Portable floating bollard inner groove supporting system

Abstract

The invention provides a conveniently-moved floating bollard inner groove supporting system, which belongs to the technical field of water transportation engineering and comprises steel plates arranged in pairs, supporting frames are arranged on the inner sides of the steel plates, the steel plates and the supporting frames are fixedly connected through channel steel, connecting blocks are fixedly connected between the steel plates and the supporting frames, and the connecting blocks are fixedly connected with the steel plates. The pair of connecting blocks is hinged through a hinge, the steel plate is fixedly connected with the supporting frame through a first screw rod, and the supporting frame is fixedly connected with a supporting block. The floating bollard supporting system solves the problems that an existing floating bollard supporting system cannot support an inner groove of a floating bollard in the stage of pouring concrete for embedding the floating bollard, the mounting efficiency of the supporting system is reduced, the pouring concrete is likely to push a floating bollard embedded part to the inner side, and the service life of the floating bollard embedded part is shortened. And the installation quality of the floating bollard is reduced.

Description

Technical field:

[0001] The invention belongs to the technical field of water transport engineering, and in particular relates to a portable floating bollard inner groove support system. Background technology:

[0002] A mooring bollard is a facility installed on the top of a dock for mooring ships. It is generally made of metal and is named for its columnar shape. It is mainly used to help ships dock at the shore and then connect to the land.

[0003] The existing floating mooring column support system is unable to support the inner groove of the floating mooring column during the stage of pouring concrete for pre-embedded floating mooring columns, which reduces the installation efficiency of the support system and easily causes the poured concrete to push the embedded parts of the floating mooring column inward, reducing the installation quality of the floating mooring column. Summary of the invention:

[0004] The present invention provides a portable floating mooring column inner groove support system, which aims to solve the problem that the existing floating mooring column support system cannot support the inner groove of the floating mooring column during the stage of pouring concrete for pre-embedded floating mooring columns, thereby reducing the installation efficiency of the support system and easily causing the pouring of concrete to push the embedded parts of the floating mooring column inward, thereby reducing the installation quality of the floating mooring column.

[0005] An embodiment of the present invention provides a portable floating mooring column inner groove support system, comprising steel plates arranged in pairs, a support frame is installed on the inner side of the steel plate, the steel plate and the support frame are fixedly connected via channel steel, a connecting block is fixedly connected between the steel plate and the support frame, a pair of the connecting blocks are hinged via hinges, the steel plate and the support frame are fixedly connected via screw one, a support block is fixedly connected to the support frame, a reinforcement block is fixedly connected between the support block and the support frame, a linkage unit is installed on the steel plate, a screw two is installed between the pair of support blocks, an adjusting block is threaded on the screw two, a clamping block is fixedly connected to the upper outer wall of the steel plate, and the support block, the support frame and the steel plate are fixedly connected via screw three.

[0006] A bayonet is reserved on the block, and a lock is fixedly connected to the bayonet via bolts so that the lock can be disassembled and used according to actual circumstances.

[0007] The linkage unit includes wheel one, a connecting rod is installed on the wheel one, the linkage unit is installed on the support frame via the connecting rod, a through opening is reserved on the steel plate, the through opening corresponds to the linkage unit, a linkage block is installed on one side of the wheel one, and the linkage block is beyond the front wall of the wheel one which is far away from the wheel one.

[0008] The end of the linkage block closer to the inner wall of the floating mooring column is beyond the rotating lever of the wheel.

[0009] The linkage block is rotatably arranged via a linkage roller, in which a spiral beryllium copper wire is arranged. The spiral beryllium copper wire has the property of storing and releasing torsional energy.

[0010] A plurality of wheels three are arranged on the front wall of the linkage block which is far from the linkage roller, and a wheel two is arranged on the top of the linkage block.

[0011] The linkage roller is arranged on the wheel one, and an opening is reserved on one side wall of the linkage block, and the opening is matched with the bearing block arranged on the wheel one.

[0012] The distance between the end of the linkage block closer to the inner wall of the floating bollard and the linkage roller is smaller than the longest chord of the wheel one passing through the center of the circle, and is larger than the length of the line segment from the center of the circle to the circumference on the wheel one.

[0013] The beneficial effects of the present invention are:

[0014] 1. In the stage of pouring concrete for pre-embedded floating mooring column of the present invention, the pouring concrete will push the floating mooring column inward, reducing the installation quality of the floating mooring column. Through the installation of the inner groove support system, the inner groove support system is moved from top to bottom to the inside of the floating mooring column by a hoist, which is beneficial to the inner support of the floating mooring column during pouring, and prevents the pouring concrete from pushing the floating mooring column inward. The installation of the lock is beneficial to prevent the inner groove support system from falling. By adjusting the spacing of the adjustment blocks, it is convenient to adjust the expansion scale of the inner groove support system, so that the inner groove support system is adapted to the floating mooring column according to the inner groove condition of the floating mooring column on site, thereby enhancing the inner groove support efficiency. After the concrete is poured in the later stage, the inner groove support system is lifted up from bottom to top by a hoist, and the portability of the inner groove support system is enhanced through the installation of the linkage unit.

[0015] 2. The present invention reserves wheel grooves on both sides of the embedded parts of the floating mooring column, which is beneficial for the sliding of the wheel 1 inside. When the inner groove support system is taken out from the floating mooring column from bottom to top by a hoisting machine, the inner groove support system will shake. When the wall surface of the wheel groove is uneven, when the wheel 1 hits the uneven protrusion in the embedded part of the floating mooring column when rising, the top of the uneven protrusion passes through the front wall of the linkage block, so that the interference force of the uneven protrusion on the wheel 1 is converted from longitudinal to oblique, so that the wheel 1 can smoothly pass over the uneven protrusion. After the embedded concrete of the floating mooring column is poured, it is beneficial for the smooth transfer and removal of the inner groove support system.

[0016] 3. In the stage when the wheel 1 passes over the uneven protrusion, the wheel 1 moves toward the end farther from the protrusion, and the linkage block moves toward the end closer to the protrusion, which is beneficial to convert the interference force of the uneven protrusion on the wheel 1, so that the wheel 1 can pass over the uneven protrusion smoothly, and after the pre-embedded concrete of the floating mooring column is poured, it is beneficial to smoothly transfer and remove the inner groove support system.

[0017] 4. When the inner groove support system of the present invention rises, at the stage when wheel one passes over the uneven protrusion, wheel one will move toward the end farther from the protrusion, and the linkage block will rotate toward the end closer to the protrusion, so that the distance between wheel one and the uneven protrusion becomes larger, which is beneficial to convert the direction of the interference force of the uneven protrusion on wheel one. After wheel one smoothly passes over the uneven protrusion, the linkage block is rotated back to its original state through the installation of the spiral beryllium copper wire.

[0018] Other features and advantages of the present invention will be described in the following description, and partly become apparent from the description, or understood by practicing the present invention. The purpose and other advantages of the present invention can be realized and obtained by the structures particularly pointed out in the description and the drawings. Description of the drawings:

[0019] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0020] Figure 1 It is the main structural diagram of the present invention;

[0021] Figure 2 is a structural diagram of the padlock of the present invention;

[0022] Figure 3 It is a front cross-sectional structural diagram of the present invention;

[0023] Figure 4 The structure of the linkage unit in the present invention is Figure 1 ;

[0024] Figure 5 The structure of the linkage unit in the present invention is Figure 2 ;

[0025] Figure 6 The structure of the linkage unit in the present invention is Figure 3 ;

[0026] Figure 7 The structure of the linkage unit in the present invention is Figure 4 .

[0027] Figure numerals: 1, steel plate; 2, support frame; 3, channel steel; 4, connecting block; 5, hinge; 6, screw rod one; 7, support block; 8, reinforcement block; 9, linkage unit; 10, screw rod two; 11, adjustment block; 12, clamping block; 13, bayonet; 14, lock; 15, screw rod three; 9, linkage unit; 922, wheel one; 923, bearing block; 924, connecting rod; 932, linkage block; 933, linkage roller; 934, wheel two; 935, wheel three; 936, opening. Specific implementation method:

[0028] In order to make the purpose, technical solution and advantages of the technical solution of the present invention clearer, the technical solution of the embodiment of the present invention will be clearly and completely described in conjunction with the drawings of specific embodiments of the present invention. The same figure marks in the drawings represent the same parts. It should be noted that the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the described 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.

[0029] Reference Figure 1-Figure 7 The embodiment of the present invention proposes a portable floating bollard inner groove support system, comprising a pair of steel plates 1, a support frame 2 is installed on the inner side of the steel plate 1, the steel plate 1 and the support frame 2 are fixedly connected via a channel steel 3, a connecting block 4 is fixedly connected between the steel plate 1 and the support frame 2, a pair of connecting blocks 4 are hinged via a hinge 5, the steel plate 1 and the support frame 2 are fixedly connected via a screw rod 1 6, a support block 7 is fixedly connected to the support frame 2, a reinforcement block 8 is fixedly connected between the support block 7 and the support frame 2, a linkage unit 9 is installed on the steel plate 1, a screw rod 2 10 is installed between the pair of support blocks 7, an adjusting block 11 is threaded on the screw rod 2 10, a clamping block 12 is fixedly connected to the upper outer wall of the steel plate 1, and the support block 7, the support frame 2 and the steel plate 1 are fixedly connected via a screw rod 3 15.

[0030] A slot 13 is reserved on the block 12, and a lock 14 is fixedly connected to the slot 13 by bolts, so that the lock 14 can be disassembled and used according to actual conditions. In the stage of pouring concrete for pre-embedded floating mooring column, pouring concrete will push the floating mooring column inward, reducing the installation quality of the floating mooring column. Wheel grooves are reserved on both sides of the embedded parts of the floating mooring column, which is beneficial for the sliding of the wheel one inside. In the stage of taking the inner groove support system out of the floating mooring column from bottom to top by a crane, the inner groove support system will produce shaking. When encountering unevenness on the wall of the wheel groove, when the wheel one hits the uneven protrusion in the embedded part of the floating mooring column when rising, the top of the uneven protrusion passes through the front wall of the linkage block, so that the interference force of the uneven protrusion on the wheel one is converted from longitudinal to oblique, so that the wheel one can smoothly pass over the uneven protrusion After the pre-embedded concrete of the floating mooring column is poured, the inner groove support system is smoothly transferred and taken out. Through the installation of the inner groove support system, the inner groove support system is moved from top to bottom to the inside of the floating mooring column by a hoist, which is beneficial to the inner support of the floating mooring column during pouring, and prevents the floating mooring column from being pushed inward by the poured concrete. The installation of the lock 14 is beneficial to prevent the inner groove support system from falling. By adjusting the spacing of the adjustment blocks 11, it is convenient to adjust the expansion scale of the inner groove support system, so that the inner groove support system is adapted to the floating mooring column according to the inner groove condition of the floating mooring column on site, thereby enhancing the inner groove support efficiency. After the concrete is poured in the later stage, the inner groove support system is lifted out from bottom to top by a hoist, and the portability of the inner groove support system is enhanced through the installation of the linkage unit 9.

[0031] The linkage unit 9 includes a wheel 922, a bearing block 923 is mounted on the wheel 922, a connecting rod 924 is mounted on the bearing block 923, a linkage block 932 is mounted on one side of the wheel 922, and the linkage block 932 is located beyond the wheel 922 at a front wall far from the wheel 922.

[0032] Wheel grooves are reserved on both sides of the embedded parts of the floating mooring column to facilitate the sliding of the wheel 1 inside. When the inner groove support system is removed from the floating mooring column from bottom to top by a crane, the inner groove support system will shake. When encountering unevenness on the wall of the wheel groove, the wheel 1 will hit the uneven protrusion in the embedded part of the floating mooring column when rising. The top of the uneven protrusion passes through the front wall of the linkage block, so that the interference force of the uneven protrusion on the wheel 1 is converted from longitudinal to oblique, so that the wheel 1 can smoothly pass over the uneven protrusion. After the embedded concrete of the floating mooring column is poured, the inner groove support system is smoothly transferred and removed.

[0033] The end of the linkage block 932 closer to the inner wall of the floating bollard extends beyond the rotating lever of the wheel 922, which helps to reduce the hindrance of the uneven protrusion to the rising of the wheel 922.

[0034] The linkage block 932 is rotatably installed via the linkage roller 933, in which a spiral beryllium copper wire is installed. The spiral beryllium copper wire has the property of storing and releasing torsional energy. When the wheel 922 passes over an uneven protrusion, the wheel 922 will move toward the end farther from the protrusion, and the linkage block 932 will move toward the end closer to the protrusion, which is beneficial to convert the direction of the interference force of the uneven protrusion on the wheel 922, so that the wheel 922 can smoothly pass over the uneven protrusion. After the embedded concrete of the floating mooring column is poured, it is beneficial to the smooth transfer and removal of the inner groove support system.

[0035] The front wall of the linkage block 932, which is farther from the linkage roller 933, is provided with a plurality of wheels 935.

[0036] A second wheel 934 is installed on the top of the linkage block 932, and the installation of the second wheel 934 helps to alleviate the impact force between the linkage unit 9 and the uneven protrusion.

[0037] The linkage roller 933 is mounted on the wheel 1 922 , and an opening 936 is reserved on one side wall of the linkage block 932 , and the opening 936 is matched with the bearing block 923 mounted on the wheel 1 922 .

[0038] The distance between the end of the linkage block 932 closer to the inner wall of the floating bollard and the linkage roller 933 is smaller than the longest chord of the wheel 922 passing through the center of the circle, and is larger than the length of the line segment from the center of the circle to the circumference of the wheel 922, which helps prevent the rotation of the linkage block 932 from interfering with the rise of the wheel 922.

[0039] The linkage unit 9 is installed on the support frame 2 via the connecting rod 924, and a through hole is reserved on the steel plate 1, which corresponds to the linkage unit 9. When the inner groove support system rises, when the wheel 1 922 passes over the uneven protrusion, the wheel 1 922 will move toward the end farther from the protrusion, and the linkage block 932 will rotate toward the end closer to the protrusion, so that the distance between the wheel 1 922 and the uneven protrusion becomes larger, which is beneficial to convert the direction of the interference force of the uneven protrusion on the wheel 1 922. After the wheel 1 922 smoothly passes over the uneven protrusion, the spiral beryllium copper wire is installed to make the linkage block 932 rotate back to its original state.

[0040] The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments. The above embodiments and descriptions are only for explaining the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention to be protected. The scope of protection of the present invention is defined by the attached claims and their equivalents.

Claims

1. A portable floating bollard inner groove support system, comprising steel plates (1) arranged in pairs, characterized in that: A support frame (2) is installed on the inner side of the steel plate (1), the steel plate (1) and the support frame (2) are fixedly connected via a channel steel (3), a connecting block (4) is fixedly connected between the steel plate (1) and the support frame (2), a pair of the connecting blocks (4) are hinged via a hinge (5), the steel plate (1) and the support frame (2) are fixedly connected via a screw rod (6), a support block (7) is fixedly connected to the support frame (2), and the support A reinforcing block (8) is fixedly connected between the block (7) and the support frame (2), a linkage unit (9) is installed on the steel plate (1), a screw rod 2 (10) is installed between a pair of the support blocks (7), the screw rod 2 (10) is threadedly connected to the adjusting block (11), the upper outer wall of the steel plate (1) is fixedly connected to the clamping block (12), and the support block (7), the support frame (2) and the steel plate (1) are fixedly connected via a screw rod 3 (15).

2. A portable floating bollard inner groove support system according to claim (1), characterized in that: A bayonet (13) is reserved on the clamping block (12), and a clamping lock (14) is fixedly connected to the bayonet (13) via bolts.

3. The portable floating bollard inner groove support system according to claim 1, characterized in that: The linkage unit (9) comprises a wheel (922), a connecting rod (924) is arranged on the wheel (922), the linkage unit (9) is arranged on the support frame (2) via the connecting rod (924), a through opening is reserved on the steel plate (1), the through opening corresponds to the linkage unit (9), a linkage block (932) is arranged on one side of the wheel (922), and the linkage block (932) is located at a front wall farther from the wheel (922) and exceeds the wheel (922).

4. A portable floating bollard inner groove support system according to claim 3, characterized in that: The end of the linkage block (932) closer to the inner wall of the floating bollard extends beyond the rotating lever of the wheel (922).

5. The portable floating bollard inner groove support system according to claim 4, characterized in that: The linkage block (932) is rotatably arranged via a linkage roller (933), and a spiral beryllium copper wire is arranged in the linkage roller (933). The spiral beryllium copper wire has the property of being able to store and release torsional energy.

6. A portable floating bollard inner groove support system according to claim 5, characterized in that: A plurality of wheels (935) are arranged on the front wall of the linkage block (932) which is far from the linkage roller (933), and a second wheel (934) is arranged on the top of the linkage block (932).

7. A portable floating bollard inner groove support system according to claim 6, characterized in that: The linkage roller (933) is mounted on the wheel one (922), and an opening (936) is reserved on one side wall of the linkage block (932), and the opening (936) is adapted to the bearing block (923) mounted on the wheel one (922).

8. The portable floating bollard inner groove support system according to claim 7, characterized in that: The distance between the end of the linkage block (932) closer to the inner wall of the floating bollard and the linkage roller (933) is smaller than the longest chord of the wheel (922) passing through the center of the circle, and is larger than the length of the line segment from the center of the circle to the circumference of the wheel (922).

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