CN214497859U - Assembled steel sheet concrete combination shear force wall and girder steel connection structure - Google Patents
Assembled steel sheet concrete combination shear force wall and girder steel connection structure Download PDFInfo
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- CN214497859U CN214497859U CN202120403519.XU CN202120403519U CN214497859U CN 214497859 U CN214497859 U CN 214497859U CN 202120403519 U CN202120403519 U CN 202120403519U CN 214497859 U CN214497859 U CN 214497859U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 151
- 239000010959 steel Substances 0.000 title claims abstract description 151
- 238000005728 strengthening Methods 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 230000008569 process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an assembled steel sheet concrete combination shear force wall and girder steel connection structure, including shear force wall steel sheet, supporting seat and girder steel, the inside intermediate position department of shear force wall steel sheet installs the fixed station, shear force wall steel sheet one side is located fixed station corresponding position department and installs the fixing base, the fixing base deviates from shear force wall steel sheet one side intermediate position department and installs the supporting seat, be close to fixing base one side in the middle of the supporting seat top and install the bottom plate, the bottom plate top is located fixing base one side intermediate position department and installs the backup pad, the roof is installed on the backup pad top, the supporting seat top is located supporting seat one side and installs the girder steel. The utility model provides a current device adopt to set up macropore installation girder steel on the shear force wall steel sheet more, influence the shear force wall and use support intensity, the safety in utilization is not good, and installs comparatively loaded down with trivial details, uses the not good problem of convenience, has improved the utility model discloses support intensity and use convenience.
Description
Technical Field
The utility model relates to a building structure technical field specifically is an assembled steel sheet concrete combination shear force wall and girder steel connection structure.
Background
With the rapid development of economic technology in China, the assembled building structure is more and more concerned by people. At present, the assembled structure is pushed on a large scale in China, wherein the steel plate concrete combined shear wall is one of the systems. The steel and concrete are effectively combined to form a novel lateral force resistant component, the strength of the concrete is improved under the constraint action of the steel plate, the material performance advantages of light weight, high strength and high concrete rigidity of the steel are brought into play, and when the fabricated building is built, the shear wall and the steel beam need to be connected through the connecting structure.
The existing connecting structure is mainly characterized in that a large hole is formed in a steel plate of the shear wall to install a steel beam, so that the use and support strength of the shear wall are affected, the use safety is poor, the installation is complex, and the use convenience is poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled steel sheet concrete combination shear force wall and girder steel connection structure possesses the convenient advantage of installation, has solved the many adoption of current device and has seted up macropore installation girder steel on the shear force wall steel sheet, influences the shear force wall and uses support strength, and the safety in utilization is not good, and installs comparatively loaded down with trivial details, uses the not good problem of convenience.
In order to achieve the above object, the utility model provides a following technical scheme: an assembly type steel plate concrete combined shear wall and steel beam connecting structure comprises a shear wall steel plate, a supporting seat and a steel beam, wherein a fixing table is arranged at the middle position inside the shear wall steel plate, a fixing seat is arranged at the position, corresponding to the fixing table, of one side of the shear wall steel plate, the supporting seat is arranged at the position, deviating from the middle position of one side of the shear wall steel plate, of the fixing seat, a bottom plate is arranged at the middle, close to one side of the fixing seat, of the top end of the supporting seat, a supporting plate is arranged at the middle position, located at one side of the fixing seat, of the top end of the supporting seat, a steel beam is arranged at the position, located at one side of the supporting seat, of the top end inside the steel beam, a steel beam bottom plate is arranged at the position of the bottom end inside the steel beam, a steel beam supporting plate is arranged at a gap between the steel beam top plate and the steel beam bottom plate inside the steel beam, connecting plate B is installed with roof top clearance position department in girder steel roof top, connecting plate C is installed with two clearance position departments in roof bottom in girder steel roof bottom both sides, connecting plate A is all installed with back surface intermediate clearance position department in backup pad and girder steel backup pad front surface intermediate clearance position department, connecting plate D is installed with roof top both sides clearance position department in girder steel bottom plate top both sides, connecting plate E is installed with two clearance position departments in roof bottom in girder steel roof bottom both sides.
Preferably, a limiting hole is formed in one side, close to the fixing seat, of the inside of the fixing table, a limiting column is installed on one side, close to the fixing table, of the fixing seat, and the limiting column is clamped on the inner surface of the limiting hole.
Preferably, concrete is filled in the middle position inside the shear wall steel plate.
Preferably, the outer surface of the fixed seat is provided with a welding seam at the position of the gap between the steel plates of the shear wall.
Preferably, the supporting seat bottom and the fixing base clearance position department install the strengthening rib, the strengthening rib is equipped with two altogether, and two the strengthening rib branch is located the supporting seat bottom and is located fixing base intermediate space position department.
Preferably, the connecting plate A, the connecting plate B and the connecting plate C are arranged on two sides of the connecting plate A, the connecting plate B and the connecting plate C, and the connecting plate E and the connecting plate D are connected through strong bolts.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses a set up fixed station, spacing hole and spacing post, reach the effect of strengthening the support fixing base, set up the fixed station in the inside intermediate position department of shear force wall steel sheet, be close to fixing base one side in the fixed station inside and set up spacing hole, be close to fixing station one side at the fixing base and set up spacing post, and spacing post clamps in spacing downthehole surface to it is not good to solve fixing base bearing capacity, and the not good problem of safety in utilization has improved the utility model discloses a safety in utilization.
2. The utility model discloses a be located fixing base intermediate space position department at the supporting seat bottom and set up two strengthening ribs, reach the effect that increases supporting seat support intensity to it is great to solve the supporting seat atress, and the problem of easy emergence song becomes has improved the utility model discloses a life.
3. The utility model achieves the effect of rapidly assembling steel beams by arranging a connecting plate A, a connecting plate B, a connecting plate C, a connecting plate D and a connecting plate E, wherein the connecting plate B is arranged at the clearance position between the top end of a steel beam top plate, the connecting plates C are arranged at the clearance positions between the two sides of the bottom end of the steel beam top plate and the bottom end of the top plate, the connecting plates A are arranged at the clearance position between the middle surface of the front surface of a supporting plate and the rear surface of a steel beam supporting plate, the connecting plates D are arranged at the clearance positions between the two sides of the top end of a steel beam bottom plate and the two sides of the top end of the top plate, the connecting plates E are arranged at the clearance positions between the two sides of the bottom end of the steel beam top plate and the two sides of the bottom end of the top plate, the connecting plates A, the connecting plates B and the connecting plates C, the connecting plates E and the connecting plates D are all connected through strong bolts, so as to solve the problems of tedious installation of steel beams and poor convenience in use, improve the utility model discloses the use convenience.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic view of the supporting seat, the steel beam and the fixing seat of the present invention;
fig. 3 is a schematic side view of the present invention.
In the figure: 1. shear wall steel plates; 2. a limiting hole; 3. a fixed table; 4. concrete; 5. a fixed seat; 6. a base plate; 7. reinforcing ribs; 8. a supporting seat; 9. a steel beam; 10. a top plate; 11. a limiting column; 12. a connecting plate A; 13. a support plate; 14. a connecting plate B; 15. connecting plates C; 16. a steel beam top plate; 17. a steel beam support plate; 18. a steel beam bottom plate; 19. a connecting plate D; 20. a connecting plate E; 21. a strong bolt; 22. and (6) welding the seam.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 and 2, the utility model provides a technical scheme of an assembled steel plate concrete combination shear wall and steel beam connection structure: a connecting structure of an assembled steel plate concrete combined shear wall and a steel beam comprises a shear wall steel plate 1, a supporting seat 8 and a steel beam 9, wherein a fixing table 3 is arranged at the middle position inside the shear wall steel plate 1, a fixing seat 5 is arranged at the position, corresponding to the fixing table 3, of one side of the shear wall steel plate 1, the supporting seat 8 is arranged at the middle position of one side, away from the shear wall steel plate 1, of the fixing seat 5 and is used for supporting the steel beam 9, a bottom plate 6 is arranged at the middle of the top end of the supporting seat 8, close to one side of the fixing seat 5, a supporting plate 13 is arranged at the middle position of the top end of the bottom plate 6, a top plate 10 is arranged at the top end of the supporting plate 13, the steel beam 9 is arranged at one side of the supporting seat 8, a steel beam top plate 16 is arranged at the top end inside the steel beam 9, a steel beam bottom plate 18 is arranged at the bottom position inside the steel beam 9, and a supporting plate 17 is arranged at a gap between the steel beam top plate 16 and the steel beam bottom plate 18, connecting plate B14 is installed to girder steel roof 16 top and roof 10 top clearance position department, connecting plate C15 is installed to girder steel roof 16 bottom both sides and roof 10 bottom two clearance position departments, connecting plate A12 is all installed to backup pad 13 and girder steel backup pad 17 front surface intermediate clearance position department and rear surface intermediate clearance position department, connecting plate D19 is installed to girder steel bottom plate 18 top both sides and roof 10 top both sides clearance position department, connecting plate E20 is installed to girder steel roof 16 bottom both sides and roof 10 bottom two clearance position departments, the inside fixing base 5 one side of being close to of fixed station 3 is equipped with spacing hole 2, fixing base 3 one side of being close to of fixed station is installed spacing post 11, spacing post 11 clamps in spacing hole 2 internal surface, for increase fixing base 5's joint strength, the inside intermediate position department of shear force wall steel sheet 1 fills has concrete 4.
Referring to fig. 3, the utility model provides an assembled steel plate concrete combination shear wall and girder steel connection structure technical scheme: a connecting structure of an assembled steel plate concrete combined shear wall and a steel beam comprises a shear wall steel plate 1, a supporting seat 8 and a steel beam 9, wherein a fixing table 3 is arranged at the middle position inside the shear wall steel plate 1, a fixing seat 5 is arranged at the position, corresponding to the fixing table 3, of one side of the shear wall steel plate 1, a welding seam 22 is arranged at the position, corresponding to the gap position, of the shear wall steel plate 1, of the outer surface of the fixing seat 5, a supporting seat 8 is arranged at the middle position, away from the shear wall steel plate 1, of the fixing seat 5, a bottom plate 6 is arranged at the middle position, close to the fixing seat 5, of the top end of the supporting seat 8, a supporting plate 13 is arranged at the middle position, at the top end of the fixing seat 5, of the supporting plate 13, a top plate 10 is arranged at the top end of the supporting seat 8, a steel beam 9 is arranged at the top end inside the steel beam 9, a steel beam top plate 16 is arranged at the bottom end inside the steel beam 9, a steel beam supporting plate 17 is arranged in the steel beam 9 in the middle of a steel beam top plate 16 and a steel beam bottom plate 18 in a clearance mode, a connecting plate B14 is arranged at the clearance position between the top end of the steel beam top plate 16 and the top end of the top plate 10, connecting plates C15 are arranged at the clearance positions between the two sides of the bottom end of the steel beam top plate 16 and the two sides of the bottom end of the top plate 10, connecting plates A12 are arranged at the clearance position between the middle surface of the front surface and the middle surface of the rear surface of the supporting plate 13 and the steel beam supporting plate 17, connecting plates D19 are arranged at the clearance positions between the two sides of the top end of the steel beam bottom plate 18 and the two sides of the top end of the top plate 10, connecting plates E20 are arranged at the clearance positions between the two sides of the bottom end of the steel beam top plate 16 and the bottom end of the top plate 10, connecting plates A12 at the two sides, connecting plates B14 and C15, connecting plates E20 and D19 are all connected through powerful bolts 21, so as to achieve the rapid assembly of the steel beam 9 and the shear wall steel plate 1, reinforcing ribs 7 are arranged at the clearance position between the bottom end of the supporting seat 8 and the fixing seat 5, the strengthening rib 7 is equipped with two altogether, and two strengthening ribs 7 divide and locate 8 bottom of supporting seat and lie in 5 mid gap positions departments of fixing base for will strengthen the support intensity of supporting seat 8.
The working principle is as follows: will the utility model discloses after preparing, when girder steel 9 is erect to needs, through spacing post 11 and spacing hole 2, be connected fixing base 5, weld fixing base 5 in 1 one side of shear force wall steel sheet through welding process, hoist and mount girder steel 9 on 8 tops of supporting seat, through connecting plate A12 and powerful bolt 21, be connected backup pad 13 and girder steel backup pad 17, through connecting plate B14, connecting plate C15 and powerful bolt 21, be connected roof 10 and girder steel roof 16, through connecting plate D19, connecting plate E20 and powerful bolt 21, be connected bottom plate 6 and girder steel bottom plate 18, carry out fast assembly to girder steel 9, to this, this equipment work flow is accomplished.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an assembled steel sheet concrete combination shear force wall and girder steel connection structure, includes shear force wall steel sheet (1), supporting seat (8) and girder steel (9), its characterized in that: the shear wall steel plate is characterized in that a fixing table (3) is installed at the middle position inside the shear wall steel plate (1), one side of the shear wall steel plate (1) is located at the corresponding position of the fixing table (3) and is provided with a fixing seat (5), the fixing seat (5) deviates from the middle position on one side of the shear wall steel plate (1) and is provided with a supporting seat (8), a bottom plate (6) is installed at one side, close to the fixing seat (5), of the middle of the top end of the supporting seat (8), a supporting plate (13) is installed at the middle position on one side of the fixing seat (5) at the top end of the bottom plate (6), a top plate (10) is installed at the top end of the supporting plate (13), a steel beam (9) is installed at one side of the supporting seat (8) at the top end of the supporting seat (8), a steel beam top plate (16) is installed at the position inside the steel beam (9), and a steel beam bottom plate (18) is installed at the bottom position inside the steel beam (9), girder steel roof (9) inside is located girder steel roof (16) and girder steel bottom plate (18) intermediate space and installs girder steel backup pad (17), connecting plate B (14) are installed with roof (10) top intermediate space department in girder steel roof (16) top, connecting plate C (15) are installed with two intermediate space departments in roof (10) bottom in girder steel roof (16) bottom both sides, connecting plate A (12) are all installed with rear surface intermediate space department in backup pad (13) and girder steel backup pad (17) front surface intermediate space department, connecting plate D (19) are installed with roof (10) top both sides intermediate space department in girder steel bottom plate (18) top both sides, connecting plate E (20) are installed with two intermediate space departments in roof (10) bottom both sides.
2. The assembled steel plate concrete combined shear wall and steel beam connecting structure according to claim 1, wherein: the fixing platform is characterized in that a limiting hole (2) is formed in one side, close to the fixing seat (5), of the inside of the fixing platform (3), a limiting column (11) is installed on one side, close to the fixing platform (3), of the fixing seat (5), and the limiting column (11) is clamped on the inner surface of the limiting hole (2).
3. The assembled steel plate concrete combined shear wall and steel beam connecting structure according to claim 1, wherein: concrete (4) is filled in the middle of the interior of the shear wall steel plate (1).
4. The assembled steel plate concrete combined shear wall and steel beam connecting structure according to claim 1, wherein: and the outer surface of the fixed seat (5) is provided with a welding seam (22) at the position of the gap of the shear wall steel plate (1).
5. The assembled steel plate concrete combined shear wall and steel beam connecting structure according to claim 1, wherein: supporting seat (8) bottom and fixing base (5) clearance position department install strengthening rib (7), strengthening rib (7) are equipped with two altogether, and two strengthening rib (7) branch is located supporting seat (8) bottom and is located fixing base (5) middle clearance position department.
6. The assembled steel plate concrete combined shear wall and steel beam connecting structure according to claim 1, wherein: the connecting plates A (12), B (14) and C (15) and the connecting plates E (20) and D (19) on the two sides are connected through strong bolts (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120403519.XU CN214497859U (en) | 2021-02-24 | 2021-02-24 | Assembled steel sheet concrete combination shear force wall and girder steel connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120403519.XU CN214497859U (en) | 2021-02-24 | 2021-02-24 | Assembled steel sheet concrete combination shear force wall and girder steel connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214497859U true CN214497859U (en) | 2021-10-26 |
Family
ID=78221431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120403519.XU Expired - Fee Related CN214497859U (en) | 2021-02-24 | 2021-02-24 | Assembled steel sheet concrete combination shear force wall and girder steel connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214497859U (en) |
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2021
- 2021-02-24 CN CN202120403519.XU patent/CN214497859U/en not_active Expired - Fee Related
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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: 20211026 |
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| CF01 | Termination of patent right due to non-payment of annual fee |