Steel bar truss floor support plate with shock absorption damping layer

Abstract

The utility model relates to the technical field of construction, and discloses a steel bar truss floor support plate with a shock absorption damping layer, which comprises a base and a bearing plate piece, the outer wall of the base is provided with a connecting guide row, the outer wall of the connecting guide row is provided with a fixing buckle, the outer wall of the fixing buckle is provided with a trapezoidal plate frame, and the trapezoidal plate frame is provided with a shock absorption damping layer. The trapezoid plate frames are symmetrically distributed on the inner wall of the connecting guide row, inner sliding blocks are arranged on the inner walls of the trapezoid plate frames, the trapezoid plate frames are in sliding connection with the inner sliding blocks, and through holes are formed in the outer walls of the trapezoid plate frames. According to the steel bar truss floor support plate with the shock absorption damping layer, the fixing clamps are arranged on the inner walls of the connecting nuts, when equipment is fixed, the connecting nuts can be kept fixed at the same horizontal position through tension released by the fixing clamps, and field angles at the tail ends of the connecting nuts can also be stably fixed to the outer walls of the connecting nuts through the fixing clamps; and therefore, the connection stability with the base can be effectively enhanced.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building, concretely to a steel bar truss floor support plate with damping layer. BACKGROUND

[0002] In the technical field of building, the application of the detachable bottom mold steel bar truss floor support plate is relatively wide. The structural strength of the existing steel bar truss floor support plate is limited when pouring concrete mortar, which leads to insufficient adhesion between concrete and the bottom mold plate. In addition, the structural size of a single bottom mold plate is limited. For different engineering building needs, when multiple bottom mold plates are used, the structural strength of the overall bottom mold plate is insufficient. In the existing steel bar truss floor support plate, the bottom mold plate and the steel bar truss are generally connected by a connecting piece. The existing connecting piece has a single implementation mode and cannot provide stable support strength. Therefore, a steel bar truss floor support plate with damping layer is proposed. SUMMARY

[0003] The utility model provides the following technical scheme: a steel bar truss floor support plate with damping layer, including base and bearing board piece, the outer wall of base is equipped with connecting guide, the outer wall of connecting guide is equipped with fixed buckle, the outer wall of fixed buckle is equipped with trapezoidal board frame, and trapezoidal board frame is symmetrically distributed in the inner wall of connecting guide, the inner wall of trapezoidal board frame is equipped with internal slide block, and trapezoidal board frame and internal slide block are connected slidingly, and the outer wall of trapezoidal board frame is equipped with through hole.

[0004] As a preferred technical scheme of the utility model, the inner wall of the connecting guide is provided with a connecting nut, and the connecting guide and the connecting nut are fixed by direct thread connection. The inner wall of the connecting nut is provided with a fixed clamp, and the connecting nut and the fixed clamp are directly connected slidingly.

[0005] As a preferred technical scheme of the utility model, the inner wall of the internal slide block is provided with a pressure applying mechanism, the outer wall of the internal slide block is provided with an upper connecting rod, the outer wall of the internal slide block is provided with a lower connecting rod, and the upper connecting rod and the lower connecting rod are symmetrically distributed on the outer wall of the internal slide block.

[0006] As a preferred technical scheme of the utility model, the inner wall of the internal slide block is provided with an upper top plate, the outer wall of the upper top plate is fixedly connected with a telescopic rod, the telescopic rod is provided with a lower top plate on the side away from the upper top plate, the outer wall of the telescopic rod is provided with a buffer spring, and the outer wall of the buffer spring is provided with a protective bushing.

[0007] As a preferred technical scheme of the utility model, the lower connecting rod, the upper connecting rod, and the internal slide block are fixed by thread connection.

[0008] As a preferred technical scheme of the utility model, the protective bush is mainly prepared from PVC material.

[0009] Compared with the prior art, the utility model has the following beneficial effects:

[0010] 1、This steel bar truss floor support of damping layer has, set up fixed clamp in the inner wall of connecting nut, can release the tension of fixed clamp when equipment is fixed, can keep connecting nut fixed at the same horizontal position, the opening angle of connecting nut end can also be stably fixed on the outer wall of connecting nut, thereby the connection stability between the base can be effectively enhanced.

[0011] 2、This steel bar truss floor support of damping layer, the upper top plate and lower top plate set up in the inner slide block, under the tension of buffer spring release, can push away the upper top plate and lower top plate, when the inner slide block is stressed, the telescopic rod can support the inner slide block, and the through hole is connected and fixed through the fixed clamp, thereby the support strength of equipment can be improved. BRIEF DESCRIPTION OF DRAWINGS

[0012] Figure 1 It is a kind of steel bar truss floor support of damping layer's three-dimensional structure schematic diagram;

[0013] Figure 2 It is a kind of steel bar truss floor support of damping layer fixed clamp's structure schematic diagram;

[0014] Figure 3 It is a kind of steel bar truss floor support of damping layer bearing plate's structure schematic diagram;

[0015] Figure 4 It is a kind of steel bar truss floor support of damping layer lower top plate's structure schematic diagram.

[0016] In the drawing: 1, base;2, connecting guide;3, bearing plate;31, trapezoidal plate frame;32, through hole;33, inner slide block;4, lower connecting rod;5, connecting nut;6, fixed clamp;7, fixed buckle;8, upper connecting rod;9, pressure mechanism;91, upper top plate;92, protective bush;93, telescopic rod;94, lower top plate;95, buffer spring. DETAILED DESCRIPTION

[0017] The technical scheme in the embodiments of the utility model will be described clearly and completely in combination with the drawings in the embodiments of the utility model. Apparently, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.

[0018] Please refer to Figures 1-4 A steel bar truss floor support plate with damping layer, including base 1 and bearing plate 3, the outer wall of base 1 is provided with connecting guide 2, the outer wall of connecting guide 2 is provided with fixed buckle 7, the outer wall of fixed buckle 7 is provided with trapezoidal plate 31, and trapezoidal plate 31 is symmetrically distributed on the inner wall of connecting guide 2, the inner wall of trapezoidal plate 31 is provided with internal slide 33, and trapezoidal plate 31 and internal slide 33 are slidingly connected, the outer wall of trapezoidal plate 31 is provided with through hole 32, wherein trapezoidal plate 31 and bearing plate 3 are slidingly connected, and lower connecting rod 4 penetrates trapezoidal plate 31 and internal slide 33, after internal slide 33 is aligned, lower connecting rod 4 can be directly fixed, trapezoidal plate 31 and internal slide 33 are tightly fixed, thereby effectively avoiding separation of internal slide 33 and trapezoidal plate 31 when the equipment is bearing, the inner wall of connecting guide 2 is provided with connecting nut 5, and connecting guide 2 and connecting nut 5 are fixed by thread connection, the inner wall of connecting nut 5 is provided with fixed clamp 6, and connecting nut 5 and fixed clamp 6 are directly slidingly connected, wherein the thread connection between base 1 and connecting nut 5 can fix connecting guide 2 and base 1, and the fixed clamp 6 arranged in connecting nut 5 can also fix connecting nut 5, and when the worker needs to separate connecting nut 5, fixed clamp 6 can be directly pulled out, which can facilitate the installation and removal of connecting nut 5, the inner wall of internal slide 33 is provided with pressure applying mechanism 9, the outer wall of internal slide 33 is provided with upper connecting rod 8, the outer wall of internal slide 33 is provided with lower connecting rod 4, upper connecting rod 8 and lower connecting rod 4 are symmetrically distributed on the outer wall of internal slide 33, wherein a plurality of upper connecting rods 8 and lower connecting rods 4 can symmetrically connect internal slide 33 when fixed with internal slide 33, and can effectively relieve the pressure on internal slide 33 when internal slide 33 is supported, the inner wall of internal slide 33 is provided with upper top plate 91, the outer wall of upper top plate 91 is fixedly connected with telescopic rod 93, telescopic rod 93 is provided with lower top plate 94 on the side away from upper top plate 91, the outer wall of telescopic rod 93 is provided with buffer spring 95, the outer wall of buffer spring 95 is provided with protective bushing 92, wherein telescopic rod 93 can connect upper top plate 91 and lower top plate 94, and buffer spring 95 outside telescopic rod 93 can effectively absorb the pressure on internal slide 33 when bearing, which can effectively avoid damage of internal slide 33 due to excessive stress, lower connecting rod 4, upper connecting rod 8 and internal slide 33 are fixed by thread connection, wherein lower connecting rod 4 and upper connecting rod 8 can enhance the connection stability when symmetrically connecting internal slide 33, and enhance the bearing capacity of the equipment, protective bushing 92 is mainly made of PVC material, wherein protective bushing 92 can isolate the external environment from buffer spring 95, which can effectively prevent buffer spring 95 from being corroded and enhance the service life of the equipment.

[0019] The working principle is that when the device needs to be used, the connecting nut 5 is fixed between the base 1, then the trapezoidal plate frame 31 is fixed on the connecting guide 2 by penetrating the through hole 32 with the fixing clamp 6, the upper top plate 91 and the protective bushing 92 are arranged in the inner sliding block 33, then the inner sliding block 33 is pushed, and the inner sliding block 33 is fixed in position by the lower connecting rod 4 and the upper connecting rod 8.

[0020] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principles and spirits of the utility model, and the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A steel truss floor deck with a shock-absorbing damping layer, comprising a base (1) and a bearing plate (3), characterized in that: The outer wall of the base (1) is provided with a connecting guide bar (2), the outer wall of the connecting guide bar (2) is provided with a fixing buckle (7), the outer wall of the fixing buckle (7) is provided with a trapezoidal plate frame (31), and the trapezoidal plate frame (31) is symmetrically distributed on the inner wall of the connecting guide bar (2), the inner wall of the trapezoidal plate frame (31) is provided with an internal slider (33), the trapezoidal plate frame (31) and the internal slider (33) are slidably connected, and the outer wall of the trapezoidal plate frame (31) is provided with a through hole (32).

2. The steel truss floor deck with a shock-absorbing damping layer according to claim 1, characterized in that: The inner wall of the connecting guide bar (2) is provided with a connecting nut (5), and the connecting guide bar (2) and the connecting nut (5) are directly fixed by a threaded connection. The inner wall of the connecting nut (5) is provided with a fixing clamp (6), and the connecting nut (5) and the fixing clamp (6) are directly slidably connected.

3. The steel truss floor deck with a shock-absorbing damping layer according to claim 1, characterized in that: The inner wall of the inner slider (33) is provided with a pressure mechanism (9), the outer wall of the inner slider (33) is provided with an upper connecting rod (8), the outer wall of the inner slider (33) is provided with a lower connecting rod (4), and the upper connecting rod (8) and the lower connecting rod (4) are symmetrically distributed on the outer wall of the inner slider (33).

4. The steel truss floor deck with a shock-absorbing damping layer according to claim 3, characterized in that: The inner wall of the internal slider (33) is provided with an upper top plate (91), the outer wall of the upper top plate (91) is fixedly connected with a telescopic rod (93), the telescopic rod (93) is provided with a lower top plate (94) on a side away from the upper top plate (91), the outer wall of the telescopic rod (93) is provided with a buffer spring (95), and the outer wall of the buffer spring (95) is provided with a protective bushing (92).

5. The steel truss floor deck with a shock-absorbing damping layer according to claim 3, characterized in that: The lower connecting rod (4), the upper connecting rod (8) and the inner sliding block (33) are all fixed via threaded connections.

6. The steel truss floor deck with a shock-absorbing damping layer according to claim 4, characterized in that: The protective bushing (92) is mainly made of PVC material.

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