Assembling steel formwork for bridge construction

The assembled steel formwork system addresses the inconvenience of manual bolting by using positioning slots and hydraulic cylinders for efficient assembly of bridge cylindrical steel formworks, thereby reducing assembly workload.

CN222183077UActive Publication Date: 2024-12-17HENAN OURUI TEMPLATE TECH CO LTD
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Patent Information

Application Number
CN202420510832.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-16
Publication Date
2024-12-17
Estimated Expiration
2034-03-16

AI Technical Summary

Technical Problem

The existing method of assembling bridge cylindrical steel formworks is inconvenient due to the need for numerous bolts and nuts, increasing the workload.

Method used

An assembled steel formwork system with positioning slots, sliders, connecting blocks, hydraulic cylinders, and positioning frames that facilitate easy assembly by sliding, squeezing, and fitting components together, reducing the need for manual bolting.

Benefits of technology

The system allows for efficient assembly of steel formworks by sliding and fitting components, significantly reducing the workload and time required for assembly.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of bridge construction, in particular to an assembled steel formwork for bridge construction, which comprises two pairs of upright posts distributed left and right and two steel formworks distributed left and right and abutted against each other, the interiors of the four first positioning sliding grooves are slidably connected with first positioning sliding blocks matched with the first positioning sliding grooves, and the opposite sides of the two first positioning sliding blocks located on the same side are fixedly connected with connecting blocks. The pressing plate on the left side moves downwards, the multiple steel formworks on the left side can be extruded and attached, then the multiple steel formworks on the right side are pressed through the same principle, then the two positioning blocks enter the two positioning frames correspondingly, and then the two nuts are screwed tightly, so that the multiple steel formworks on the left side can be extruded and attached to the multiple steel formworks on the right side correspondingly; and then the two stand columns on the right side are fixed, so that the multiple steel formworks are further spliced, and the working burden is relieved.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge construction, in particular to an assembled steel template for bridge construction. Background Art

[0002] Steel formwork is a steel formwork used for concrete pouring and forming. In addition to steel formwork, there are also wooden formwork, plywood formwork, etc. Steel formwork is widely used in construction projects due to its multiple uses and beautiful concrete pouring and forming. Steel formwork can replace wooden formwork, which significantly reduces the pore water pressure and air bubble removal in the concrete pressure usually encountered with traditional sealing formworks such as wood, plywood, or steel plates. After the concrete of the steel formwork structure is poured and formed, an ideal rough interface is formed. During bridge construction, steel formwork is usually required for assembly, and then concrete is filled into the steel formwork frame. Therefore, an assembled steel formwork for bridge construction is required.

[0003] The bridge columns produced by the bridge cylindrical steel formwork are built as the base of bridges and viaducts. As the supporting columns of the bridges, the bridges and viaducts can withstand greater pressure and will not collapse. When assembling the bridge cylindrical steel formwork, first, the multiple steel formworks on one side are fixed and connected by a number of bolts and nuts, and then the multiple steel formworks on the other side are fixed and connected by a number of bolts and nuts. Finally, the assembled bridge beam formworks on both sides are spliced ​​together by a number of bolts and nuts to complete the assembly of the steel formworks.

[0004] The disadvantage of the existing method of assembling bridge cylindrical steel formwork is that the steel formworks on both sides need to be assembled by a number of bolts and nuts, and the assembled steel formworks on both sides need to be spliced ​​together by a number of bolts, which makes the assembly inconvenient and increases the workload. Therefore, it is necessary to propose an assembled steel formwork for bridge construction to solve the above-mentioned problems. Utility Model Content

[0005] The utility model aims to provide an assembled steel formwork for bridge construction, which has the characteristics of being easy to assemble the steel formwork to reduce the workload.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical scheme: an assembled steel formwork for bridge construction, comprising two pairs of left and right distributed columns and two left and right distributed and abutting each other, a first positioning slot is opened on the opposite side of the two columns on the same side, the four first positioning slots are slidably connected with a first positioning slider matching therewith inside, a connecting block is fixedly connected on the opposite side of the two first positioning sliders on the same side, the two steel formworks are respectively fixedly connected between the two connecting blocks on the same side, a pressing plate located above the two steel formworks is arranged between the two columns on the same side, a positioning frame is fixedly connected on the opposite side of the two columns on the left side, a fixing block is fixedly connected on the opposite side of the two columns on the right side, a positioning block extending into the inside of the two positioning frames is fixedly connected on the left side of the two fixing blocks, a screw is fixedly connected on the left side of the two positioning blocks, and a nut abutting the left side of the two positioning frames is threadedly connected on the outer walls of the two screws.

[0007] In order to facilitate the first positioning sliding block to pass through the through groove and enter the interior of the first positioning sliding groove, as a preferred assembled steel formwork for bridge construction of the utility model, one side of the four columns is provided with a through groove connected to the interior of the four first positioning sliding grooves and located at the lower side of the two pressure plates.

[0008] In order to facilitate the fixing of the upper sides of the two columns on the same side and to facilitate the movement of the two pressure plates, as a preferred assembled steel formwork for bridge construction of the utility model, a cross plate is fixedly connected between the upper ends of the two columns on the same side, and hydraulic cylinders are installed on the upper ends of the two cross plates, and the output ends of the two hydraulic cylinders respectively pass through the two cross plates and are fixedly connected to the two pressure plates.

[0009] In order to facilitate the positioning of the installation positions of the two positioning blocks, as a preferred assembled steel formwork for bridge construction of the utility model, second positioning grooves are provided on the upper and lower sides of the inner walls of the two positioning frames, and the upper and lower sides of the two positioning blocks are fixedly connected with second positioning sliders which are slidably connected to the inside of the four second positioning grooves.

[0010] In order to facilitate the fixing of the lower ends of the two columns on the same side, as a preferred assembled steel formwork for bridge construction of the utility model, a connecting base located below the two positioning frames is fixedly connected between the left and right sides of the two pairs of columns.

[0011] In order to facilitate fixing the two columns on the same side to the ground by multiple bolts, as a preferred assembled steel formwork for bridge construction of the utility model, multiple bolt holes are opened through the upper end surfaces of the two connecting bases.

[0012] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0013] By fixing the two columns on the left side to the ground, the two first positioning slide blocks on the left side enter the two first positioning slide grooves on the left side and slide downward to the bottom thereof, whereby the multiple steel templates on the left side can be stacked upward in sequence, and the multiple steel templates on the left side can be squeezed and fitted by the downward movement of the pressure plate on the left side, and the multiple steel templates on the right side can be pressed tightly by the same principle, and then the two positioning blocks are respectively entered into the interiors of the two positioning frames, and then the two nuts are tightened, so that the multiple steel templates on the left side can be squeezed and fitted with the multiple steel templates on the right side, and then the two columns on the right side are fixed, thereby further achieving the characteristic of assembling multiple steel templates to reduce the workload. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is the overall external structure diagram of the utility model;

[0015] Figure 2 This is a diagram of the external connection structure of the column and the positioning frame of the utility model;

[0016] Figure 3 This is a diagram of the external connection structure of the steel formwork and the connection block of the utility model;

[0017] Figure 4 This is a top view of the cross-sectional structure of the positioning frame and the positioning block of the utility model.

[0018] In the figure: 1. column; 2. steel formwork; 3. first positioning slide; 4. first positioning slide block; 5. connecting block; 6. positioning frame; 7. fixing block; 8. positioning block; 9. screw; 10. nut; 11. pressure plate; 12. through slot; 13. cross plate; 14. hydraulic cylinder; 15. second positioning slide; 16. second positioning slide block; 17. connecting base; 18. bolt hole. DETAILED DESCRIPTION

[0019] See also Figures 1 to 4, an assembled steel formwork for bridge construction, comprising two pairs of left and right distributed columns 1 and two left and right distributed and mutually abutting steel formworks 2, a first positioning slot 3 is provided on the opposite side of the two columns 1 on the same side, the four first positioning slots 3 are slidably connected with the first positioning slider 4 matching therewith, the opposite side of the two first positioning sliders 4 on the same side are fixedly connected with a connecting block 5, the two steel formworks 2 are respectively fixedly connected between the two connecting blocks 5 on the same side, a pressing plate 11 located above the two steel formworks 2 is arranged between the two columns 1 on the same side, a positioning frame 6 is fixedly connected to the opposite side of the two columns 1 on the left side, a fixing block 7 is fixedly connected to the opposite side of the two columns 1 on the right side, a positioning block 8 extending into the inside of the two positioning frames 6 is fixedly connected to the left side of the two fixing blocks 7, a screw 9 is fixedly connected to the left side of the two positioning blocks 8, and a nut 10 abutting the left side of the two positioning frames 6 is threadedly connected to the outer wall of the two screws 9.

[0020] In this embodiment: first, fix the two columns 1 on the left to the ground, then make the steel template 2, the two connecting blocks 5 and the two first positioning slide blocks 4 on the left pass through the two through grooves 12 on the left, then the two first positioning slide blocks 4 on the left will enter the two first positioning slide grooves 3 on the left, and slide downward inside the two first positioning slide grooves 3 until they slide to the bottom of the two columns 1 on the left, and then, based on the same principle, the multiple steel templates 2 on the left can be stacked up in sequence, and then the multiple steel templates 2 on the left can be squeezed and fitted by moving the pressing plate 11 on the left downward, and then by The same principle makes the multiple steel templates 2 on the right side stack up in sequence, and then they are pressed by the pressure plate 11 on the right side, and then the two screws 9 first pass through the interior of the two positioning frames 6, and then the two positioning blocks 8 respectively enter the interior of the two positioning frames 6, and then the two nuts 10 are respectively screwed into the outer walls of the two screws 9 and tightened, so that the multiple steel templates 2 on the left side are respectively squeezed and fitted with the multiple steel templates 2 on the right side, and then the two columns 1 on the right side are fixed to the ground, completing the assembly of the multiple steel templates 2, and further achieving the characteristic of assembling the multiple steel templates 2 to reduce the workload.

[0021] As a technical optimization solution of the utility model, one side of each of the four columns 1 is provided with a through slot 12 which is connected to the inside of the four first positioning slots 3 and is located at the lower side of the two pressing plates 11 .

[0022] In this embodiment, a through slot 12 is provided to facilitate the first positioning slide block 4 to pass through the through slot 12 and enter the interior of the first positioning slide slot 3 .

[0023] As a technical optimization solution of the utility model, a cross plate 13 is fixedly connected between the upper ends of the two columns 1 located on the same side, and a hydraulic cylinder 14 is installed on the upper ends of the two cross plates 13. The output ends of the two hydraulic cylinders 14 respectively pass through the two cross plates 13 and are fixedly connected to the two pressure plates 11.

[0024] In this embodiment, two horizontal plates 13 are provided to fix the upper sides of two upright posts 1 on the same side respectively, and two hydraulic cylinders 14 are provided to drive the two pressing plates 11 to move respectively.

[0025] As a technical optimization solution of the utility model, second positioning grooves 15 are opened on the upper and lower sides of the inner walls of the two positioning frames 6, and the upper and lower sides of the two positioning blocks 8 are fixedly connected with second positioning sliders 16 that are slidably connected to the inside of the four second positioning grooves 15.

[0026] In this embodiment, the second positioning slot 15 and the second positioning slide block 16 are provided to facilitate positioning of the installation positions of the two positioning blocks 8 .

[0027] As a technical optimization solution of the present invention, a connection base 17 located below the two positioning frames 6 is fixedly connected between the left and right sides of the two pairs of columns 1 .

[0028] In this embodiment, two connecting bases 17 are provided to fix the lower ends of two upright posts 1 on the same side respectively.

[0029] As a technical optimization solution of the present invention, a plurality of bolt holes 18 are formed through the upper end surfaces of the two connecting bases 17 .

[0030] In this embodiment: a plurality of bolt holes 18 are provided so as to fix two upright posts 1 on the same side to the ground respectively by a plurality of bolts.

[0031] Working principle: First, fix the two columns 1 on the left to the ground through the multiple bolt holes 18 on the left with the bolts, and then make the steel template 2 on the left, the two connecting blocks 5 and the two first positioning slide blocks 4 pass through the two through grooves 12 on the left, and then the two first positioning slide blocks 4 on the left will enter the two first positioning slide grooves 3 on the left, and slide downward inside the two first positioning slide grooves 3 until they slide to the bottom of the two columns 1 on the left, and then, according to the same principle, the multiple steel templates 2 on the left can be stacked up in sequence, and then the multiple steel templates 2 on the left can be moved downward through the pressure plate 11 on the left. Extrusion fit, and then use the same principle to stack the multiple steel templates 2 on the right side in sequence, and then press them tightly through the pressure plate 11 on the right side, and then make the two screws 9 pass through the inside of the two positioning frames 6 first, and then make the two positioning blocks 8 enter the inside of the two positioning frames 6 respectively, and then screw the two nuts 10 into the outer walls of the two screws 9 respectively, and tighten them, so that the multiple steel templates 2 on the left side are squeezed and fitted with the multiple steel templates 2 on the right side, and then fix the two columns 1 on the right side to the ground, completing the assembly of the multiple steel templates 2, and further achieving the characteristic of assembling multiple steel templates 2 to reduce the workload.

[0032] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An assembled steel formwork for bridge construction, comprising two pairs of columns (1) distributed left and right and two steel formworks (2) distributed left and right and abutting against each other, characterized in that: A first positioning slot (3) is provided on one side opposite to the two columns (1) on the same side, and a first positioning slider (4) matching the first positioning slot (3) is slidably connected inside the four first positioning slots (3), and a connecting block (5) is fixedly connected on one side opposite to the two first positioning sliders (4) on the same side, and the two steel templates (2) are respectively fixedly connected between the two connecting blocks (5) on the same side, and a pressing plate (11) located above the two steel templates (2) is provided between the two columns (1) on the same side, and a positioning frame (6) is fixedly connected on one side opposite to the two columns (1) on the left side, and a fixing block (7) is fixedly connected on one side opposite to the two columns (1) on the right side, and a positioning block (8) extending into the interior of the two positioning frames (6) is fixedly connected on the left side of the two fixing blocks (7), and a screw rod (9) is fixedly connected on the left side of the two positioning blocks (8), and the outer walls of the two screw rods (9) are threadedly connected with nuts (10) abutting against the left sides of the two positioning frames (6).

2. The assembled steel formwork for bridge construction according to claim 1 is characterized in that: One side of each of the four upright posts (1) is provided with a through slot (12) which is connected to the inside of the four first positioning slots (3) and is located at the bottom of the two pressing plates (11).

3. The assembled steel formwork for bridge construction according to claim 1 is characterized in that: A transverse plate (13) is fixedly connected between the upper ends of two upright posts (1) on the same side, a hydraulic cylinder (14) is installed on the upper ends of the two transverse plates (13), and the output ends of the two hydraulic cylinders (14) respectively penetrate the two transverse plates (13) and are fixedly connected to the two pressure plates (11).

4. The assembled steel formwork for bridge construction according to claim 1 is characterized in that: Second positioning slots (15) are provided on the upper and lower sides of the inner walls of the two positioning frames (6), and second positioning slide blocks (16) are fixedly connected to the upper and lower sides of the two positioning blocks (8) and are slidably connected to the inside of the four second positioning slots (15).

5. The assembled steel formwork for bridge construction according to claim 1 is characterized in that: A connecting base (17) located below the two positioning frames (6) is fixedly connected between the left and right sides of the two pairs of upright posts (1).

6. The assembled steel formwork for bridge construction according to claim 5 is characterized in that: A plurality of bolt holes (18) are provided through the upper end surfaces of the two connection bases (17).