Fabricated energy-saving steel bar truss floor support plate for steel structure building

Abstract

The utility model belongs to the technical field of buildings, particularly relates to an assembly type energy-saving steel bar truss floor support plate for a steel structure building, and aims to solve the problems of dislocation and falling off of a joint due to extrusion caused by the fact that existing equipment is clamped and fixed through a buckle, the following scheme is provided: the assembly type energy-saving steel bar truss floor support plate comprises a floor support plate main body, a plurality of upper force bearing grooves are evenly die-cast in the top of the floor support plate body, a plurality of lower force bearing grooves are evenly die-cast in the bottom end of the floor support plate body and correspond to the upper force bearing grooves in a staggered mode, a plurality of upper fastening steel bars are evenly installed at the tops of the upper force bearing grooves in a welded mode, and a plurality of lower fastening steel bars are evenly installed at the bottoms of the lower force bearing grooves in a welded mode. An upper buckling plate is arranged on one side of the floor support plate body in a die-casting mode. The upper buckling plate is buckled to the top of the lower buckling plate, and the bolts penetrate through the corresponding first connecting holes and the second connecting holes, so that the two adjacent floor support plate bodies are fixed, and the problems that the two floor support plate bodies are staggered and fall off when being extruded are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to an assembled energy-saving steel bar truss floor decking plate for a steel structure building. Background Art

[0002] In the field of construction technology, the application of steel truss floor decking that does not require removal of the bottom formwork is relatively widespread. The structural strength of existing steel truss floor decking is limited when pouring concrete mortar, resulting in insufficient bonding between the concrete and the bottom formwork. In addition, the structural size of a single bottom formwork is limited. When multiple bottom formworks are used to meet different engineering construction requirements, the structural strength of the overall bottom formwork is insufficient. In existing steel truss floor decking, the bottom formwork and the steel truss are generally connected by connectors. The existing implementation method of the connectors is relatively simple and cannot provide stable support strength.

[0003] After searching, the patent with publication number CN216587252U discloses a steel truss floor deck, support vertical steel bars are arranged between the angle arch bars, and web reinforcement welding feet are arranged at the bottom of the web reinforcement. The bottom of the web reinforcement welding feet are respectively welded to the transverse positioning bars and the angle arch bars. The transverse positioning bars are welded to the bottom mold and the surface of the angle arch bars. Through the positioning of the transverse positioning bars, the web reinforcement welding feet at the bottom of the web reinforcement can quickly find the welding points. The web reinforcement welding feet are triangular structures and can be welded to the transverse positioning bars and the angle arch bars at the same time. The transverse positioning bars increase the area of ​​the welding points, which is not easy to cause desoldering and cold welding, thereby ensuring the welding quality.

[0004] The existing equipment is fixed by clips, which causes the connection to be misaligned or fall off due to compression. Therefore, we propose an assembled energy-saving steel truss floor deck for steel structure buildings to solve the above problems. Utility Model Content

[0005] The utility model aims to solve the disadvantage of unstable installation connection and proposes an assembled energy-saving steel bar truss floor deck for steel structure buildings.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: an assembled energy-saving steel truss floor deck of a steel structure building, comprising a floor deck main body, a plurality of upper bearing grooves are evenly die-casted on the top of the floor deck main body, a plurality of lower bearing grooves are evenly die-casted on the bottom end of the floor deck main body and staggered to correspond to the upper bearing grooves, a plurality of upper fastening steel bars are evenly installed on the tops of the upper bearing grooves by welding, a plurality of lower fastening steel bars are evenly installed on the bottoms of the lower bearing grooves by welding, an upper buckle plate is die-cast on one side of the floor deck main body, and a lower buckle plate is die-cast on the other side of the floor deck main body.

[0007] Preferably, the floor decking plate body and the bottom end of the lower buckle plate are mounted with the same decorative plate by means of screws.

[0008] Preferably, a plurality of tensile iron wires are evenly laid inside the modification plate.

[0009] Preferably, the cross-sections of the plurality of upper bearing grooves and the plurality of lower bearing grooves are all isosceles trapezoids.

[0010] Preferably, a plurality of connection holes 1 are formed through the interior of the upper buckle plate, and a plurality of connection holes 2 are formed through the interior of the lower buckle plate corresponding to the plurality of connection holes 1.

[0011] In the utility model, the steel structure building assembled energy-saving steel truss floor deck is:

[0012] 1. The utility model fastens the upper fastening plate to the top of the lower fastening plate and passes bolts through the corresponding connection holes 1 and 2 to fix two adjacent floor decking bodies, thereby avoiding the problem of misalignment and falling off of the two floor decking bodies when they are squeezed;

[0013] 2. The utility model increases the bearing capacity of the upper and lower bearing grooves by uniformly welding a plurality of upper fastening steel bars and a plurality of lower fastening steel bars inside the upper and lower bearing grooves, thereby avoiding the problem of being bent during use. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is a structural schematic diagram of an assembled energy-saving steel truss floor deck for a steel structure building proposed by the utility model;

[0015] Figure 2 This is a structural schematic diagram of the front part of a steel structure building assembled energy-saving steel truss floor deck proposed by the utility model;

[0016] Figure 3 This is a structural schematic diagram of part A of an assembled energy-saving steel truss floor deck of a steel structure building proposed by the utility model.

[0017] In the figure: 1. Floor decking body; 2. Upper bearing groove; 3. Lower bearing groove; 4. Upper fastening steel bars; 5. Lower fastening steel bars; 6. Upper buckle plate; 7. Connection hole one; 8. Lower buckle plate; 9. Connection hole two; 10. Decorative plate. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0019] Reference Figure 1-3 A steel structure building assembled energy-saving steel truss floor deck, including a floor deck body 1, a plurality of upper bearing grooves 2 are uniformly die-cast on the top of the floor deck body 1, a plurality of lower bearing grooves 3 are uniformly die-cast at the bottom of the floor deck body 1 and staggered corresponding to the upper bearing grooves 2, a plurality of upper fastening steel bars 4 are uniformly installed on the tops of the plurality of upper bearing grooves 2 by welding, a plurality of lower fastening steel bars 5 are uniformly installed on the bottoms of the plurality of lower bearing grooves 3 by welding, an upper buckle plate 6 is die-cast on one side of the floor deck body 1, and a lower buckle plate 8 is die-cast on the other side of the floor deck body 1.

[0020] In this embodiment, the same decorative plate 10 is mounted on the bottom ends of the floor decking body 1 and the lower buckle plate 8 by means of screws.

[0021] By adopting the above solution, by installing the same decorative plate 10 at the bottom ends of the floor decking body 1 and the lower buckle plate 8 by screws, the aesthetics of the bottom of the floor decking body 1 can be effectively improved.

[0022] In this embodiment, a plurality of tensile iron wires are evenly laid inside the modification plate 10 .

[0023] By adopting the above solution, by evenly laying a number of tensile iron wires inside the modification plate 10, the tensile strength inside the modification plate 10 can be effectively increased to avoid the problem of breakage.

[0024] In this embodiment, the cross sections of the upper bearing grooves 2 and the lower bearing grooves 3 are all isosceles trapezoids.

[0025] By adopting the above scheme, the cross sections of the upper bearing grooves 2 and the lower bearing grooves 3 are all isosceles trapezoidal, so that the upper bearing grooves 2 and the lower bearing grooves 3 can achieve the purpose of diverting top rainwater after installation.

[0026] In this embodiment, a plurality of connection holes 1 7 are formed through the interior of the upper buckle plate 6 , and a plurality of connection holes 2 9 are formed through the interior of the lower buckle plate 8 and correspond to the plurality of connection holes 1 7 .

[0027] By adopting the above scheme, a plurality of connection holes 7 are opened through the interior of the upper buckle plate 6, and a plurality of connection holes 9 are opened through the interior of the lower buckle plate 8 and corresponding to the plurality of connection holes 1 7, so as to increase the bearing capacity of the upper bearing groove 2 and the lower bearing groove 3, and avoid the problem of being bent during use.

[0028] The above shows and describes the basic principles and main features of the utility model and the advantages of the utility model. For those skilled in the art, it is obvious that the utility model is not limited to the details of the above exemplary embodiments, and can be implemented in other specific forms without departing from the spirit or basic features of the utility model. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the utility model is defined by the attached claims rather than the above description, and it is intended to include all changes within the meaning and scope of the equivalent elements of the claims. Any figure mark in the claims should not be regarded as limiting the claims involved.

[0029] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. An assembled energy-saving steel truss floor deck for a steel structure building, comprising a floor deck body (1), characterized in that: A plurality of upper bearing grooves (2) are uniformly die-casted on the top of the floor decking body (1); a plurality of lower bearing grooves (3) are uniformly die-casted on the bottom of the floor decking body (1) and offset to correspond to the upper bearing grooves (2); a plurality of upper fastening steel bars (4) are uniformly installed on the tops of the plurality of upper bearing grooves (2) by welding; a plurality of lower fastening steel bars (5) are uniformly installed on the bottoms of the plurality of lower bearing grooves (3) by welding; an upper buckle plate (6) is die-casted on one side of the floor decking body (1); and a lower buckle plate (8) is die-casted on the other side of the floor decking body (1).

2. The assembled energy-saving steel truss floor deck of a steel structure building according to claim 1 is characterized in that: The bottom ends of the floor decking main body (1) and the lower buckle plate (8) are mounted with a common decorative plate (10) via screws.

3. The assembled energy-saving steel truss floor deck of a steel structure building according to claim 2 is characterized in that: A plurality of tensile iron wires are evenly laid inside the modification plate (10).

4. The assembled energy-saving steel truss floor deck of a steel structure building according to claim 1 is characterized in that: The cross sections of the plurality of upper bearing grooves (2) and the plurality of lower bearing grooves (3) are all isosceles trapezoidal.

5. The assembled energy-saving steel truss floor deck of a steel structure building according to claim 1 is characterized in that: The upper buckle plate (6) has a plurality of connection holes (7) extending therethrough, and the lower buckle plate (8) has a plurality of connection holes (9) extending therethrough and corresponding to the plurality of connection holes (7).

Images