CN218580880U - Connection structure of timber beams and girder steel - Google Patents
Connection structure of timber beams and girder steel Download PDFInfo
- Publication number
- CN218580880U CN218580880U CN202222944663.1U CN202222944663U CN218580880U CN 218580880 U CN218580880 U CN 218580880U CN 202222944663 U CN202222944663 U CN 202222944663U CN 218580880 U CN218580880 U CN 218580880U
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- wood
- steel
- wood beam
- connection structure
- connecting plate
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Abstract
The utility model relates to a connection structure of wood beam and girder steel, wood beam and girder steel mutually perpendicular set up, and connection structure includes: the connecting plate is vertically fixed on the side part of the steel beam and arranged corresponding to the wood beam, and the connecting plate is inserted in the wood beam; the bolts penetrate through the connecting plate and the wood beam; and the reinforcing strips are arranged at intervals and attached to the surface of the wood beam. The utility model discloses the effectual problem of having solved the wooden roof beam as the simple beam influences the headroom greatly, through the connection structure who optimizes wooden roof beam and girder steel for the wooden roof beam together bears the load as continuous roof beam and girder steel, with the bending moment in striding that reduces the wooden roof beam, thereby reduces the influence of wooden roof beam to the building headroom.
Description
Technical Field
The utility model relates to a construction field refers in particular to a connection structure of timber beams and girder steel.
Background
The steel-wood structure is characterized in that modern steel components and traditional wood components are combined in different modes, a new component system is rebuilt, load-bearing components such as columns and beams adopt a steel structure form, and outer-coated components adopt a wood structure form, so that the structural system is firmer and more durable than a traditional wood frame system and has a more abundant expression form than a modern pure steel frame, and the steel-wood structure is widely applied to the practice of buildings and gardens.
At present, a wood beam and a steel beam in a steel-wood structure are generally connected in a hinged mode, so that the wood beam needs to be calculated according to the stress of a simply supported beam during design, the span bending moment of the wood beam is large, the calculated section height of the wood beam is large, and the clearance of the whole structure is influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide a connection structure of wooden roof beam and girder steel, solved the wooden roof beam and influenced big problem to the headroom as simple beam, through the connection structure who optimizes wooden roof beam and girder steel for the wooden roof beam is as continuous beam and girder steel together undertakes the load, with the bending moment in striding that reduces the wooden roof beam, thereby reduces the influence of wooden roof beam to the building headroom.
The technical scheme for realizing the purpose is as follows:
the utility model provides a connection structure of timber beams and girder steel, timber beams and girder steel mutually perpendicular set up, and connection structure includes:
the connecting plate is vertically fixed on the side part of the steel beam and arranged corresponding to the wood beam, and the connecting plate is inserted in the wood beam;
the bolts penetrate through the connecting plate and the wood beam; and
the reinforcing strips are arranged at intervals and attached to the surface of the wood beam.
The utility model discloses a connection structure of wood beam and girder steel, through the lateral part fixed connection board at the girder steel, and then insert the connecting plate and locate the wood beam and use bolt fixed connection wood beam and connecting plate, surface interval at the wood beam sets up a plurality of reinforcement strips, thereby connect wood beam and girder steel, and use this kind of mode to connect the back wood beam and can regard as continuous roof beam and girder steel together to bear the load, the problem that the wood beam influences the headroom greatly as simple beam has been solved, through the connection structure who optimizes wood beam and girder steel, make the wood beam together bear the load as continuous roof beam and girder steel, in order to reduce the mid-span moment of flexure of wood beam, thereby reduce the influence of wood beam to the building headroom.
The utility model discloses wood beam lies in with the further improvement of the connection structure of girder steel, and the connecting plate welds in the lateral part of girder steel.
The utility model discloses the connection structure's of wood beam and girder steel further improvement lies in, still including paining the gluing layer in the gap department of wood beam and girder steel.
The utility model discloses wood beam and the connection structure's of girder steel further improvement lies in, still including corresponding the draw-in groove that the connecting plate seted up in the wood beam, the draw-in groove is located to the connecting plate card.
The utility model discloses wood beam and the connection structure's of girder steel further improvement lies in, still including seting up in the through-hole of connecting plate, wood beam and through-hole are worn to locate by the bolt.
The utility model discloses the connection structure's of wood beam and girder steel further improvement lies in, still including corresponding the through-hole and seting up in the screw of wood beam, the bolt spiro union screw wears to locate the through-hole.
The utility model discloses the connection structure's of wood beam and girder steel further improvement lies in, and two have been seted up to the through-hole.
The utility model discloses the connection structure's of timber beams and girder steel further improvement lies in, consolidates the strip and be carbon cloth.
The utility model discloses the connection structure's of timber beams and girder steel further improvement lies in, consolidates the strip and be the steel sheet.
Drawings
Fig. 1 is the utility model discloses the connection structure's of timber beams and girder steel top view.
Fig. 2 is the utility model discloses the front view of connecting plate among the connection structure of wood beam and girder steel.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1, the utility model provides a connection structure of wooden beam and girder steel, through the lateral part fixed connection board at the girder steel, and then insert the connecting plate and locate the wooden beam and use bolt fixed connection wooden beam and connecting plate, surface interval at the wooden beam sets up a plurality of reinforcement strips, thereby connect wooden beam and girder steel, and use this kind of mode to connect back wooden beam and can regard as continuous roof beam and girder steel together to undertake the load, the problem that the wooden beam influences big as simple beam to the headroom has been solved, through optimizing the connection structure of wooden beam and girder steel, make the wooden beam together undertake the load as continuous roof beam and girder steel, in order to reduce the midspan moment of bending of wooden beam, thereby reduce the influence of wooden beam to the building headroom. The following description is made of the connection structure of the wood beam and the steel beam according to the present invention with reference to the accompanying drawings.
Referring to fig. 1, fig. 1 is a top view of the connection structure of the wood beam and the steel beam of the present invention. The connection structure of the wood beam and the steel beam of the present invention will be described with reference to fig. 1.
As shown in fig. 1 and 2, the utility model discloses the connection structure of wooden roof beam and girder steel, wooden roof beam 21 sets up with girder steel 22 mutually perpendicular, and connection structure includes:
the connecting plate 11 is vertically fixed on the side part of the steel beam 22 and is arranged corresponding to the wood beam 21, and the connecting plate 11 is inserted into the wood beam 21;
and the reinforcing strips 13 are arranged at intervals and are attached to the surface of the wood beam 21.
Preferably, the reinforcing strip 13 is a carbon fiber cloth.
Preferably, the reinforcing strip 13 is a steel plate.
As a preferred embodiment of the present invention, the connecting plate 11 is welded to the side of the steel beam 22.
Further, the adhesive layer 14 is coated at the gap between the wood beam 21 and the steel beam 22.
Furthermore, the connecting device also comprises a clamping groove which is arranged on the wood beam 21 corresponding to the connecting plate 11, and the connecting plate 11 is clamped on the clamping groove.
Specifically, the connecting device further comprises a through hole 112 formed in the connecting plate 11, and the bolt 12 penetrates through the wood beam 21 and the through hole.
Specifically, the wood beam further comprises a screw hole corresponding to the through hole 112 and formed in the wood beam 21, and the bolt 12 is screwed in the screw hole and penetrates through the through hole 112.
Preferably, there are two through holes 112.
The specific implementation manner of the utility model is as follows:
polishing the part of the wood beam 21 to be jointed with the steel beam 22, and repairing the position of the crack or pit of the wood beam 21 by using repair glue;
the end part of the wood beam 21 is provided with a clamping groove and a screw hole;
welding the connecting plate 11 to the side surface of the steel beam 22, and coating an adhesive on the side surface of the steel beam 22 to form an adhesive layer 14;
installing the wood beam 21 in place, clamping the connecting plate 11 in the clamping groove, and filling a gap between the end part of the wood beam 21 and the side surface of the steel beam 22 with the adhesive layer 14;
the bolt 12 is screwed into the screw hole and penetrates through the through hole 112, so that the connecting plate 11 and the wood beam 21 are connected, and the wood beam 21 is fixedly connected with the steel beam 22;
a plurality of reinforcing strips 13 are fixed on the surface of the wood beam 21 at intervals, and for example, the vertical section of the wood beam 21 is rectangular, and the reinforcing strips are enclosed to be rectangular so as to be attached to the four surfaces of the wood beam 21.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which is to be interpreted as broadly as the appended claims define the scope of the invention.
Claims (9)
1. The utility model provides a connection structure of timber beams and girder steel, its characterized in that, timber beams and girder steel mutually perpendicular set up, connection structure includes:
the connecting plate is vertically fixed on the side part of the steel beam and arranged corresponding to the wood beam, and the connecting plate is inserted into the wood beam;
the bolt penetrates through the connecting plate and the wood beam; and
the reinforcing strips are arranged at intervals and attached to the surface of the wood beam.
2. The wood beam-steel beam connection structure according to claim 1, wherein the connection plate is welded to a side portion of the steel beam.
3. The wood beam and steel beam connecting structure according to claim 2, further comprising an adhesive layer applied to a gap between the wood beam and the steel beam.
4. The connecting structure of the wood beam and the steel beam as claimed in claim 1, further comprising a slot corresponding to the connecting plate and provided on the wood beam, wherein the connecting plate is engaged with the slot.
5. The connecting structure of a wood beam and a steel beam according to claim 1, further comprising a through hole opened in the connecting plate, wherein the bolt is inserted through the wood beam and the through hole.
6. The connecting structure of a wood beam and a steel beam according to claim 5, further comprising a screw hole corresponding to the through hole and opened in the wood beam, wherein the bolt is screwed in the screw hole and penetrates through the through hole.
7. The wood beam-steel beam connection structure according to claim 5, wherein two through holes are formed.
8. The wood beam-steel beam connection structure according to claim 1, wherein the reinforcing strips are carbon fiber cloth.
9. A connection structure of a wood beam and a steel beam according to claim 1, wherein the reinforcing bars are steel plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222944663.1U CN218580880U (en) | 2022-11-04 | 2022-11-04 | Connection structure of timber beams and girder steel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222944663.1U CN218580880U (en) | 2022-11-04 | 2022-11-04 | Connection structure of timber beams and girder steel |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218580880U true CN218580880U (en) | 2023-03-07 |
Family
ID=85376759
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202222944663.1U Active CN218580880U (en) | 2022-11-04 | 2022-11-04 | Connection structure of timber beams and girder steel |
Country Status (1)
Country | Link |
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CN (1) | CN218580880U (en) |
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2022
- 2022-11-04 CN CN202222944663.1U patent/CN218580880U/en active Active
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