CN219099923U - Temporary pile supporting construction structure for high pile wharf - Google Patents

Abstract

The utility model discloses a temporary pile support construction structure for a high-pile wharf, which comprises a support column. The upper end of the support column is provided with a shock-absorbing buffer mechanism. The inner wall of the block is provided with a chute, the inner wall of the chute is fixedly connected with a first damping shock absorber, the surface of the first damping shock absorber is provided with a telescopic spring, and one end of the first damping shock absorber is fixedly connected with a sliding block, The surface of the sliding block is rotatably connected with a support rod, and one end of the support rod is rotatably connected with a connecting rod. Compared with the prior art, the temporary pile support construction structure of the high pile wharf is provided with the first damping shock absorber, telescopic spring, shock absorbing spring, U-shaped plate and shear type shock absorber, the first damping shock absorber and The shear-type shock absorber can consume the force absorbed by the above-mentioned elastic components, so as to play the role of energy dissipation and shock absorption on the support column, and absorb the impact force, and then prevent the damage caused by the impact force to the support column.

Description

Construction structure of temporary pile support for high-pile wharf

technical field

The utility model relates to the field of engineering construction, more specifically, the utility model relates to a temporary pile support construction structure of a high pile wharf.

Background technique

High-piled wharf refers to the superstructure (pile platform or cap), pile foundation, shore structure, shore gate and wharf equipment.

After searching, the existing patent (application number: 202220876344.9) discloses a construction structure of temporary pile support for high-pile wharf based on waterway engineering. As well as the pile base, the operator first puts the utility model into the water and adjusts the telescopic rod until the utility model meets the height requirement, and then starts the motor to drive the movable fixed support on both sides of the high pile wharf surface to expand and expand on the thread. Under the action of the rods, they approach each other until the pressing and fixing operation of the high-pile wharf surface is completed, which is convenient for temporarily supporting the high-pile wharf surface. However, the inventor found the following problems in the prior art in the process of realizing the utility model: the application Although it is convenient to provide temporary support for the high-loading dock, when the transport vehicles pass through the high-loading dock, since the application does not have a shock-absorbing energy-consuming component, the vibration generated by the high-loading dock will damage the device, which greatly reduces the The support effect of the device.

Therefore, in view of the above problems, a temporary pile support construction structure for high pile wharf is proposed.

Utility model content

In order to overcome the above-mentioned defects of the prior art, the embodiments of the present utility model provide a construction structure for temporary pile support of a high-pile wharf to solve the problems raised in the above-mentioned background technology.

In order to achieve the above purpose, the utility model provides the following technical solutions: a construction structure for temporary pile support of high-pile wharf, including a support column, the upper end of the support column is provided with a shock-absorbing buffer mechanism, and the shock-absorbing buffer mechanism includes a The groove block at the upper end, the inner wall of the groove block is provided with a chute, the inner wall of the chute is fixedly connected with a first damping shock absorber, the surface of the first damping shock absorber is provided with a telescopic spring, and the first damping shock absorber One end of the sliding block is fixedly connected with a sliding block, the surface of the sliding block is rotatably connected with a support rod, one end of the support rod is rotatably connected with a connecting rod, a shock absorbing spring is fixedly connected between the connecting rod and the groove block, and the side of the groove block is fixedly connected There is a fixed plate, a U-shaped plate is fixedly installed on the surface of the fixed plate, and a shear type shock absorber is arranged on the inner wall of the U-shaped plate.

Preferably, the lower surface of the support column is fixedly connected with a mounting plate, the surface of the mounting plate is respectively provided with a positioning rod and a limit mechanism, and the surface of the support column is provided with a forward and reverse motor.

Preferably, the limiting mechanism includes a limiting plate rotatably connected to the surface of the mounting plate, and the lower surface of the limiting plate is respectively fixedly connected with a counterweight and an anchor rod.

Preferably, the output end of the reversing motor is provided with a rope winding roller, and a steel wire rope is wound on the surface of the rope winding roller.

Preferably, the upper end of the connecting rod is fixedly connected to the high loading dock through mounting bolts, a hanging rope is arranged on the surface of the fixing plate, and one end of the hanging rope is fixedly connected to the high loading dock.

Preferably, the surface of the connecting rod is fixedly connected with a restriction rod, and the inner wall of the groove block is provided with a restriction groove matching the restriction rod.

Technical effect and advantage of the present utility model:

1. Compared with the existing technology, the construction structure of the temporary pile support of the high pile wharf is equipped with the first damping shock absorber, telescopic spring, shock absorbing spring, U-shaped plate and shear shock absorber, when the transport vehicle passes the high When the dock is loaded, the connecting rod and the U-shaped plate will be pressed downwards, the telescopic spring, the shock absorbing spring and the U-shaped plate can absorb the force, and the first damping shock absorber and the shear shock absorber can absorb the above elastic components The force is consumed, so that the support column can play the role of energy consumption and shock absorption, and by absorbing the impact force, the damage caused by the impact force to the support column can be eliminated.

2. Compared with the existing technology, the temporary pile support construction structure of the high-pile wharf is equipped with forward and reverse motors, steel wire ropes, limit plates, counterweights and anchor rods. When the support column is installed, the forward and reverse motors will drive the winding The rope roller rotates, so that the limit plate and the counterweight are in contact with the ground, the anchor rod is inserted into the ground, and then the lifting rope is installed on the high loading dock, and the installation of the supporting column is finally completed. Through the above methods, the Secure the support column to prevent the support column from collapsing.

Description of drawings

Fig. 1 is the schematic diagram of the front section structure of the utility model;

Fig. 2 is a schematic diagram of the front view structure of the utility model;

Fig. 3 is a schematic diagram of the three-dimensional structure of the limiting plate;

FIG. 4 is a schematic diagram of an enlarged structure at point A in FIG. 1 .

The reference signs are: 1. supporting column; 2. groove block; 3. first damping shock absorber; 4. sliding block; 5. supporting rod; 6. connecting rod; 7. damping spring; 8. U-shaped Plate; 9. Shear shock absorber; 10. Mounting plate; 11. Positioning rod; 12. Forward and reverse motor; 13. Limit plate; 14. Counterweight; 15. Anchor rod; ; 17, wire rope; 18, sling; 19, limit rod; 20, telescopic spring.

Detailed ways

The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

Embodiment one

As shown in accompanying drawings 1-4, a construction structure for temporary pile support of a high pile wharf comprises a support column 1, the lower surface of the support column 1 is fixedly connected with a mounting plate 10, and the surfaces of the mounting plate 10 are respectively provided with positioning rods 11 And the limit mechanism, the positioning rod 11 is inserted in the ground, and the support column 1 can be fixed. The surface of the support column 1 is provided with a forward and reverse motor 12. The limit mechanism includes a limit that is rotationally connected to the surface of the mounting plate 10 Plate 13, the lower surface of limit plate 13 is fixedly connected with counterweight 14 and anchor rod 15 respectively, the output end of reversing motor 12 is provided with winding roller 16, and the surface of winding roller 16 is provided with steel wire rope 17.

One end of the steel wire rope 17 is fixedly connected with the limit plate 13, and the upper end of the connecting rod 6 is fixedly connected with the high loading dock surface by means of mounting bolts. The surface of the fixed plate is provided with a lifting rope 18, and one end of the lifting rope 18 is fixedly connected with the high loading dock surface .

See Fig. 1, the temporary pile support construction structure of the high-pile wharf is provided with a forward and reverse motor 12, a steel wire rope 17, a limit plate 13, a counterweight 14 and an anchor rod 15. When the support column 1 is installed, the forward and reverse motor 12 will Drive the rope winding roller 16 to rotate, so that the limit plate 13 and the counterweight 14 are in contact with the ground, the anchor rod 15 is inserted into the ground, and then the lifting rope 18 is installed on the high loading dock surface, and finally the installation of the support column 1 is completed. Through the above method, the support column 1 can be firmly fixed to prevent the support column 1 from collapsing.

The upper end of the support column 1 is provided with a shock-absorbing buffer mechanism. The shock-absorbing buffer mechanism includes a groove block 2 fixedly installed on the upper end of the support column 1. The inner wall of the groove block 2 is provided with a chute, and the inner wall of the chute is fixedly connected with a first damper. Shock absorber 3, the surface of the first damping shock absorber 3 is covered with a telescopic spring 20, one end of the first damping shock absorber 3 is fixedly connected with a sliding block 4, and the surface of the sliding block 4 is rotatably connected with a support rod 5, supporting One end of the rod 5 is rotatably connected with a connecting rod 6 .

The surface of the connecting rod 6 is fixedly connected with a restricting rod 19, and the inner wall of the groove block 2 is provided with a restricting groove suitable for the restricting rod 19. The restricting rod 19 can ensure the straight up and down movement of the connecting rod 6 and prevent the connecting rod 6 from appearing left and right. In the case of shaking, a damping spring 7 is fixedly connected between the connecting rod 6 and the groove block 2, and a fixed plate is fixedly connected to the side of the groove block 2, and a U-shaped plate 8 is fixedly installed on the surface of the fixed plate, and a U-shaped plate 8 The inner wall is provided with a shear type shock absorber 9.

As shown in Fig. 4, the temporary pile support construction structure of the high pile wharf is provided with the first damping shock absorber 3, telescopic spring 20, shock absorbing spring 7, U-shaped plate 8 and shear type shock absorber 9, when the transport vehicle passes the high When the dock is installed, the connecting rod 6 and the U-shaped plate 8 will be pressed downward, and the connecting rod 6 will guide the force to the telescopic spring 20, the damping spring 7 and the first damping shock absorber 3, and the U-shaped plate 8 will squeeze the inside The shear type shock absorber9.

The telescopic spring 20, the damping spring 7 and the U-shaped plate 8 can absorb the force, and the first damping shock absorber 3 and the shear type shock absorber 9 can consume the force absorbed by the above-mentioned elastic components, so that the supporting column can be 1 plays the role of energy dissipation and shock absorption, by absorbing the impact force, the damage caused by the impact force to the support column 1 can be avoided.

The working process of the present utility model is as follows: before using the temporary pile support construction structure of the high-pile wharf, start the forward and reverse motor 12, and the forward and reverse motor 12 will drive the rope winding roller 16 to rotate, so that the limit plate 13 and the matching The weight 14 is in contact with the ground, the anchor rod 15 is inserted into the ground, and then the lifting rope 18 is installed on the surface of the high loading dock, and finally the installation of the bottom of the supporting column 1 is completed, and then the connecting rod 6 is fixed to the bottom of the high loading dock by the mounting bolts. Next, fix the sling 18 to the surface of the high-loading dock, and finally complete the installation of the support column 1. When encountering a large transport vehicle, the high-loading dock will squeeze the connecting rod 6 and the U-shaped plate 8 downward. , the connecting rod 6 will respectively press down the telescopic spring 20, the damping spring 7 and the first damping shock absorber 3, the U-shaped plate 8 will squeeze the internal shearing shock absorber 9, the telescopic spring 20, the shock absorbing spring 7 And the U-shaped plate 8 can absorb the force, and the first damping shock absorber 3 and the shearing shock absorber 9 can consume the force absorbed by the above-mentioned elastic component, so as to play the role of energy dissipation and shock absorption.

Here it is the working principle of the temporary pile support construction structure of this high pile wharf.

The last few points should be explained: First, in the description of this application, it should be explained that, unless otherwise specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, which can be mechanical connection Or electrical connection, it can also be the internal communication of two components, it can be directly connected, "up", "down", "left", "right", etc. are only used to indicate the relative positional relationship, when the absolute position of the object being described Change, the relative positional relationship may change;

Secondly: in the accompanying drawings of the disclosed embodiments of the utility model, only the structures related to the disclosed embodiments are involved. Other structures can refer to the usual design. Under the condition of no conflict, the same embodiment of the utility model and different embodiments can be used mutually. combination;

Finally: the above is only a preferred embodiment of the utility model, and is not intended to limit the utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the utility model shall include Within the protection scope of the present utility model.

Claims (6)

1. The utility model provides a temporary pile construction structure of high pile wharf, includes support column (1), its characterized in that: the utility model discloses a damping device, including support column (1), support column (1) upper end is provided with shock attenuation buffer gear, shock attenuation buffer gear includes recess piece (2) of fixed mounting in support column (1) upper end, the spout has been seted up to the inner wall of recess piece (2), the first damping bumper shock absorber (3) of inner wall fixedly connected with of spout, the surface cover of first damping bumper shock absorber (3) is equipped with telescopic spring (20), the one end fixedly connected with sliding block (4) of first damping bumper shock absorber (3), the surface rotation of sliding block (4) is connected with bracing piece (5), the one end rotation of bracing piece (5) is connected with connecting rod (6), fixedly connected with damping spring (7) between connecting rod (6) and the recess piece (2), the side fixedly connected with fixed plate of recess piece (2), the fixed plate's surface fixed mounting has U template (8), the inner wall of U template (8) is provided with shearing type bumper shock absorber (9).

2. The temporary pile-supporting construction structure for a high pile wharf according to claim 1, wherein: the lower surface of support column (1) fixedly connected with mounting panel (10), the surface of mounting panel (10) is provided with locating lever (11) and stop gear respectively, and the surface of support column (1) is provided with positive and negative motor (12).

3. The temporary pile-supporting construction structure for a high pile wharf according to claim 2, wherein: the limiting mechanism comprises a limiting plate (13) rotatably connected to the surface of the mounting plate (10), and a balancing weight (14) and an anchor rod (15) are fixedly connected to the lower surface of the limiting plate (13) respectively.

4. The temporary pile-supporting construction structure for a high pile wharf according to claim 2, wherein: the output end of the forward and reverse rotation motor (12) is provided with a rope winding roller (16), and a steel wire rope (17) is wound on the surface of the rope winding roller (16).

5. The temporary pile-supporting construction structure for a high pile wharf according to claim 1, wherein: the upper end of the connecting rod (6) is fixedly connected with the high code-loading head face through a mounting bolt, a lifting rope (18) is arranged on the surface of the fixing plate, and one end of the lifting rope (18) is fixedly connected with the high code-loading head face.

6. The temporary pile-supporting construction structure for a high pile wharf according to claim 1, wherein: the surface of the connecting rod (6) is fixedly connected with a limiting rod (19), and a limiting groove matched with the limiting rod (19) is formed in the inner wall of the groove block (2).

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