CN213897557U - Reinforced steel structure mounted in multiple ways - Google Patents
Reinforced steel structure mounted in multiple ways Download PDFInfo
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- CN213897557U CN213897557U CN202022397624.5U CN202022397624U CN213897557U CN 213897557 U CN213897557 U CN 213897557U CN 202022397624 U CN202022397624 U CN 202022397624U CN 213897557 U CN213897557 U CN 213897557U
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- wedge
- groove
- hole
- screw hole
- longeron
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 63
- 239000010959 steel Substances 0.000 title claims abstract description 63
- 238000010276 construction Methods 0.000 claims abstract description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 9
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The application relates to a reinforced steel structure installed in multiple modes, which comprises a longitudinal beam and a transverse beam, wherein an inclined strut steel plate used for supporting the transverse beam is arranged on the longitudinal beam, a positioning groove is formed in the inclined strut steel plate, and a positioning block in clamping fit with the positioning groove is arranged on the transverse beam; the longitudinal beam is also provided with two reinforcing steel plates which are respectively positioned at two sides of the inclined strut steel plate, and a first bolt for fixing the cross beam is arranged between the reinforcing steel plates and the cross beam; the beam with still be provided with between the longeron and be used for fixing the reinforcement coupling assembling of beam. This application has the effect that can carry out the dismouting to being connected between crossbeam and the longeron, compares with welded mode, and it is more convenient to be under construction, has improved the construction speed.
Description
Technical Field
The application relates to the technical field of steel structures, in particular to a reinforced steel structure installed in multiple modes.
Background
The steel structure is a structure mainly composed of steel materials, is one of main building structure types, is mainly composed of steel beams, steel columns and other members made of section steel, steel plates and the like, is light in self weight and simple and convenient to construct, and is widely applied to the fields of large-scale plants, venues, super-high buildings and the like.
The existing steel structure column and the steel structure beam are connected mostly in a welding mode, the welding mode is needed to be welded on site, the welding area is large, the construction process during welding is complex, the construction speed is low, the steel structure column is not suitable for being used in an assembled steel structure, and the steel structure column is not convenient to install and disassemble.
SUMMERY OF THE UTILITY MODEL
In order to improve the phenomenon that the dismouting of being not convenient for, influence construction speed of the welding mode of current steel construction, this application provides the strenghthened type steel construction of a multimode installation.
The application provides a strenghthened type steel construction of multimode installation adopts following technical scheme:
a reinforced steel structure installed in multiple modes comprises a longitudinal beam and a transverse beam, wherein an inclined strut steel plate used for supporting the transverse beam is arranged on the longitudinal beam, a positioning groove is formed in the inclined strut steel plate, and a positioning block in clamping fit with the positioning groove is arranged on the transverse beam; the longitudinal beam is also provided with two reinforcing steel plates which are respectively positioned at two sides of the inclined strut steel plate, and a first bolt for fixing the cross beam is arranged between the reinforcing steel plates and the cross beam; the beam with still be provided with between the longeron and be used for fixing the reinforcement coupling assembling of beam.
Through adopting above-mentioned technical scheme, when carrying out connection construction between crossbeam and the longeron, bear the one end of crossbeam on the bracing steel sheet of longeron, and be located between two reinforcing steel sheet, locating piece joint on the crossbeam cooperates the constant head tank in the bracing steel sheet, fix a position the mounted position of crossbeam from this, and realize being connected fixedly with the crossbeam reinforcing steel sheet through first bolt, thereby realize being connected fixedly between crossbeam and the longeron, compare with welded mode, this mode can carry out the dismouting to being connected between crossbeam and the longeron, and reduced the welding of large tracts of land, improve the construction speed from this.
Preferably, strengthen coupling assembling including set up in the wedge of the one end of crossbeam and set up in wedge groove on the longeron, the wedge with the cooperation of pegging graft of wedge groove, be provided with on the wedge groove and be used for fixing the fixed subassembly of wedge.
Through adopting above-mentioned technical scheme, the cooperation of wedge and wedge groove from this restriction crossbeam takes place to overturn relative longeron to improve the stability of being connected of crossbeam and longeron.
Preferably, the wedge-shaped groove is arranged in a closing-up shape from top to bottom, and the wedge block is matched with the wedge-shaped groove.
By adopting the technical scheme, after the wedge block is inserted into the wedge groove, the wedge groove is closed downwards, so that the wedge groove limits the wedge block to continue moving downwards, the wedge block is supported, and the wedge block is prevented from continuing moving downwards under the action of gravity.
Preferably, the fixing component comprises a screw hole formed in the wall of the wedge-shaped groove and a screw rod in threaded connection with the screw hole, a through hole corresponding to the screw hole is obliquely formed in the side wall of the wedge-shaped block, and the screw rod penetrates through the through hole and then is in threaded connection with the screw hole.
Through adopting above-mentioned technical scheme, the screw rod passes behind the perforation and screw threaded connection to make the connection between wedge and the wedge groove more firm.
Preferably, the screw hole and the through hole are arranged in an inclined mode, and when the screw hole is aligned with the through hole, the inclined direction of the through hole is consistent with the inclined direction of the screw hole.
Through adopting above-mentioned technical scheme, the screw sets up with the through-hole slope for the screw rod slope pass the through-hole after again with screw threaded connection, the screw rod plays spacing effect to the wedge in vertical direction, thereby makes the wedge be difficult for breaking away from the wedge groove, improves the stability of being connected of crossbeam and longeron.
Preferably, the screw hole runs through the side wall of the wedge-shaped groove, one end of the screw rod penetrates out of the wedge-shaped groove, and a nut is matched with the screw thread.
Through adopting above-mentioned technical scheme, the cooperation of screw rod and nut to make the cooperation between wedge and the wedge groove more firm, guarantee the stability of being connected between crossbeam and the longeron.
Preferably, one side of the diagonal bracing steel plate is provided with a diagonal bracing arc surface, and the diagonal bracing arc surface is in a quarter arc structure.
Through adopting above-mentioned technical scheme, add the bracing cambered surface on the bracing steel sheet to the power that will receive the crossbeam passes through the bracing cambered surface homodisperse to the longeron, so that the atress of longeron is more even stable.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the connecting structure can be used for dismounting and mounting the connection between the cross beam and the longitudinal beam, and compared with a welding mode, the construction is more convenient, and the construction speed is improved;
2. the wedge-shaped blocks are matched with the wedge-shaped grooves, so that the transverse beam is limited from overturning relative to the longitudinal beam, and the connection stability of the transverse beam and the longitudinal beam is improved.
Drawings
FIG. 1 is an overall mechanism diagram of the present embodiment;
FIG. 2 is a partial sectional view of the present embodiment;
fig. 3 is an enlarged view of a portion a in fig. 2.
Description of reference numerals: 1. a stringer; 2. a cross beam; 3. a diagonal bracing steel plate; 31. positioning a groove; 32. a bracing arc surface; 4. reinforcing a steel plate; 5. a first bolt; 6. positioning blocks; 7. an elastic rubber pad; 8. an inner rod; 9. a sleeve; 10. a connecting seat; 11. a limiting ring; 12. a limiting ring; 13. a spring; 14. a second bolt; 15. a wedge block; 16. connecting blocks; 161. a wedge-shaped groove; 17. a screw hole; 18. a screw; 19. a nut; 20. and a through hole.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The utility model provides a strenghthened type steel construction of multimode installation, refers to figure 1, includes longeron 1 and crossbeam 2, and wherein, longeron 1 is vertical to be set up, and crossbeam 2 is perpendicular with longeron 1, and the one end of crossbeam 2 is connected in the top of longeron 1.
Specifically, referring to fig. 1, the bracing steel plate 3 that is used for supporting beam 2 is installed to the top position of longeron 1 referring to fig. 2, two reinforcing steel plate 4 that are triangle-shaped setting are still installed to the top position of longeron 1, and two reinforcing steel plate 4 set up relatively, and are formed with the mounting groove that is used for installing beam 2 between two reinforcing steel plate 4 and the bracing steel plate 3, and the one end of beam 2 is placed behind the mounting groove, and beam 2 is connected fixedly through first bolt 5 between 4 with reinforcing steel plate.
Referring to fig. 1 and 2, the locating slot 31 has been seted up to one side that bracing steel sheet 3 carried crossbeam 2, and the tip welding of crossbeam 2 has locating piece 6 of preliminary positioning slot 31 grafting cooperation, locating piece 6 and locating slot 31's cooperation to when the staff was under construction, counterpoint crossbeam 2 and longeron 1.
In addition, one side of bracing steel sheet 3 is equipped with bracing cambered surface 32, and bracing cambered surface 32 is the arc structure of quarter, makes bracing steel sheet 3 receive when the effort of crossbeam 2 from this, and bracing cambered surface 32 transmits power to longeron 1 uniformly for the atress of longeron 1 is more steady.
In the present embodiment, referring to fig. 2 and 3, the diagonal brace steel plate 3 and the longitudinal beam 1 may be connected and fixed by welding or bolting. Preferably, the diagonal bracing steel plates 3 are fixedly connected to the longitudinal beams 1 by means of bolt connection. And an elastic rubber base plate 7 is arranged between the inclined strut steel plate 3 and the longitudinal beam 1.
In addition, referring to fig. 2 and 3, a horizontal inner rod 8 is arranged at one end of the inclined strut steel plate 3 away from the cross beam 2, a sleeve 9 is sleeved outside the inner rod 8, and the inner rod 8 is connected with the sleeve 9 in a sliding manner. One end of the sleeve 9 is integrally formed with a connecting seat 10, and the connecting seat 10 is fixedly connected to the longitudinal beam 1. The lateral wall of interior pole 8 is equipped with and slides complex spacing collar 11 with sleeve 9, and the sleeve 9 is close to the one end of bracing steel sheet 3 and is equipped with spacing ring 12, and spacing ring 12 cooperates with spacing collar 11 to restrict interior pole 8 and withdraws from sleeve 9. A spring 13 is further installed in the sleeve 9, one end of the spring 13 is connected to the inner wall, close to the longitudinal beam 1, of the sleeve 9, and the other end of the spring 13 is connected to the limiting ring 11.
Referring to fig. 2 and 3, wear to be equipped with second bolt 14 on the bracing steel sheet 3, second bolt 14 passes interior pole 8 and sleeve 9 along the length direction of interior pole 8, and threaded connection is in longeron 1, thereby make, screw up second bolt 14 in order to realize bracing steel sheet 3 and longeron 1's fixed back of being connected, bracing steel sheet 3 can have certain deformability relative to longeron 1, thereby when making bracing steel sheet 3 receive the effort that comes from crossbeam 2, bracing steel sheet 3 has slight deformability, thereby avoid the effort direct action to lead to longeron 1 to damage on longeron 1.
In addition, referring to fig. 2, a reinforcing connection assembly for fixing the cross beam 2 is further provided between the cross beam 2 and the longitudinal beam 1.
Specifically, strengthen coupling assembling including fixing wedge 15 and the wedge groove 161 of seting up on longeron 1 in the one end of crossbeam 2, and wedge 15 and the cooperation of wedge groove 161 joint. In this embodiment, the longitudinal beam 1 is welded with the connecting block 16, and the wedge-shaped groove 161 is vertically formed on the top surface of the connecting block 16.
Referring to fig. 2, the wedge-shaped groove 161 is closed from top to bottom, the shape of the wedge block 15 is matched with the shape of the wedge-shaped groove 161, and when the wedge block 15 is in clamping fit with the wedge-shaped groove 161, the side wall of the wedge block 15 is tightly abutted to the groove wall of the wedge-shaped groove 161. The wedge groove 161 is further provided with a fixing component for fixing the wedge block 15.
Specifically, referring to fig. 2, the fixing assembly includes a screw hole 17 formed in a wall of the wedge-shaped groove 161 and a screw 18 in threaded engagement with the screw hole 17, wherein the screw hole 17 penetrates through a side wall of the connecting block 16; one end of the screw 18 is provided with a nut, one end of the screw 18 far away from the nut penetrates out of the screw hole 17, and one end of the screw 18 penetrating out of the screw hole 17 is in threaded fit with a nut 19. In this embodiment, the screw holes 17 are obliquely arranged, and the screw holes 17 are obliquely arranged from top to bottom.
Referring to fig. 2, the wedge block 15 is further provided with a through hole 20 corresponding to the screw hole 17, the through hole 20 is obliquely arranged, and when the wedge block 15 is in clamping fit with the wedge groove 161, the through hole 20 is aligned with the screw hole 17. In this embodiment, the through hole 20 is obliquely arranged, and the oblique direction of the through hole 20 is consistent with the oblique direction of the screw hole 17, so that the screw 18 passes through the through hole 20 and penetrates out of the connecting block 16 from the screw hole 17, and then the nut 19 is tightened to enable the nut 19 to abut against the side wall of the connecting block 16, so that the wedge block 15 and the wedge groove 161 are connected and fixed, and further the longitudinal beam 1 and the transverse beam 2 are connected and fixed.
The implementation principle of the application is as follows: when carrying out connection construction between crossbeam 2 and longeron 1, bear the one end of crossbeam 2 on bracing steel sheet 3, and be located between two reinforced steel sheet 4, crossbeam 2 bears when on bracing steel sheet 3, align wedge 15 on the crossbeam 2 and the wedge groove 161 on the longeron 1, so that wedge 15 and the cooperation of wedge groove 161 joint, realize crossbeam 2 and longeron 1 with fixed, then be connected crossbeam 2 and steel sheet through first bolt 5 and fix, rethread screw rod 18 is connected wedge 15 and wedge groove 161 fixedly, realize from this that the connection between crossbeam 2 and longeron 1 is fixed.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. The utility model provides a strenghthened type steel construction of multimode installation, includes longeron (1) and crossbeam (2), its characterized in that: an inclined strut steel plate (3) used for supporting the cross beam (2) is arranged on the longitudinal beam (1), a positioning groove (31) is formed in the inclined strut steel plate (3), and a positioning block (6) in clamping fit with the positioning groove (31) is arranged on the cross beam (2); the longitudinal beam (1) is also provided with two reinforcing steel plates (4), the two reinforcing steel plates (4) are respectively positioned at two sides of the inclined strut steel plate (3), and a first bolt (5) for fixing the cross beam (2) is arranged between the reinforcing steel plates (4) and the cross beam (2); the beam (2) and the longitudinal beam (1) are further provided with a reinforcing and connecting assembly used for fixing the beam (2).
2. The reinforced steel structure of claim 1, wherein: strengthen coupling assembling including set up in wedge (15) of the one end of crossbeam (2) and set up in wedge groove (161) on longeron (1), wedge (15) with wedge groove (161) cooperation of pegging graft, be provided with on wedge groove (161) and be used for fixing the fixed subassembly of wedge (15).
3. The reinforced steel structure of claim 2, wherein: the wedge-shaped groove (161) is arranged in a closing-up shape from top to bottom, and the wedge block (15) is matched with the wedge-shaped groove (161).
4. The reinforced steel structure of claim 3, wherein: the fixing assembly comprises a screw hole (17) formed in the wall of the wedge-shaped groove (161) and a screw rod (18) connected with the screw hole (17) in a threaded mode, the side wall of the wedge-shaped block (15) is inclined to form a through hole (20) corresponding to the screw hole (17), and the screw rod (18) penetrates through the through hole (20) and then is connected with the screw hole (17) in a threaded mode.
5. The reinforced steel structure of claim 4, wherein: the screw hole (17) and the through hole (20) are obliquely arranged, and when the screw hole (17) is aligned with the through hole (20), the oblique direction of the through hole (20) is consistent with that of the screw hole (17).
6. The reinforced steel structure of claim 5, wherein: screw hole (17) link up the lateral wall of wedge groove (161), the one end of screw rod (18) is worn out wedge groove (161), and screw-thread fit has nut (19).
7. The reinforced steel structure of claim 1, wherein: one side of bracing steel sheet (3) is provided with bracing cambered surface (32), bracing cambered surface (32) are quarter circular arc structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022397624.5U CN213897557U (en) | 2020-10-24 | 2020-10-24 | Reinforced steel structure mounted in multiple ways |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022397624.5U CN213897557U (en) | 2020-10-24 | 2020-10-24 | Reinforced steel structure mounted in multiple ways |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213897557U true CN213897557U (en) | 2021-08-06 |
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ID=77114705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022397624.5U Expired - Fee Related CN213897557U (en) | 2020-10-24 | 2020-10-24 | Reinforced steel structure mounted in multiple ways |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213897557U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114775791A (en) * | 2022-04-29 | 2022-07-22 | 梁海波 | Municipal engineering steel structure installation construction method |
| CN114837301A (en) * | 2022-05-30 | 2022-08-02 | 福建省交建集团工程有限公司 | Stepped steel plate type based node structure and construction method |
| CN115387470A (en) * | 2022-05-20 | 2022-11-25 | 中建二局第一建筑工程有限公司 | Assembled steel structure beam column joint and assembling method thereof |
-
2020
- 2020-10-24 CN CN202022397624.5U patent/CN213897557U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114775791A (en) * | 2022-04-29 | 2022-07-22 | 梁海波 | Municipal engineering steel structure installation construction method |
| CN114775791B (en) * | 2022-04-29 | 2023-08-22 | 梁海波 | Municipal engineering steel structure installation construction method |
| CN115387470A (en) * | 2022-05-20 | 2022-11-25 | 中建二局第一建筑工程有限公司 | Assembled steel structure beam column joint and assembling method thereof |
| CN114837301A (en) * | 2022-05-30 | 2022-08-02 | 福建省交建集团工程有限公司 | Stepped steel plate type based node structure and construction method |
| CN114837301B (en) * | 2022-05-30 | 2023-08-04 | 福建省交建集团工程有限公司 | Stepped steel plate-based node structure and construction method |
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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 |
Granted publication date: 20210806 |
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| CF01 | Termination of patent right due to non-payment of annual fee |