Steel bar truss floor support plate
By introducing support components and assembly components into the steel truss floor slab, the problem of friction damage during steel bar transportation was solved, achieving convenient transportation and stable support, and improving construction efficiency and overall load-bearing capacity.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHANXI HONGYUE TECH CO LTD
- Filing Date
- 2025-07-11
- Publication Date
- 2026-06-12
AI Technical Summary
Existing steel truss floor decks are prone to damage due to friction during steel bar transportation, affecting the convenience of transportation and laying and the supporting effect.
A steel truss floor decking system was designed, comprising a base plate, support components, and assembly components. The support components reduce friction through components such as support seats, ball bearings, and support rods. The assembly components enable rapid assembly through assembly blocks and positioning blocks to form a stable floor decking structure.
It improves the convenience of steel bar transportation and the supporting effect, enhances the overall load-bearing capacity and construction efficiency of the floor deck, and ensures the stability and reliability of the splice joint.
Smart Images

Figure CN224351468U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of steel truss equipment, and in particular to a steel truss floor deck. Background Technology
[0002] As a new type of building material, reinforced truss floor decking has been widely used in the construction industry in recent years. It combines the advantages of steel bars, concrete, and trusses to form a building structural component with high strength, good structural rigidity, excellent fire resistance, and simple construction.
[0003] A search revealed Chinese Patent Publication No. CN216475804U, which discloses a steel truss floor deck, relating to the field of building construction technology. The steel truss floor deck is installed on a cast-in-place concrete beam and adopts a prefabricated structure, with the steel truss floor deck detachably connected to the cast-in-place concrete. When used in construction projects, the steel truss floor deck of this application eliminates the need for cumbersome procedures such as formwork erection, formwork removal, and rebar tying. Compared to concrete frame structures in related technologies, the steel truss floor deck of this application improves the work efficiency of construction workers and accelerates the construction progress.
[0004] The above-mentioned device has the following drawbacks: when laying the steel truss floor deck, the steel bars need to be transported. During the transportation of the steel bars, the surface of the supporting frame of the steel truss floor deck will rub against the steel bars, which will cause inconvenience to the transportation and erection of the steel bars. Furthermore, the friction between the surface of the steel truss floor deck and the steel bars will damage some of the steel trusses, reducing the supporting effect of the equipment for the transportation and laying of steel bars. Therefore, a steel truss floor deck is proposed to solve the above problems. Utility Model Content
[0005] To overcome the above shortcomings, this utility model provides a steel truss floor deck, which aims to improve the problem of inconvenience in the transportation and laying of steel bars in the prior art.
[0006] To achieve the above objectives, the present invention adopts the following technical solution: a steel truss floor deck, comprising a base plate, an assembly assembly provided on the outer wall of the base plate, a support assembly provided on the upper surface of the base plate, the support assembly comprising a support seat, a vertical groove provided at the axial center of the upper surface of the support seat, and transverse grooves provided at the front and rear ends of the left surface of the support seat, wherein multiple sets of evenly distributed ball bearings are rolledly connected in the inner wall of the transverse groove, a bottom rod is fixedly installed on the upper surface of the base plate, and a top rod is welded to the outer wall of the bottom rod through a support rod.
[0007] As a further description of the above technical solution: the assembly component includes assembly blocks, the left surface of the base plate is provided with an assembly groove, the front surface of the base plate is provided with two sets of positioning grooves, and the rear surface of the base plate is fixedly connected with two sets of positioning blocks.
[0008] As a further description of the above technical solution: the top of the support rod is fixedly installed on the outer wall of the top rod, and the bottom of the support rod is fixedly installed on the outer wall of the bottom rod.
[0009] As a further description of the above technical solution: the bottom rod is connected through the outer wall of the support base.
[0010] As a further description of the above technical solution: the positioning block is engaged in the inner wall of the positioning groove.
[0011] As a further description of the above technical solution: the assembly block is slidably connected to the inner wall of the assembly groove.
[0012] As a further description of the above technical solution: the assembly block is fixedly connected to the right surface of the base plate.
[0013] As a further description of the above technical solution: the support base is detachably connected to the groove on the upper surface of the base plate by fixing bolts.
[0014] This utility model has the following beneficial effects:
[0015] 1. In this utility model, by utilizing the mutual cooperation between the support base, support rod, ball bearings and other components in the support assembly, the convenience of transporting and erecting steel bars is improved, the phenomenon of damage to some steel trusses during laying is avoided, and the support effect of the equipment is improved.
[0016] 2. In this utility model, by utilizing the mutual cooperation between the assembly blocks, positioning blocks, base plates and other components in the assembly assembly, the base plate can be quickly assembled to form a large-area floor deck structure, thereby improving the adaptability of the equipment. Attached Figure Description
[0017] Figure 1 This is a schematic diagram of the main body of a steel truss floor deck proposed in this utility model.
[0018] Figure 2 This is an exploded view of a partial area of the bottom plate of a steel truss floor deck proposed in this utility model.
[0019] Figure 3 This is a partial schematic diagram of the support base of a steel truss floor slab proposed in this utility model.
[0020] Legend:
[0021] 1. Base plate; 2. Assembly components; 21. Assembly slot; 22. Assembly block; 23. Positioning slot; 24. Positioning block; 3. Support components; 31. Support base; 32. Fixing bolt; 33. Vertical slot; 34. Horizontal slot; 35. Ball bearing; 36. Bottom rod; 37. Top rod; 38. Support rod. Detailed Implementation
[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0023] Reference Figures 1-2 This utility model provides an embodiment of a steel truss floor deck, including a base plate 1. The base plate 1 serves as the basic support structure for the entire steel truss floor deck, bearing the upper assembly components 2 and support components 3, as well as related construction loads and the weight of concrete. It provides a foundation platform for the installation and fixing of other components. The outer wall of the base plate 1 is provided with assembly components 2, which are used to realize the rapid splicing between multiple base plates 1, enabling the floor deck to be quickly assembled and expanded according to construction needs, improving construction efficiency, and ensuring the stability and reliability of the splicing points. The upper surface of the base plate 1 is provided with support components 3, which provide stable support for the steel truss floor deck, enhance the overall load-bearing capacity and rigidity of the floor deck, and ensure its stability and safety during construction and use.
[0024] Reference Figures 1-3The support component 3 includes a support base 31. As the core component of the support component 3, the support base 31 provides the main support for the floor decking, bearing the weight of the floor decking and the concrete above it, and transferring the load to the base plate 1 and the supporting structure below. The support base 31 is detachably connected to a groove on the upper surface of the base plate 1 via fixing bolts 32. The fixing bolts 32 facilitate the installation and removal of the support base 31, allowing for flexible adjustment of the support structure under different construction stages or application scenarios. A vertical groove 33 is formed at the axial center of the upper surface of the support base 31. This device can be used to pass through steel trusses or other related components in steel truss floor decks, allowing the steel trusses to be tightly integrated with the support base 31, enhancing the integrity and load-bearing capacity of the floor deck. Simultaneously, after concrete pouring, the steel trusses can form a good anchorage effect with the concrete, improving the shear resistance of the floor deck. Transverse grooves 34 are provided at both the front and rear ends of the left surface of the support base 31. Multiple sets of evenly distributed ball bearings 35 are rolled within the inner walls of these grooves, reducing friction with contacting objects and making the support structure more flexible, facilitating the adjustment of the floor deck during construction. The system allows for adjustment and movement, while also accommodating minor deformations of the floor decking during use, ensuring the stability and reliability of the support. Multiple sets of evenly distributed ball bearings 35 are rolled within the inner wall of the transverse groove 34. A base rod 36 is fixedly installed on the upper surface of the base plate 1, penetrating and connecting to the outer wall of the support base 31. The base rod 36 serves as the basic support component of the support assembly 3, forming a stable support structure together with the support rod 38 and top rod 37. This effectively disperses the pressure on the floor decking, enhances its load-bearing capacity, and ensures the stability and safety of the floor decking during construction and use. The outer wall of the base rod 36 is connected via a support... The support rod 38 is welded with a top rod 37. The top of the support rod 38 is fixedly installed on the outer wall of the top rod 37. The top of the top rod 37 is fixedly connected to the support rod 38, and the bottom is connected to the bottom rod 36. Together, they form a stable support structure, which plays an important supporting role for the floor decking. It can effectively distribute the pressure on the floor decking and improve the load-bearing capacity and rigidity of the floor decking. The bottom of the support rod 38 is fixedly installed on the outer wall of the bottom rod 36. The support rod 38 serves to connect and support the top rod 37 and the bottom rod 36, making the entire support structure more stable and effectively distributing the pressure on the floor decking, thereby enhancing the load-bearing capacity and stability of the floor decking.
[0025] Reference Figures 1-3The assembly component 2 includes an assembly block 22, which is fixedly connected to the right surface of the base plate 1. An assembly groove 21 is provided on the left surface of the base plate 1. The assembly block 22 is slidably connected to the inner wall of the assembly groove 21. The assembly block 22 and the assembly groove 21 work together to expand the assembly of the equipment, so that multiple base plates 1 can be tightly connected together to form an integral floor deck structure. Two sets of positioning grooves 23 are provided on the front surface of the base plate 1, and two sets of positioning blocks 24 are fixedly connected to the rear surface of the base plate 1. The positioning blocks 24 are engaged in the inner wall of the positioning grooves 23. The positioning blocks 24 and the positioning grooves 23 cooperate with each other to play a positioning and fixing role, ensuring that the position of the assembled base plates 1 is accurate and stable and that there is no relative displacement.
[0026] Working principle: During the construction preparation stage, each base plate 1 is quickly assembled using the assembly components 2. Specifically, the assembly block 22 on the right surface of one base plate 1 is inserted into the assembly groove 21 on the left surface of another base plate 1, while the positioning block 24 on the rear surface of the base plate 1 is inserted into the positioning groove 23 on the front surface of the front base plate 1, thereby achieving rapid assembly of the base plates 1 and forming a large-area floor deck structure.
[0027] After assembly, the support component 3 is installed onto the base plate 1, and the fixing bolts 32 are screwed into the support seat 31, fixing the support seat 31 in the groove on the upper surface of the base plate 1. At this time, the vertical groove 33 on the support seat 31 is aligned with the steel truss or other related components in the steel truss floor slab, allowing them to pass through the vertical groove 33, so that the steel truss is tightly connected to the support seat 31. At the same time, in the transverse groove 34 on the left surface of the support seat 31, the ball bearings 35 can reduce the friction between the support and the contacting object, making the support structure more flexible.
[0028] The bottom rod 36 on the upper surface of the base plate 1 passes through the outer wall of the support base 31. The outer wall of the bottom rod 36 is welded with the top rod 37 through the support rod 38. The top of the support rod 38 is fixed to the outer wall of the top rod 37, and the bottom is fixed to the outer wall of the bottom rod 36. The bottom rod 36, the support rod 38 and the top rod 37 form a stable support structure, which enhances the overall load-bearing capacity and rigidity of the floor deck.
[0029] Finally, concrete pouring is carried out. The concrete encapsulates the steel truss in the steel truss floor deck, creating a good anchorage between the steel truss and the concrete, thus improving the shear resistance of the floor deck. After the concrete hardens, the steel truss floor deck and the concrete become a unified whole, forming part of the building's floor slab. During subsequent use, support component 3 continuously bears the weight of the floor deck and the concrete above it, transferring the load to the base slab 1 and the supporting structure below, ensuring the stability and safety of the floor deck. Simultaneously, assembly component 2 ensures the stability and reliability of the joints, preventing misalignment or loosening at the joints.
[0030] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.
Claims
1. A steel truss floor deck, comprising a base plate (1), characterized in that: An assembly assembly (2) is provided on the outer wall of the base plate (1). A support assembly (3) is provided on the upper surface of the base plate (1). The support assembly (3) includes a support base (31). A vertical groove (33) is provided at the center of the upper surface of the support base (31). A transverse groove (34) is provided at the front and rear ends of the left surface of the support base (31). Multiple sets of evenly distributed balls (35) are rolled in the inner wall of the groove of the transverse groove (34). A bottom rod (36) is fixedly installed on the upper surface of the base plate (1). A top rod (37) is welded to the outer wall of the bottom rod (36) through a support rod (38).
2. The steel truss floor decking according to claim 1, characterized in that: The assembly component (2) includes an assembly block (22), an assembly groove (21) is provided on the left surface of the base plate (1), two sets of positioning grooves (23) are provided on the front surface of the base plate (1), and two sets of positioning blocks (24) are fixedly connected to the rear surface of the base plate (1).
3. A steel truss floor decking according to claim 1, characterized in that: The top of the support rod (38) is fixedly installed on the outer wall of the top rod (37), and the bottom of the support rod (38) is fixedly installed on the outer wall of the bottom rod (36).
4. A steel truss floor decking according to claim 1, characterized in that: The bottom rod (36) is connected through the outer wall of the support base (31).
5. A steel truss floor decking according to claim 2, characterized in that: The positioning block (24) is engaged in the inner wall of the positioning groove (23).
6. A steel truss floor decking according to claim 2, characterized in that: The assembly block (22) is slidably connected to the inner wall of the assembly groove (21).
7. A steel truss floor decking according to claim 2, characterized in that: The assembly block (22) is fixedly connected to the right surface of the base plate (1).
8. A steel truss floor decking according to claim 1, characterized in that: The support base (31) is detachably connected to the groove on the upper surface of the base plate (1) by fixing bolts (32).