several circles be horizontal flat plate unit (1), connect in two sets of landing leg (2) of every flat plate unit (1), every circle flat plate unit (1) place circumference radius difference, adjacent two circles flat plate unit (1) are dislocation arrangement, landing leg (2) of every circle flat plate unit (1) and landing leg (2) of adjacent round flat plate unit (1) are connected, carry out glass curtain wall's installation between every circle adjacent two flat plate unit (1).
2. A steel structural system of DOME according to claim 1, characterized in that: each group of the supporting legs (2) is provided with two supporting legs (2), and the two supporting legs (2) in the same group are located on two opposite sides of the flat plate unit (1) in a one-to-one correspondence mode.
3. A steel structural system of DOME according to claim 1, characterized in that: the landing leg (2) is inclined, the landing leg (2) positioned at one end of the flat plate unit (1) close to the circle center of the flat plate unit (1) is inclined upwards, and the landing leg (2) positioned at one end of the flat plate unit (1) far away from the circle center of the flat plate unit (1) is inclined downwards.
4. A steel structural system of DOME according to claim 3, characterized in that: each upward-inclined supporting leg (2) comprises two flat blocks (31) connected to the corresponding flat plate unit (1), an upper inclined rod (32) fixedly connected to the two flat blocks (31) in a one-to-one correspondence manner, and an upper inclined diagonal rod (33) fixedly connected to one flat block (31) and the flat plate unit (1).
5. A steel structural system of DOME according to claim 4 and wherein: each downward-inclined supporting leg (2) comprises two lower inclined rods (34) fixedly connected with the corresponding flat plate unit (1), and lower inclined diagonal rods (35) fixedly connected with one lower inclined rod (34) and the flat plate unit (1), wherein the lower inclined diagonal rods (35) can be connected with the upper inclined diagonal rods (33) and are close to diagonal lines of a rectangular structure formed by the two connected supporting legs (2).
6. A steel structural system of DOME according to claim 1, characterized in that: the two adjacent circles of the supporting legs (2) of the flat plate units (1) are connected through bolts, and each flat plate unit (1) is connected with the corresponding supporting leg (2) through welding.
7. A steel structural system of DOME according to claim 1, characterized in that: the support legs (2) are located at the side edges of the flat plate unit (1) in the length direction, and the length of each support leg (2) connected to the side edge of the flat plate unit (1) is half of the length of the flat plate unit (1).
8. A steel structural system of DOME according to claim 1, characterized in that: the horizontal surface of the flat plate unit (1) is provided with a weight-reducing plate opening (3) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322929672.8U CN221276850U (en) | 2023-10-30 | 2023-10-30 | DOME's steel construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322929672.8U CN221276850U (en) | 2023-10-30 | 2023-10-30 | DOME's steel construction system |
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| Publication Number | Publication Date |
|---|---|
| CN221276850U true CN221276850U (en) | 2024-07-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202322929672.8U Active CN221276850U (en) | 2023-10-30 | 2023-10-30 | DOME's steel construction system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386015A (en) * | 2023-10-30 | 2024-01-12 | 中国建筑工程(澳门)有限公司 | A DOME steel structure system and its construction method |
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2023
- 2023-10-30 CN CN202322929672.8U patent/CN221276850U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386015A (en) * | 2023-10-30 | 2024-01-12 | 中国建筑工程(澳门)有限公司 | A DOME steel structure system and its construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 519000 Guangdong Province, Hengqin New Area, Zhuhai City, No. 6 Baohua Road, Room 105-69271 (Concentrated Office Area) Patentee after: China Construction Engineering (Macao) Co.,Ltd. Country or region after: China Patentee after: Far East Intelligent Manufacturing (Zhuhai) Co.,Ltd. Patentee after: Far East Curtain Wall (Macau) Co.,Ltd. Country or region after: Macao, China Address before: 519000 Guangdong Province, Hengqin New Area, Zhuhai City, No. 6 Baohua Road, Room 105-69271 (Concentrated Office Area) Patentee before: China Construction Engineering (Macao) Co.,Ltd. Country or region before: China Patentee before: Far east curtain wall (Zhuhai) Co.,Ltd. Patentee before: Far East Curtain Wall (Macau) Co.,Ltd. Country or region before: Macao, China |
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| CP03 | Change of name, title or address |