CN219450593U

CN219450593U - Assembled wharf

Info

Publication number: CN219450593U
Application number: CN202320813624.XU
Authority: CN
Inventors: 张宏利
Original assignee: Cccc First Navigation Bureau Southwest Engineering Co ltd; CCCC First Harbor Engineering Co Ltd
Current assignee: Cccc First Navigation Bureau Southwest Engineering Co ltd; CCCC First Harbor Engineering Co Ltd
Priority date: 2023-04-13
Filing date: 2023-04-13
Publication date: 2023-08-01
Anticipated expiration: 2033-04-13

Abstract

The utility model discloses an assembled wharf, which comprises a plurality of foundation piles, wherein the bottoms of the foundation piles extend into the ground, supporting plates are fixedly connected to the tops of the foundation piles respectively, supporting modules are installed in the foundation piles, the supporting modules are attached to the inner walls of the foundation piles, a plurality of first cross beams are fixedly connected to the top surfaces of two adjacent supporting plates, a plurality of longitudinal beams are vertically and alternately fixedly connected to the top surfaces of the first cross beams, a plurality of second cross beams are fixedly connected to the top surfaces of the longitudinal beams, a panel is fixedly connected to the top surfaces of the second cross beams, a plurality of mooring posts are fixedly connected to one side of the panel close to the water surface at equal intervals, and the mooring posts are detachably connected with a ship through ropes. The utility model is economical and practical, convenient to install and transport, greatly improves the construction speed, and has strong longitudinal bearing capacity, high safety degree and long service life after being installed.

Description

Assembled wharf

Technical Field

The utility model belongs to the technical field of ports and wharfs, and particularly relates to an assembled wharf.

Background

The wharf is a hydraulic building for ship berthing, loading and unloading goods and boarding and disembarking passengers. The vertical wharf is widely adopted, so that the ship is convenient to dock and the machine is convenient to directly start to the front edge of the wharf, and the loading and unloading efficiency is improved. The structure forms of the pile type pile foundation are gravity type pile foundation, high pile type pile foundation and sheet pile type pile foundation. Is mainly determined according to comprehensive consideration of the use requirement, the natural condition and the construction condition.

The prior art discloses an assembled steel structure wharf, the publication number is (CN 217758554U), the assembled steel structure wharf comprises a pile foundation, a wharf platform, an anti-collision device and a mooring device, the wharf platform is arranged on the pile foundation and comprises a transverse beam system, a longitudinal beam system and a bridge deck system, the transverse beam system is arranged and fixedly arranged along the length direction of the wharf platform, the longitudinal beam system is arranged and arranged on the transverse beam system along the width direction of the wharf platform, and the bridge deck system is arranged on the longitudinal Liang Jishang; the mooring device is connected to the side edge of the anti-collision device, and the anti-collision device and the mooring device are both located at the front edge of the wharf platform. The high pile wharf adopts a steel structure, so that the cost investment is increased, the high pile wharf is not economical and practical, and the high pile wharf is inconvenient to install and needs to be welded; most of the prior art is cast in situ, the construction time is long, and the progress is slow; the partially assembled wharf foundation pile is too large to transport, and the service life is affected by too small stress. Therefore, there is a need for an assembled dock that solves the above-mentioned technical problems.

Disclosure of Invention

The object of the present utility model is to provide an assembled wharf that solves the above mentioned problems of the prior art.

In order to achieve the above object, the present utility model provides the following solutions: the utility model provides an assembled wharf, which comprises a plurality of foundation piles, wherein the bottoms of the foundation piles extend into the ground, supporting plates are fixedly connected to the tops of the foundation piles respectively, supporting modules are installed in the foundation piles and are attached to the inner walls of the foundation piles, a plurality of first cross beams are fixedly connected to the top surfaces of two adjacent supporting plates, a plurality of longitudinal beams are vertically and alternately fixedly connected to the top surfaces of the first cross beams, a plurality of second cross beams are fixedly connected to the top surfaces of the longitudinal beams, a panel is fixedly connected to the top surfaces of the second cross beams, a plurality of bollard are fixedly connected to one side of the panel close to the water surface at equal intervals, and the bollard is detachably connected with a ship through ropes.

Preferably, the support module comprises a positioning steel sleeve attached to the inner wall of the foundation pile, a plurality of L-shaped piles are stacked in the positioning steel sleeve, and a plurality of L-shaped piles are attached to the inner wall of the positioning steel sleeve.

Preferably, the high end of the L-shaped pile top surface is provided with a positioning groove, the lower end of the L-shaped pile top surface is fixedly connected with a positioning column, and the positioning column is matched with the positioning groove.

Preferably, the L-shaped pile comprises a steel plate at the outer side, a plurality of transverse ribs, longitudinal ribs and a steel reinforcement cage are fixedly connected in the steel plate, fixing rods are fixedly connected at four corners of the steel reinforcement cage, two ends of each fixing rod are fixedly connected with the inner wall of the steel plate, and cement is poured between the steel plate and the steel reinforcement cage.

Preferably, the top of the positioning steel sleeve is abutted to the supporting plate, an embedded plate is fixedly connected to the bottom surface of the supporting plate, the embedded plate is attached to the inner wall of the positioning steel sleeve, and a fixing assembly is arranged on the embedded plate.

Preferably, the fixing component comprises a bolt inserted with the embedded plate, one end of the bolt, far away from the embedded plate, penetrates through the positioning steel sleeve and is fixedly connected with a disc, and the disc is fixedly connected with the positioning steel sleeve through a bolt.

Preferably, a plurality of sloping plates are fixedly connected to the bottom surface of the supporting plate in the circumferential direction, and the bottoms of the sloping plates are fixedly connected with the foundation piles.

Preferably, a plurality of fenders are fixedly connected on the side wall of the panel, which is close to the water surface, at equal intervals.

The utility model discloses the following technical effects: the support module is assembled in the foundation pile, so that the installation is rapid and convenient, and the transportation is easy; the first cross beam, the second cross beam and the longitudinal beams are formed by pouring cement, the cost is low, the hardness is high, the longitudinal beams are supported at the joint of the first cross beam, the longitudinal stress is improved, and the top of the first cross beam, the second cross beam and the longitudinal beams are supported by the first cross beam, the second cross beam and the longitudinal beams, and the top of the first cross beam, the second cross beam and the longitudinal beams are provided with the panels which can be used for walking and cargo transportation; the berthing ship is wound on the bollard through the rope and is used for temporary berthing, so that cargo can be conveniently loaded and unloaded. The utility model is economical and practical, convenient to install and transport, greatly improves the construction speed, and has strong longitudinal bearing capacity, high safety degree and long service life after being installed.

Drawings

The accompanying drawings, which are included to provide a further understanding of the application, illustrate and explain the application and are not to be construed as limiting the application. In the drawings:

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a schematic view of the construction of the foundation pile of the present utility model;

FIG. 3 is an enlarged view of a portion of FIG. 2A in accordance with the present utility model;

FIG. 4 is a schematic view of the structure of the L-shaped pile according to the present utility model;

FIG. 5 is a front view of an L-shaped pile of the present utility model;

fig. 6 is a top view of the panel of the present utility model.

In the figure: 1. a foundation pile; 2. a sloping plate; 3. a support plate; 4. a first cross beam; 5. a longitudinal beam; 6. a panel; 7. a dolphin; 8. a fender; 9. positioning a steel sleeve; 10. l-shaped piles; 11. a steel plate; 12. a fixed rod; 13. a reinforcement cage; 14. a positioning groove; 15. positioning columns; 16. an embedded plate; 17. a plug pin; 18. a disc; 19. a bolt; 20. and a second cross beam.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

In order that the above-recited objects, features and advantages of the present utility model will become more readily apparent, a more particular description of the utility model will be rendered by reference to the appended drawings and appended detailed description.

Referring to fig. 1-6, the utility model provides an assembled wharf, which comprises a plurality of foundation piles 1, wherein the bottoms of the foundation piles 1 extend into the ground, the tops of the foundation piles 1 are fixedly connected with supporting plates 3 respectively, supporting modules are installed in the foundation piles 1 and are attached to the inner walls of the foundation piles 1, the top surfaces of two adjacent supporting plates 3 are fixedly connected with a plurality of first cross beams 4, the top surfaces of the first cross beams 4 are vertically and alternately fixedly connected with a plurality of longitudinal beams 5, the top surfaces of the longitudinal beams 5 are fixedly connected with a plurality of second cross beams 20, the top surfaces of the second cross beams 20 are fixedly connected with a panel 6, one side of the panel 6 close to the water surface is fixedly connected with a plurality of bollard 7 at equal intervals, and the bollard 7 is detachably connected with a ship through ropes.

The waterproof layer is coated on the outer wall of the foundation pile 1, so that the corrosion of water is reduced, and the service life is prolonged. The support module is assembled in the foundation pile 1, so that the installation is rapid and convenient, and the transportation is easy; the first cross beam 4, the second cross beam 20 and the longitudinal beam 5 are formed by pouring cement, the cost is low, the hardness is high, the longitudinal beam 5 is supported at the joint of the first cross beam 4, the longitudinal stress is improved, the panel 6 is arranged at the top of the first cross beam 4, the second cross beam 20 and the longitudinal beam 5 through the support of the first cross beam 4, the second cross beam 20 and the longitudinal beam 5, and the panel 6 can be used for walking and cargo transportation; the berthing ship is wound on the bollard 7 through ropes for temporary berthing, so that cargo can be conveniently loaded and unloaded. The utility model is economical and practical, convenient to install and transport, greatly improves the construction speed, and has strong longitudinal bearing capacity, high safety degree and long service life after being installed.

Further optimizing scheme, the support module includes the location steel bushing 9 that laminates with foundation pile 1 inner wall, stacks in the location steel bushing 9 and is equipped with a plurality of L type piles 10, and a plurality of L type piles 10 laminate with location steel bushing 9 inner wall. The locating steel sleeve 9 is sleeved in the foundation pile 1, the L-shaped piles 10 are sequentially installed in the locating steel sleeve 9, the matching degree of the L-shaped piles 10 is high, the transportation is easy, and the bearing capacity is high in the longitudinal direction, so that the bearing pile is economical and practical.

In a further optimization scheme, a positioning groove 14 is formed in the high end of the top surface of the L-shaped pile 10, a positioning column 15 is fixedly connected to the low end of the top surface of the L-shaped pile 10, and the positioning column 15 is matched with the positioning groove 14. Two L-shaped piles 10 are installed in a reverse inserting mode, and can be assembled quickly through the cooperation of the positioning columns 15 and the positioning grooves 14, so that deformation is prevented, and the cooperation degree is improved.

Further optimizing scheme, L-shaped pile 10 includes steel sheet 11 in the outside, and the rigid coupling has a plurality of horizontal muscle, indulge muscle and steel reinforcement cage 13 in the steel sheet 11, and steel reinforcement cage 13 four corners rigid coupling has dead lever 12, and dead lever 12 both ends and steel sheet 11 inner wall rigid coupling have pour cement between steel sheet 11 and the steel reinforcement cage 13. The L-shaped pile 10 is formed by pouring a steel plate 11, transverse ribs, longitudinal ribs and a steel reinforcement cage 13, a plurality of steel reinforcements are fixedly connected in the steel plate 11, fixing rods 12 are installed at corners, and the steel reinforcement cage 13 is tied, so that the overall bearing capacity of the pile is increased, and the service life of the pile is prolonged.

According to the further optimization scheme, the top of the positioning steel sleeve 9 is abutted against the supporting plate 3, the bottom surface of the supporting plate 3 is fixedly connected with the embedded plate 16, the embedded plate 16 is attached to the inner wall of the positioning steel sleeve 9, and the embedded plate 16 is provided with a fixing component. The embedded plate 16 is used for limiting the position of the positioning steel sleeve 9, preventing sliding, and is fixedly installed through a fixing assembly for reinforcement.

Further optimizing scheme, fixed subassembly includes the bolt 17 with embedded plate 16 grafting, and the one end that the bolt 17 was kept away from embedded plate 16 passes location steel bushing 9 and fixedly connected with disc 18, and disc 18 passes through bolt 19 and location steel bushing 9 rigid coupling. The embedded plate 16 and the positioning steel sleeve are limited in position through the bolts 17, the bolts 17 are fixed on the side wall of the positioning steel sleeve 9 through the bolts 19 and the discs 18, and stability after installation is guaranteed.

According to a further optimization scheme, the bottom surface of the supporting plate 3 is fixedly connected with a plurality of inclined plates 2 in the circumferential direction, and the bottoms of the inclined plates 2 are fixedly connected with the foundation piles 1. The inclined plate 2 decomposes the bearing capacity of the supporting plate 3, thereby enhancing the longitudinal bearing capacity and the overall stability.

In a further optimized scheme, a plurality of fenders 8 are fixedly connected to the side wall of the panel 6 close to the water surface at equal intervals. The arrangement of the fender 8 can play a role in buffering, so that the ship can be conveniently stopped, and the safety is improved.

In the description of the present utility model, it should be understood that the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.

The above embodiments are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solutions of the present utility model should fall within the protection scope defined by the claims of the present utility model without departing from the design spirit of the present utility model.

Claims

1. An assembled wharf, characterized in that: including a plurality of foundation piles (1), a plurality of foundation piles (1) bottom stretches into the soil, a plurality of foundation piles (1) top rigid coupling has backup pad (3) respectively, install support module in foundation piles (1), support module with foundation piles (1) inner wall laminating, adjacent two backup pad (3) top surface rigid coupling has a plurality of first crossbeams (4), a plurality of first crossbeam (4) top surface perpendicular crisscross rigid coupling has a plurality of longerons (5), a plurality of longerons (5) top surface rigid coupling has a plurality of second crossbeams (20), a plurality of second crossbeam (20) top surface rigid coupling has panel (6), one side equidistant rigid coupling that panel (6) are close to the surface of water has a plurality of bollard (7), bollard (7) pass through the rope and are connected with the ship can be dismantled.

2. The fabricated dock of claim 1, wherein: the support module comprises a positioning steel sleeve (9) attached to the inner wall of the foundation pile (1), a plurality of L-shaped piles (10) are stacked in the positioning steel sleeve (9), and the L-shaped piles (10) are attached to the inner wall of the positioning steel sleeve (9).

3. The fabricated dock of claim 2, wherein: the locating groove (14) is formed in the high end of the top surface of the L-shaped pile (10), the locating column (15) is fixedly connected to the lower end of the top surface of the L-shaped pile (10), and the locating column (15) is matched with the locating groove (14).

4. A fabricated dock according to claim 3, wherein: the L-shaped pile (10) comprises a steel plate (11) at the outer side, a plurality of transverse ribs, longitudinal ribs and a steel reinforcement cage (13) are fixedly connected in the steel plate (11), fixing rods (12) are fixedly connected at four corners of the steel reinforcement cage (13), two ends of each fixing rod (12) are fixedly connected with the inner wall of the steel plate (11), and cement is poured between the steel plate (11) and the steel reinforcement cage (13).

5. The fabricated dock of claim 2, wherein: the top of the positioning steel sleeve (9) is abutted to the supporting plate (3), an embedded plate (16) is fixedly connected to the bottom surface of the supporting plate (3), the embedded plate (16) is attached to the inner wall of the positioning steel sleeve (9), and a fixing assembly is mounted on the embedded plate (16).

6. The fabricated dock of claim 5, wherein: the fixing assembly comprises a bolt (17) which is inserted into the embedded plate (16), one end of the bolt (17) which is far away from the embedded plate (16) penetrates through the positioning steel sleeve (9) and is fixedly connected with a disc (18), and the disc (18) is fixedly connected with the positioning steel sleeve (9) through a bolt (19).

7. The fabricated dock of claim 1, wherein: the bottom surface circumference rigid coupling of backup pad (3) has a plurality of swash plates (2), swash plate (2) bottom with foundation pile (1) rigid coupling.

8. The fabricated dock of claim 1, wherein: the side wall of the panel (6) close to the water surface is fixedly connected with a plurality of fenders (8) at equal intervals.