Scaffold erecting method for container ship box column construction

Abstract

The invention relates to the technical field of scaffolds, and discloses a scaffold for container ship box column construction. Comprising a supporting plate, a scaffold plate is fixedly connected to the side surface of the supporting plate, angle steel panels are arranged on the front surface and the rear surface of the supporting plate, and a guardrail plate is fixedly connected to the front surface of the supporting plate; a sliding block is slidably connected to the side surface of the guardrail plate, and a movable bead is movably connected to the side surface of the sliding block. When the scaffold is used, the sliding block can slide on the surface of the guardrail plate by means of sliding of the sliding block, an adjusting plate in the sliding block can stretch out of the interior of the sliding block, a sliding rod is pushed to one side, and therefore the scaffold can be conveniently adjusted. The sliding rod can drive the magnet and the rubber base to move together, the magnet can attract the adjusting plate to fix the sliding block, the limiting plate can intercept the waist of a worker, the limiting plate can normally slide on the surface of the guardrail plate through sliding of the sliding block, and meanwhile construction safety can be improved when angle steel is cut off and ground.

Description

Technical Field

[0001] The invention relates to the technical field of scaffolding, in particular to a scaffolding erection method for container ship column construction. Background Art

[0002] Container ship, also known as container ship, cargo ship or container ship, is a cargo ship loaded with standard cargo boxes (called containers) of uniform specifications. Scaffolding refers to various supports set up at the construction site for workers to operate and solve vertical and horizontal transportation. It is a working platform set up to ensure the smooth progress of each construction process. It is divided into external scaffolding and internal scaffolding according to the location of the scaffolding; it can be divided into wooden scaffolding, bamboo scaffolding, and steel pipe scaffolding according to different materials; it can be divided into pole scaffolding, bridge scaffolding, door scaffolding, suspended scaffolding, hanging scaffolding, cantilever scaffolding, and climbing scaffolding according to the structural form. The use of scaffolding is convenient for handling and transporting cargo boxes on the surface of container ships;

[0003] When the scaffolding for the construction of container ship columns is being dismantled, it is inconvenient to block the waist of the workers, resulting in reduced safety of construction within the deck railings during the dismantling of the scaffolding for the construction of container ship columns. At the same time, when the scaffolding for the construction of container ship columns is in use, the middle position of the scaffolding is easily slightly bent due to the long length of the step rods used in the scaffolding due to the influence of the weight, thereby reducing the strength of the scaffolding. Summary of the invention

[0004] 1. Technical issues to be resolved

[0005] The invention aims to improve the quality of the scaffolding and the installation of the container ship column. The scaffolding can be installed on the surface of the guardrail plate by sliding the sliding block, and the adjusting plate inside the sliding block can extend from the inside of the sliding block. The movement of the joint part and the limit plate makes the limit plate use the joint part to adjust the angle of the limit plate. When the distance between the limit plates is adjusted, the sliding rod is pushed to one side so that the sliding rod can drive the magnet and the rubber seat to move together. The magnet can be attracted to the adjusting plate to fix the sliding block. The rubber seat is fitted with the surface of the adjusting plate to increase the fixing range of the magnet. When the distance between the limit plates is adjusted, the limit plate can intercept the waist of the staff. The sliding block is used to slide so that the limit plate can slide normally on the surface of the guardrail plate. At the same time, the safety of construction can be improved when cutting and grinding the angle steel. When the scaffolding is installed and used, the staff can step on the stepping rod, and the stepping rod can be affected by the weight and can move on the scaffolding. The interior of the frame plate is slightly bent, so that the pedal rod can push the sliding rod, so that the sliding rod can drive the movable plate to slide inside the buffer hollow tube. When the movable plate is moving, the sliding block can slide together with the movable plate, and the sliding of the movable plate can drive the metal block and the fixed plate to move. When the metal block moves, the metal block can drive the first wear-resistant rubber pad and the second wear-resistant rubber pad to slide and rub. Since the second wear-resistant rubber pad is made of rubber, when the fixed plate drives the inclined rod to move, the inclined rod can be inclined to squeeze the second wear-resistant rubber pad, so that the second wear-resistant rubber pad can be slightly bulged on the inner wall of the buffer hollow tube due to the squeezing of the inclined rod, and the friction between the first wear-resistant rubber pad and the second wear-resistant rubber pad can increase the slowness of the movement of the movable plate, so that the pedal rod is more limited when bent by the weight, so that the stability of the scaffolding when in use can be improved, and the advantages such as solving the problems of low safety of scaffolding disassembly and poor strength of scaffolding in use.

[0006] (II) Technical solution

[0007] In order to solve the above technical problems, the present invention provides the following technical solutions: comprising a support plate, the side surface of the support plate is fixedly connected with a scaffolding plate, the front surface and the rear surface of the support plate are both provided with angle steel panels, and the front surface of the support plate is fixedly connected with a guardrail plate;

[0008] The side surface of the guardrail plate is slidably connected with a sliding block, the side surface of the sliding block is movably connected with a movable bead, the side surface of the movable bead is fixedly connected with a connecting rod, the end of the connecting rod away from the movable bead is fixedly connected with a load-bearing block, the side surface of the load-bearing block is fixedly connected with a limiting plate, the front surface of the limiting plate is provided with a sponge pad, the interior of the sliding block is slidably connected with an adjustment plate, the front and rear surfaces of the sliding block are both fixedly connected with a metal plate, the interior of the metal plate is slidably connected with a sliding rod, the end of the sliding rod away from the metal plate is fixedly connected to a fixed block, the end of the sliding rod away from the fixed block is provided with a magnet, and the magnet is attracted to the adjustment plate.

[0009] Preferably, a stepping rod is fixedly connected to the inside of the scaffolding board, and a cross board is fixedly connected to the inside of the scaffolding board.

[0010] Preferably, a buffer hollow tube is fixedly connected to the upper surface of the transverse plate, and a spring is fixedly connected inside the buffer hollow tube.

[0011] Preferably, one end of the spring away from the buffer hollow tube is fixedly connected to a movable plate, the front surface and the rear surface of the movable plate are both slidably connected to sliders, and the sliders are slidably connected to the buffer hollow tube.

[0012] Preferably, the upper surface and the lower surface of the movable plate are both fixedly connected with mounting blocks, the lower surface of the mounting block is fixedly connected with a metal block, and the rear surface of the metal block is provided with a first wear-resistant rubber pad.

[0013] Preferably, a fixing plate is fixedly connected to the upper surface of the metal block, and an inclined rod is fixedly connected to the rear surface of the fixing plate.

[0014] Preferably, a second wear-resistant rubber pad is provided on the inner wall of the buffer hollow tube, and the second wear-resistant rubber pad is fitted with the first wear-resistant rubber pad and the inclined rod.

[0015] Preferably, the scaffolding board is fixedly connected to a mounting plate inside, and the mounting plate is located above the cross plate, the mounting plate is slidably connected to a sliding rod inside, and the sliding rod is slidably connected to the buffer hollow tube, the sliding rod is fixedly connected to the movable plate, and the sliding rod is located below the stepping rod.

[0016] Preferably, a bent rod is provided on the front surface and the rear surface of the magnet, a rubber seat is provided on one end of the bent rod away from the magnet, and the rubber seat is in contact with the adjustment plate.

[0017] A scaffolding erection method for container ship column construction comprises the following steps:

[0018] Install and weld container feet on the top plate of the box column, change the scaffolding eye plate to angle steel, weld the angle steel panel on both sides of the bow and stern of the box column, connect the angle steel web plate to the scaffolding horse, and the scaffolding can be used normally. When cutting and grinding the angle steel, personnel can construct within the deck railing. The welding edges of the scaffolding horse and the scaffolding eye plate are on different sides, which means that the scaffolding eye plate needs to be rotated 90 degrees.

[0019] Compared with the prior art, the present invention provides a scaffolding erection method for container ship column construction, which has the following beneficial effects:

[0020] 1. When the scaffold is in use, the sliding block can slide on the surface of the guardrail plate by sliding, and the adjusting plate inside the sliding block can extend from the inside of the sliding block, and the movement of the joint part and the limit plate can make the limit plate use the joint part to adjust the angle of the limit plate, and when the distance between the limit plates is adjusted, the sliding rod is pushed to one side, so that the sliding rod can drive the magnet and the rubber seat to move together, and the magnet can be attracted to the adjusting plate to fix the sliding block, and the rubber seat is used to fit the surface of the adjusting plate to increase the fixing range of the magnet, and when the distance between the limit plates is adjusted, the limit plate can intercept the waist of the staff, and the sliding block is used to slide so that the limit plate can slide normally on the surface of the guardrail plate, and at the same time, the construction safety can be improved when cutting and grinding the angle steel.

[0021] When the scaffold is installed and used, the staff can step on the stepping rod, and the stepping rod can be slightly bent inside the scaffolding board due to the influence of weight, so that the stepping rod can push the sliding rod, so that the sliding rod can drive the movable plate to slide inside the buffer hollow tube. When the movable plate is moving, the sliding block can slide together with the movable plate, and the sliding of the movable plate can drive the metal block and the fixed plate to move. When the metal block moves, the metal block can drive the first wear-resistant rubber pad and the second wear-resistant rubber pad to slide and rub. Because the second wear-resistant rubber pad is made of rubber, when the fixed plate drives the inclined rod to move, the inclined rod can be inclined to squeeze the second wear-resistant rubber pad, so that the second wear-resistant rubber pad can be slightly bulged on the inner wall of the buffer hollow tube due to the squeezing of the inclined rod, and the friction between the first wear-resistant rubber pad and the second wear-resistant rubber pad can increase the slowness of the moving plate, so that the bending of the stepping rod due to weight is relatively limited, so that the stability of the scaffold when in use can be improved.

[0022] 3. The present invention changes the scaffolding eye plate into an angle steel form, the angle steel panel is welded on both sides of the bow and stern of the box column, the angle steel web is connected to the scaffolding horse, the scaffolding can be used normally, and the personnel can construct within the deck railing when cutting and grinding the angle steel, which effectively improves the safety of construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0024] Figure 2 for Figure 1 Schematic diagram of the structure at A in the middle;

[0025] Figure 3 This is a schematic diagram of the metal plate splitting structure of the present invention;

[0026] Figure 4 This is a schematic diagram of the scaffolding board split structure of the present invention;

[0027] Figure 5 This is a schematic diagram of the internal structure of the buffer hollow tube of the present invention;

[0028] Figure 6 for Figure 5 Schematic diagram of the structure at point B in the middle.

[0029] Among them: 1. Support plate; 2. Scaffolding plate; 3. Step rod; 4. Guardrail plate; 5. Angle steel panel; 6. Horizontal plate; 7. Buffer hollow tube; 8. Mounting plate; 9. Sliding rod; 10. Second wear-resistant rubber pad; 11. Spring; 12. Moving plate; 13. Mounting block; 14. Magnet; 15. Sliding rod; 16. Fixed block; 17. Bending rod; 18. Rubber seat; 19. Limiting plate; 20. Sponge pad; 21. Load-bearing block; 22. Adjustment plate; 23. Metal plate; 24. Connecting rod; 25. Movable bead; 26. Sliding block; 27. Metal block; 28. Sliding block; 29. ​​First wear-resistant rubber pad; 30. Diagonal rod; 31. Fixed plate. DETAILED DESCRIPTION

[0030] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. 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.

[0031] Embodiment 1:

[0032] See also Figure 1-6A scaffold for the construction of a container ship column comprises a support plate 1, a scaffold plate 2 is fixedly connected to the side surface of the support plate 1, an angle steel panel 5 is arranged on the front and rear surfaces of the support plate 1, the scaffolding eye plate is changed into an angle steel form, the angle steel panel 5 is welded on both sides of the bow and stern of the column, the angle steel web is connected to the scaffolding, the scaffolding can be used normally, and personnel can construct within the deck railing when cutting and grinding the angle steel, which effectively improves the safety of construction, a guardrail plate 4 is fixedly connected to the front surface of the support plate 1, a stepping rod 3 is fixedly connected to the inside of the scaffolding plate 2, a cross plate 6 is fixedly connected to the inside of the scaffolding plate 2, a buffer hollow tube 7 is fixedly connected to the upper surface of the cross plate 6, and the buffer hollow tube 7 is fixedly connected to the inside of the buffer hollow tube 7. A spring 11 is connected, and one end of the spring 11 away from the buffer hollow tube 7 is fixedly connected to a movable plate 12, and the front surface and the rear surface of the movable plate 12 are both slidably connected to a slider 28, and the slider 28 is slidably connected to the buffer hollow tube 7, and the upper surface and the lower surface of the movable plate 12 are both fixedly connected to a mounting block 13, and the lower surface of the mounting block 13 is fixedly connected to a metal block 27, and the rear surface of the metal block 27 is provided with a first wear-resistant rubber pad 29, and the upper surface of the metal block 27 is fixedly connected to a fixed plate 31, and the rear surface of the fixed plate 31 is fixedly connected to an inclined rod 30, and the inner wall of the buffer hollow tube 7 is provided with a second wear-resistant rubber pad 10, and the second wear-resistant rubber pad 10 is fitted with the first wear-resistant rubber pad 29 and the inclined rod 30 The interior of the scaffolding board 2 is fixedly connected with a mounting plate 8, and the mounting plate 8 is located above the horizontal board 6. The interior of the mounting plate 8 is slidably connected with a sliding rod 9, and the sliding rod 9 is slidably connected to the buffer hollow tube 7. The sliding rod 9 is fixedly connected to the movable plate 12, and the sliding rod 9 is located below the stepping rod 3. When the scaffold is installed and used, the staff can step on the stepping rod 3, and the stepping rod 3 can be slightly bent inside the scaffolding board 2 due to the influence of weight, so that the stepping rod 3 can push the sliding rod 9, so that the sliding rod 9 can drive the movable plate 12 to slide inside the buffer hollow tube 7. When the movable plate 12 is moving, the slider 28 can slide together with the movable plate 12, and the sliding of the movable plate 12 can drive the metal block 27 moves with the fixed plate 31. When the metal block 27 moves, the metal block 27 can drive the first wear-resistant rubber pad 29 and the second wear-resistant rubber pad 10 to slide and rub. Since the second wear-resistant rubber pad 10 is made of rubber, when the fixed plate 31 drives the inclined rod 30 to move, the inclined rod 30 can be inclined to squeeze the second wear-resistant rubber pad 10, so that the second wear-resistant rubber pad 10 can be slightly bulged on the inner wall of the buffer hollow tube 7 due to the squeezing of the inclined rod 30. The friction between the first wear-resistant rubber pad 29 and the second wear-resistant rubber pad 10 can increase the slowness of the movement of the movable plate 12, so that the bending of the stepping rod 3 under the influence of weight is more limited, so that the stability of the scaffolding when in use can be improved.

[0033] The side surface of the guardrail plate 4 is slidably connected with a sliding block 26, and the side surface of the sliding block 26 is movably connected with a movable bead 25. The side surface of the movable bead 25 is fixedly connected with a connecting rod 24, and the end of the connecting rod 24 away from the movable bead 25 is fixedly connected with a load-bearing block 21, and the side surface of the load-bearing block 21 is fixedly connected with a limiting plate 19, and the front surface of the limiting plate 19 is provided with a sponge pad 20. The inside of the sliding block 26 is slidably connected with an adjustment plate 22, and the front and rear surfaces of the sliding block 26 are fixedly connected with a metal plate 23, and the inside of the metal plate 23 is slidably connected with a sliding rod 15, and the end of the sliding rod 15 away from the metal plate 23 is fixedly connected with a fixed block 16, and the end of the sliding rod 15 away from the fixed block 16 is provided with a magnet 14, and the magnet 14 and the adjustment plate 22 are attracted to each other, and the front and rear surfaces of the magnet 14 are provided with a bending rod 17, and the end of the bending rod 17 away from the magnet 14 is provided with a rubber seat 18, and the rubber seat 18 is connected to the adjustment plate 22. When the distance between the limit plates 19 is adjusted, the slide bar 15 is pushed to one side so that the slide bar 15 can drive the magnet 14 and the rubber seat 18 to move together. The magnet 14 can be attracted by the adjustment plate 22 to fix the slide block 26, and the rubber seat 18 is used to fit the surface of the adjustment plate 22 to increase the fixing range of the magnet 14. When the distance between the limit plates 19 is adjusted, the limit plate 19 can intercept the waist of the staff, and the slide block 26 is used to slide so that the limit plate 19 can slide normally on the surface of the guardrail plate 4. At the same time, the staff effectively improves the safety of construction when cutting and grinding the angle steel.

[0034] Embodiment 2:

[0035] A scaffolding erection method for container ship column construction comprises the following steps:

[0036] Install and weld container feet on the top plate of the box column, change the scaffolding eye plate to angle steel, weld the angle steel panel on both sides of the bow and stern of the box column, connect the angle steel web plate to the scaffolding horse, and the scaffolding can be used normally. When cutting and grinding the angle steel, personnel can construct within the deck railing. The welding edges of the scaffolding horse and the scaffolding eye plate are on different sides, which means that the scaffolding eye plate needs to be rotated 90 degrees.

[0037] When in use, welded container feet are installed on the top plate of the box column, the scaffolding eye plate is changed to the angle steel form, and the angle steel panel is welded on both sides of the bow and stern of the box column. The sliding block 26 can slide on the surface of the guardrail plate 4 by sliding, and the adjusting plate 22 inside the sliding block 26 can extend from the inside of the sliding block 26. The movement of the joint part and the limit plate 19 can make the limit plate 19 adjust the angle of the limit plate 19 by the joint part. When the distance between the limit plates 19 is adjusted, the slide rod is 15 is pushed to one side, so that the slide bar 15 can drive the magnet 14 and the rubber seat 18 to move together, and the magnet 14 can attract the adjusting plate 22 to fix the sliding block 26. The rubber seat 18 is used to fit the surface of the adjusting plate 22 to increase the fixing range of the magnet 14. When the distance between the limit plates 19 is adjusted, the limit plates 19 can intercept the waist of the staff, and the sliding block 26 is used to slide so that the limit plates 19 can slide normally on the surface of the guardrail plate 4. When the scaffold is installed and used, the workers The worker can step on the stepping rod 3, and the stepping rod 3 can be slightly bent inside the scaffolding board 2 under the influence of the weight, so that the stepping rod 3 can push the sliding rod 9, so that the sliding rod 9 can drive the moving plate 12 to slide inside the buffer hollow tube 7. When the moving plate 12 moves, the slider 28 can slide together with the moving plate 12, and the sliding of the moving plate 12 can drive the metal block 27 and the fixed plate 31 to move. When the metal block 27 moves, the metal block 27 can drive the first wear-resistant rubber pad 29 and the second wear-resistant rubber pad 31 to move. The wear-resistant rubber pad 10 is subjected to sliding friction. Since the second wear-resistant rubber pad 10 is made of rubber, when the fixed plate 31 drives the diagonal rod 30 to move, the diagonal rod 30 can be tilted to squeeze the second wear-resistant rubber pad 10, so that the second wear-resistant rubber pad 10 can be slightly bulged on the inner wall of the buffer hollow tube 7 due to the squeezing of the diagonal rod 30. The friction between the first wear-resistant rubber pad 29 and the second wear-resistant rubber pad 10 can increase the slowness of the movement of the movable plate 12, thereby improving the strength of the scaffolding.

[0038] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A scaffold for the construction of container ship columns, comprising a support plate (1), characterized in that: The side surface of the support plate (1) is fixedly connected to a scaffolding plate (2), the front surface and the rear surface of the support plate (1) are both provided with angle steel panels (5), and the front surface of the support plate (1) is fixedly connected to a guardrail plate (4); The side surface of the guardrail plate (4) is slidably connected to a sliding block (26), the side surface of the sliding block (26) is movably connected to a movable bead (25), the side surface of the movable bead (25) is fixedly connected to a connecting rod (24), one end of the connecting rod (24) away from the movable bead (25) is fixedly connected to a load-bearing block (21), the side surface of the load-bearing block (21) is fixedly connected to a limiting plate (19), and a sponge pad (20) is provided on the front surface of the limiting plate (19). The sliding block (26) is slidably connected to an adjusting plate (22) inside, the front surface and the rear surface of the sliding block (26) are fixedly connected to a metal plate (23), the metal plate (23) is slidably connected to a sliding rod (15) inside, one end of the sliding rod (15) away from the metal plate (23) is fixedly connected to a fixed block (16), and one end of the sliding rod (15) away from the fixed block (16) is provided with a magnet (14), and the magnet (14) and the adjusting plate (22) are attracted to each other.

2. A scaffold for container ship column construction according to claim 1, characterized in that: A stepping rod (3) is fixedly connected inside the scaffolding board (2), and a transverse board (6) is fixedly connected inside the scaffolding board (2).

3. The scaffolding for container ship column construction according to claim 1 is characterized in that: A buffer hollow tube (7) is fixedly connected to the upper surface of the transverse plate (6), and a spring (11) is fixedly connected inside the buffer hollow tube (7).

4. The scaffolding for container ship column construction according to claim 1 is characterized in that: One end of the spring (11) away from the buffer hollow tube (7) is fixedly connected to a movable plate (12), the front surface and the rear surface of the movable plate (12) are both slidably connected to a slider (28), and the slider (28) is slidably connected to the buffer hollow tube (7).

5. The scaffolding for container ship column construction according to claim 1 is characterized in that: The upper surface and the lower surface of the movable plate (12) are both fixedly connected to a mounting block (13), the lower surface of the mounting block (13) is fixedly connected to a metal block (27), and the rear surface of the metal block (27) is provided with a first wear-resistant rubber pad (29).

6. A scaffold for the construction of container ship columns according to claim 1, characterized in that: A fixing plate (31) is fixedly connected to the upper surface of the metal block (27), and an inclined rod (30) is fixedly connected to the rear surface of the fixing plate (31).

7. A scaffold for container ship column construction according to claim 1, characterized in that: The inner wall of the buffer hollow tube (7) is provided with a second wear-resistant rubber pad (10), and the second wear-resistant rubber pad (10) is fitted with the first wear-resistant rubber pad (29) and the inclined rod (30).

8. The scaffolding for container ship column construction according to claim 1, characterized in that: The scaffolding board (2) is fixedly connected to a mounting plate (8) inside, and the mounting plate (8) is located above the horizontal board (6); the mounting plate (8) is slidably connected to a sliding rod (9) inside, and the sliding rod (9) is slidably connected to the buffer hollow tube (7); the sliding rod (9) is fixedly connected to the movable plate (12); and the sliding rod (9) is located below the stepping rod (3).

9. The scaffolding for container ship column construction according to claim 1, characterized in that: The front surface and the rear surface of the magnet (14) are both provided with a bent rod (17), and one end of the bent rod (17) away from the magnet (14) is provided with a rubber seat (18), and the rubber seat (18) is in contact with the adjustment plate (22).

10. A scaffolding erection method for container ship column construction according to any one of claims 1 to 9, characterized in that: The following steps are involved: Install and weld container feet on the top plate of the box column, change the scaffolding eye plate to angle steel, weld the angle steel panel on both sides of the bow and stern of the box column, connect the angle steel web plate to the scaffolding horse, and the scaffolding can be used normally. When cutting and grinding the angle steel, personnel can construct within the deck railing. The welding edges of the scaffolding horse and the scaffolding eye plate are on different sides, which means that the scaffolding eye plate needs to be rotated 90 degrees.

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