CN220848244U - High-strength assembled floor system - Google Patents

High-strength assembled floor system Download PDF

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Publication number
CN220848244U
CN220848244U CN202322709536.8U CN202322709536U CN220848244U CN 220848244 U CN220848244 U CN 220848244U CN 202322709536 U CN202322709536 U CN 202322709536U CN 220848244 U CN220848244 U CN 220848244U
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China
Prior art keywords
superstructure
floor
board
roof beam
sides face
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CN202322709536.8U
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Chinese (zh)
Inventor
项卫民
赵清林
彭丹
梅玲
廖丽红
龙滕虹
汤伟
汤俊
王耀光
崔延飞
方一明
李庆雄
陈祥红
胡宝田
丁余江
黄护国
谭国亮
刘洋
刘智飞
刘志丰
陈磊
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Dongguan Construction Engineering Group Co ltd
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Dongguan Construction Engineering Group Co ltd
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Priority to CN202322709536.8U priority Critical patent/CN220848244U/en
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Abstract

The utility model discloses a high-strength assembled floor system, which belongs to the technical field of building construction and comprises a plurality of floor main bodies, wherein each floor main body comprises a floor beam, the upper side surface and the lower side surface of each floor beam are both open, a plurality of reinforcing bars are fixed on the inner wall of each floor beam, a floor plate is poured in the inner space of each floor beam outside each reinforcing bar, supporting legs are fixedly arranged at four corner positions of the lower surface of each floor beam, a plurality of extending support plates are fixed on the side surfaces of each supporting leg, and a plurality of mounting bolts are inserted on each extending support plate; through setting up superstructure connecting piece cooperation superstructure main part and use, the connecting plate inserts in the slot through the picture peg, and cooperation shutoff board and sinking bolt connect two adjacent superstructure roof beams and connecting plate, and then can carry out effective concatenation locking to adjacent superstructure main part, concatenation locking structure is simple, and is effectual, avoids appearing splice dislocation and atress great and the phenomenon of sinking.

Description

High-strength assembled floor system
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a high-strength assembled floor system.
Background
The floor is a floor structure in a multi-layer house, generally consists of equal parts, the floor formed by supporting floors by beams is called a ribbed floor, the floor directly supported on columns by the floors is called a flat floor, generally at the joint of slab and column, the top of the column is widened, and the slab is slightly thickened.
The Chinese patent (application number: CN 202123325498.3) relates to a high-strength assembled floor system, which comprises a cover plate and two support plates for supporting the cover plate, wherein each support plate is fixedly provided with at least one positioning rod, each end of the cover plate is provided with at least one positioning hole, and the positioning rods penetrate through the positioning holes; the cover plate is provided with a clamping plate, the lower surface of the clamping plate is abutted to the upper surface of the cover plate, a bolt is arranged on the clamping plate in a penetrating mode, and the bolt is matched with the locating rod in a threaded mode. This application has improved the efficiency of staff's installation superstructure system, but lacks effectual connection concatenation locking mechanism when assembling between to adjacent apron in the in-service use, and this just leads to laminating compactness relatively poor between the adjacent superstructure easily.
Disclosure of utility model
The utility model aims to provide a high-strength assembled floor system so as to solve the problem that the prior art is poor in fitting compactness when an effective connection and splicing locking mechanism is lack in the process of assembling adjacent cover plates in the actual use process.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a high strength assembled superstructure system, includes a plurality of superstructure main part, the superstructure main part includes the superstructure roof beam, both sides face all opens and the superstructure roof beam inner wall is fixed with a plurality of reinforcing bar about the superstructure roof beam, a plurality of the superstructure roof beam inner space of reinforcing bar outside has been pour the superstructure board, four equal fixed mounting in corner positions department of lower surface of superstructure roof beam have the landing leg, the side of landing leg is fixed with a plurality of extension board, it is equipped with a plurality of mounting bolt to insert on the extension board, be provided with the superstructure connecting piece that is used for connecting two superstructure roof beams between two adjacent superstructure roof beams, the superstructure connecting piece includes the connecting plate, the slot has all been seted up to both sides face around the connecting plate, the slot cooperation use has been seted up to both sides face and the left and right sides face of superstructure roof beam, be provided with the connection locking unit that is used for connecting two adjacent superstructure roof beams and connecting plate on the connecting plate, the connection locking unit includes the laminating at the connecting plate upper surface, the recess has set up with the recess in the recess position with the recess on the both sides face of the recess of both sides and the recess.
As the preferred implementation mode, a plurality of reinforcing bars are arranged in a crisscross manner, the joint positions of the reinforcing bars are welded with each other, and longitudinal reinforcing bars are welded and installed on the upper side and the lower side of the outer surface of the reinforcing bars.
By adopting the scheme, the plurality of steel bars are welded together in a crisscross manner and matched with the longitudinal reinforcing ribs for use, so that the pouring effect between the steel bars and the floor beams during concrete pouring and forming of the floor slab can be ensured.
As a preferred embodiment, a supporting beam is fixedly arranged between two adjacent supporting legs, the upper surface of the supporting beam is fixedly connected with the lower surface of the floor beam, and the supporting beam comprises two triangular plates which are oppositely arranged and welded together.
By adopting the scheme, the supporting beams are matched for use, the supporting beams below can synchronously support the floor beams, the stress is uniform, the two triangular plates are welded together to form the supporting beams, and the stability of the overall supporting effect is further improved by utilizing the stability of the triangle.
As the preferred implementation mode, the upper and lower both sides face of picture peg all is fixed with a plurality of counterpoint cardboard, a plurality of counterpoint draw-in groove has all been seted up to the upper and lower both sides face of the inner wall of slot on the superstructure roof beam, counterpoint cardboard and counterpoint draw-in groove cooperation use.
By adopting the scheme, the alignment clamping plate is matched with the alignment clamping groove for use, so that rapid alignment installation is facilitated, and after the alignment clamping plate and the alignment clamping groove are mutually matched and inserted, the alignment clamping plate and the alignment clamping groove can be ensured not to deviate from dislocation during installation, and the alignment splicing convenience is improved.
As a preferable implementation mode, the side surfaces of two adjacent slots on the floor beam are provided with an inclined surface I, the end parts of the connecting plates and the end parts of the plugging plates are provided with an inclined surface II, and the inclined angles of the inclined surface I and the inclined surface II are forty-five degrees.
By adopting the scheme, through setting up the inclined plane I and the inclined plane II of gradient for forty-five degrees, be difficult for appearing the gap when can guaranteeing that a plurality of superstructure main parts are assembled through the superstructure connecting piece, guarantee that the concatenation effect is good.
As a preferable implementation mode, sinking grooves are formed in the plugging plate and the protruding plate at positions opposite to the sinking bolts, and the head ends of the sinking bolts are positioned in the sinking grooves.
By adopting the scheme, the sinking groove is matched with the sinking bolt for use, the head of the sinking bolt is prevented from protruding, and good attractiveness is ensured.
Compared with the prior art, the utility model has the beneficial effects that:
According to the high-strength assembled floor system, the floor connecting piece is arranged to be matched with the floor main body, the connecting plate is inserted into the slot through the inserting plate, and the plugging plate and the sinking bolt are matched to connect the two adjacent floor beams and the connecting plate, so that the adjacent floor main body can be effectively spliced and locked, the splicing and locking structure is simple, the effect is good, and the phenomenon that the splicing position is misplaced and the stress is large and sinking is avoided;
This high strength assembled superstructure system uses through setting up a supporting beam cooperation, and a plurality of supporting beams can be guaranteed to the supporting stress of superstructure roof beam and superstructure board even, avoids the uneven subsidence phenomenon that appears of atress, and utilizes the reinforcing bar cooperation vertical strengthening rib to use, guarantees that concrete placement shaping superstructure board's intensity is good, perfects the functional diversity.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a main body of a floor system according to the present utility model;
FIG. 3 is an exploded view of the main body of the floor system of the present utility model;
FIG. 4 is a schematic cross-sectional view of a floor slab according to the present utility model;
fig. 5 is an exploded view of the floor system connector of the present utility model.
In the figure: 1. a floor main body; 2. a floor connecting piece; 3. a floor beam; 4. a floor slab; 5. reinforcing steel bars; 6. a support leg; 7. extending the support plate; 8. installing a bolt; 9. a connecting plate; 10. inserting plate; 11. a plugging plate; 12. sinking the bolt; 13. longitudinal reinforcing ribs; 14. a support beam; 15. an alignment clamping plate; 16. a protruding plate; 17. a slot; 18. alignment clamping grooves; 19. a concave groove.
Detailed Description
Referring to fig. 1-5, the present utility model provides a high-strength assembled floor system, which comprises a plurality of floor main bodies 1, the floor main bodies 1 comprise floor beams 3, the upper and lower side surfaces of the floor beams 3 are all open, a plurality of steel bars 5 are fixed on the inner wall of the floor beams 3, a floor plate 4 is poured in the inner space of the floor beams 3 outside the plurality of steel bars 5, supporting legs 6 are fixedly installed at four corner positions of the lower surface of the floor beams 3, a plurality of extending supporting plates 7 are fixed on the side surfaces of the supporting legs 6, a plurality of mounting bolts 8 are inserted on the extending supporting plates 7, a floor connecting piece 2 for connecting the two floor beams 3 is arranged between the two adjacent floor beams 3, the floor connecting piece 2 comprises a connecting plate 9, inserting plates 10 are fixed on the front and rear side surfaces of the connecting plate 9, inserting grooves 17 are formed on the front and rear side surfaces of the floor beams 3, the inserting plates 10 are matched with the inserting grooves 17, and connecting locking units for connecting the two adjacent floor beams 3 and the connecting plate 9 are arranged on the connecting plate 9.
The steel bars 5 are distributed in a crisscross manner, the joint positions of the steel bars 5 are welded with each other, the longitudinal reinforcing ribs 13 are welded and mounted on the upper side and the lower side of the outer surface of the steel bars 5, the steel bars 5 are welded together in a crisscross manner and matched with the longitudinal reinforcing ribs 13 for use, and therefore pouring effects between the steel bars 5 and the floor beams 3 during concrete pouring and forming of the floor plate 4 can be guaranteed.
A supporting beam 14 is fixedly installed between two adjacent supporting legs 6, the upper surface of the supporting beam 14 is fixedly connected with the lower surface of the floor beam 3, the supporting beam 14 comprises two triangular plates which are oppositely arranged and welded together, the supporting beam 14 is utilized to be matched with the supporting beam 14 for use, a plurality of supporting beams 14 below can synchronously support the floor beam 3, the stress is uniform, the two triangular plates are welded together to form the supporting beam 14, and the stability of the overall supporting effect is further improved by utilizing the stability of the height of the triangle.
The upper and lower both sides face of picture peg 10 all is fixed with a plurality of and counterpises cardboard 15, and a plurality of counterpoint draw-in groove 18 has all been seted up to both sides face about the inner wall of slot 17 on the superstructure roof beam 3, counterpoint cardboard 15 and counterpoint draw-in groove 18 cooperation use, utilize counterpoint cardboard 15 cooperation to counterpoint draw-in groove 18 to use, be convenient for install fast counterpoint, and counterpoint cardboard 15 and counterpoint draw-in groove 18 mutually support and insert the back, can guarantee not skew dislocation during the installation, promotes counterpoint concatenation convenience.
The connection locking unit is including laminating the shutoff board 11 of laying at connecting plate 9 upper surface, both sides face all is fixed with a plurality of protruding board 16 around the shutoff board 11, a plurality of recess 10 have all been seted up in both sides position department around the superstructure roof beam 3 upper surface and left and right sides position department, protruding board 16 and recess 10 cooperation are used, all be provided with down bolt 12 on the shutoff board 11 and on protruding board 16, the screw thread groove has all been seted up to connecting plate 9 upper surface and recess 10 inner wall, down bolt 12 and screw thread groove cooperation are used, utilize shutoff board 11 cooperation protruding board 16 and down bolt 12 to use, utilize down bolt 12 to come two adjacent superstructure roof beams 3 and connecting plate 9 and shutoff board 11, guarantee the connection locking effect stability between the adjacent superstructure main part 1.
The side of two adjacent slots 17 on the floor beam 3 all has the inclined plane I, and the tip of connecting plate 9 and the tip of shutoff board 11 all have the inclined plane II, and the inclination of inclined plane I and the inclination of inclined plane II are forty-five degrees, through setting up inclined plane I and inclined plane II that the gradient is forty-five degrees, are difficult for appearing the gap when can guaranteeing that a plurality of floor main parts 1 assemble through floor connecting piece 2, guarantee that the concatenation effect is good.
Sinking grooves are formed in the plugging plate 11 and the protruding plate 16 at positions opposite to the sinking bolts 12, the head ends of the sinking bolts 12 are located inside the sinking grooves, the sinking grooves are matched with the sinking bolts 12 for use, protruding of the heads of the sinking bolts 12 is avoided, and good attractiveness is guaranteed.
When the multi-storey roof system is used, when the multi-storey roof system body 1 is assembled, the connecting plates 9 are inserted into the slots 17 on the two adjacent storey roof beams 3 through the inserting plates 10 on the two sides, the alignment clamping plates 15 are inserted into the alignment clamping grooves 18, the plugging plates 11 are paved on the connecting plates 9, the sinking bolts 12 are screwed in from the plugging plates 11 and the protruding plates 16 respectively, the assembling and locking of the adjacent storey roof system body 1, the connecting plates 9 and the plugging plates 11 is completed, and then the mounting bolts 8 are utilized to cooperate with the extension support plates 7 and the supporting legs 6 to complete the mounting of the storey roof system body 1.

Claims (6)

1. High strength assembled superstructure system, its characterized in that: including a plurality of superstructure main part (1), superstructure main part (1) include superstructure roof beam (3), the upper and lower both sides face of superstructure roof beam (3) all open and superstructure roof beam (3) inner wall is fixed with a plurality of reinforcing bar (5), a plurality of superstructure roof beam (3) inner space of reinforcing bar (5) outside has been pour superstructure board (4), four corner positions department of lower surface of superstructure roof beam (3) all fixed mounting have landing leg (6), the side of landing leg (6) is fixed with a plurality of extension board (7), it is provided with a plurality of mounting bolt (8) to extend extension board (7) upward to insert between two superstructure roof beams (3) that are used for connecting two superstructure roof beams (3), superstructure connecting piece (2) are including connecting plate (9), both sides face all is fixed with picture peg (10) around superstructure roof beam (3), slot (17) have all been seted up to both sides face around superstructure roof beam (3) and both sides face, slot (17) have been seted up to both sides face around, connecting plate (17) and use plug board (9) to connect between two superstructure roof beams (3) and connect with locking unit (11), both sides face all is fixed with a plurality of protruding board (16) around shutoff board (11), both sides position department and left and right sides position department all have been seted up a plurality of recess groove (19) around superstructure roof beam (3) upper surface, protruding board (16) and recess groove (19) cooperation are used, all be provided with on shutoff board (11) and protruding board (16) and sink bolt (12), screw thread groove has all been seted up to connecting plate (9) upper surface and recess groove (19) inner wall, sink bolt (12) and screw thread groove cooperation are used.
2. The high strength modular floor system of claim 1, wherein: the steel bars (5) are arranged in a crisscross manner, the joint positions of the steel bars (5) are welded with each other, and longitudinal reinforcing ribs (13) are welded and installed on the upper side and the lower side of the outer surface of the steel bars (5).
3. The high strength modular floor system of claim 1, wherein: a supporting beam (14) is fixedly arranged between two adjacent supporting legs (6), the upper surface of the supporting beam (14) is fixedly connected with the lower surface of the floor beam (3), and the supporting beam (14) comprises two triangular plates which are oppositely arranged and welded together.
4. The high strength modular floor system of claim 1, wherein: the upper side and the lower side of picture peg (10) are all fixed with a plurality of counterpoint cardboard (15), a plurality of counterpoint draw-in groove (18) have all been seted up to the upper and lower both sides face of the inner wall of slot (17) on superstructure roof beam (3), counterpoint cardboard (15) and counterpoint draw-in groove (18) cooperation use.
5. The high strength modular floor system of claim 1, wherein: the side faces of two adjacent slots (17) on the floor beam (3) are provided with first inclined faces, the end parts of the connecting plates (9) and the end parts of the plugging plates (11) are provided with second inclined faces, and the inclination angles of the first inclined faces and the second inclined faces are forty-five degrees.
6. The high strength modular floor system of claim 1, wherein: sinking grooves are formed in the plugging plate (11) and the protruding plate (16) at positions opposite to the sinking bolts (12), and the head ends of the sinking bolts (12) are located in the sinking grooves.
CN202322709536.8U 2023-10-10 2023-10-10 High-strength assembled floor system Active CN220848244U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322709536.8U CN220848244U (en) 2023-10-10 2023-10-10 High-strength assembled floor system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322709536.8U CN220848244U (en) 2023-10-10 2023-10-10 High-strength assembled floor system

Publications (1)

Publication Number Publication Date
CN220848244U true CN220848244U (en) 2024-04-26

Family

ID=90786814

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322709536.8U Active CN220848244U (en) 2023-10-10 2023-10-10 High-strength assembled floor system

Country Status (1)

Country Link
CN (1) CN220848244U (en)

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