CN219196273U - Assembled composite reinforced steel beam column connection structure - Google Patents
Assembled composite reinforced steel beam column connection structure Download PDFInfo
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- CN219196273U CN219196273U CN202320341356.6U CN202320341356U CN219196273U CN 219196273 U CN219196273 U CN 219196273U CN 202320341356 U CN202320341356 U CN 202320341356U CN 219196273 U CN219196273 U CN 219196273U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 56
- 239000010959 steel Substances 0.000 title claims abstract description 56
- 239000002131 composite material Substances 0.000 title claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 230000000694 effects Effects 0.000 claims description 11
- 150000001875 compounds Chemical class 0.000 claims description 2
- 238000009434 installation Methods 0.000 description 7
- 230000035939 shock Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method 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 an assembled composite reinforced steel beam column connecting structure. The assembled composite reinforced steel beam column connecting structure comprises a supporting column, wherein the top of the supporting column is fixedly connected with an assembled column I, and a limiting plate is movably sleeved outside the assembled column I. According to the assembled composite reinforced steel beam column connecting structure, the first threaded column is arranged, when the beam column is required to be installed, the connecting sleeve is movably sleeved on the side face of the first assembled column, the first threaded column is rotated at the moment, so that the connecting sleeve can be fixed on the side face of the first assembled column, the cross beam is fixed on the outer part of the second assembled column at the moment, the cross beam is enabled to be fixedly assembled on the side face of the first assembled column, the cross beam can be fixed in the horizontal direction through the connecting sleeve, the problem that the strength of the connecting part of the steel beam column is reduced due to loosening of internal bolts when the steel beam column fixedly connected through bolts vibrates is avoided, and the stability of the steel beam after being fixed is improved.
Description
Technical Field
The utility model relates to the field of steel beams and columns, in particular to an assembled composite reinforced steel beam column connecting structure.
Background
The steel beam column is a framework in the building engineering, pressure of bearing building materials and shock of vibration are borne, the brittleness problem of the connection node of the steel beam column influences the shock resistance of the steel beam column, and the shock resistance enhancement of the steel beam column is very important for a plurality of earthquake zones.
Generally, when current majority steel beam column is installing fixedly, need carry out threaded connection through bolt and nut, when the girder steel column through bolt threaded connection shakes, can lead to inside bolt and nut's not hard up, promote not hard up great bolt and easily lead to girder steel column junction intensity greatly reduced, and then lead to the problem that girder steel column security after the installation is fixed to reduce.
Therefore, it is necessary to provide a fabricated composite reinforced steel beam-column connection structure to solve the above technical problems.
Disclosure of Invention
The utility model provides an assembled composite reinforced steel beam column connecting structure, which solves the problems that when most steel beams and columns are installed and fixed, the steel beams and columns are required to be connected with nuts through bolts in a threaded mode, when vibration occurs to the steel beams and columns connected through the bolts in a threaded mode, the bolts and the nuts in the steel beams and columns are loosened, and the bolts with larger looseness are caused to easily cause the strength of the connecting positions of the steel beams and the columns to be greatly reduced.
In order to solve the technical problems, the assembled composite reinforced steel beam column connecting structure comprises a supporting column, wherein a first assembling column is fixedly connected to the top of the supporting column, a limiting plate is movably sleeved outside the first assembling column, a connecting sleeve is movably sleeved on the side face of the first assembling column, a first threaded column is sleeved on the side face of the connecting sleeve in a threaded manner, a fixed column is fixedly connected to the side face of the connecting sleeve, a second assembling column is fixedly connected to the side face of the fixed column, a cross beam is movably sleeved outside the second assembling column, a second threaded column is sleeved on the outer thread of the cross beam, a reinforcing plate is fixedly connected to the top of the cross beam, and a fixing mechanism is arranged at the top of the first assembling column.
Preferably, the number of the first thread columns is a plurality of the first thread columns, and the first thread columns uniformly surround the side surfaces of the fixed columns.
Preferably, the limiting plate is matched with the first assembly column, and the width value of the limiting plate is the same as that of the supporting column.
Preferably, the cross beam and the first assembly column are mutually perpendicular, and the cross beam is matched with the second assembly column.
Preferably, the number of the reinforcing plates is two, and the two reinforcing plates are symmetrically distributed by taking the cross beam as a symmetry axis.
Preferably, the fixing mechanism comprises a threaded rod, the threaded rod is in threaded sleeve connection with the top of the first assembly column, the external thread of the threaded rod is in sleeve connection with a top plate, and the bottom of the top plate is fixedly connected with a pressing block.
Compared with the related art, the assembled composite reinforced steel beam column connecting structure provided by the utility model has the following beneficial effects:
the utility model provides an assembled composite reinforced steel beam column connecting structure, which is characterized in that a first threaded column is arranged, when a beam column is required to be installed, a connecting sleeve is movably sleeved on the side surface of the first assembled column, the first threaded column is rotated at the moment, so that the connecting sleeve can be fixed on the side surface of the first assembled column, a cross beam is fixed on the outer part of a second assembled column at the moment, the cross beam is enabled to be fixedly assembled on the side surface of the first assembled column, the cross beam can be fixed in the horizontal direction through the connecting sleeve, the problem that the strength of the connecting position of the steel beam column is reduced due to loosening of an internal bolt when the steel beam column fixedly connected through a bolt is vibrated is avoided, and the stability of the steel beam after being fixed is improved.
Drawings
FIG. 1 is a schematic view of a structure of a preferred embodiment of an assembled composite reinforced steel beam-column connection structure according to the present utility model;
FIG. 2 is a front view of the assembled composite reinforced steel beam-column connection structure of FIG. 1;
fig. 3 is a front view of a limiting plate in the assembled composite reinforced steel beam column connecting structure shown in fig. 1.
Reference numerals in the drawings: 1. a support column; 2. a first assembly column; 3. a limiting plate; 4. connecting sleeves; 5. a first threaded column; 6. fixing the column; 7. a second assembly column; 8. a cross beam; 9. a second thread column; 10. a reinforcing plate; 11. a fixing mechanism; 111. a threaded rod; 112. a top plate; 113. pressing the blocks.
Detailed Description
The utility model will be further described with reference to the drawings and embodiments.
Referring to fig. 1, fig. 2, and fig. 3 in combination, fig. 1 is a schematic structural diagram of a preferred embodiment of an assembled composite reinforced steel beam-column connection structure according to the present utility model; FIG. 2 is a front view of the assembled composite reinforced steel beam-column connection structure of FIG. 1; fig. 3 is a front view of a limiting plate in the assembled composite reinforced steel beam column connecting structure shown in fig. 1. The utility model provides a compound reinforcing shaped steel beam column connection structure of assembled, including support column 1, the top fixedly connected with assembly post 2 of support column 1, the limiting plate 3 has been cup jointed in the outside activity of assembly post 2, the adapter sleeve 4 has been cup jointed in the side activity of assembly post 2, screw thread post 5 has been cup jointed in the side screw thread of adapter sleeve 4, and the side fixedly connected with fixed column 6 of adapter sleeve 4, the side fixedly connected with assembly post 7 of fixed column 6, the outside activity of assembly post 7 has cup jointed crossbeam 8, the outside screw thread of crossbeam 8 has cup jointed screw thread post 9 No. two, the top fixedly connected with reinforcing plate 10 of crossbeam 8, the top of assembly post 2 is provided with fixed establishment 11.
The number of the first thread columns 5 is a plurality of, and the first thread columns 5 uniformly surround the side surfaces of the fixed columns 6; through setting up screw thread post 5, when needs carry out beam column installation, cup joint adapter sleeve 4 activity in the side of assembly post 2 No. one, rotatory screw thread post 5 this moment for adapter sleeve 4 can be fixed in the side of assembly post 2 No. one, fix crossbeam 8 in the outside of assembly post 7 No. two this moment, make crossbeam 8 can be fixed the side of assembly post 2 by fixed assembly No. one, thereby make assembly post 2 can fix crossbeam 8 in the horizontal direction through adapter sleeve 4, internal bolt looseness when having avoided taking place vibrations through bolt fixed connection's girder steel post, lead to girder steel post junction intensity reduction's problem, stability after the girder steel is fixed has been improved then.
The limiting plate 3 is matched with the first assembly column 2, and the width value of the limiting plate 3 is the same as that of the support column 1; through setting up limiting plate 3, when the installation height of fixed column 6 needs to be adjusted, lift off limiting plate 3 from the assembly post 2 outside No. one, the limiting plate 3 activity of different thickness values cup joints outside the assembly post 2 this moment for limiting plate 3 can support adapter sleeve 4, has brought the facility for the installation of different high value fixed column 6 then.
The cross beam 8 is perpendicular to the first assembling column 2, and the cross beam 8 is matched with the second assembling column 7; through setting up crossbeam 8, when carrying out crossbeam 8 assembly, cup joint crossbeam 8 activity in No. two assembly post 7 outsides, rotatory No. two screw thread post 9 this moment for fixed column 6 and No. two screw thread post 9 can restrict crossbeam 8 position, and then for crossbeam 8's fixed convenience that has brought.
The number of the reinforcing plates 10 is two, and the two reinforcing plates 10 are symmetrically distributed by taking the cross beam 8 as a symmetry axis; through setting up reinforcing plate 10, reinforcing plate 10 can strengthen crossbeam 8 when crossbeam 8 receives stronger pressure for crossbeam 8 can intensity be very big improvement, stability when having improved the beam column in turn and using.
The fixing mechanism 11 comprises a threaded rod 111, the threaded rod 111 is in threaded sleeve joint with the top of the first assembly column 2, a top plate 112 is in threaded sleeve joint with the external thread of the threaded rod 111, and a pressing block 113 is fixedly connected with the bottom of the top plate 112; through setting up fixed establishment 11, when crossbeam 8 assembly finishes, cup joint the movable top at assembly post 2 No. one with pressing block 113, rotatory threaded rod 111 this moment for threaded rod 111 can drive pressing block 113 through roof 112 and extrude the top of adapter sleeve 4, thereby has improved the stability after adapter sleeve 4 is fixed.
The utility model provides an assembled composite reinforced steel beam column connecting structure, which has the following working principle:
the first step: when the beam column is required to be installed, the connecting sleeve 4 is movably sleeved on the side surface of the first assembling column 2, the first threaded column 5 is rotated at the moment, so that the connecting sleeve 4 can be fixed on the side surface of the first assembling column 2, the cross beam 8 is fixed on the outer part of the second assembling column 7 at the moment, the cross beam 8 is enabled to be fixedly assembled on the side surface of the first assembling column 2, the cross beam 8 can be fixed in the horizontal direction through the connecting sleeve 4, the problem that the strength of the connecting part of the steel beam column is reduced due to loosening of internal bolts when the steel beam column fixedly connected through bolts is vibrated is avoided, the stability of the steel beam column after fixing is improved, the limiting plate 3 is dismounted from the outer part of the first assembling column 2 when the installation height of the fixing column 6 is required to be adjusted, the limiting plate 3 with different thickness values is movably sleeved on the outer part of the first assembling column 2, the limiting plate 3 can support the connecting sleeve 4, and convenience is brought to the installation of the fixing column 6 with different height values;
and a second step of: when carrying out crossbeam 8 assembly, cup joint crossbeam 8 activity in the assembly post 7 outside No. two, rotatory No. two screw thread post 9 this moment for fixed column 6 and No. two screw thread post 9 can restrict crossbeam 8 position, and then for crossbeam 8's fixed convenience that has brought, reinforcing plate 10 can strengthen crossbeam 8 when crossbeam 8 receives stronger pressure, make crossbeam 8 obtain intensity can very big improvement, stability when having improved the beam column in use then, when crossbeam 8 assembly is finished, cup joint the movable top at assembly post 2 No. one with pressing block 113, rotatory threaded rod 111 this moment, make threaded rod 111 drive pressing block 113 through roof 112 and extrude the top of adapter sleeve 4, thereby the stability after adapter sleeve 4 is fixed has been improved.
Compared with the related art, the assembled composite reinforced steel beam column connecting structure provided by the utility model has the following beneficial effects:
through setting up screw thread post 5, when needs carry out beam column installation, cup joint adapter sleeve 4 activity in the side of assembly post 2 No. one, rotatory screw thread post 5 this moment for adapter sleeve 4 can be fixed in the side of assembly post 2 No. one, fix crossbeam 8 in the outside of assembly post 7 No. two this moment, make crossbeam 8 can be fixed the side of assembly post 2 by fixed assembly No. one, thereby make assembly post 2 can fix crossbeam 8 in the horizontal direction through adapter sleeve 4, internal bolt looseness when having avoided taking place vibrations through bolt fixed connection's girder steel post, lead to girder steel post junction intensity reduction's problem, stability after the girder steel is fixed has been improved then.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (6)
1. The utility model provides a compound reinforcing shaped steel beam column connection structure of assembled, includes support column (1), its characterized in that: the top fixedly connected with assembly post (2) of support column (1), the outside activity of assembly post (2) has cup jointed limiting plate (3), the side activity of assembly post (2) has cup jointed adapter sleeve (4), the side screw thread of adapter sleeve (4) has cup jointed screw thread post (5) No. one, and the side fixedly connected with fixed column (6) of adapter sleeve (4), the side fixedly connected with assembly post (7) of fixed column (6), the outside activity of assembly post (7) has cup jointed crossbeam (8), the outside screw thread of crossbeam (8) has cup jointed screw thread post (9) No. two, the top fixedly connected with reinforcing plate (10) of crossbeam (8), the top of assembly post (2) is provided with fixed establishment (11).
2. The assembled composite reinforced steel beam column connecting structure according to claim 1, wherein the number of the first threaded columns (5) is a plurality of, and the first threaded columns (5) uniformly surround the side surfaces of the fixed columns (6).
3. The assembled composite reinforced steel beam column connecting structure according to claim 1, wherein the limiting plate (3) is matched with the first assembled column (2), and the width value of the limiting plate (3) is the same as the width value of the supporting column (1).
4. The assembled composite reinforced steel beam column connecting structure according to claim 1, wherein the cross beam (8) is perpendicular to the first assembled column (2), and the cross beam (8) is matched with the second assembled column (7).
5. The assembled composite reinforced steel beam column connecting structure according to claim 1, wherein the number of the reinforcing plates (10) is two, and the two reinforcing plates (10) are symmetrically distributed by taking the cross beam (8) as a symmetry axis.
6. The assembled composite reinforced steel beam column connecting structure according to claim 1, wherein the fixing mechanism (11) comprises a threaded rod (111), the threaded rod (111) is in threaded sleeve joint with the top of the first assembled steel beam column (2), a top plate (112) is in threaded sleeve joint with the external thread of the threaded rod (111), and a pressing block (113) is fixedly connected with the bottom of the top plate (112).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320341356.6U CN219196273U (en) | 2023-02-28 | 2023-02-28 | Assembled composite reinforced steel beam column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320341356.6U CN219196273U (en) | 2023-02-28 | 2023-02-28 | Assembled composite reinforced steel beam column connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219196273U true CN219196273U (en) | 2023-06-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320341356.6U Active CN219196273U (en) | 2023-02-28 | 2023-02-28 | Assembled composite reinforced steel beam column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219196273U (en) |
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2023
- 2023-02-28 CN CN202320341356.6U patent/CN219196273U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A prefabricated composite reinforced steel beam column connection structure Effective date of registration: 20231113 Granted publication date: 20230616 Pledgee: Bank of China Limited Liangshan sub branch Pledgor: Shandong Xinghua Steel Structure Co.,Ltd. Registration number: Y2023980065229 |