CN213359256U

CN213359256U - Steel structure floor structure

Info

Publication number: CN213359256U
Application number: CN202021389650.7U
Authority: CN
Inventors: 周志琼; 彭鹏辉; 周助军; 周星中
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-07-15
Filing date: 2020-07-15
Publication date: 2021-06-04
Anticipated expiration: 2030-07-15

Abstract

The utility model discloses a steel structure floor structure, its technical scheme main points are including the wall body panel and are used for supporting the bracing piece of wall body panel, the bracing piece is the cube setting, the wall body panel is perpendicular with the floor, the bracing piece side is provided with a supporting beam, a supporting beam and bracing piece fixed connection, the joint groove has been seted up on the supporting beam, a supporting beam is external to have the truss subassembly, truss subassembly and joint groove joint, fixed connection between truss subassembly and the supporting beam, be provided with the backup pad on the truss subassembly, both ends face about the truss subassembly is laid to the backup pad, light foam concrete layer has been laid to the backup pad top, this steel structure floor bearing capacity is good, and weight is lighter.

Description

Steel structure floor structure

Technical Field

The utility model relates to a steel construction floor structure.

Background

With the development of economy and science, the prefabricated building is more and more popular with people, and the prefabricated building is convenient to operate; the method has the advantages that the production efficiency is high, in the prior art, the floor installation process of the house building is extremely complex, continuous measurement is needed, in the prior art, most floors are formed by pouring concrete, the bearing performance of the building is extremely tested, and the firmness of the floor built by the method is poor.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide a steel structure floor structure, this steel structure floor bearing capacity is good, and weight is lighter.

In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a steel construction floor structure, includes the wall body panel and is used for supporting the bracing piece of wall body panel, the bracing piece is the cube setting, the wall body panel is perpendicular with the floor, the bracing piece side is provided with a supporting beam, a supporting beam and bracing piece fixed connection, a supporting beam has seted up the joint groove on the supporting beam, a supporting beam is external to have truss assembly, truss assembly and joint groove joint, fixed connection between truss assembly and the supporting beam, be provided with the backup pad on the truss assembly, both ends face about truss assembly is laid to the backup pad, light foam concrete layer has been laid to the backup pad top.

Further, be provided with the mounting between the upper end of wall body panel and the lower extreme of wall body panel, the mounting is provided with a plurality ofly, the mounting sets up along the extending direction array of wall body panel, be fixed with the connecting plate on the truss subassembly, connecting plate and mounting screw connection.

Furthermore, a connecting plate is arranged on the supporting beam, a connecting groove is arranged on the connecting plate, the connecting plate extends along the length direction of the supporting beam, the connecting plate and the supporting beam are fixed through screws, a connecting sheet extends from the end of the truss assembly, the connecting sheet can be inserted into the connecting groove and is abutted against the inner side surface of the connecting groove, and the connecting plate and the connecting sheet are fastened through screws.

Furthermore, the wall body panel comprises a plurality of prefabricated panels, a groove is formed below each prefabricated panel, a convex block matched with the groove is arranged above the floor, the convex block is connected with the groove in a matched mode, the prefabricated panels are connected with the supporting rods, fastening pieces are arranged at the joints of the prefabricated panels and the supporting rods, and the fastening pieces are fixedly connected with the prefabricated panels through screws.

Further, be provided with the extension panel on the prefabricated panel, extend panel and prefabricated panel fixed connection, it is less than prefabricated panel thickness to extend panel thickness, fixed connection between extension panel and the bracing piece, prefabricated panel is connected to the mounting plate, extends panel and bracing piece.

The utility model has the advantages that:

1. through the setting of truss subassembly and backup pad, the firm degree on can effectual increase floor.

2. Through the setting of mounting and connecting plate, can effectual connection truss subassembly and wall body panel.

3. Through the arrangement of the connecting plate and the connecting sheet, the truss component and the wall panel can be effectively connected

4. Through the cooperation setting of recess and lug, the prefabricated panel of installation that can be accurate quick.

5. By the arrangement of the extension panel, the connection area between the fastening tab and the prefabricated panel and the extension panel can be increased.

Drawings

FIG. 1 is a cross-sectional structural view of a floor mounting configuration;

FIG. 2 is a schematic view of a connection structure between a fixing member and a wall panel;

FIG. 3 is a schematic view of a connection structure of a connection plate and a wall panel;

FIG. 4 is a view of the connection between the coupling plates and the truss assembly;

FIG. 5 is a connection view between the support bar and the floor;

FIG. 6 is a diagram of the connection between the wall panel and the support rods;

FIG. 7 is a diagram illustrating the connection structure of the support bar and the support beam;

FIG. 8 is a diagram of a connection structure between a groove and a bump;

FIG. 9 is a view showing a connection structure between the connection piece and the prefabricated panel;

fig. 10 is a view showing another structure of the connection between the connection sheet and the prefabricated panel.

Reference numerals: 1. a wall panel; 11. prefabricating a panel; 12. an extension panel; 2. a support bar; 3. a floor; 4. a support beam; 41. a clamping groove; 5. a truss assembly; 51. a support plate; 52. a light foam concrete layer; 6. a fixing member; 61. a connecting plate; 7. connecting plates; 71. connecting the grooves; 72. connecting sheets; 8. a groove; 81. a bump; 9. and (7) fastening pieces.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples. In which like parts are designated by like reference numerals. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "bottom" and "top," "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.

Referring to fig. 1 to 10, the steel structure floor structure of this embodiment, including wall body panel 1 and the bracing piece 2 that is used for supporting wall body panel 1, bracing piece 2 is the cube setting, wall body panel 1 is perpendicular with

floor

3, 2 sides of bracing piece are provided with a supporting beam 4, a supporting

beam

4 and 2 fixed connection of bracing piece, a supporting beam 4 is last to have seted up joint groove 41, a supporting beam 4 is external to have truss assembly 5, truss assembly 5 and joint groove 41 joint, fixed connection between truss assembly 5 and the supporting beam 4, be provided with backup pad 51 on the truss assembly 5, both ends face about truss assembly 5 is laid to backup pad 51, light foam concrete layer 52 has been laid to backup pad 51 top.

The concrete improvement is that, as shown in fig. 1, the floor 3 is composed of a truss assembly 5, a support plate 51 and a light foam concrete layer 52, after the wall is installed, the truss assembly 5 is fixedly connected with the support beam 4, the support plates 51 are installed on the upper end face and the lower end face of the truss assembly 5, the light foam concrete is smeared outside the support plates 51, so that the pouring of the floor 3 is completed, the floor 3 poured in the way can be superior to the prior art, the firmness degree is high, and the outermost layer adopts the light foam concrete, so that the weight of the floor 3 can be effectively reduced.

As a modified specific embodiment, a plurality of fixing pieces 6 are arranged between the upper end of the wall panel (1) and the lower end of the wall panel (1), the fixing pieces 6 are arranged in an array along the extending direction of the wall panel 1, the truss assembly 5 is fixed with a connecting plate 61, and the connecting plate 61 is in screw connection with the fixing pieces 6.

As shown in fig. 2 and 3, as another preferred embodiment, a connecting plate 61 is fixedly disposed on the truss structure, the connecting plate 61 is used to connect with the fixing member 6, a plurality of holes having a circular shape are disposed on the fixing member 6, screws pass through the holes having a partial circular shape, the fixing member 6 is fixed on the wall panel 1 at the upper end and the wall panel 1 at the lower end, a plurality of holes for the screws to pass through are also disposed on the connecting plate 61, the connecting plate 61 is fixed on the fixing member 6, the truss assembly 5 can be effectively fixed on the fixing member 6, and the truss assembly 5 can be effectively fixed by disposing the fixing member 6 and the connecting plate 61.

As an improved specific embodiment, the supporting beam 4 is provided with a connecting plate 7, the connecting plate 7 is provided with a connecting groove 71, the connecting plate 7 extends along the length direction of the supporting beam 4, the connecting plate 7 and the supporting beam 4 are fixed by screws, the end of the truss assembly 5 extends to form a connecting sheet 72, the connecting sheet 72 can be inserted into the connecting groove 71 and abutted against the inner side surface of the connecting groove 71, and the connecting plate 7 and the connecting sheet 72 are fastened by screws.

The above-mentioned specific improvement is, as shown in fig. 4, that the connection plates are arranged on the support beam 4 and the wall panel 1, the connection plates are fixed on the wall panel 1 by fastening nails, the connection sheet 72 extends from the end of the truss component 5, the connection sheet 72 and the truss component 5 are integrally formed, the connection sheet 72 is inserted into the connection groove, so that the upper end face of the connection sheet 72 is abutted against the inner side face of the connection groove, the connection sheet 72 and the connection plates are connected and fixed together by the fastening nails, and then binding can be completed, and the truss component 5 and the connection plates can be effectively connected and fixed by the arrangement of the connection plates and the connection sheet 72.

As an improved specific embodiment, the wall panel 1 is composed of a plurality of prefabricated panels 11, a groove 8 is formed below the prefabricated panel 11, a protruding block 81 matched with the groove 8 is arranged above the floor 3, the protruding block 81 is connected with the groove 8 in a matching manner, the prefabricated panel 11 is connected with the supporting rod 2, a fastening piece 9 is arranged at the joint of the prefabricated panel 11 and the supporting rod 2, and the fastening piece 9 and the prefabricated panel 11 are fixed by screws.

The specific improvement is that, as shown in fig. 5, 6 and 8, when the prefabricated panel 11 is connected with the floor 3, the waste of construction time caused by excessive measurement during construction is avoided, and in order to fully connect the prefabricated panel 11 with the floor 3, the groove 8 is formed below the prefabricated panel 11, the projection 81 matched with the groove 8 is arranged above the floor 3, when the prefabricated panel 11 is installed, only the projection 81 and the groove 8 are matched, and after the prefabricated panel 11 is installed, concrete is poured outside the prefabricated panel 11.

As a modified specific embodiment, an extension panel 12 is disposed on the prefabricated panel 11, the extension panel is fixedly connected with the prefabricated panel 11, the thickness of the extension panel 12 is smaller than that of the prefabricated panel 11, the extension panel 12 is fixedly connected with the support rod 2, and the fastening plate 9 connects the prefabricated panel 11, the extension panel 12 and the support rod 2.

The specific improvement is that, as shown in fig. 7, 8 and 9, an extension panel 12 is provided on the prefabricated panel 11, the connection area between the fastening tab 9 and the prefabricated panel 11 and the extension panel 12 can be increased by the arrangement of the extension panel 12, when the fastening tab 9 is installed, the fastening nail only needs to be fixed on the prefabricated panel 11 and the extension panel 12 through the fastening tab 9, and after the installation of the fastening tab 9 is completed, concrete is poured outside the prefabricated panel 11.

It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims

1. A steel structure floor structure characterized in that: including wall body panel (1) and be used for supporting bracing piece (2) of wall body panel (1), bracing piece (2) are the cube setting, wall body panel (1) is perpendicular with floor (3), bracing piece (2) side is provided with a supporting beam (4), a supporting beam (4) and bracing piece (2) fixed connection, joint groove (41) have been seted up on a supporting beam (4), a supporting beam (4) are external to have truss subassembly (5), truss subassembly (5) and joint groove (41) joint, fixed connection between truss subassembly (5) and a supporting beam (4), be provided with backup pad (51) on truss subassembly (5), both ends face about truss subassembly (5) are laid in backup pad (51), light foam concrete layer (52) has been laid to backup pad (51) top.

2. The steel structural floor structure of claim 1, wherein: be provided with the mounting between the upper end of wall panel (1) and the lower extreme of wall panel (1), mounting (6) are provided with a plurality ofly, mounting (6) set up along the extending direction array of wall panel (1), be fixed with connecting plate (61) on truss subassembly (5), connecting plate (61) and mounting (6) screw connection.

3. The steel structural floor structure of claim 1, wherein: the utility model discloses a truss assembly, including supporting beam (4), even board (7) have been seted up on supporting beam (4), even the groove (71) has been seted up on even board (7), even board (7) extend the setting along the length direction of supporting beam (4), adopt the fix with screw between even board (7) and supporting beam (4), truss assembly (5) tip extends there is connection piece (72), connection piece (72) can insert even inslot (71) and contradict with even groove (71) medial surface, adopt the screw fastening between even board (7) and connection piece (72).

4. A steel structural floor construction according to claim 1, 2 or 3, wherein: wall body panel (1) comprises prefabricated panel of polylith (11), set up recess (8) below prefabricated panel (11), floor (3) top is provided with lug (81) with recess (8) looks adaptation, lug (81) are connected with recess (8) cooperation, prefabricated panel (11) are connected with bracing piece (2), prefabricated panel (11) are provided with fastening plate (9) with the junction of bracing piece (2), it is fixed to adopt the screw connection between fastening plate (9) and prefabricated panel (11).

5. The steel structural floor structure of claim 4, wherein: be provided with on prefabricated panel (11) and extend panel (12), extend panel and prefabricated panel (11) fixed connection, it is less than prefabricated panel (11) thickness to extend panel (12) thickness, extend fixed connection between panel (12) and bracing piece (2), prefabricated panel (11), extension panel (12) and bracing piece (2) are connected in mounting plate (9).