CN218881329U - T-shaped beam adopting building structure - Google Patents
T-shaped beam adopting building structure Download PDFInfo
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- CN218881329U CN218881329U CN202223289412.0U CN202223289412U CN218881329U CN 218881329 U CN218881329 U CN 218881329U CN 202223289412 U CN202223289412 U CN 202223289412U CN 218881329 U CN218881329 U CN 218881329U
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Abstract
The utility model discloses a T-shaped beam adopting a building structure, which comprises a flange and a fiber composite grid web plate, wherein a beam rib is arranged below the flange, the fiber composite grid web plate is arranged inside the flange and the beam rib, a fiber composite lath is arranged inside the fiber composite grid web plate, a first slot plate is arranged at one end of the fiber composite grid web plate, a second slot plate is arranged at the other end of the fiber composite grid web plate, a male buckle is arranged at one side of the first slot plate, a female buckle is arranged at one side of the second slot plate, a positioning hole is transversely arranged on one side of the male buckle and one side of the female buckle in a penetrating manner, and a positioning pin is arranged inside the positioning hole; cavities formed inside the fiber composite material grid web, the flanges and the beam ribs are filled with cast-in-place concrete; the fiber composite material grid web is assembled and installed through the male buckle on one side of the first clamping groove plate and the female buckle on one side of the second clamping groove plate.
Description
Technical Field
The utility model relates to a beam structure technical field specifically is an adopt T type roof beam of buildding the structure.
Background
A T-beam refers to a beam having a T-shaped cross-section. The two side-out portions are called flanges, and the middle portion is called a beam rib or a web. Since it is formed by excavating concrete in the rectangular beam in the tension area where the flexural strength is not effective. The concrete beam has the advantages that the concrete beam has the same bending strength with the original rectangular beam, the concrete can be saved, the dead weight of the member is reduced, the crossing capacity is improved, the defects of great self weight, large earthquake response, high requirement on stress of a lower structure and high consumption of non-renewable resources such as sand and stone exist in the traditional concrete beam, and particularly, the concrete beam with large dead weight is large in transportation and installation difficulty when the assembly type construction is adopted.
As in application No.: CN201420396155.7, a new type of beam-column connecting device for an assembled T-shaped member with a rib plate, wherein flanges of the T-shaped member with the rib plate are mounted on the left and right sides of the upper and lower ends of an H-shaped steel column, a web of the T-shaped member with the rib plate is connected in the middle of the flange of the T-shaped member with the rib plate, and a rib plate of the T-shaped member with the rib plate is connected at a right-angle corner formed by the flange of the T-shaped member with the rib plate and the web of the T-shaped member with the rib plate; bolt holes matched with the second high-strength bolts are reserved in flanges of the H-shaped steel column and the T-shaped part with the rib plate, and the flange of the T-shaped part with the rib plate is vertically and fixedly installed on the H-shaped steel column through the second high-strength bolts; bolt holes matched with the first high-strength bolts are reserved in the steel beam lower flange, the steel beam upper flange and the web plate of the ribbed plate T-shaped piece, and the web plate of the ribbed plate T-shaped piece is fixedly installed on the steel beam lower flange and the steel beam upper flange respectively in the horizontal direction through the first high-strength bolts; the installation is simple, and construction speed is fast, and construction cost is low, can effectively improve node mechanical properties, increases node rigidity.
A beam and column connection similar to the one described in the above application, of the assembled ribbed panel T-piece, currently suffers from the following disadvantages: the device enables the force borne by the T-shaped beam in the using process to be mainly provided for the rib plate, the reinforcing rib plate is arranged on one side of the rib plate, but the T-shaped beam is mainly internally stressed by huge force, the T-shaped beam is connected through an external device, and the connecting part is broken, so that the T-shaped beam is not as firm as integrally cast.
In view of the above, the present invention provides a T-shaped beam with a built structure, which is developed and improved in view of the existing structure and defects, so as to achieve the purpose of higher practical value.
Disclosure of Invention
An object of the utility model is to provide an adopt the T type roof beam of buildding the structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides an adopt T type roof beam of buildding structure, includes edge of a wing and fibre combined material grid web, the below on the edge of a wing is provided with the beam rib, the inside on edge of a wing and beam rib all is provided with fibre combined material grid web, and the inboard of fibre combined material grid web is provided with the fibre combined material lath, the one end of fibre combined material grid web is provided with first draw-in groove board, the other end of fibre combined material grid web is provided with second draw-in groove board, one side of first draw-in groove board is provided with the pin thread, one side of second draw-in groove board is provided with the box, and the pin thread transversely runs through with one side of box and is provided with the locating hole, the inboard of locating hole is provided with the location slightly.
Preferably, the method further comprises the following steps:
the fiber composite material grid web plate is composed of a plurality of fiber composite material laths, and a triangular structure is formed among the fiber composite material laths.
Preferably, the method further comprises the following steps:
and cavities formed by the fiber composite material grid web plate, the flange and the beam rib are filled with cast-in-place concrete.
Preferably, the method further comprises the following steps:
the male buckle on one side of the first clamping groove plate and the female buckle on one side of the second clamping groove plate form a buckle mechanism, and the adjacent gap between the male buckles is matched with the shape of the female buckle.
Preferably, the method further comprises the following steps:
the positioning holes and the positioning tips on one sides of the male buckle and the female buckle form a positioning mechanism.
Preferably, the method further comprises the following steps:
the fiber composite material grid web is extended through the male buckle on one side of the first clamping groove plate and the female buckle on one side of the second clamping groove plate.
Compared with the prior art, the beneficial effects of the utility model are that: the fiber composite material grid web installed by the device adopts a combinable installation mode, so that the phenomenon of disconnection can not occur when the fiber composite material grid web is filled in the flange and the beam rib, the fiber composite material grid web can be installed in a combination mode by utilizing the male buckle and the female buckle, and when the fiber composite material grid web is arranged between the flange and the beam rib transversely and is not long enough, the fiber composite material grid web is prolonged through the male buckle and the female buckle, so that the pouring of the T-shaped beam joint is firmer;
and inside a plurality of fibre composite laths that use of fibre composite grid web form the triangle-shaped structure, make the difficult emergence deformation of T type roof beam, can bear great pressure, and be provided with the reinforcing plate in floor both sides for share the pressure that the floor received, have the light advantage of quality moreover, have stronger bearing capacity under the same weight, the convenient advantage of transport, the maintenance cost is in order to be less than pure concrete structure.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a grid web of the fiber composite material of the present invention;
fig. 3 is a schematic view of the front cut structure of the fiber composite material grid web of the present invention.
In the figure: 1. a flange; 2. a beam rib; 3. a fiber composite grid web; 4. casting concrete in situ; 5. a first slot plate; 6. a second slot plate; 7. a male buckle; 8. a female buckle; 9. a fiber composite plank; 10. positioning holes; 11. the tip is positioned.
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. 1-3, the present invention provides a technical solution: a T-shaped beam adopting a building structure comprises a flange 1 and a fiber composite material grid web 3, a beam rib 2 is arranged below the flange 1, the fiber composite material grid web 3 is arranged in the flange 1 and the beam rib 2, a fiber composite material lath 9 is arranged on the inner side of the fiber composite material grid web 3, a first slot plate 5 is arranged at one end of the fiber composite material grid web 3, a second slot plate 6 is arranged at the other end of the fiber composite material grid web 3, a male buckle 7 is arranged on one side of the first slot plate 5, a female buckle 8 is arranged on one side of the second slot plate 6, a positioning hole 10 transversely penetrates through one side of the male buckle 7 and one side of the female buckle 8, a positioning pin 11 is arranged on the inner side of the positioning hole 10, when the fiber composite material grid web 3 is not long enough, the fiber composite material grid web 3 is lengthened through the male buckle 7 and the female buckle 8, and therefore the connection position of the T-shaped beam is firmer in pouring; the fiber composite material grid web 3 is composed of a plurality of fiber composite material laths 9, a triangular structure is formed among the fiber composite material laths 9, so that the T-shaped beam is not easy to deform and can bear larger pressure, and reinforcing plates are arranged on two sides of the ribbed plate and used for sharing the pressure borne by the ribbed plate; the cavity formed by the fiber composite material grid web 3, the flange 1 and the beam rib 2 is filled with cast-in-place concrete 4, and the cast-in-place concrete 4 and the fiber composite material grid web 3 are poured, so that the performance of the cast-in-place concrete 4 is more durable on the original basis; the male buckles 7 on one side of the first slot plate 5 and the female buckles 8 on one side of the second slot plate 6 form a buckling mechanism, gaps between the adjacent male buckles 7 are matched with the shape of the female buckles 8, the fiber composite material grid web 3 is assembled and installed through the male buckles 7 on one side of the first slot plate 5 and the female buckles 8 on one side of the second slot plate 6, and in the using process, the length of the fiber composite material grid web 3 is not enough or the T-shaped beam is enabled to have stronger bearing capacity through the installation of the combined fiber composite material grid web 3 at the connecting position of the T-shaped beam; the positioning holes 10 and the positioning tips 11 on one sides of the male buckle 7 and the female buckle 8 form a positioning mechanism, and after the male buckle 7 and the female buckle 8 are buckled, the male buckle 7 and the female buckle 8 are fixed together through the positioning holes 10 and the positioning tips 11, so that the male buckle 7 and the female buckle 8 are prevented from falling off after being fixed.
The working principle is as follows: according to the drawings 1-3, when the device is used, firstly, fiber composite material grid webs 3 are transversely and equidistantly distributed in the flange 1 and the beam rib 2, concrete 4 is cast in situ in the flange 1 and the beam rib 2, and a triangular structure is formed between fiber composite material battens 9, so that a T-shaped beam is not easy to deform and can bear larger pressure, and reinforcing plates are arranged on two sides of a ribbed plate and used for sharing the pressure on the ribbed plate; when 3 length of fibre combined material grid web is not enough, the extension is made up with second draw-in groove board 6 to first draw-in groove board 5 at 3 both ends of accessible fibre combined material grid web, be provided with pin thread 7 and box 8 on first draw-in groove board 5 and the second draw-in groove board 6, and pin thread 7 is the lock structure with box 8, space and box 8's shape phase-match between the adjacent pin thread 7, the fibre combined material grid after having guaranteed to extend keeps straight state, the condition that the arch is uneven can not appear, one side of pin thread 7 and box 8 is provided with locating hole 10, the inboard that locating hole 10 can be inserted to the location 11 slightly, thereby the phenomenon that drops appears when preventing fibre combined material grid web 3 to connect.
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 adopt and build T type roof beam of structure, its characterized in that, including edge of a wing (1) and fibre composite grid web (3), the below on edge of a wing (1) is provided with beam rib (2), the inside on edge of a wing (1) and beam rib (2) all is provided with fibre composite grid web (3), and the inboard of fibre composite grid web (3) is provided with fibre composite lath (9), the one end of fibre composite grid web (3) is provided with first draw-in groove board (5), the other end of fibre composite grid web (3) is provided with second draw-in groove board (6), one side of first draw-in groove board (5) is provided with public knot (7), one side of second draw-in groove board (6) is provided with female knot (8), and just one side of public knot (7) and female knot (8) transversely runs through and is provided with locating hole (10), the inboard of locating hole (10) is provided with location slightly (11).
2. A T-beam in building construction according to claim 1, characterised in that the fibre composite lattice web (3) consists of a number of fibre composite battens (9) and that the fibre composite battens (9) form a triangular structure between them.
3. A T-beam of building construction according to claim 2, characterised in that the fibre composite lattice web (3) and the cavities formed inside the flanges (1) and beam ribs (2) are filled with cast in place concrete (4).
4. A T-shaped beam adopting a building structure according to claim 3, characterized in that a male buckle (7) at one side of the first slot plate (5) and a female buckle (8) at one side of the second slot plate (6) form a buckle mechanism, and a gap between the adjacent male buckles (7) is matched with the shape of the female buckle (8).
5. A T-shaped beam adopting a building structure according to claim 4, characterized in that the positioning holes (10) and the positioning pins (11) on one side of the male buckle (7) and the female buckle (8) form a positioning mechanism.
6. A T-beam of building construction according to claim 5, characterised in that the fibre composite lattice web (3) is assembled by a male (7) on the side of the first channel plate (5) and a female (8) on the side of the second channel plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223289412.0U CN218881329U (en) | 2022-12-08 | 2022-12-08 | T-shaped beam adopting building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223289412.0U CN218881329U (en) | 2022-12-08 | 2022-12-08 | T-shaped beam adopting building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218881329U true CN218881329U (en) | 2023-04-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223289412.0U Active CN218881329U (en) | 2022-12-08 | 2022-12-08 | T-shaped beam adopting building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218881329U (en) |
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2022
- 2022-12-08 CN CN202223289412.0U patent/CN218881329U/en active Active
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