Fixing device for steel bar truss floor support plate and beam side formwork

By designing a fixing device including the first plate body, the second plate body and the third plate body, the existing steel bar truss floor bearing plate and beam side formwork fixing methods are solved, and the problem of low efficiency, easy to fall off and easy to leak slurry is achieved, and a more efficient and stable formwork fixing and leak-proof effect is achieved.

CN222949463UActive Publication Date: 2025-06-06CONSTR & INSTALLATION ENG THE THIRD ENG GROUP OF CHINA RAILWAY +1
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Patent Information

Application Number
CN202421795368.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-26
Publication Date
2025-06-06
Estimated Expiration
2034-07-26

AI Technical Summary

Technical Problem

The existing steel bar truss floor bearing plate and beam side formwork fixing method are inefficient and easy to fall off. It requires high altitude work and is prone to leak slurry during dismantling.

Method used

A fixing device including a first plate body part, a second plate body part and a third plate body part is designed, and the first plate body part is welded to the steel bar truss base plate, and the "bow"-shaped structure of the second plate body part and the third plate body part is fixed with the beam side formwork, and the rotation plate and side pressing block are combined to improve the stability and leakage-proof performance of the formwork.

Benefits of technology

It improves the stability and leak-proof performance of the beam side formwork, simplifies the construction process, is simple in structure, easy to obtain materials, and is easy to splice and fix multiple formworks.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a fixing device for a steel bar truss floor support plate and a beam side formwork, and belongs to the technical field of construction of steel bar trusses and two side formworks. The fixing device for the steel bar truss floor support plate and the beam side template comprises a first plate body part fixed on a bottom plate of a steel bar truss, and a second plate body part and a third plate body part which are in contact with the tops of the inner side surface and the outer side surface of the beam side template, the top ends of the second plate body part and the third plate body part are fixed to the two sides of the lower surface of the first plate body part respectively. The utility model has the advantages that the structure is simple, the connection stability of the steel bar truss and the beam side template is improved, and the grout leakage prevention performance is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction of steel bar trusses and side formworks on both sides, and particularly relates to a fixing device for a steel bar truss floor slab and a side formwork of a beam. Background Art

[0002] At present, during the construction of a steel bar truss floor slab and a side formwork of a beam, the connection between the side formwork of the beam and the steel bar truss is fixed by steel nails. This method mainly has the following defects: the fixing efficiency of the steel nails is low and they are easy to fall off; after the side formwork of the beam fixed by the steel nails is removed, the exposed part needs to be cut, which is inconvenient for operation during high-altitude work; the existing fixing form is prone to leakage of slurry on both sides. In view of this, the present application provides a fixing device for a steel bar truss floor slab and a side formwork of a beam. Summary of the Utility Model

[0003] In order to solve the above technical problems, the utility model provides a fixing device for a steel bar truss floor slab and a side formwork of a beam.

[0004] The technical solution of the utility model is realized as follows:

[0005] A fixing device for a steel bar truss floor slab and a side formwork of a beam includes a first plate part for being fixed on the bottom plate of the steel bar truss, and a second plate part and a third plate part for contacting the top surfaces of the inner and outer sides of the side formwork of the beam. The tops of the second plate part and the third plate part are respectively fixed on both sides of the lower surface of the first plate part.

[0006] Furthermore, the first plate part, the second plate part and the third plate part are integrally formed, and the first plate part, the second plate part and the third plate part as a whole present a "C" - shaped structure.

[0007] Furthermore, the first plate part is welded on the bottom plate of the floor slab of the steel bar truss.

[0008] Furthermore, the distance between the second plate part and the third plate part is adapted to the thickness of the side formwork of the beam.

[0009] Furthermore, one end of the first plate part is provided with a slot, the other end of the first plate part is provided with an insertion part for inserting into the slot. The inner end of the slot is closed, the slot opening is located on the outer side of the first plate part. The slot is of a cylindrical structure, and a notch is formed by penetrating the first plate part on the side of the slot far from the insertion part, and the width of the notch is smaller than the inner diameter of the slot.

[0010] Furthermore, two rotating plates are provided on the lower surface of the first plate body, and the rotating plates include a first edge and a second edge. The lower surface of the first plate body is provided with a groove for accommodating the first edge. The connection between the first edge and the second edge is rotatably installed on the side wall of the groove through a rotating shaft. The third plate body is provided with a channel for swinging the second edge.

[0011] Furthermore, an accommodating groove for accommodating the longitudinal ribs at the end of the beam side formwork is provided between the second side and the end of the first plate body.

[0012] Furthermore, a side pressure block is fixedly provided at the bottom end of the inner side surface of the second side, and when the second side rotates inwardly, the longitudinal ribs at the end of the beam side template are pressed toward the end of the first plate body through the side pressure block.

[0013] Furthermore, the second side includes an upper portion perpendicular to the first plate and a lower portion arranged at the bottom of the upper portion, the angle between the lower portion and the first side is less than 90°, and the side pressure block is arranged on the lower portion.

[0014] The utility model has the following beneficial effects:

[0015] 1. By arranging the first plate body, the second plate body and the third plate body, the stability of the beam side formwork and the anti-leakage performance can be improved, and the construction is simple and efficient, the structure is simple, and the materials are easy to obtain.

[0016] 2. By setting the turning plate, not only the stability and anti-leakage performance of the beam side formwork are improved, but also the splicing between the two beam side formworks is more convenient, the splicing seam is reduced, and the anti-leakage performance is further improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the utility model of the steel bar truss floor deck and beam side formwork fixing device when fixing the beam side formwork;

[0018] Figure 2 This utility model Figure 1 Enlarged view of point A in the middle;

[0019] Figure 3 It is a schematic diagram of the utility model between the steel bar truss floor deck and the beam side formwork fixing device and the beam side formwork;

[0020] Figure 4 This utility model Figure 3 Enlarged view of point B in the middle;

[0021] Figure 5 This utility model Figure 3 Enlarged view of point C in the middle;

[0022] Figure 6It is a schematic diagram of the utility model of the steel bar truss floor deck and the beam side formwork fixing device located on the slot side;

[0023] Figure 7 It is a schematic diagram of the utility model of the steel bar truss floor deck and beam side formwork fixing device located on the insertion part side;

[0024] Figure 8 It is a schematic diagram of the groove of the utility model;

[0025] Fig. 9 It is a schematic diagram of the turning plate of the utility model.

[0026] In the figure: 100, steel bar truss; 200, beam side formwork; 1, first plate body; 2, second plate body; 3, third plate body; 4, slot; 5, insertion part; 6, notch; 7, turn plate; 7.1, first side; 7.2, upper part; 7.3, lower part; 8, groove; 9, rotating shaft; 10, channel; 11, side pressure block. DETAILED DESCRIPTION

[0027] The technical solutions in the embodiments of the present invention are described clearly and completely below. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0028] like Figures 1 to 9 As shown, a device for fixing a steel bar truss floor slab and a beam side formwork comprises a first plate body 1 for fixing on the bottom plate of the steel bar truss 100 and a second plate body 2 and a third plate body 3 for contacting the top of the inner and outer side surfaces of the beam side formwork 200, wherein the top ends of the second plate body 2 and the third plate body 3 are respectively fixed on both sides of the lower surface of the first plate body 1. The first plate body 1 is welded to the bottom plate of the steel bar truss 100 floor slab.

[0029] The first plate body 1 is fixed to the bottom plate of the steel bar truss 100 by spot welding, and the first plate body 1, the second plate body 2 and the third plate body 3 form a sleeve groove on the lower surface of the first plate body 1 for sleeve connection to the top of the beam side template 200, and then the top of the beam side template 200 can be directly inserted into the sleeve groove to achieve the installation and fixation of the beam side template 200. In this way, not only the function of fixing the truss plate is improved, but also the effect of preventing leakage of mortar at the joint of the beam and plate can be effectively prevented.

[0030] The first plate body part 1, the second plate body part 2 and the third plate body part 3 are integrally formed, and the first plate body part 1, the second plate body part 2 and the third plate body part 3 as a whole present a "C" - shaped structure. By setting like this, the first plate body part 1, the second plate body part 2 and the third plate body part 3 are a whole, and can be directly replaced by a channel steel, with a simpler structure and more convenient material taking.

[0031] The distance between the second plate body part 2 and the third plate body part 3 is adapted to the thickness of the side formwork 200 of the beam. By setting like this, not only does it have a more stable fixing effect on the side formwork 200 of the beam, but also the third plate body fits more tightly with the inner panel of the side formwork 200 of the beam, having a stronger anti - leakage effect of slurry.

[0032] One end of the first plate body part 1 is provided with a slot 4, the other end of the first plate body part 1 is provided with an insertion part 5 for inserting into the slot 4. The inner end of the slot 4 is closed, the notch of the slot 4 is located on the outer side of the first plate body part 1. The slot 4 is of a cylindrical structure, and a notch 6 is formed by penetrating the first plate body part 1 on the side of the slot 4 away from the insertion part 5, and the width of the notch 6 is smaller than the inner diameter of the slot 4.

[0033] By making the above settings, adjacent two first plate body parts 1 can be connected and locked in the splicing direction through the cooperation of the slot 4 and the insertion part 5, which is more convenient for the installation and splicing of multiple side formworks 200 of the beam.

[0034] Wherein, two rotating plates 7 are arranged on the lower surface of the first plate body part 1. The rotating plate 7 includes a first side 7.1 and a second side. A groove 8 for accommodating the first side 7.1 is arranged on the lower surface of the first plate body part 1. The connection part of the first side 7.1 and the second side is rotatably installed on the side wall of the groove 8 through a rotating shaft 9. A channel 10 for the second side to swing is arranged on the third plate body part 3.

[0035] By setting the rotating plate 7, during the process of inserting the top of the side formwork 200 of the beam between the second plate body part 2 and the third plate body part 3, the tops of the two side formworks squeeze the first side 7.1 upwards, so that the first side 7.1 enters the groove 8. During this process, the first side 7.1 and the second side will rotate as a whole around the rotating shaft 9, and the second side rotates inwards in the channel 10. At this time, using the pressure exerted by the side formwork 200 of the beam on the first side 7.1, the second side cooperates with the third plate body part 3 to clamp the side formwork 200 of the beam, improving the fixing effect of the side formwork 200 of the beam, and squeezing the two side formworks towards one side of the third plate body part 3, making the third plate body part 3 fit more closely with the inner plate body of the side formwork 200 of the beam, and further improving the anti - leakage function.

[0036] An accommodating groove for accommodating the longitudinal ribs at the end of the beam side formwork 200 is provided between the second edge and the end of the first plate body 1. By such a configuration, when the first edge 7.1 is pressed into the groove 8, the second edge not only cooperates with the third plate body 3 to clamp the top transverse ribs of the templates on both sides, but also contacts the inner surface of the longitudinal ribs at the end of the beam side formwork 200. At this time, the longitudinal ribs at the splicing ends of the two beam side formworks 200 are simultaneously limited and clamped by the second edges of the two rotating plates 7, further improving the stability and sealing of the splicing of the two beam side formworks 200.

[0037] A side pressure block 11 is fixedly provided at the bottom end of the inner side surface of the second side. When the second side rotates inward, the side pressure block 11 presses the longitudinal ribs at the end of the beam side formwork 200 toward the end of the first plate body 1. By providing the side pressure block 11, when the second side swings inward in the channel 10, the side pressure block 11 can press the beam side formwork in the direction of splicing, so as to achieve position calibration of the beam side formwork and make the connection between the longitudinal ribs at the opposite ends of the two beam side forms tighter.

[0038] Specifically, the second side includes an upper portion 7.2 perpendicular to the first plate and a lower portion 7.3 arranged at the bottom of the upper portion 7.2, the angle between the lower portion 7.3 and the first side 7.1 is less than 90°, and the side pressing block 11 is arranged on the lower portion 7.3. After the first side 7.1 is pressed into the groove 8 by the top of the beam side formwork 200, the inner side surface of the upper portion 7.2 is closely attached to the outer side surface of the top transverse rib of the beam side formwork 200, and the lower portion 7.3 is in contact with the inner side surface of the longitudinal rib at the end of the beam side formwork 200, so that the connection and fixation of the beam side formwork 200 are more stable.

[0039] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A device for fixing a steel bar truss floor deck and a beam side formwork, characterized in that: It includes a first plate body part (1) for being fixed on the bottom plate of the steel bar truss (100), a second plate body part (2) and a third plate body part (3) for contacting the tops of the inner and outer sides of the beam side formwork (200). The tops of the second plate body part (2) and the third plate body part (3) are respectively fixed on both sides of the lower surface of the first plate body part (1).

2. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 1, characterized in that: The first plate body part (1), the second plate body part (2) and the third plate body part (3) are integrally formed, and the first plate body part (1), the second plate body part (2) and the third plate body part (3) as a whole present a "C"-shaped structure.

3. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 1, characterized in that: The first plate body part (1) is welded on the bottom plate of the floor slab of the steel bar truss (100).

4. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 1, characterized in that: The distance between the second plate body part (2) and the third plate body part (3) is adapted to the thickness of the beam side formwork (200).

5. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 1, characterized in that: One end of the first plate body part (1) is provided with a slot (4), the other end of the first plate body part (1) is provided with an insertion part (5) for inserting into the slot (4). The inner end of the slot (4) is closed, the notch of the slot (4) is located on the outer side of the first plate body part (1). The slot (4) is of a cylindrical structure, and a notch (6) is formed by penetrating the first plate body part (1) on the side of the slot (4) away from the insertion part (5), and the width of the notch (6) is smaller than the inner diameter of the slot (4).

6. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 1, characterized in that: Two rotating plates (7) are arranged on the lower surface of the first plate body part (1). The rotating plate (7) includes a first side (7.1) and a second side. A groove (8) for accommodating the first side (7.1) is arranged on the lower surface of the first plate body part (1). The connection part of the first side (7.1) and the second side is rotatably installed on the side wall of the groove (8) through a rotating shaft (9). A channel (10) for the second side to swing is arranged on the third plate body part (3).

7. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 6, characterized in that: A receiving groove for accommodating the longitudinal rib at the end of the beam side formwork (200) is arranged between the second side and the end of the first plate body part (1).

8. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 7, characterized in that: A side pressing block (11) is fixedly arranged at the bottom end of the inner side surface of the second side. When the second side rotates inwards, the longitudinal rib at the end of the beam side formwork (200) is extruded towards the end of the first plate body part (1) by the side pressing block (11).

9. A device for fixing a steel bar truss floor deck and a beam side formwork as claimed in claim 8, characterized in that: The second side includes an upper part (7.2) perpendicular to the first plate and a lower part (7.3) arranged at the bottom of the upper part (7.2). The included angle between the lower part (7.3) and the first side (7.1) is less than 90°, and the side pressing block (11) is arranged on the lower part (7.3).