CN211172612U - double-T plate bolt connecting structure - Google Patents
double-T plate bolt connecting structure Download PDFInfo
- Publication number
- CN211172612U CN211172612U CN201921655689.6U CN201921655689U CN211172612U CN 211172612 U CN211172612 U CN 211172612U CN 201921655689 U CN201921655689 U CN 201921655689U CN 211172612 U CN211172612 U CN 211172612U
- Authority
- CN
- China
- Prior art keywords
- plate
- embedded part
- double
- supporting concrete
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a two T board bolted connection structure can not make the rib roof beam and support the concrete beam and produce the crack when the anti-arch. The utility model comprises a double-T plate rib beam, a supporting concrete beam and an embedded part; two ends of the double-T plate rib beam are respectively arranged on the two supporting concrete beams; the method is characterized in that: the connecting plate, the reinforcing plate and the bolt are also included; one of the supporting concrete beams is fixed with an embedded part, and one end of the double-T plate rib beam is welded and fixed with the embedded part; the other supporting concrete beam is provided with a reinforcing plate, an embedded part, a connecting plate and a bolt, the reinforcing plate is welded and fixed to the bottom of the embedded part, the reinforcing plate and the embedded part are fixed to the supporting concrete beam, threaded holes are formed in the reinforcing plate and the embedded part, the connecting plate is movably arranged at the top of the embedded part, the other end of the double-T-plate rib beam is movably arranged on the supporting concrete beam and is welded and fixed with the connecting plate, an elliptical hole is formed in the connecting plate, and the bolt penetrates through the elliptical hole and is fixedly connected with the threaded holes in the reinforcing plate and the embedded part.
Description
Technical Field
The utility model relates to a two T board bolted connection structures.
Background
The prestressed concrete double-T plate should effectively transmit horizontal force, so rib beams at two ends of the double-T plate are generally welded with embedded parts on the supporting concrete beam. However, the double T-shaped plates are reversely arched under the condition of underload and shrinkage creep, and additional horizontal tension is generated on the support of the rib beam, so that cracks are generated on the rib beam and the support concrete beam, and the structure safety is influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome the above-mentioned not enough that exists among the prior art, and provide a two T board bolted connection structure that structural design is reasonable, can not make the rib roof beam and support the concrete beam and produce the crack when the invert arch.
The utility model provides a technical scheme that above-mentioned problem adopted is: a double-T plate bolt connecting structure comprises a double-T plate rib beam, a supporting concrete beam and an embedded part; two ends of the double-T plate rib beam are respectively arranged on the two supporting concrete beams; the method is characterized in that: the connecting plate, the reinforcing plate and the bolt are also included; one of the supporting concrete beams is fixed with an embedded part, and one end of the double-T plate rib beam is welded and fixed with the embedded part; the other supporting concrete beam is provided with a reinforcing plate, an embedded part, a connecting plate and a bolt, the reinforcing plate is welded and fixed to the bottom of the embedded part, the reinforcing plate and the embedded part are fixed to the supporting concrete beam, threaded holes are formed in the reinforcing plate and the embedded part, the connecting plate is movably arranged at the top of the embedded part, the other end of the double-T-plate rib beam is movably arranged on the supporting concrete beam and is welded and fixed with the connecting plate, an elliptical hole is formed in the connecting plate, and the bolt penetrates through the elliptical hole and is fixedly connected with the threaded holes in the reinforcing plate and the embedded part.
The axis of elliptical hole set up along the mid-span direction of two T boards.
Bolt and elliptical hole clearance fit.
Compared with the prior art, the utility model, have following advantage and effect: the utility model discloses two T board rib roof beams take one end welded fastening, and the form of bolted connection elliptical aperture for the other end, under the anti-arch and creep effect, this end can produce the displacement, can not make the rib roof beam and support the concrete beam and produce the crack, and under the earthquake operating mode, through the interact transmission horizontal force of bolt and connecting plate, has guaranteed the safety under the major structure earthquake operating mode.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic view of the structure in the direction of a-a in fig. 1.
Fig. 3 is a schematic structural diagram of a connection plate according to an embodiment of the present invention.
Fig. 4 is a schematic view of the connection between the bolt and the elliptical hole according to the embodiment of the present invention.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings by way of examples, which are illustrative of the present invention and are not limited to the following examples.
Referring to fig. 1-4, the embodiment of the present invention includes a double-T plate rib beam 1, a supporting concrete beam 2, an embedded part 3, a connecting plate 4, a reinforcing plate 5 and a bolt 6.
Two ends of the double-T plate rib beam 1 are respectively arranged on the two supporting concrete beams 2.
An embedded part 3 is fixed on one of the supporting concrete beams 2, and one end of the double-T plate rib beam 1 is welded and fixed with the embedded part 3.
The other supporting concrete beam 2 is provided with a reinforcing plate 5, an embedded part 3, a connecting plate 4 and a bolt 6; the reinforcing plate 5 is welded and fixed at the bottom of the embedded part 3, the reinforcing plate 5 and the embedded part 3 are both fixed on the supporting concrete beam 2, and threaded holes are formed in the reinforcing plate 5 and the embedded part 3; the connecting plate 4 is movably arranged at the top of the embedded part 3, an elliptical hole 41 is formed in the connecting plate 4, and the bolt 6 penetrates through the elliptical hole 41 and then is fixedly connected with the reinforcing plate 5 and a threaded hole in the embedded part 3; the other end of the double-T plate rib beam 1 is movably arranged on the supporting concrete beam 2 and is fixedly welded with the connecting plate 4. The bolt 6 is in clearance fit with the elliptical hole 41, so that the displacement of the double-T plate rib beam 1 can be ensured, and the overlarge displacement of the double-T plate rib beam 1 can be prevented.
The combination of the reinforcing plate 5 and the embedment 3 is thicker than the single embedment 3, increasing the coupling strength of the bolt 6.
The central axis of the elliptical hole 41 is arranged along the midspan direction of the double-T plate.
When the double-T plate is inverted and creeps, one end of the rib beam can generate displacement on the embedded part 3 through the connecting plate 4, cracks can not be generated on the rib beam and the supporting concrete beam, and under the earthquake working condition, horizontal force is transmitted through the interaction of the bolt 6 and the connecting plate 4, so that the safety of the main body structure under the earthquake working condition is ensured.
In addition, it should be noted that the specific embodiments described in the present specification may be different in the components, the shapes of the components, the names of the components, and the like, and the above description is only an example of the structure of the present invention. All the equivalent changes or simple changes made according to the structure, characteristics and principle of the utility model are included in the protection scope of the utility model. Various modifications, additions and substitutions may be made by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (3)
1. A double-T plate bolt connecting structure comprises a double-T plate rib beam, a supporting concrete beam and an embedded part; two ends of the double-T plate rib beam are respectively arranged on the two supporting concrete beams; the method is characterized in that: the connecting plate, the reinforcing plate and the bolt are also included; one of the supporting concrete beams is fixed with an embedded part, and one end of the double-T plate rib beam is welded and fixed with the embedded part; the other supporting concrete beam is provided with a reinforcing plate, an embedded part, a connecting plate and a bolt, the reinforcing plate is welded and fixed to the bottom of the embedded part, the reinforcing plate and the embedded part are fixed to the supporting concrete beam, threaded holes are formed in the reinforcing plate and the embedded part, the connecting plate is movably arranged at the top of the embedded part, the other end of the double-T-plate rib beam is movably arranged on the supporting concrete beam and is welded and fixed with the connecting plate, an elliptical hole is formed in the connecting plate, and the bolt penetrates through the elliptical hole and is fixedly connected with the threaded holes in the reinforcing plate and the embedded part.
2. The double-T-plate bolting structure according to claim 1, wherein: the central axis of the elliptical hole is arranged along the midspan direction of the double-T plate.
3. The double-T-plate bolting structure according to claim 1, wherein: the bolt is in clearance fit with the elliptical hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921655689.6U CN211172612U (en) | 2019-09-30 | 2019-09-30 | double-T plate bolt connecting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921655689.6U CN211172612U (en) | 2019-09-30 | 2019-09-30 | double-T plate bolt connecting structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211172612U true CN211172612U (en) | 2020-08-04 |
Family
ID=71805910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921655689.6U Active CN211172612U (en) | 2019-09-30 | 2019-09-30 | double-T plate bolt connecting structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211172612U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110629916A (en) * | 2019-09-30 | 2019-12-31 | 中国联合工程有限公司 | double-T-plate bolt connecting structure |
-
2019
- 2019-09-30 CN CN201921655689.6U patent/CN211172612U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110629916A (en) * | 2019-09-30 | 2019-12-31 | 中国联合工程有限公司 | double-T-plate bolt connecting structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211172612U (en) | double-T plate bolt connecting structure | |
KR101681520B1 (en) | Method and structure for reinforcement construction of concrete structure using carbon fiber sheet and reinforced member | |
CN110905229B (en) | Concrete beam reinforcing structure and construction method thereof | |
JP2019132119A (en) | Structure for enhancing performance of laminated beams | |
CN211172611U (en) | double-T plate welding nail connecting structure | |
KR101194482B1 (en) | The steel systhesis beam and the method threreof | |
US10823150B2 (en) | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure | |
CN211341350U (en) | double-T-plate limiting plate connecting structure | |
CN105040851A (en) | Extensible arm truss system replaceable after earthquake | |
CN204738400U (en) | A connected node that is used for increasing equipment that hangs under concrete beam having | |
CN203669323U (en) | Telescopic assembling work platform support | |
CN110629916A (en) | double-T-plate bolt connecting structure | |
CN215053871U (en) | Newly-increased interlayer steel beam and concrete column connecting joint | |
CN215406581U (en) | Buckle type connecting structure, prefabricated plate body structure adopting same and prefabricated plate-beam integrated structure | |
CN210396223U (en) | Photovoltaic power plant shaft tower reinforcing apparatus | |
CN210562618U (en) | Joist connecting joint of assembled floor system | |
KR100974068B1 (en) | The suspension bridge displaced control method for which suspension bridge bar hanger device and this were used | |
KR20120042183A (en) | Damping type structure | |
CN110607865A (en) | double-T plate welding nail connecting structure | |
CN107419848B (en) | A kind of metal chain-steel fiber reinforced concrete beams component | |
CN210049377U (en) | High-rise building structure coupling beam | |
CN205296409U (en) | Two -sided fixed anticreep steelframe connecting piece | |
CN213805883U (en) | Connecting device for connecting steel beam and concrete column | |
CN110607864A (en) | Connecting structure of double-T-plate limiting plate | |
CN204983211U (en) | Removable semi -girder trussing in back realizes shaking |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |