CN215716012U - Flying saucer type steel structure in entrance hall - Google Patents
Flying saucer type steel structure in entrance hall Download PDFInfo
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- CN215716012U CN215716012U CN202122298389.0U CN202122298389U CN215716012U CN 215716012 U CN215716012 U CN 215716012U CN 202122298389 U CN202122298389 U CN 202122298389U CN 215716012 U CN215716012 U CN 215716012U
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- steel
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- girder
- flying saucer
- box girder
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 215
- 239000010959 steel Substances 0.000 title claims abstract description 215
- 240000002836 Ipomoea tricolor Species 0.000 title claims abstract description 28
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 10
- 239000010935 stainless steel Substances 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 21
- 238000005034 decoration Methods 0.000 claims description 18
- 238000009434 installation Methods 0.000 claims description 9
- 238000005192 partition Methods 0.000 claims description 2
- 230000000712 assembly Effects 0.000 claims 3
- 238000000429 assembly Methods 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 11
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000011265 semifinished product Substances 0.000 abstract 1
- 238000005119 centrifugation Methods 0.000 description 6
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model relates to a flying saucer type steel structure for a hall, which comprises two groups of cantilever steel box girder groups and a central steel column, wherein the two groups of cantilever steel box girder groups are arranged on concrete stand columns, the central steel column is welded at the intersection of the head ends of the two groups of cantilever steel box girder groups, four first radial steel girders arranged according to an annular array are welded on the outer side of the central steel column, a first annular supporting steel ring is fixedly connected to the centrifugal end of each first radial steel girder, twenty-four second radial steel girders are welded on the centrifugal side of each first supporting steel ring, second annular supporting steel rings are welded on the centrifugal ends of the second radial steel girders, and stainless steel decorative panels are arranged on the first supporting steel ring and the second supporting steel rings. The beneficial effects are that: the flying saucer is supported by two groups of overhanging steel box girder groups arranged on the concrete upright posts, so that the flying saucer is in a suspended state, and the flying saucer is designed by adopting a steel structure, can be transported to a construction site for final assembly after being processed into semi-finished products in a factory, and shortens the construction time of the construction site.
Description
Technical Field
The utility model relates to the field of steel structures, in particular to a flying saucer type steel structure for a hall.
Background
Along with the rapid economic construction, people have rich lives, the requirements of people on buildings are not limited to daily living, and aesthetic requirements are generated on the appearance of the buildings.
The existing flying saucer building generally comprises a bearing column arranged on the ground and a flying saucer surface arranged on the bearing column, wherein the bearing column and the flying saucer surface are both poured by concrete steel bars during construction. The problems of heavy structure and long site construction period exist.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the problems in the prior art and provides a flying saucer type steel structure for a hall.
In order to achieve the technical purpose and achieve the technical effect, the utility model is realized by the following technical scheme:
the utility model provides a hall dish-shaped steel construction that flies, includes two sets of steel case roof beam groups of encorbelmenting, a central steel column of installing on the concrete column, the central steel column welding is in the crossing department of two sets of steel case roof beam groups of encorbelmenting head ends, the outside welding of central steel column has four first radial girder steels of arranging according to annular array, the centrifugation end rigid coupling of first radial girder steel has annular first support steel ring of circle, the centrifugation side welding of first support steel ring has twenty four radial girder steels of second, the centrifugation end welding of the radial girder steel of second has annular second support steel ring of circle, install the stainless steel decorative board on first support steel ring and the second support steel ring.
Wherein, stainless steel decorative board is including installing the first installation department on first support steel ring top, being located the first decoration portion of first support steel ring centripetal side, being located the second decoration portion of the radial girder steel below of second, being located the third decoration portion of the centrifugal side of second support steel ring, being located the fourth decoration portion of the radial girder steel top of second, installing the second installation department on first support steel ring top in proper order.
The height of the first decoration part is greater than that of the third decoration part, and the second decoration part is a conical surface with the centrifugal side higher than the centripetal side.
The top of first radial girder steel, the top of first support steel ring, the top of the radial girder steel of second and the top parallel and level of second support steel ring, the top of first installation department and the top parallel and level of central steel column.
Wherein, the radial girder steel side view of second is right trapezoid.
Wherein, every group steel box girder group encorbelments includes a first steel box girder, two second steel box girders, two third steel box girders that are parallel to each other from its head end to its tail end in proper order, the tail end of first steel box girder and the head end welding of two second steel box girders, every the tail end of second steel box girder and the head end welding of a third steel box girder have many first connecting steel girders, two between the two second steel box girders the welding has many second connecting steel girders between the third steel box girder, the plan view of first steel box girder is right trapezoid.
And an inner partition plate is welded in the second steel box girder at a position which is far away from the tail end 1/3 of the second steel box girder, and the top end of the tail part of the second steel box girder and the top end of the third steel box girder are respectively provided with a concrete pouring opening.
And a side supporting steel beam extending out to one side is welded at the welding position of the second steel box beam and the third steel box beam.
The utility model has the beneficial effects that: by installing the central steel column of flying saucer to two sets of steel case roof beam groups of encorbelmenting on the concrete column, first radial girder steel, first support steel ring, the radial girder steel of second, second support steel ring, the stainless steel decorative board supports, make the flying saucer become unsettled state, and adopt the steel construction design, can transport the job site and assemble after the mill processing becomes semi-manufactured goods, shorten the engineering time of job site, and the flying saucer light than pure concrete structure of steel construction is lighter in weight, the reuse can also be retrieved in the steel construction later stage.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the utility model and together with the description serve to explain the utility model without limiting the utility model. In the drawings:
FIG. 1 is a schematic structural diagram of a hall flying saucer type steel structure in a top view in an embodiment of the utility model;
FIG. 2 is a schematic structural diagram of a hall flying saucer type steel structure with a stainless steel veneer removed and viewed from above in an embodiment of the utility model;
fig. 3 is a schematic structural view of the hall flying saucer type steel structure in the embodiment of the utility model in a longitudinal cutting state after the overhanging steel box girder is removed.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
As shown in fig. 1 to 3, a hall flying saucer type steel structure includes two groups of overhanging steel box girder groups 1 mounted on a concrete column 100, and a central steel column 2, wherein the central steel column 2 is welded at the intersection of the head ends of the two groups of overhanging steel box girder groups 1, and the bottom end of the central steel column 2 is lower than the bottom end of the overhanging steel box girder group, but the bottom end of the central steel column is suspended; the outside welding of central steel column 2 has four first radial girder steels 3 that arrange according to annular array, and the centrifugation end rigid coupling of first radial girder steel 3 has annular first support steel ring 4, and the centrifugation side welding of first support steel ring 4 has twenty four radial girder steels 5 of second, and wherein the radial girder steel 5 side view of second is right trapezoid, and the centrifugation end welding of the radial girder steel 5 of second has annular second support steel ring 6, installs stainless steel decorative board 7 on first support steel ring 4 and the second support steel ring 6.
Wherein, central steel column, first radial girder steel, first support steel ring, the radial girder steel of second, second support steel ring, stainless steel decorative board are the steel construction of flying saucer body, and two sets of steel case roof beams of encorbelmenting group are the overhanging type bearing structure of flying saucer main part.
The stainless steel veneer 7 sequentially comprises a first installation part 71 arranged at the top end of the first support steel ring 4, a first decoration part 72 positioned on the centripetal side of the first support steel ring 4, a second decoration part 73 positioned below the second radial steel beam 5, a third decoration part 74 positioned on the centrifugal side of the second support steel ring 6, a fourth decoration part 75 positioned above the second radial steel beam 5 and a second installation part 76 arranged at the top end of the first support steel ring 4. The first decorative part 72 is higher than the third decorative part 74, and the second decorative part 73 is a conical surface with a centrifugal side higher than a centripetal side, and is shaped like a flying saucer bottom wing structure. The top of first radial girder steel 3, the top of first support steel ring 4, the top of the radial girder steel 5 of second and the top parallel and level of second support steel ring 6, the top of first installation department 71 and the top parallel and level of center steel column 2.
Among this technical scheme, every group steel box girder group 1 of encorbelmenting includes a first steel box girder 11 from its head end to its tail end in proper order, two second steel box girders 12, two third steel box girders 13 that are parallel to each other, the tail end of first steel box girder 11 and the head end welding of two second steel box girders 12, the tail end of every second steel box girder 12 and the head end welding of a third steel box girder 13, the welding has many first connecting steel beams 14 between two second steel box girders 12, the welding has many second connecting steel beams 15 between two third steel box girders 13, the plan view of first steel box girder 11 is right trapezoid. When the bracket steel reinforcement frame is installed on the concrete upright, the bracket steel reinforcement frame and the concrete upright are poured into a whole by concrete, the spherical bearing is installed at the top end of the bracket, then the third steel box girder is hoisted to the spherical bearing, then the second connecting steel girder is welded between the third steel box girders positioned at two sides of the same concrete upright for fixation, and then the second steel box girder, the first connecting steel girder and the third steel box girder are welded in sequence.
The position welding apart from its tail end 1/3 in the second steel box girder 12 has the inner diaphragm, prevent that the concrete flows the head end of second steel box girder 12, the afterbody top of second steel box girder 12 and the top of third steel box girder 13 are equipped with concrete respectively and pour into mouth 16 for pour into the concrete in second steel box girder and the third steel box girder, increase the gravity of encorbelmenting steel box girder group afterbody, with the gravity that the head end of encorbelmenting steel box girder group received balance mutually, prevent to encorbelment steel box girder group head end and topple over downwards. The side supporting steel beam 17 extending to one side is welded at the welding position of the second steel box girder 12 and the third steel box girder 13, one end, far away from the third steel box girder 13, of the side supporting steel beam 17 is installed on a concrete upright column, the stability of the second steel box girder 12 and the third steel box girder 13 is improved, and the second steel box girder 12 and the third steel box girder 13 are prevented from inclining laterally.
The foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed.
Claims (8)
1. The utility model provides a saucer-shaped steel structure flies in entrance hall which characterized in that: the steel box girder assembly comprises two groups of cantilever steel box girder assemblies and a central steel column, wherein the two groups of cantilever steel box girder assemblies are arranged on a concrete stand column, the central steel column is welded at the intersection of the head ends of the two groups of cantilever steel box girder assemblies, four first radial steel girders arranged according to an annular array are welded on the outer side of the central steel column, a centrifugal end of each first radial steel girder is fixedly connected with a first annular supporting steel ring, twenty-four second radial steel girders are welded on the centrifugal side of each first supporting steel ring, an annular second supporting steel ring is welded on the centrifugal end of each second radial steel girder, and stainless steel decorative panels are arranged on the first supporting steel ring and the second supporting steel rings.
2. The hall flying saucer type steel structure as set forth in claim 1, wherein: stainless steel decorative board is including installing the first installation department on first support steel ring top, being located the first decoration portion of first support steel ring centripetal side, being located the second decoration portion of the radial girder steel below of second, being located the third decoration portion of the centrifugal side of second support steel ring, being located the fourth decoration portion of the radial girder steel top of second, installing the second installation department on first support steel ring top in proper order.
3. A hall flying saucer type steel structure as claimed in claim 2, wherein: the height of the first decoration part is greater than that of the third decoration part, and the second decoration part is a conical surface with a centrifugal side higher than a centripetal side.
4. A hall flying saucer type steel structure as claimed in claim 2, wherein: the top of first radial girder steel, the top of first support steel ring, the top of the radial girder steel of second and the top parallel and level of second support steel ring, the top of first installation department and the top parallel and level of central steel column.
5. The hall flying saucer type steel structure as set forth in claim 1, wherein: the side view of the second radial steel beam is a right trapezoid.
6. The hall flying saucer type steel structure as set forth in claim 1, wherein: every group the steel case roof beam group of encorbelmenting includes a first steel case roof beam, two second steel case roof beams, two third steel case roof beams that are parallel to each other from its head end to its tail end in proper order, the tail end of first steel case roof beam and the head end welding of two second steel case roof beams, every the tail end of second steel case roof beam and the head end welding of a third steel case roof beam have many first connecting steel roof beams, two between the two second steel case roof beams the welding has many second connecting steel roof beams between the third steel case roof beam, the plan view of first steel case roof beam is right trapezoid.
7. The hall flying saucer type steel structure as claimed in claim 6, wherein: an inner partition plate is welded in the position, away from the tail end 1/3, of the second steel box girder, and concrete pouring openings are formed in the top end of the tail portion of the second steel box girder and the top end of the third steel box girder respectively.
8. The hall flying saucer type steel structure as claimed in claim 6, wherein: and a side supporting steel beam extending to one side is welded at the welding position of the second steel box beam and the third steel box beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122298389.0U CN215716012U (en) | 2021-09-18 | 2021-09-18 | Flying saucer type steel structure in entrance hall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122298389.0U CN215716012U (en) | 2021-09-18 | 2021-09-18 | Flying saucer type steel structure in entrance hall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215716012U true CN215716012U (en) | 2022-02-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122298389.0U Expired - Fee Related CN215716012U (en) | 2021-09-18 | 2021-09-18 | Flying saucer type steel structure in entrance hall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215716012U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450322A (en) * | 2022-10-09 | 2022-12-09 | 浙江正脉建设有限公司 | Flying saucer building steel beam mounting structure and construction method thereof |
| CN115772967A (en) * | 2022-12-08 | 2023-03-10 | 浙江东南绿建集成科技有限公司 | Special-shaped steel structure ring steel beam and manufacturing method thereof |
-
2021
- 2021-09-18 CN CN202122298389.0U patent/CN215716012U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450322A (en) * | 2022-10-09 | 2022-12-09 | 浙江正脉建设有限公司 | Flying saucer building steel beam mounting structure and construction method thereof |
| CN115772967A (en) * | 2022-12-08 | 2023-03-10 | 浙江东南绿建集成科技有限公司 | Special-shaped steel structure ring steel beam and manufacturing method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20220201 |