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

Temporary pile supporting construction structure for high pile wharf Download PDF

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Publication number
CN219099923U
CN219099923U CN202222964884.5U CN202222964884U CN219099923U CN 219099923 U CN219099923 U CN 219099923U CN 202222964884 U CN202222964884 U CN 202222964884U CN 219099923 U CN219099923 U CN 219099923U
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fixedly connected
shock absorber
damping
pile
support column
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CN202222964884.5U
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孙兴勇
刘洋
于浩
陈杨
颜辉
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Abstract

The utility model discloses a temporary pile supporting construction structure of a high pile wharf, which comprises a supporting column, wherein a damping buffer mechanism is arranged at the upper end of the supporting column and comprises a groove block fixedly arranged at the upper end of the supporting column, a sliding groove is formed in the inner wall of the groove block, a first damping shock absorber is fixedly connected to the inner wall of the sliding groove, a telescopic spring is sleeved on the surface of the first damping shock absorber, 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 supporting rod, and one end of the supporting rod is rotatably connected with a connecting rod. Compared with the prior art, this temporary pile-supporting construction structure for high pile wharf is through setting up first damping bumper shock absorber, extension spring, damping spring, U template and shearing type bumper shock absorber, and first damping bumper shock absorber and shearing type bumper shock absorber can consume above-mentioned elastic component absorbing power to can play power consumption absorbing effect to the support column, absorb the impact force through, and then can impact force the damage that causes the support column.

Description

Temporary pile supporting construction structure for high pile wharf
Technical Field
The utility model relates to the field of engineering construction, in particular to a temporary pile supporting construction structure of a high pile wharf.
Background
The high pile wharf consists of upper structure, pile foundation, shore connecting structure, shore gate, wharf equipment, etc.
According to the technical scheme, the prior patent (application number: 202220876344.9) discloses a temporary pile supporting construction structure of a high pile wharf based on water transportation engineering, the application is provided with a high pile code head face, a movable fixed support, a supporting seat, a concrete base and a pile supporting base, an operator firstly puts the pile supporting construction structure into water and adjusts a telescopic rod until the pile supporting construction structure meets the height requirement, then a motor is started to drive the movable fixed supports arranged on two sides of the high pile code head face to mutually approach under the action of the threaded telescopic rod until the pressing and fixing operation of the high pile code head face is completed, so that the temporary support of the high pile code head face is facilitated, but the inventor finds that the prior art has the following problems in the process of realizing the pile supporting construction structure: this application is convenient to support temporarily high dress code head face, but the transport vehicle is when passing through the high dress wharf, because this application does not set up shock attenuation power consumption subassembly, and the vibrations that the high dress wharf produced can make the device impaired, have reduced the supporting effect of device to a great extent.
Therefore, a temporary pile supporting construction structure for a high pile wharf is provided for the problems.
Disclosure of Invention
In order to overcome the above-mentioned drawbacks of the prior art, an embodiment of the present utility model provides a temporary pile-supporting construction structure for a high pile wharf, so as to solve the problems set forth in the above-mentioned background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a temporary pile construction structure of high pile wharf, includes the support column, the support column upper end is provided with shock attenuation buffer gear, shock attenuation buffer gear includes the recess piece of fixed mounting in the support column upper end, the spout has been seted up to the inner wall of recess piece, the first damping bumper shock absorber of inner wall fixedly connected with of spout, the surface cover of first damping bumper shock absorber is equipped with telescopic spring, the one end fixedly connected with sliding block of first damping bumper shock absorber, the surface rotation of sliding block is connected with the bracing piece, the one end rotation of bracing piece is connected with the connecting rod, fixedly connected with damping spring between connecting rod and the recess piece, the side fixedly connected with fixed plate of recess piece, the surface fixed mounting of fixed plate has the U template, the inner wall of U template is provided with shearing type bumper shock absorber.
Preferably, the lower surface of support column fixedly connected with mounting panel, the surface of mounting panel is provided with locating lever and stop gear respectively, and the surface of support column is provided with positive and negative rotation motor.
Preferably, the limiting mechanism comprises a limiting plate rotationally connected to the surface of the mounting plate, and the lower surface of the limiting plate is fixedly connected with the balancing weight and the anchor rod respectively.
Preferably, the output end of the forward and reverse rotating motor is provided with a rope winding roller, and the surface of the rope winding roller is wound with a steel wire rope.
Preferably, the upper end of the connecting rod is fixedly connected with the high code-loading head face through a mounting bolt, the surface of the fixing plate is provided with a lifting rope, and one end of the lifting rope is fixedly connected with the high code-loading head face.
Preferably, the surface of the connecting rod is fixedly connected with a limiting rod, and the inner wall of the groove block is provided with a limiting groove matched with the limiting rod.
The utility model has the technical effects and advantages that:
1. compared with the prior art, this temporary pile supporting construction structure of high pile wharf can be down extrudeed connecting rod and U template through setting up first damping bumper shock absorber, extension spring, damping spring, U template and shearing type bumper shock absorber when the transport vehicle passes through the high dress wharf, and extension spring, damping spring and U template can absorb the power, and first damping bumper shock absorber and shearing type bumper shock absorber can consume above-mentioned elastic component absorbing power to can play power consumption absorbing effect to the support column, absorb through the impact force, and then can the impact force damage that causes the support column.
2. Compared with the prior art, this temporary pile construction structure of high pile wharf is through setting up positive reverse motor, wire rope, limiting plate, balancing weight and stock, and during the erection support column, positive reverse motor opportunely drives the rope winding roller and rotates to make limiting plate and balancing weight and ground contact, the stock inserts subaerial, then install the lifting rope to high dress sign indicating number face on, finally accomplish the installation of support column, through above-mentioned mode, can firmly fix the support column, prevent that the condition that the support column collapses from appearing.
Drawings
FIG. 1 is a schematic view of the present utility model in a front cross-section;
FIG. 2 is a schematic elevational view of the present utility model;
FIG. 3 is a schematic diagram of a three-dimensional structure of a limiting plate;
fig. 4 is an enlarged schematic view of the structure at a in fig. 1.
The reference numerals are: 1. a support column; 2. a groove block; 3. a first damping shock absorber; 4. a sliding block; 5. a support rod; 6. a connecting rod; 7. a damping spring; 8. a U-shaped plate; 9. a shear type damper; 10. a mounting plate; 11. a positioning rod; 12. a forward and reverse rotation motor; 13. a limiting plate; 14. balancing weight; 15. a bolt; 16. a rope winding roller; 17. a wire rope; 18. a hanging rope; 19. a restraining bar; 20. and a telescopic spring.
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.
Example 1
The utility model provides a temporary pile construction structure of high pile wharf as shown in fig. 1-4, including support column 1, the lower fixed surface of support column 1 is connected with mounting panel 10, the surface of mounting panel 10 is provided with locating lever 11 and stop gear respectively, locating lever 11 is inserted at the bottom of the ground, can fix support column 1, the surface of support column 1 is provided with positive and negative rotation motor 12, stop gear is including rotating the limiting plate 13 of connecting at the surface of mounting panel 10, the lower surface of limiting plate 13 is fixedly connected with balancing weight 14 and stock 15 respectively, the output of positive and negative rotation motor 12 is provided with wire rope winding roller 16, the surface of wire rope winding roller 16 is around being equipped with wire rope 17.
One end of the steel wire rope 17 is fixedly connected with the limiting plate 13, the upper end of the connecting rod 6 is fixedly connected with the high code-loading head face through a mounting bolt, the surface of the fixing plate is provided with a lifting rope 18, and one end of the lifting rope 18 is fixedly connected with the high code-loading head face.
See fig. 1, this temporary pile construction structure for high pile wharf is through setting up positive and negative rotation motor 12, wire rope 17, limiting plate 13, balancing weight 14 and stock 15, during installation support column 1, positive and negative rotation motor 12 can drive the rope winding roller 16 and rotate to make limiting plate 13 and balancing weight 14 and ground contact, stock 15 insert subaerial, then install lifting rope 18 on the high dress code head face, accomplish the installation of support column 1 finally, through above mode, can firmly fix support column 1, prevent that support column 1 from collapsing the condition from appearing.
The support column 1 upper end is provided with shock attenuation buffer gear, and shock attenuation buffer gear includes the recess piece 2 of fixed mounting in support column 1 upper end, and the spout has been seted up to the inner wall of recess piece 2, and the inner wall fixedly connected with first damping bumper shock absorber 3 of spout, the surface cover of first damping bumper shock absorber 3 is equipped with extension spring 20, and 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, and the one end rotation of bracing piece 5 is connected with connecting rod 6.
The fixed surface of connecting rod 6 is connected with restriction pole 19, and the limiting groove with restriction pole 19 looks adaptation has been seted up to the inner wall of recess piece 2, and restriction pole 19 can guarantee the straight up-and-down motion of connecting rod 6, prevents that the condition of rocking about connecting rod 6 from appearing, 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, and the fixed surface of fixed plate installs the inner wall of U template 8,U template 8 and is provided with shearing type damper 9.
See fig. 4, this temporary pile supporting construction structure for high pile wharf is through setting up first damping damper 3, extension spring 20, damping spring 7, U template 8 and shearing type damper 9, can push down connecting rod 6 and U template 8 when the transportation vehicle passes through the high loading wharf, and connecting rod 6 can lead the force to extension spring 20, damping spring 7 and first damping damper 3, and U template 8 can extrude inside shearing type damper 9.
The telescopic spring 20, the damping spring 7 and the U-shaped plate 8 can absorb force, the first damping damper 3 and the shearing damper 9 can consume the force absorbed by the elastic component, so that the supporting column 1 can be subjected to energy dissipation and damping, impact force can be absorbed, and the supporting column 1 can be damaged by the impact force.
The working process of the utility model is as follows: before the temporary pile supporting construction structure of the high pile wharf is used, the forward and reverse rotating motor 12 is started, the forward and reverse rotating motor 12 can drive the rope winding roller 16 to rotate, so that the limiting plate 13 and the balancing weight 14 are in contact with the ground, the anchor rod 15 is inserted into the ground, then the lifting rope 18 is installed on the surface of the high-load wharf, the installation of the bottom of the supporting column 1 is finally completed, then the connecting rod 6 is fixed on the surface of the high-load wharf through the installation bolt, the installation of the supporting column 1 is finally completed, when a large-scale transport vehicle is encountered, the connecting rod 6 and the U-shaped plate 8 can be pressed downwards, the connecting rod 6 can respectively press the telescopic spring 20, the damping spring 7 and the first damping shock absorber 3, the U-shaped plate 8 can press the shearing shock absorber 9 inside, the telescopic spring 20, the damping spring 7 and the U-shaped plate 8 can absorb force, and the first damping shock absorber 3 and the shearing shock absorber 9 can consume the force absorbed by the elastic component, and accordingly the shock absorbing effect can be played.
The working principle of the temporary pile supporting construction structure of the high pile wharf is that.
The last points to be described are: first, in the description of the present application, it should be noted that, unless otherwise specified and defined, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be mechanical or electrical, or may be a direct connection between two elements, and "upper," "lower," "left," "right," etc. are merely used to indicate relative positional relationships, which may be changed when the absolute position of the object being described is changed;
secondly: in the drawings of the disclosed embodiments, only the structures related to the embodiments of the present disclosure are referred to, and other structures can refer to the common design, so that the same embodiment and different embodiments of the present disclosure can be combined with each other under the condition of no conflict;
finally: the foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the utility model are intended to be included within the scope of the 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).
CN202222964884.5U 2022-11-04 2022-11-04 Temporary pile supporting construction structure for high pile wharf Active CN219099923U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222964884.5U CN219099923U (en) 2022-11-04 2022-11-04 Temporary pile supporting construction structure for high pile wharf

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222964884.5U CN219099923U (en) 2022-11-04 2022-11-04 Temporary pile supporting construction structure for high pile wharf

Publications (1)

Publication Number Publication Date
CN219099923U true CN219099923U (en) 2023-05-30

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ID=86465550

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222964884.5U Active CN219099923U (en) 2022-11-04 2022-11-04 Temporary pile supporting construction structure for high pile wharf

Country Status (1)

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CN (1) CN219099923U (en)

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