Floating wharf mooring mode arrangement form

Abstract

The utility model provides a floating wharf mooring mode arrangement form, and mainly relates to the field of floating wharf mooring equipment. A mooring arrangement mode of a floating wharf comprises a cast-in-place pile and a wharf boat. The floating wharf has the advantages that the plurality of cast-in-place piles are arranged in water, the wharf boats connected end to end are arranged on the two sides of the cast-in-place piles to serve as the floating wharf, and the connecting plates connected with one another are arranged between the wharf boats on the two sides and arranged around the cast-in-place piles in a sleeving mode to fix the positions of the wharf boats. Furthermore, a plurality of movable polygonal rubber rollers are arranged at the contact positions of the connecting plate and the cast-in-place pile, and spring devices are arranged at the rear parts of the rollers, so that the polygonal rubber rollers can be propped against the peripheral surface of the cast-in-place pile through elastic force, and the connecting plate can be temporarily fixed at a certain height around the cast-in-place pile; the wharf boats on the two sides are prevented from being unstable due to stirring of the water surface, and when the water level is obviously increased or decreased, the wharf boats can ascend or descend due to buoyancy to drive the connecting plate to ascend or descend.

Description

TECHNICAL FIELD

[0001] The utility model mainly relates to the floating pier mooring equipment field, concretely is a kind of floating pier mooring mode arrangement form. BACKGROUND

[0002] Floating pier is usually composed of four parts, namely, pontoon, anchor system of pontoon, supporting facilities and approach bridge and revetment. Floating pier has the advantages of simple structure, easy control of main body quality, easy layout and removal, good adaptability to water level change and low cost, and is widely used in inland rivers and coastal areas of East China Sea with large tidal range and good wind and wave protection conditions.

[0003] In the design of floating pier, the planar arrangement scheme of pontoon and the selection and calculation of mooring facilities are important. The main fixing methods of pontoon of floating pier include chain type, anchor type, strut type and mixed type of anchor and strut. The chain type and strut type have the advantages of small displacement of pontoon, stable mooring of ship, convenient management when water level changes, etc. They are suitable for areas with small water level amplitude, small flow rate and affected by tide. The anchor type is widely used in riverbank areas with large water level amplitude and large flow rate. The mixed type of strut and anchor chain is suitable for areas with large wind and flow rate. With the increasing size of ships, the impact force and mooring force borne by the pontoon increase accordingly, and it is more and more difficult for the anchor chain mooring method to meet the displacement requirements of the pontoon. In water areas with large water level change, the position of the pontoon changes greatly, and the anchor chain needs to be frequently retracted and extended with the change of water level, which is complicated to use and occupies a large range of water area. Therefore, it is very important to explore a new pontoon mooring method. CONTENT OF THE UTILITY MODEL

[0004] To solve the problems of the prior art, the utility model provides a floating pier mooring mode arrangement form, and the main effect is that a plurality of cast-in-place piles are arranged in water, a plurality of pontoon connected at the head and tail are arranged on both sides of the cast-in-place piles, a connecting plate connected with each other is arranged between the two pontoon, and the connecting plate is sleeved around the cast-in-place piles to fix the position of the pontoon. Further, a plurality of movable polygonal rubber rollers are arranged at the position where the connecting plate contacts the cast-in-place pile, a spring device is arranged at the rear of the roller, the polygonal rubber roller can abut against the surface around the cast-in-place pile through the elastic force, the connecting plate can be temporarily fixed at a certain height around the cast-in-place pile, the two pontoon are prevented from being unstable due to the disturbance of water surface, when the water level rises or falls obviously, the pontoon rises or falls due to buoyancy, the connecting plate is lifted, the polygonal rubber roller can rotate around the cast-in-place pile through the movable structure and spring, the two pontoon can be moved to the same height as the water level, and the spring pushes each roller to abut against the cast-in-place pile around, so that the pontoon can rise and fall with the water level and be stably fixed at a certain height. To achieve the above purpose, the following technical solutions are used:

[0005] The application discloses a floating wharf mooring mode arrangement form, which comprises cast-in-place piles and a pontoon, a plurality of cast-in-place piles are vertically fixed in water at equal distances in a straight line, two cast-in-place piles form a group, and the pontoon is arranged on the two sides of each group of cast-in-place piles.

[0006] Further, the pontoon is fixed with a connecting plate at a position corresponding to the cast-in-place pile on one side of the cast-in-place pile, the connecting plate is divided into two groups in an up-down mode, a cast-in-place pile groove is formed in the outer side of the connecting plate, installation grooves are formed at two corners of the cast-in-place pile groove, bolt plates are fixed on the outer side of the connecting plate at two ends in an up-down mode, the bolt plates on the two sides of the connecting plate are correspondingly attached to the bolt plates in the connecting plate and are internally provided with bolts, and the cast-in-place pile groove is sleeved on the outer periphery of the cast-in-place pile.

[0007] Further, the installation grooves are provided with moving grooves at two sides, the moving grooves are internally provided with polygonal roller columns which are slidingly connected to the moving grooves, limit discs one are fixedly sleeved on the two sides of the polygonal roller columns and slidingly connected to the two sides of the installation grooves, polygonal rubber rollers one are fixedly sleeved on the two sides of the polygonal roller columns, and polygonal rubber rollers two are sleeved on the polygonal roller columns.

[0008] Further, a plurality of bolt holes one are fixedly arranged in the installation grooves and at two sides, a spring rod supporting plate is fixedly arranged in the installation grooves and is attached to the inner wall of the installation grooves, through holes matched with the bolt holes one are fixedly arranged on the rear part and the two side surfaces of the spring rod supporting plate, screws are arranged in the through holes and are threadedly matched with the bolt holes one, spring rods are fixedly arranged on the front part of the spring rod supporting plate at two sides, limit discs two are fixedly arranged on the end parts of the spring rods, springs are sleeved on the outer periphery of the lower parts of the spring rods, abutting plates are sleeved on the front parts of the spring rods at two sides, the abutting plates are abutted against the polygonal rubber rollers one at two sides, bosses are fixedly arranged on the front side middle parts of the abutting plates, and the bosses are abutted against the polygonal rubber rollers two.

[0009] Further, connecting pile columns are fixedly arranged on the lower parts of the pontoon at two sides, and connecting blocks are arranged on the lower parts of the pontoon on one side and are rotationally sleeved on the connecting pile columns arranged on the lower parts of the pontoon at two groups.

[0010] Further, pile caps are fixedly arranged on the top parts of the cast-in-place piles.

[0011] Further, a steel trestle is fixedly connected on one side of the pontoon.

[0012] Compared with the prior art, the application has the following beneficial effects:

[0013] 1. By setting several cast-in-place piles in water, setting several head-to-tail connected rafts on both sides of the cast-in-place piles, and setting the connecting plates connected with each other between the two side rafts, the position of the raft is fixed by sleeving the connecting plates around the cast-in-place piles, further setting several movable polygonal rubber rollers at the position where the connecting plate contacts with the cast-in-place pile, and setting spring devices at the rear of the rollers, so that each polygonal rubber roller can abut against the surface around the cast-in-place pile through elastic force, and the connecting plate can be temporarily fixed at a certain height around the cast-in-place pile, preventing the two side rafts from being unstable due to water surface disturbance, when the water level is obviously raised or lowered, the raft rises or falls due to buoyancy, and the connecting plate is driven to rise and fall, and the polygonal rubber roller can rotate around the cast-in-place pile through the movable structure and spring compression, and the two side rafts can be moved to the same height as the water level, and further pushed by the spring to abut each roller against the cast-in-place pile, so that the raft can rise and fall with the water level and be stably fixed at a certain height, improving the stability of the raft during use and improving the safety of the floating pier.

[0014] 2. Through modular design, the device can be quickly disassembled and installed, thereby greatly improving the flexibility of device installation, reducing the time required for installation and disassembly, and improving the flexibility of arrangement, and the modular design can ensure that the floating pier is put into use in the shortest time, and if the water level is too high or extreme weather conditions occur, the device can be quickly disassembled to prevent damage. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 is a structural schematic diagram of the utility model;

[0016] Figure 2 is a structural schematic diagram of the utility model;

[0017] Figure 3 is a connecting plate structure schematic diagram of the utility model;

[0018] Figure 4 is a connecting plate structure schematic diagram of the utility model;

[0019] Figure 5 is a polygonal roller structure schematic diagram of the utility model;

[0020] Figure 6 is a spring rod support plate structure schematic diagram of the utility model.

[0021] The reference signs shown in the drawings: 1, cast-in-place pile; 2, pontoon; 3, connecting plate; 4, cast-in-place pile groove; 5, mounting groove; 6, bolt plate; 7, bolt; 8, moving groove; 9, polygonal roller column; 10, limiting disc I; 11, polygonal rubber roller I; 12, polygonal rubber roller II; 13, bolt hole I; 14, spring rod support plate; 15, through hole; 16, screw; 17, spring rod; 18, limiting disc II; 19, spring; 20, abutting plate; 21, boss; 22, connecting pile; 23, connecting block; 24, pile cap; 25, steel trestle. DETAILED DESCRIPTION

[0022] The utility model will be further explained in connection with the drawings and specific embodiments. It should be understood that these embodiments are only used for explaining the utility model and are not used for limiting the scope of the utility model. In addition, it should be understood that after reading the content taught by the utility model, those skilled in the art can make various changes or modifications to the utility model, and these equivalent forms also fall within the scope defined by the present application.

[0023] Embodiment: A floating pier mooring mode arrangement form

[0024] As Figures 1-6 shown, a floating pier mooring mode arrangement form, the specific structure includes:

[0025] A floating pier mooring mode arrangement form, including cast-in-place pile 1, pontoon 2, a plurality of cast-in-place piles 1 are vertically fixed in water at equal distances in a straight line, two cast-in-place piles 1 are a group, the two sides of each group of cast-in-place piles 1 are provided with the pontoon 2, the pontoon 2 is used as a floating pier, is used for loading and unloading goods or for people to go up and down, the cast-in-place pile 1 is used to make the pontoon 2 can be moored around it and then float on the water surface on the shore as a floating pier.

[0026] The pontoon 2 is fixed with the connecting plate 3 at the corresponding position on the side close to the cast-in-place pile 1, the connecting plate 3 is two groups of upper and lower, the connecting plate 3 is provided with the cast-in-place pile groove 4 on the outer side, so that the connecting plate 3 can be sleeved around the cast-in-place pile 1, the cast-in-place pile groove 4 is provided with the mounting groove 5 at two corners, the outer side of the connecting plate 3 is fixed with the bolt plate 6 on the upper and lower sides, the bolt plate 6 is correspondingly attached on the connecting plate 3 on the two sides and is provided with the bolt 7 inside, the connecting plate 3 provided with the bolt 7 on the two sides of the pontoon 2 is connected, the cast-in-place pile groove 4 is sleeved on the outer periphery of the cast-in-place pile 1, so that the connecting plate 3 is sleeved on the outer periphery of the cast-in-place pile 1, so that the pontoon 2 on the two sides can be moored around the cast-in-place pile 1.

[0027] The moving groove 8 is internally provided with a polygonal roller column 9 in sliding connection with it, and the polygonal roller column 9 is fixedly sleeved with a limiting disc I 10 on both sides and in sliding connection with the two sides of the installation groove 5. The limiting disc I 10 enables the polygonal roller column 9 to be limited and slide in the two moving grooves 8 on both sides. The polygonal roller column 9 is fixedly sleeved with a polygonal rubber roller I 11 on both sides, and the polygonal roller column 9 is sleeved with a polygonal rubber roller II 12 in the middle. The polygonal rubber roller I 11 is larger, and the polygonal rubber roller II 12 is smaller. This arrangement enables each polygonal rubber roller I 11 and the polygonal rubber roller II 12 to be attached to the surrounding of the bored pile 1. Further, by making each polygonal roller be of rubber material, the friction between the polygonal roller and the surface of the bored pile 1 is increased. Further, by making the roller be polygonal, the roller can be attached to one side of the surface of the bored pile 1, thereby preventing the roller from rotating frequently.

[0028] The installation groove 5 is internally and on both sides fixedly provided with a plurality of bolt holes I 13. The installation groove 5 is internally fixedly provided with a spring rod support plate 14 attached to the inner wall. The spring rod support plate 14 is fixedly provided with the through holes 15 on the rear and both sides of the surface in cooperation with the bolt holes I 13. Each through hole 15 is internally provided with a screw 16 in threaded cooperation with the bolt hole I 13. The spring rod support plate 14 is fixed in the installation groove 5 by the screw 16. The spring rod support plate 14 is fixedly provided with spring rods 17 on both sides of the front. The spring rod 17 is fixedly provided with a limiting disc II 18 at the end, for preventing the components sleeved on the spring rod 17 from falling off. The spring rod 17 is sleeved with a spring 19 at the lower part of the outer periphery. The spring rod 17 is sleeved with a resisting plate 20 on both sides of the front. The resisting plate 20 is in abutment with the polygonal rubber roller I 11 on both sides. The resisting plate 20 is fixedly provided with a boss 21 in the middle of the front side. The boss 21 is in abutment with the polygonal rubber roller II 12. The spring 19 pushes the resisting plate 20 and the boss 21, thereby pushing the polygonal rubber roller I 11 and the polygonal rubber roller II 12 to abut against the bored pile 1, to improve the connecting force between the connecting plate 3 and the bored pile 1.

[0029] The pontoon 2 is fixedly provided with connecting pile columns 22 on both sides of the lower part. The lower part of the corresponding side pontoon 2 is provided with a connecting block 23 in rotating sleeving connection with the two groups of connecting pile columns 22 provided on the lower part of the pontoon 2. The corresponding side pontoon 2 is connected head to tail by the connecting block 23. Further, each connecting pile column 22 and the connecting block 23 are in rotating connection, so that each pontoon 2 can move to a certain extent with the water surface.

[0030] The bored pile 1 is fixedly provided with a pile cap 24 at the top, for preventing the pontoon 2 from being separated from the bored pile 1 due to the water level being too high.

[0031] The steel trestle 25 is fixedly connected to one side of the pontoon 2, and is used for connecting the shore and the pontoon 2, so that the pontoon 2 is used as a floating pier.

[0032] Working principle:

[0033] In use, the pontoon 2 is arranged in water at equal distances from the two sides of the cast-in-place pile 1, and is connected through the connecting blocks 23, further, the connecting plates 3 which can be connected to each other and are sleeved on the outer periphery of the cast-in-place pile 1 are arranged in the middle of the two pontoon 2, further, a plurality of polygonal roller columns 9 which can be close to the cast-in-place pile 1 and can rotate are fixedly arranged around the connecting position of the connecting plate 3 and the cast-in-place pile 1, further, the polygonal rubber roller one 11 and the polygonal rubber roller two 12 are sleeved on the polygonal roller column 9, the abutting plate 20 and the boss 21 arranged in front are pushed through the spring 19, then the polygonal rubber roller one 11 and the polygonal rubber roller two 12 abut against the cast-in-place pile 1, one surface of the polygonal rubber roller one 11 and the polygonal rubber roller two 12 can be fixedly attached to the outer periphery of the cast-in-place pile 1 through the elastic force of the spring 19, then each connecting plate 3 can be fixed around the cast-in-place pile 1, so that the two pontoon 2 cannot shake due to unstable water surface, when the water surface rises or falls, the pontoon 2 rises or falls with the water surface, at this time, the polygonal rubber roller one 11 and the polygonal rubber roller two 12 can rotate, then the spring 19 is compressed by pushing the abutting plate 20, when the pontoon 2 stops rising and falling, the spring 19 continues to abut and fix the polygonal rubber roller one 11 and the polygonal rubber roller two 12 against the cast-in-place pile 1, then the device is stably arranged at the water level, through this kind of retaining mode, the pontoon 2 can be stably arranged at a certain water level and can rise and fall with the change of the water level.

[0034] In the interpretation of the utility model, it needs to be explained that the terms of indicating the direction are only used for convenient description and understanding, and are not the unique limitation of the installation position of the specific technical features, and other installation modes which can be realized are not excluded.

[0035] Finally, it should be pointed out that: the above embodiments are only used to illustrate the technical scheme of the utility model, and are not limited thereto; although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: the technical scheme recorded in the foregoing embodiments can still be modified, or some technical features can be replaced equivalently; and these modifications or replacements do not make the essence of the corresponding technical scheme deviate from the spirit and scope of the technical scheme of the embodiments of the utility model.

Claims

1. A floating dock mooring arrangement, comprising cast-in-place piles (1) and a pontoon (2), characterized in that: Several of the cast-in-place piles (1) are vertically fixed in the water at equal intervals in a straight line. Two of the cast-in-place piles (1) form a group, and each group of cast-in-place piles (1) is provided with a barge (2) on both sides.

2. The arrangement of a floating dock mooring method according to claim 1, characterized in that: The pontoon (2) is fixed with a connecting plate (3) on the side of the grouting pile (1) corresponding to the grouting pile (1). The connecting plate (3) consists of two sets, upper and lower. A grouting pile groove (4) is opened on the outer side of the connecting plate (3). An installation groove (5) is opened at the two corners of the grouting pile groove (4). Bolt plates (6) are fixed on the upper and lower sides of the outer ends of the connecting plate (3). Bolts (7) are provided on both sides corresponding to the bolt plates (6) on the connecting plate (3) and attached to the inside. The grouting pile groove (4) is sleeved on the outer periphery of the grouting pile (1).

3. The arrangement of a floating dock mooring method according to claim 2, characterized in that: The mounting groove (5) has movable grooves (8) on both sides. The movable groove (8) has a polygonal roller column (9) inside which it is slidably connected. The polygonal roller column (9) has a limiting plate (10) fixedly sleeved on both sides and slidably connected to the mounting groove (5). The polygonal roller column (9) has a polygonal rubber roller (11) fixedly sleeved on both sides. The polygonal roller column (9) has a polygonal rubber roller (12) sleeved in the middle.

4. The arrangement of a floating dock mooring method according to claim 3, characterized in that: The mounting groove (5) is provided with a number of bolt holes (13) inside and on both sides. The mounting groove (5) is provided with a spring rod support plate (14) that fits against its inner wall. The rear part and the two sides of the spring rod support plate (14) are provided with through holes (15) that cooperate with the bolt holes (13). Each through hole (15) is provided with a screw (16) that is threaded into the bolt hole (13). The front two sides of the spring rod support plate (14) are provided with spring rods (17). The ends of the spring rods (17) are provided with limiting discs (18). The lower outer periphery of the spring rods (17) is fitted with springs (19). The front parts of the two spring rods (17) are fitted with abutment plates (20). The two sides of the abutment plates (20) abut against the two polygonal rubber rollers (11). The front middle of the abutment plates (20) is provided with a boss (21). The boss (21) abuts against the polygonal rubber rollers (12).

5. The arrangement of a floating dock mooring method according to claim 1, characterized in that: The lower sides of the pontoon (2) are fixedly provided with connecting piles (22), and the lower part of the corresponding side of the pontoon (2) is provided with a connecting block (23) which rotates and connects with the connecting piles (22) provided on the lower parts of the two sets of pontoons (2).

6. The arrangement of a floating dock mooring method according to claim 1, characterized in that: The top of the cast-in-place pile (1) is fixedly provided with a pile cap (24).

7. The arrangement of a floating dock mooring method according to claim 1, characterized in that: A steel trestle bridge (25) is fixedly connected to one side of the barge (2).

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