Cofferdam steel platform structure

By adopting articulated ear plates and limit assembly structures in the cofferdam steel platform, combined with anti-slip pads and triangular clamp mechanisms, the safety hazards caused by the platform steel plates under strong winds are solved, and more stable connections and convenient use are achieved.

CN222314046UActive Publication Date: 2025-01-07HUBEI SHUNYITONG CONSTR CO LTD
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Patent Information

Application Number
CN202421156636.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-25
Publication Date
2025-01-07
Estimated Expiration
2034-05-25

AI Technical Summary

Technical Problem

In strong winds, the wind blows under the cross plates, which may cause the cross plates to be lifted, which poses a safety hazard.

Method used

The hinged ear plate and limit assembly structure are adopted to enhance the connection stability through the L-shaped clamping plate and the I-shaped steel clamping and anti-slip pads, and the platform steel plate is fixed in strong winds through the triangular clamping block and spring mechanism to prevent it from being lifted by the wind.

Benefits of technology

It effectively enhances the connection stability between the platform steel plate and I-steel, reduces safety hazards in windy weather, and facilitates material transportation and personnel activities.

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Abstract

The utility model relates to a cofferdam steel platform structure which comprises a plurality of pile foundations, a plurality of I-beams are evenly and fixedly connected to the upper end faces of the pile foundations, platform steel plates are evenly laid on the upper surfaces of the I-beams, and a plurality of pairs of hinged lug plates are evenly, symmetrically and fixedly connected to the lower surfaces of the platform steel plates. The symmetrically-arranged hinged lug plates are located on the two sides of the I-shaped steel respectively, L-shaped clamping plates are hinged to the hinged lug plates and located on one side of the I-shaped steel, and a plurality of pairs of limiting assemblies are evenly, symmetrically and movably inserted into the platform steel plate. According to the scheme, during use, the limiting assembly is inserted into the platform steel plate, one side of the limiting assembly abuts against the L-shaped clamping plate, the inner wall of the L-shaped clamping plate can be connected with a straight plate part at the top of the I-shaped steel in a clamped mode, and therefore the stability of connection between the I-shaped steel and the platform steel plate can be enhanced; and when wind blows over from the lower part of the platform steel plate in windy weather, the position between the platform steel plate and the I-shaped steel can be guaranteed.
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Description

Technical Field

[0001] The utility model relates to the technical field of cofferdam steel platforms, in particular to a cofferdam steel platform structure. Background Art

[0002] Cofferdam steel platform is a temporary or permanent structure used in cofferdam projects in water conservancy projects and civil engineering. It is usually used in rivers, reservoirs, coasts and other areas to enclose water or retain soil to protect surrounding land or facilities from water erosion or mudslides.

[0003] The utility model with announcement number CN216108442U discloses a cofferdam steel platform structure, which relates to cofferdam construction, including steel pipe piles, wherein the steel pipe piles include large piles on both sides, small piles are arranged between the large piles on both sides, the tops of the steel pipe piles are fixedly connected to longitudinal steel frames, and the tops of the longitudinal steel frames are laid with cross plates; the large piles and small piles are arranged at intervals to save materials, the longitudinal steel frames connect each row of steel pipe piles to achieve longitudinal reinforcement, the cross plates are laid on the tops of the steel pipe piles for material transportation and pile driver travel, and the pile driver moves along the length direction of the steel pipe piles, which is more convenient and improves construction efficiency.

[0004] When the above technical solution is in use, when the cross plate is set, it is placed vertically. The rotating plate is in a free-hanging state due to the rotation of gravity. At this time, when the cross plate is vertically dropped to the upper half of the rotating plate and contacts the top of the H-shaped steel, the rotating plate is rotated relative to the cross plate by the pressure of the H-shaped steel, so that the anti-skid plate fixedly connected on the other side of the cross plate contacts the side of the H-shaped groove, thereby increasing the contact area. When the cross plate is subjected to a horizontal force, the cross plate and the H-shaped steel are kept relatively fixed through the friction between the cross plate and the top of the H-shaped steel, and the friction between the anti-skid plate and the side of the H-shaped steel. The greater the gravity applied to the cross plate, the tighter the fit between the cross plate and the H-shaped steel, and the friction plate and the H-shaped steel, and the stronger its anti-skid ability. However, when encountering strong winds, wind may blow through from under the cross plate, and the rotating plate and the cross plate are movably connected, so that the strong wind may lift the cross plate upward, causing certain safety hazards, which is not conducive to actual use. Therefore, those skilled in the art provide a cofferdam steel platform structure to solve the problems raised in the above background technology. Utility Model Content

[0005] In order to solve the problem raised in the above background technology that when encountering strong winds, wind may blow through from under the horizontal plate, and the rotating plate and the horizontal plate are movably connected, so that the strong wind may lift the horizontal plate upwards, causing certain safety hazards, the utility model provides a cofferdam steel platform structure.

[0006] The utility model provides a cofferdam steel platform structure adopts the following technical solutions:

[0007] A cofferdam steel platform structure comprises a plurality of pile foundations, the upper end surfaces of the plurality of pile foundations are uniformly and fixedly connected with a plurality of I-beams, the upper surfaces of the plurality of I-beams are uniformly and paved with platform steel plates, the lower surfaces of the platform steel plates are uniformly and symmetrically connected with a plurality of pairs of hinged ear plates, the symmetrically arranged hinged ear plates are respectively located on both sides of the I-beams, an L-shaped clip is hinged on the hinged ear plates, the L-shaped clip is located on one side of the I-beam, a plurality of pairs of limit assemblies are uniformly and symmetrically movably plugged on the platform steel plates, the limit assemblies are located on a side of the L-shaped clip away from the I-beam, and one side of the limit assemblies abuts against a side of the L-shaped clip away from the I-beam.

[0008] By adopting the above technical solution, one side of the limit assembly is abutted against the L-shaped clamping plate, so that the inner wall of the L-shaped clamping plate can be clamped with the top I-beam of the I-beam, thereby enhancing the stability of the connection between the I-beam and the platform steel plate. When there is strong wind and wind blows from under the platform steel plate, the position between the platform steel plate and the I-beam can also be guaranteed, which can reduce certain safety hazards.

[0009] Preferably, the platform steel plate comprises a rectangular plate located on the upper surface of the I-beam, a plurality of pairs of slots penetrating the rectangular plate are evenly and symmetrically provided on the rectangular plate, and the limit assembly passes through the interior of the slots.

[0010] By adopting the above technical solution, the rectangular plate is used for material transportation or personnel activities, and the slot can limit the installation position of the limiting component.

[0011] Preferably, an anti-skid pad is fixedly connected to the inner wall of the L-shaped clamping plate, and the inner wall of the anti-skid pad abuts against the I-beam.

[0012] By adopting the above technical solution, the anti-skid pad can increase the friction between the L-shaped pallet and the I-beam, and can play a certain anti-skid role.

[0013] Preferably, the limit assembly includes a mounting plate located inside the slot, the lower surface of the mounting plate is fixedly connected to a limit plug plate, the limit plug plate passes through the interior of the slot, and one side of the limit plug plate abuts against a side of the L-shaped clamping plate away from the I-beam.

[0014] By adopting the above technical solution, the mounting plate can limit the installation position of the limiting plug plate, and the L-shaped card plate can be limited by the mutual abutment between the limiting plug plate and the L-shaped card plate.

[0015] Preferably, a storage groove is provided inside the limiting plug plate, a clamping assembly is provided inside the storage groove, and one end of the clamping assembly is clamped with one side of the L-shaped clamping plate.

[0016] By adopting the above technical solution, when the clamping assembly is clamped with the L-shaped clamping plate, the position of the limiting plug plate can be limited, thereby enhancing the limiting effect of the limiting plug plate and the L-shaped clamping plate.

[0017] Preferably, the clamping assembly includes a triangular clamping block located inside the storage slot, one end of the triangular clamping block is clamped with one side of the L-shaped clamping plate, one end of the triangular clamping block away from the L-shaped clamping plate is elastically connected to a spring, and one end of the spring away from the triangular clamping block is elastically connected to the inner wall of the limiting plug plate.

[0018] By adopting the above technical solution, when the limit plug plate is inserted and installed, the triangular clamping block can squeeze the spring and retract into the storage slot. When it moves to the clamping position of the triangular clamping block and the L-shaped clamping plate, the triangular clamping block can be controlled to pop out and clamp with the L-shaped clamping plate under the elastic force of the spring.

[0019] Preferably, one end of the triangular clamping block away from the L-shaped clamping plate is fixedly connected to a disassembly pull rope, and one end of the disassembly pull rope away from the triangular clamping block passes through the inside of the spring and is fixedly connected to a pull ring. A retractable groove is provided on the upper surface of the mounting plate, and the pull ring is located inside the retractable groove.

[0020] By adopting the above technical solution, the pull ring is pulled to drive the disassembly pull rope to move, so as to pull the triangular clamping block to retract into the storage slot, and then the limit assembly can be disassembled by continuously pulling the pull ring.

[0021] In summary, the utility model includes the following beneficial technical effects:

[0022] 1. The cofferdam steel platform structure has a platform steel plate with several pairs of hinged ear plates on the lower surface, which can symmetrically install L-shaped card plates under the platform steel plate. By abutting one side of the limit assembly with the L-shaped card plate, the inner wall of the L-shaped card plate can be clamped with the top I-shaped plate of the I-beam, which can enhance the stability of the connection between the I-beam and the platform steel plate. When encountering strong winds and wind blowing from under the platform steel plate, the position between the platform steel plate and the I-beam can also be guaranteed, which can avoid the situation where the platform steel plate is lifted up by the wind as much as possible, and reduce certain safety hazards;

[0023] 2. The rectangular plate set on the cofferdam steel platform structure is used for material transportation or personnel activities. The slot can limit the installation position of the limit assembly. When the L-shaped card plate contacts the I-beam, the anti-slip pad can increase the friction between the L-shaped card plate and the I-beam. The mounting plate can limit the installation position of the limit plug plate. The L-shaped card plate can be limited by the mutual contact between the limit plug plate and the L-shaped card plate to prevent the L-shaped card plate from moving at will.

[0024] 3. For the cofferdam steel platform structure, when the set limit plug plate is inserted and installed, the triangular clamp block can squeeze the spring and retract into the storage groove. When the triangular clamp block is moved to the clamping position with the L-shaped clamp plate, the triangular clamp block can be controlled to pop out and clamp with the L-shaped clamp plate under the elastic force of the spring. The personnel pulls the pull ring to drive the disassembly pull rope to move, which can pull the triangular clamp block to retract into the storage groove, and then the limit assembly can be disassembled by continuously pulling the pull ring, so that the personnel can easily disassemble the platform steel plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the utility model;

[0026] Figure 2 It is a schematic diagram of a partial cross-sectional structure of a platform steel plate in an embodiment of the utility model;

[0027] Figure 3 This utility model embodiment Figure 2 A schematic diagram of the structure enlargement at point A;

[0028] Figure 4 It is a schematic diagram of the structure of the limit assembly in the embodiment of the utility model.

[0029] Explanation of the reference numerals in the accompanying drawings: 1. Pile foundation; 2. I-beam; 3. Platform steel plate; 301. Rectangular plate; 302. Slot; 4. Articulated ear plate; 5. L-shaped clamp; 6. Limiting assembly; 601. Mounting plate; 602. Limiting plug plate; 7. Anti-slip pad; 8. Storage slot; 9. Snap-on assembly; 901. Triangular clamp block; 902. Spring; 10. Disassembly pull rope; 11. Pull ring; 12. Retractable slot. DETAILED DESCRIPTION

[0030] The following is combined with Figure 1-4 The utility model is described in further detail.

[0031] The utility model embodiment discloses a cofferdam steel platform structure. Figure 1 , Figure 2 and Figure 3 The cofferdam steel platform structure includes a plurality of pile foundations 1, the upper end surfaces of the plurality of pile foundations 1 are evenly and fixedly connected with a plurality of I-beams 2, the upper surfaces of the plurality of I-beams 2 are evenly and paved with platform steel plates 3, the lower surfaces of the platform steel plates 3 are evenly and symmetrically fixedly connected with a plurality of pairs of hinged ear plates 4, the symmetrically arranged hinged ear plates 4 are respectively located on both sides of the I-beam 2, an L-shaped card plate 5 is hinged on the hinged ear plate 4, the L-shaped card plate 5 is located on one side of the I-beam 2, a plurality of pairs of limit assemblies 6 are evenly and symmetrically movably inserted on the platform steel plate 3, the limit assemblies 6 are located on the side of the L-shaped card plate 5 away from the I-beam 2, and one side of the limit assemblies 6 abuts against the side of the L-shaped card plate 5 away from the I-beam 2.

[0032] In this embodiment, the cofferdam steel platform structure is composed of a plurality of pile foundations 1, I-beams 2 and platform steel plates 3. The plurality of pile foundations 1 can support a plurality of I-beams 2, and the plurality of I-beams 2 can support a plurality of platform steel plates 3. The L-shaped card plates 5 can be symmetrically installed under the platform steel plates 3 in pairs on the lower surface of the platform steel plates 3 by means of a plurality of pairs of hinged ear plates 4. When the platform steel plates 3 are laid, the symmetrically arranged L-shaped card plates 5 can be respectively located on both sides of the I-beams 2. The construction personnel can control the limit assembly 6 to be inserted into the platform On the steel plate 3, one side of the limit assembly 6 can be made to abut against the L-shaped card plate 5, so that the inner wall of the L-shaped card plate 5 can be clamped with the top I-plate part of the I-beam 2, thereby limiting the installation position between the I-beam 2 and the platform steel plate 3, and enhancing the stability of the connection between the I-beam 2 and the platform steel plate 3. When encountering strong winds and wind blowing from under the platform steel plate 3, the position between the platform steel plate 3 and the I-beam 2 can also be guaranteed, thereby avoiding the situation where the platform steel plate 3 is lifted up by the wind as much as possible, reducing certain safety hazards, and making the utility model more conducive to practical use.

[0033] In a further preferred embodiment of the present invention, Figure 1 , Figure 2 and Figure 3 As shown, the platform steel plate 3 includes a rectangular plate 301 located on the upper surface of the I-beam 2 , and a number of pairs of slots 302 are evenly and symmetrically opened on the rectangular plate 301 to penetrate the rectangular plate 301 , and the limiting assembly 6 passes through the interior of the slot 302 .

[0034] In this embodiment, the rectangular plate 301 is used for material transportation or personnel activities, and the slot 302 provided can limit the installation position of the limiting component 6.

[0035] In a further preferred embodiment of the present invention, Figure 2 and Figure 3 As shown, the inner wall of the L-shaped clamping plate 5 is fixedly connected with an anti-skid pad 7 , and the inner wall of the anti-skid pad 7 abuts against the I-beam 2 .

[0036] In this embodiment, when the L-shaped pallet 5 contacts the I-beam 2, the anti-slip pad 7 can be located between the contact surfaces of the L-shaped pallet 5 and the I-beam 2, thereby increasing the friction between the L-shaped pallet 5 and the I-beam 2, playing a certain anti-slip role, and enhancing the stability of the connection between the L-shaped pallet 5 and the I-beam 2.

[0037] In a further preferred embodiment of the present invention, Figure 2 , Figure 3 and Figure 4As shown, the limit assembly 6 includes a mounting plate 601 located inside the slot 302, and the lower surface of the mounting plate 601 is fixedly connected to a limit plug plate 602, which passes through the interior of the slot 302, and one side of the limit plug plate 602 abuts against the side of the L-shaped clamping plate 5 away from the I-beam 2.

[0038] In this embodiment, the installation position of the limiting plug plate 602 can be limited by the installation plate 601, and the L-shaped card plate 5 can be limited by the mutual abutment between the limiting plug plate 602 and the L-shaped card plate 5 to prevent the L-shaped card plate 5 from moving at will.

[0039] In a further preferred embodiment of the present invention, Figure 2 and Figure 3 As shown, a storage slot 8 is provided inside the limiting plug plate 602 , and a clamping assembly 9 is provided inside the storage slot 8 , and one end of the clamping assembly 9 is clamped with one side of the L-shaped clamping plate 5 .

[0040] In this embodiment, the installation position of the card assembly 9 can be limited by the opening of the storage slot 8. When the limiting plug plate 602 is plugged in and installed, the provided card assembly 9 can move along one side of the L-shaped card plate 5. When the card assembly 9 moves to be engaged with the L-shaped card plate 5, the position of the limiting plug plate 602 can be limited, thereby enhancing the limiting effect of the limiting plug plate 602 and the L-shaped card plate 5.

[0041] In a further preferred embodiment of the present invention, Figure 2 and Figure 3 As shown, the clamping assembly 9 includes a triangular clamping block 901 located inside the storage slot 8, one end of the triangular clamping block 901 is clamped with one side of the L-shaped clamping plate 5, and the end of the triangular clamping block 901 away from the L-shaped clamping plate 5 is elastically connected to a spring 902, and the end of the spring 902 away from the triangular clamping block 901 is elastically connected to the inner wall of the limiting plug plate 602.

[0042] In this embodiment, when the limit plug plate 602 is inserted and installed, the triangular clamp block 901 can squeeze the spring 902 to retract into the storage slot 8. When it moves to the clamping position between the triangular clamp block 901 and the L-shaped clamp plate 5, the triangular clamp block 901 can be controlled to pop out and clamp with the L-shaped clamp plate 5 under the elastic force of the spring 902.

[0043] In a further preferred embodiment of the present invention, Figure 2 , Figure 3 and Figure 4 As shown, one end of the triangular clamping block 901 away from the L-shaped clamping plate 5 is fixedly connected to a disassembly pull rope 10, and one end of the disassembly pull rope 10 away from the triangular clamping block 901 passes through the inside of the spring 902 and is fixedly connected to a pull ring 11. A retractable groove 12 is provided on the upper surface of the mounting plate 601, and the pull ring 11 is located inside the retractable groove 12.

[0044] In the present embodiment, the installed pull ring 11 can be retracted and released through the opened retraction groove 12 to prevent the pull ring 11 from protruding above the platform steel plate 3. The user can drive the disassembly pull rope 10 to move by pulling the pull ring 11. When the disassembly pull rope 10 moves, the triangular block 901 can be pulled to retract into the storage groove 8. The limit assembly 6 can be disassembled by continuously pulling the pull ring 11, thereby facilitating the disassembly of the platform steel plate 3.

[0045] The implementation principle of the cofferdam steel platform structure of the utility model embodiment is:

[0046] When in use, the limit component 6 is inserted into the platform steel plate 3, and one side of the limit component 6 is abutted against the L-shaped card plate 5, so that the inner wall of the L-shaped card plate 5 can be clamped with the top I-plate part of the I-beam 2, thereby limiting the installation position between the I-beam 2 and the platform steel plate 3, and enhancing the stability of the connection between the I-beam 2 and the platform steel plate 3. When encountering strong winds and wind blowing from under the platform steel plate 3, the position between the platform steel plate 3 and the I-beam 2 can also be guaranteed, thereby minimizing the situation where the platform steel plate 3 is lifted up by the wind, which can reduce certain safety hazards and make the utility model more conducive to practical use.

[0047] The above are all preferred embodiments of the present utility model, and are not intended to limit the protection scope of the present utility model. Therefore, any equivalent changes made based on the structure, shape, and principle of the present utility model should be included in the protection scope of the present utility model.

Claims

1. A cofferdam steel platform structure, comprising a plurality of pile foundations (1), characterized in that: The upper end surfaces of the plurality of pile foundations (1) are uniformly fixedly connected with a plurality of I-beams (2), the upper surfaces of the plurality of I-beams (2) are uniformly paved with platform steel plates (3), the lower surfaces of the platform steel plates (3) are uniformly and symmetrically fixedly connected with a plurality of pairs of hinged ear plates (4), the symmetrically arranged hinged ear plates (4) are respectively located on both sides of the I-beams (2), an L-shaped clamping plate (5) is hingedly connected to the hinged ear plates (4), the L-shaped clamping plate (5) is located on one side of the I-beam (2), and a plurality of pairs of limit assemblies (6) are uniformly and symmetrically movably inserted on the platform steel plates (3), the limit assemblies (6) are located on a side of the L-shaped clamping plate (5) away from the I-beam (2), and one side of the limit assemblies (6) is in contact with a side of the L-shaped clamping plate (5) away from the I-beam (2).

2. A cofferdam steel platform structure according to claim 1, characterized in that: The platform steel plate (3) comprises a rectangular plate (301) located on the upper surface of the I-beam (2), the rectangular plate (301) being evenly and symmetrically provided with a plurality of pairs of slots (302) penetrating the rectangular plate (301), and the limit assembly (6) passing through the interior of the slots (302).

3. The cofferdam steel platform structure according to claim 1, characterized in that: An anti-skid pad (7) is fixedly connected to the inner wall of the L-shaped clamping plate (5), and the inner wall of the anti-skid pad (7) is in contact with the I-beam (2).

4. The cofferdam steel platform structure according to claim 2, characterized in that: The limit assembly (6) comprises a mounting plate (601) located inside the slot (302), the lower surface of the mounting plate (601) being fixedly connected to a limit plug plate (602), the limit plug plate (602) passing through the inside of the slot (302), and one side of the limit plug plate (602) abutting against a side of the L-shaped clamping plate (5) away from the I-beam (2).

5. The cofferdam steel platform structure according to claim 4, characterized in that: A storage groove (8) is provided inside the limiting plug plate (602), a clamping assembly (9) is provided inside the storage groove (8), and one end of the clamping assembly (9) is clamped to one side of the L-shaped clamping plate (5).

6. A cofferdam steel platform structure according to claim 5, characterized in that: The clamping assembly (9) comprises a triangular clamping block (901) located inside the storage slot (8), one end of the triangular clamping block (901) being mutually clamped with one side of the L-shaped clamping plate (5), one end of the triangular clamping block (901) away from the L-shaped clamping plate (5) being elastically connected to a spring (902), and one end of the spring (902) away from the triangular clamping block (901) being elastically connected to the inner wall of the limiting plug plate (602).

7. The cofferdam steel platform structure according to claim 6, characterized in that: One end of the triangular clamping block (901) away from the L-shaped clamping plate (5) is fixedly connected to a disassembly pull rope (10), and one end of the disassembly pull rope (10) away from the triangular clamping block (901) passes through the interior of the spring (902) and is fixedly connected to a pull ring (11). A retractable groove (12) is provided on the upper surface of the mounting plate (601), and the pull ring (11) is located inside the retractable groove (12).

Citation Information

Patent Citations

  • Cofferdam steel platform structure

    CN216108442U