CN217269133U - Steel structure stadium structure with Y-shaped stand column - Google Patents
Steel structure stadium structure with Y-shaped stand column Download PDFInfo
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- CN217269133U CN217269133U CN202220555258.8U CN202220555258U CN217269133U CN 217269133 U CN217269133 U CN 217269133U CN 202220555258 U CN202220555258 U CN 202220555258U CN 217269133 U CN217269133 U CN 217269133U
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- rear side
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 238000010276 construction Methods 0.000 claims abstract description 20
- 238000009434 installation Methods 0.000 claims abstract description 12
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007781 pre-processing Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model provides a take steel construction stadium structure of Y shape stand column, which comprises a foundation, the structure post, the structure roof beam, the support column, stand structure and steel truss structure awning, the structure post includes awning support column and stand support column, the awning support column includes awning back collateral branch dagger, the awning is encorbelmented bracing column and awning avris support column, awning back collateral branch dagger is Y shape plane post, including a back collateral branch dagger and two back collateral branch daggers, the awning is encorbelmented the bracing column and is Y shape space post, including a support principal column of encorbelmenting and two support sublists of encorbelmenting, the structure roof beam includes intercolumn even tie beam. The utility model discloses a Y shape stand column through changing the cylinder form, reduces the setting of steel column bracket, makes stand and awning overall structure atress form more reasonable, also very big installation that has made things convenient for the job site, has improved the efficiency of construction, and the structure need not to reset the bracket, and its space atress is better, also very big installation that has made things convenient for the job site.
Description
Technical Field
The utility model relates to a steel construction stand column connection structure, especially a take steel construction stadium structure of Y shape stand column.
Background
In the prior art, a stadium inclined stand with a steel truss structure awning is a typical stadium structure. The appearance of the stand awning is usually different from that of a conventional structure, the awning is large in overhanging degree, and the top elevation of the overhanging end is higher, so that the wind resistance design of the awning is the key point of the structural design. And traditional stadium stand post is generally connected through setting up the bracket and being connected formation spatial structure with steel truss structure awning, and this kind of connected mode atress form is not good, and the anti-wind design is weak to the installation effectiveness is lower.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a take steel construction stadium structure of Y shape stand column, the stand column of seeing of the oblique stand in stadium that will solve current belted steel truss structure awning is connected through setting up bracket and steel truss structure awning and is formed spatial structure, and the atress form is not good, and the anti-wind design is weak to the lower technical problem of installation effectiveness.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a steel structure stadium structure with a Y-shaped stand column, which comprises a foundation, a structure column, a structure beam, a stand structure and a steel truss structure awning,
the bottom of the structural column is fixedly connected in the foundation,
the structure column comprises an awning support column and a stand support column, the awning support column comprises an awning rear side support column, an awning overhanging inclined support column and an awning side support column, the awning rear side support column is vertically arranged along the lower part of the rear end of the steel truss structure awning, the awning overhanging inclined support column is also vertically arranged along the overhanging range of the steel truss structure awning, the awning overhanging inclined support column and the awning rear side support column are arranged right in front and back and are in one-to-one correspondence, the front and back two right awning rear side support columns and the awning overhanging inclined support column are a group, the awning side support column is respectively provided with a transverse row along the lower parts of the left and right sides of the steel truss structure awning, the stand structure is positioned under the steel truss structure awning, the rear end of the awning structure is fixedly connected with the front side of the awning overhanging inclined support column, the lower side of the front end of the awning structure is provided with a longitudinal row of stand support column,
the awning is characterized in that awning main beams arranged at intervals along the transverse direction are arranged in the awning with the steel truss structure, each awning main beam is arranged corresponding to each group of supporting columns one by one, the bottom of each awning main beam is fixedly connected with the supporting columns at the rear side of the awning and the tops of the overhanging inclined supporting columns of the awning respectively,
the rear side supporting column of the awning is a Y-shaped plane column and comprises a rear side supporting main column and two rear side supporting secondary columns, the bottom end of each rear side supporting secondary column is fixedly connected with the top end of the rear side supporting main column, the rear side supporting main column and the rear side supporting secondary columns are positioned in the same vertical plane, the overhanging inclined supporting column of the awning is a Y-shaped space column and comprises an overhanging supporting main column and two overhanging supporting secondary columns, the bottom ends of the overhanging supporting secondary columns are fixedly connected with the top end of the overhanging supporting main column, the overhanging supporting main column is vertically arranged, the two overhanging supporting secondary columns are positioned in the same inclined plane, and the inclined plane inclines towards the front side relative to the vertical plane of the rear side supporting column of the awning,
the structural beam comprises an inter-column tie beam.
The rear side support secondary column comprises a rear side pre-installed limb and a rear side existing-installed limb, the rear side pre-installed limb is an integral limb column integrally installed with the rear side support main column, the rear side existing-installed limb is formed by lengthening two installation units and comprises a rear side lower unit limb and an existing-installed rear side upper unit limb, and the rear side lower unit limb and the rear side upper unit limb are integrally installed with the rear side support main column.
The cantilever support secondary column comprises cantilever preassembly limbs and cantilever assembly limbs, the cantilever preassembly limbs are two equal-height guide short limbs integrally installed with the rear support main column, and the cantilever assembly limbs comprise two guide short limbs which correspond to the two guide short limbs respectively and are lengthened with the guide short limbs.
The awning girder comprises two upper chords, a lower chord arranged between the two upper chords and a web member connected between the two lower chords, the upper chords are located on the plane of the steel truss structure awning, and the lower chords protrude out of the plane of the steel truss structure awning downwards.
The arrangement intervals of the two upper chords are sequentially shortened from front to back, and the two upper chords are splayed.
The top ends of the two rear support secondary columns are respectively fixedly connected with the lower sides of the two upper chords.
The top ends of the two overhanging support secondary columns are respectively fixedly connected with the lower sides of the two upper chords.
The inter-column connecting beam comprises a rear side connecting beam longitudinally connected between the rear side support columns of the awning, an inclined support connecting beam longitudinally connected between the cantilever inclined support columns of the awning and a transverse connecting beam transversely connected between the rear side support columns of the awning and the cantilever inclined support columns of the awning.
The rear side is connected the roof beam and is equipped with the twice altogether, fixed connection respectively supports the capital and the post waist of principal post at the rear side, be equipped with one altogether under the bracing is connected the roof beam, fixed connection respectively at the capital of the bracing principal post of encorbelmenting.
The rear side connecting beam, the inclined strut connecting beam and the transverse connecting beam of the column top are arranged at the same height.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses a Y shape stand column through changing the cylinder form, reduces the setting of steel column bracket, makes stand and awning overall structure atress form more reasonable, also very big installation that has made things convenient for the job site, has improved the efficiency of construction.
The utility model discloses the steel construction stadium structure that uses and takes Y shape stand column need not to reset the bracket, and its space atress is better, also very big has made things convenient for the installation of job site.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is another schematic view of fig. 1.
Fig. 3 is a schematic view of the position of the side support columns of the awning of fig. 1.
Fig. 4 is a schematic view showing the positions of the shed side support posts of fig. 2.
Fig. 5 is a partial bottom view of fig. 2.
Fig. 6 is an enlarged view of the top structure of fig. 5.
Fig. 7 is a partial front enlarged schematic view of fig. 1.
Fig. 8 is a perspective view of the rear side support post of the awning.
Figure 9 is a side schematic view of the canopy rear side support post.
Fig. 10 is a perspective view of the canopy cantilever brace.
Fig. 11 is a side view schematic of an awning cantilever raker.
Reference numerals: 1-foundation, 2-stand structure, 3-steel truss structure awning, 4-awning rear side support column, 41-rear side support main column, 42-rear side support sub column, 421-rear side pre-installed limb, 422-rear side lower unit limb, 423-rear side upper unit limb, 5-awning overhanging inclined support column, 51-overhanging support main column, 52-overhanging support sub column, 521-overhanging pre-installed limb, 522-overhanging installed limb, 6-awning side support column, 7-stand support column, 8-awning main beam, 81-upper chord, 82-lower chord, 83-web member, 9-inter-column connecting beam, 91-rear side connecting beam, 92-inclined support connecting beam and 93-transverse connecting beam.
Detailed Description
Examples referring to fig. 1-4, a steel structure stadium construction with a Y-shaped stand column includes a foundation 1, structural columns, structural beams, a stand structure 2, and a steel truss structure awning 3.
The bottom of the structural column is fixedly connected in the foundation 1.
The structural column comprises an awning supporting column and a stand supporting column 7, the awning supporting column comprises an awning rear side supporting column 4, an awning overhanging inclined supporting column 5 and an awning side supporting column 6, the rear side support columns of the awning are arranged in a row along the longitudinal direction of the lower part of the rear end of the awning 3 with the steel truss structure, the overhanging inclined support columns 5 of the awning are also arranged in a row along the overhanging range of the awning 3 with the steel truss structure, the overhanging inclined support columns 5 of the awning and the rear side support columns 4 of the awning are arranged right front and back and are arranged in a one-to-one correspondence way, the front and back two right rear side support columns 4 of the awning and the overhanging inclined support columns 5 of the awning form a group, the side supporting columns 6 of the awning are respectively provided with a row of transverse supporting columns along the lower parts of the left side and the right side of the steel truss structure awning 3, the stand structure 2 is positioned below the steel truss structure awning 3, the rear end of the supporting frame is fixedly connected with the front side of the canopy overhanging inclined supporting column 5, and the lower side of the front end of the supporting frame is provided with a row of vertical stand supporting columns 7.
As shown in fig. 5 to 6, awning girders 8 arranged at intervals in the transverse direction are arranged in the steel truss structure awning 3, each awning girder 8 corresponds to each group of support columns one to one, and the bottom of the awning girder 8 is fixedly connected with the awning rear side support column 4 and the top of the awning cantilever inclined support column 5 respectively.
Referring to fig. 5-9, the awning rear side supporting column 4 is a Y-shaped plane column, and includes a rear side supporting main column 41 and two rear side supporting secondary columns 42, the bottom ends of the rear side supporting secondary columns 42 are fixedly connected to the top ends of the rear side supporting main column 41, and the rear side supporting main column 41 and the rear side supporting secondary columns 42 are located in the same vertical plane. The rear side support secondary column 42 comprises a rear side pre-installed limb 421 and a rear side existing installed limb, the rear side pre-installed limb 421 is an integral limb column integrally installed with the rear side support main column 41, the rear side existing installed limb is formed by extending two installation units, and the rear side existing installed limb comprises a rear side lower unit limb 422 integrally installed with the rear side support main column 41 and an existing rear side upper unit limb 423.
As shown in fig. 5-7 and fig. 10-11, the canopy cantilever diagonal brace 5 is a Y-shaped space post, and includes a cantilever support main post 51 and two cantilever support secondary posts 52, the bottom end of the cantilever support secondary post 52 is fixedly connected to the top end of the cantilever support main post 51, the cantilever support main post 51 is vertically arranged, the two cantilever support secondary posts 52 are located on the same diagonal plane, and the diagonal plane inclines towards the front side with respect to the vertical plane of the canopy rear side support post 4. The secondary cantilever support column 52 includes a cantilever pre-installed limb 521 and a cantilever installed limb 522, the cantilever pre-installed limb 521 is two equal-height guide short limbs integrally installed with the rear support main column 41, and the cantilever installed limb 522 includes two guide short limbs respectively corresponding to and extending from the two guide short limbs.
Referring to fig. 5-6, the awning main beam 8 comprises two upper chords 81, a centrally arranged lower chord 82 and a web 83 connecting the two, the upper chords 81 are located in the plane of the steel truss structure awning 3, and the lower chords 82 protrude downward out of the plane of the steel truss structure awning 3. The distance between the two upper chords 81 is shortened from front to back in sequence, and the two upper chords are splayed. The top ends of the two rear support secondary columns 42 are respectively fixedly connected with the lower sides of the two upper chords 81. The top ends of the two secondary overhanging support columns 52 are respectively fixedly connected with the lower sides of the two upper chords 81.
As shown in fig. 5-7, the structural beam includes inter-column tie beams 9. The inter-column connecting beam 9 comprises a rear side connecting beam 91 longitudinally connected between the rear side supporting columns 4 of the awning, an inclined support connecting beam 92 longitudinally connected between the overhanging inclined supporting columns 5 of the awning and a transverse connecting beam 93 transversely connected between the rear side supporting columns 4 of the awning and the overhanging inclined supporting columns 5 of the awning. The rear side connecting beam 91 is provided with two upper and lower parts which are respectively fixedly connected with the top and the waist of the rear side supporting main column 41, and the diagonal bracing connecting beam 92 is provided with one lower part which is respectively fixedly connected with the top of the cantilever supporting main column 51. The post top rear side tie beam 91, the diagonal tie beam 92 and the transverse tie beam 93 are disposed at the same height.
The utility model discloses a work progress as follows:
and step one, preprocessing each component in a factory according to the design size, wherein the Y-shaped stand column needs to be manufactured in the factory respectively due to transportation width limitation.
And step two, constructing a foundation, a structural column, a structural beam, a stand structure and a steel truss structure awning in sequence.
And in the second step, constructing the canopy cantilever inclined support column firstly, and then constructing the rear side support column of the canopy. When the canopy overhanging inclined supporting column is installed, the rear side supporting main column, the rear side pre-installed limb and the rear side lower unit limb are installed integrally in a factory and then transported to a construction site, and the column installation can be completed only by installing the rear side upper unit limb on the site. When the canopy is installed and the cantilever diagonal bracing column is used, the cantilever supporting main column and the cantilever pre-installed limbs are installed as a whole in a factory and then transported to a construction site, the installation of the columns can be completed only by installing the cantilever existing installed limbs on the site, and the connection lug plates are adopted for bolt connection during the installation on the site.
Claims (10)
1. The utility model provides a take steel construction stadium structure of Y shape stand post which characterized in that: comprises a foundation (1), a structural column, a structural beam, a stand structure (2) and a steel truss structure awning (3),
the bottom of the structural column is fixedly connected in the foundation (1),
the structure post includes awning support column and stand support column (7), the awning support column includes awning rear side support column (4), awning encorbelment oblique support column (5) and awning avris support column (6), awning rear side support column vertically one row along the rear end lower part of steel truss structure awning (3), awning encorbelment oblique support column (5) also vertically one row along the encorbelment within range of steel truss structure awning (3), awning encorbelment oblique support column (5) and awning rear side support column (4) front and back just right and one-to-one setting, front and back two just right awning rear side support column (4) and awning encorbelment oblique support column (5) are a set of, awning avris support column (6) are equipped with horizontal one row respectively along the left and right sides lower part of steel truss structure awning (3), stand structure (2) are located the below of steel truss structure awning (3), the rear end of the supporting frame is fixedly connected with the front side of a canopy overhanging inclined supporting column (5), the lower side of the front end of the supporting frame is provided with a longitudinal row of stand supporting columns (7),
the awning is characterized in that awning girders (8) which are arranged at intervals along the transverse direction are arranged in the steel truss structure awning (3), each awning girder (8) corresponds to each group of support columns one by one, the bottom of the awning girder (8) is fixedly connected with the rear side support column (4) of the awning and the top of the awning overhanging inclined support column (5) respectively,
the awning rear side supporting column (4) is a Y-shaped plane column and comprises a rear side supporting main column (41) and two rear side supporting secondary columns (42), the bottom end of each rear side supporting secondary column (42) is fixedly connected to the top end of the rear side supporting main column (41), the rear side supporting main column (41) and the rear side supporting secondary columns (42) are located on the same vertical plane, the awning cantilever inclined supporting column (5) is a Y-shaped space column and comprises a cantilever supporting main column (51) and two cantilever supporting secondary columns (52), the bottom end of each cantilever supporting secondary column (52) is fixedly connected to the top end of the cantilever supporting main column (51), the cantilever supporting main column (51) is vertically arranged, the two cantilever supporting secondary columns (52) are located on the same inclined plane, and the inclined plane inclines towards the front side relative to the vertical plane of the inner awning rear side supporting column (4),
the structural beam comprises an inter-column tie beam (9).
2. The steel structure stadium construction with a Y-shaped viewing column as claimed in claim 1, wherein: the rear side support secondary column (42) comprises a rear side pre-installed limb (421) and a rear side existing installed limb, the rear side pre-installed limb (421) is an integral limb column integrally installed with the rear side support main column (41), the rear side existing installed limb is formed by connecting two installation units, and the rear side existing installed limb comprises a rear side lower unit limb (422) integrally installed with the rear side support main column (41) and a rear side upper unit limb (423) which is installed in an existing mode.
3. The steel structure stadium construction with a Y-shaped viewing column as claimed in claim 1, wherein: the cantilever support secondary column (52) comprises cantilever pre-installed limbs (521) and cantilever existing installed limbs (522), the cantilever pre-installed limbs (521) are two guide short limbs which are equal in height and integrally installed with the rear support main column (41), and the cantilever existing installed limbs (522) comprise two guide short limbs which respectively correspond to the two guide short limbs and are lengthened with the guide short limbs.
4. The steel structure stadium construction with a Y-shaped viewing column as claimed in claim 1, wherein: awning girder (8) include twice upper chord (81) and one lower chord (82) that set up between two and connect web member (83) between the two, upper chord (81) are located steel truss structure awning (3) plane, lower chord (82) downward protrusion steel truss structure awning (3) plane.
5. The steel structure stadium construction with a Y-shaped viewing column as recited in claim 4, wherein: the arrangement intervals of the two upper chords (81) are sequentially shortened from front to back, and the two upper chords are splayed.
6. The steel structure stadium construction with a Y-shaped viewing column as recited in claim 5, wherein: the top ends of the two rear support secondary columns (42) are respectively fixedly connected with the lower sides of the two upper chords (81).
7. The steel structure stadium construction with a Y-shaped viewing column as recited in claim 5, wherein: the top ends of the two overhanging support secondary columns (52) are respectively and fixedly connected with the lower sides of the two upper chords (81).
8. The steel structure stadium construction with a Y-shaped viewing column according to any one of claims 1-7, wherein: the inter-column connecting beam (9) comprises a rear side connecting beam (91) longitudinally connected between the rear side supporting columns (4) of the awning, an inclined support connecting beam (92) longitudinally connected between the overhanging inclined supporting columns (5) of the awning and a transverse connecting beam (93) transversely connected between the rear side supporting columns (4) of the awning and the overhanging inclined supporting columns (5) of the awning.
9. The steel structure stadium construction with a Y-shaped viewing column as recited in claim 8, wherein: the rear side connecting beam (91) is provided with two lines up and down and is respectively and fixedly connected with the top and the waist of the rear side supporting main column (41), and the diagonal bracing connecting beam (92) is provided with one line down and is respectively and fixedly connected with the top of the cantilever supporting main column (51).
10. The steel structure stadium construction with a Y-shaped viewing column as claimed in claim 9, wherein: the rear side connecting beam (91), the inclined strut connecting beam (92) and the transverse connecting beam (93) of the column top are arranged at the same height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220555258.8U CN217269133U (en) | 2022-03-15 | 2022-03-15 | Steel structure stadium structure with Y-shaped stand column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220555258.8U CN217269133U (en) | 2022-03-15 | 2022-03-15 | Steel structure stadium structure with Y-shaped stand column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217269133U true CN217269133U (en) | 2022-08-23 |
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ID=82860694
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220555258.8U Expired - Fee Related CN217269133U (en) | 2022-03-15 | 2022-03-15 | Steel structure stadium structure with Y-shaped stand column |
Country Status (1)
| Country | Link |
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| CN (1) | CN217269133U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116575583A (en) * | 2023-07-11 | 2023-08-11 | 北京建工四建工程建设有限公司 | Continuous ultra-long overhanging steel structure belt and installation method thereof |
-
2022
- 2022-03-15 CN CN202220555258.8U patent/CN217269133U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116575583A (en) * | 2023-07-11 | 2023-08-11 | 北京建工四建工程建设有限公司 | Continuous ultra-long overhanging steel structure belt and installation method thereof |
| CN116575583B (en) * | 2023-07-11 | 2023-09-22 | 北京建工四建工程建设有限公司 | Continuous ultra-long overhanging steel structure belt and installation method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220823 |
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| CF01 | Termination of patent right due to non-payment of annual fee |