CN113062262B - Lifting wharf capable of automatically adapting to tide level - Google Patents

Lifting wharf capable of automatically adapting to tide level Download PDF

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Publication number
CN113062262B
CN113062262B CN202110396104.9A CN202110396104A CN113062262B CN 113062262 B CN113062262 B CN 113062262B CN 202110396104 A CN202110396104 A CN 202110396104A CN 113062262 B CN113062262 B CN 113062262B
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cavity
lifting
platform
sub
plate
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CN113062262A (en
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李彦平
刘大海
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First Institute of Oceanography MNR
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First Institute of Oceanography MNR
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/068Landing stages for vessels

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

A lifting dock that automatically adapts to tide levels, comprising: the fixed platform is provided with positioning holes at intervals along the slope surface; lifting the platform: a through hole is arranged on the slope surface of the lifting platform, and a limiting column is arranged in the through hole and is connected with a lifting control mechanism; water level self-adaptation mechanism: the water-permeable box comprises a box body, wherein a longitudinal partition plate is arranged in a cavity of the box body, the cavity is divided into a first cavity and a second cavity, and a water permeable hole is formed in the side wall of the first cavity; the second cavity is internally provided with a partition board which divides the second cavity into a plurality of second sub-cavities, and each second sub-cavity is further internally provided with a cavity board which forms a gap with the corresponding partition board; each second sub-cavity is internally provided with a floating block; the longitudinal partition plate is provided with a through hole which is communicated with the first cavity and each second sub-cavity; a controller; the lifting control mechanism is used for controlling the working of the lifting control mechanism according to the air pressure value of the second sub-cavity. The lifting wharf can judge the water level change trend according to the change of air pressure in the box body, and self-adaptive water level adjustment of the lifting platform is achieved through the electric control mechanism.

Description

Lifting wharf capable of automatically adapting to tide level
Technical Field
The invention relates to the technical field of port devices, in particular to a lifting wharf capable of automatically adapting to a tide level.
Background
The wharf is applied to assisting in landing.
Under the influence of natural conditions, the sea water tide level is constantly changed, and in the process of changing high water level or low water level, a wharf is submerged, so that the normal use of the wharf is influenced.
In the prior art, a wharf is usually fixedly arranged on the shore side. This form of dock may result in high or low tide being unusable. Wharves with lifting function also exist, the height of which is usually adjusted by incorporating purely mechanical adjustment structures to accommodate changes in tide level. The structure can not accurately follow the change of the tide level in time on one hand, and is easily influenced by instantaneous large waves on the other hand, so that the instantaneous change is reflected to self-adaptive adjustment. Therefore, there is a need to design a device capable of automatically recognizing the change of the tide level and avoiding the influence of instantaneous waves as much as possible, so that the wharf can keep normal operation for a long time, thereby improving the applicability of the wharf.
Disclosure of Invention
The present invention is directed to solve one of the above problems, and provides a lifting wharf capable of precisely adapting to water level changes.
In order to achieve the purpose, the invention adopts the technical scheme that:
a lifting dock that automatically adapts to tide levels, comprising:
fixing a platform: the positioning device is fixedly arranged on the seabed and comprises a fixed platform slope surface facing the sea surface, and positioning holes are arranged at intervals along the length direction of the slope surface;
lifting the platform: the lifting platform comprises a lifting platform slope surface matched with the fixed platform slope surface, a through hole is arranged along the height direction of the lifting platform slope surface, a limiting column is arranged in the through hole, the size of the limiting column is configured to be capable of being inserted into a positioning hole, and the limiting column is connected with a lifting control mechanism;
water level self-adaptation mechanism: set up on fixed platform, include:
a box body: the water inlet and outlet device is fixedly arranged on the side surface of the fixed platform, a longitudinal partition plate is arranged in the box body cavity, the longitudinal partition plate divides the cavity into a first cavity and a second cavity, and a water permeable hole is formed in the side wall of the first cavity; at least two partition plates are arranged in the second cavity along the height direction, each partition plate is connected with the longitudinal partition plate and the cavity side wall along the height direction, the second cavity is divided into a plurality of second sub-cavities, a cavity plate is further arranged in each second sub-cavity, the first end of each cavity plate is arranged on the cavity side wall on the side opposite to the longitudinal partition plate, and a gap is formed between the second end and the corresponding partition plate; each second sub-cavity is internally provided with a floating block, and the size of the floating block is configured to be capable of sealing a gap between the cavity plate and the corresponding partition plate; the longitudinal partition plate is provided with a plurality of through holes which are communicated with the first cavity and each second sub-cavity; the air hole is arranged along the side wall of the second cavity and connected with the air pipe, and the air hole is arranged on the side wall of the cavity between the partition plate and the cavity plate; each gas transmission pipe is connected with a barometer;
a controller; each barometer is connected and used for collecting the air pressure of each second sub-cavity; and the lifting control mechanism is further connected and used for controlling the lifting control mechanism to work according to the air pressure value of the second sub-cavity and adjusting the lifting of the limiting column.
In some embodiments of the invention, the partition plate is arc-shaped, and the arc-shaped convex surface of the partition plate faces one side of the bottom of the cavity.
In some embodiments of the invention, the cavity plate is arc-shaped, and the arc-shaped protruding surface of the cavity plate faces one side of the bottom of the cavity.
In some embodiments of the present invention, the longitudinal partition plate near the position of the partition plate is provided with a through hole.
In some embodiments of the present invention, one end of the limiting column inserted into the positioning hole is arc-shaped.
In some embodiments of the invention, the limiting column is provided with a radial protrusion part along the radial direction, and a spring is arranged on the lower end face of the radial protrusion part and is fixedly connected to the lifting platform.
In some embodiments of the invention, the end wall of the lifting platform facing the shore base side is hinged with a pedal;
a bracket is arranged on the lifting platform, and a pulley is arranged at the upper end of the bracket;
the pedal is connected with the limiting pile through a cable, and the cable passes through the limiting pile around the pulley.
In some embodiments of the present invention, a track is disposed along the length direction of the slope surface of the fixed platform, and a traveling wheel mechanism is disposed along the bottom of the slope surface of the lifting platform, and the traveling wheel mechanism is located in the track; so that the lifting platform can walk along the fixed platform.
In some embodiments of the invention, the walking wheel mechanism comprises a fixed plate arranged along the length direction of the inclined surface of the lifting platform, a wheel shaft is arranged along one end of the fixed plate close to the fixed platform, walking wheels are arranged at two ends of the wheel shaft, and two walking wheels are positioned at two sides of the fixed plate;
the track has vertical portion along its depth direction by the one side that is close to fixed platform ramp surface to and the straight portion that extends to both sides width direction along vertical portion, two walking wheels are located straight portion.
In some embodiments of the present invention, a step is disposed at one end of the fixed platform close to the shore base.
The lifting wharf provided by the invention has the beneficial effects that:
the water level self-adaptive device is additionally arranged, the water level change trend can be judged according to the change of the air pressure in the box body, the self-adaptive water level adjustment of the lifting platform is realized through the electric control mechanism, the applicability of the wharf is enhanced, and the use of the wharf is not influenced by the lifting of the water level.
The invention can improve the self-adaptive capacity of the water level of the lifting wharf by a control mode combining electric control and machinery.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments or the prior art descriptions will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without inventive exercise.
FIG. 1 is a schematic view of a lifting dock;
FIG. 2 is a schematic cross-sectional view of the lifting dock;
FIG. 3 is a schematic structural view of a fixed platform;
FIG. 4 is a first perspective structural view of the elevating platform;
FIG. 5 is a second perspective structural view of the elevating platform;
FIG. 6 is a schematic view of a structure of a track and a traveling wheel;
FIG. 7 is a schematic structural diagram of a tank part of the water level self-adaptive mechanism;
FIG. 8 is a logic diagram of the control of the water level adaptive mechanism;
FIGS. 9a to 9d are schematic diagrams illustrating the operation of the water level adaptive mechanism during the water level raising process;
1-fixed platform, 101-fixed platform slope surface, 102-positioning hole, 103-rail, 1031-vertical part, 1032-straight part and 104-step;
2-motion platform, 201-motion platform slope, 202-fixing plate, 203-walking wheel, 204-dolphin;
3-box, 301-first cavity, 302-second cavity, 303-permeable hole, 304-first partition, 305-second partition, 306-third partition, 307-longitudinal partition, 308-cavity side wall, 309-first cavity plate, 310-second cavity plate, 311-third cavity plate, 312-first floating block, 313-second floating block, 314-third floating block, 315-through hole;
401-a first trachea, 402-a second trachea, 403-a third trachea;
5-a limit post, 501 radial projection;
6-a spring;
7-a pedal;
8-a scaffold;
9-a pulley;
10-a cable;
11-a controller;
1201-subcavity a, 1202-subcavity b, 1203-subcavity c;
13-water level.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "disposed on," "connected to" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
The indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings and are only for convenience in describing the present invention and for simplicity in description, and are not intended to indicate or imply that the indicated devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus are not to be construed as limiting the present invention.
A lifting wharf capable of automatically adapting to tide level refers to fig. 1 to 3, and comprises a fixed platform 1, a lifting platform 2, a water level self-adapting mechanism, a controller and the like.
A fixed platform 1: the positioning device is fixedly arranged on the seabed and comprises a fixed platform slope surface 101 facing the sea surface, and positioning holes 102 are arranged at intervals along the length direction of the slope surface 101.
Lifting platform 2: the lifting platform comprises a lifting platform slope surface 201 matched with a fixed platform slope surface 101, a through hole is formed in the height direction of the lifting platform slope surface 201, a limiting column 5 is arranged in the through hole, the size of the limiting column is configured to be capable of being inserted into a positioning hole 102, the limiting column 5 is connected with a lifting control mechanism, the lifting control mechanism can control the limiting column to lift in the depth direction of the through hole, when the lifting platform rises, the limiting column 5 can be separated from the positioning hole 102, and the fixed platform 1 and the lifting platform 2 can move relatively; when descending, the limiting column 5 can be inserted into the positioning hole 102 to limit the relative movement between the fixing platform 1 and the lifting platform 2.
Water level self-adaptation mechanism: the lifting wharf is arranged on the side face of the fixed platform 1, the position of the lifting wharf is fixed, the lifting wharf is used for monitoring the water level, the height of the lifting platform 2 is adjusted along with the change of the water level, the lifting wharf can stably work under various water level states, the lifting wharf comprises a box body 3 and the like, and the structure refers to fig. 7 and 8. The method comprises the following steps:
the box body 3 is fixed on the side face of the fixed platform 1, is in contact with seawater, is unchanged in height and can sense water level change in real time. The box body 3 comprises a box body cavity, and a longitudinal partition 307 is arranged in the box body cavity, and the longitudinal partition 307 divides the cavity into a first cavity 301 and a second cavity 302. The first cavity 301 is a wave-dissipating cavity, which has a buffering function, so as to improve the sensitivity of sensing water level changes.
Be provided with the hole 303 of permeating water along first cavity 301 lateral wall, the hole 303 of permeating water communicates first cavity 301 and sea water, and at the ascending in-process of water level, the sea water gets into first cavity 301 through the hole 303 of permeating water, and when the water level descends, the sea water is through the hole 303 of permeating water outflow first cavity 301.
At least two clapboards are arranged in the second cavity 302 along the height direction, each clapboard is connected with the longitudinal clapboard 307 and the cavity side wall 308, the second cavity is divided into a plurality of second sub-cavities, a cavity board is further arranged in each second sub-cavity, the first end of the cavity board is arranged on the cavity side wall 308 on the opposite side of the longitudinal clapboard 307, and a gap is formed between the second end and the corresponding clapboard. Each second sub-cavity is internally provided with a floating block, and the size of the floating block is configured to be capable of sealing a gap between the cavity plate and the corresponding partition plate; a plurality of through holes 315 are formed in the longitudinal partition 307, and through holes are formed in the longitudinal partition 315 close to the partition 307 and are arranged along the height direction of the longitudinal partition 307 to communicate the first cavity 301 with each second sub-cavity; an air hole is arranged along the side wall of the second cavity 302 and connected with an air pipe, and the air hole is arranged on the side wall 308 of the cavity between the partition plate and the cavity plate; each air pipe is connected with an air pressure gauge.
The specific structure of the second chamber 302 and the operation principle of the water level adaptive mechanism will be described below with reference to the case including three partition plates and three chamber plates.
A first partition plate 304, a second partition plate 305, and a third partition plate 306 are provided in this order in the height direction of the water tank 3. The first ends of the three partition plates are all fixedly connected to the longitudinal partition plate 307, the end portions of the other three side edges are all connected to the three cavity side walls 308 of the second cavity 302, and the second cavity 302 is divided into three second sub-cavities from bottom to top along the height direction of the water tank 3. Along the height direction of the water tank 3, a first chamber plate 309, a second chamber plate 310 and a third chamber plate 311 are sequentially arranged, wherein the first chamber plate 309 is located below the first partition plate 304, a gap is formed between the first chamber plate 309 and the second chamber plate 310, the second chamber plate 310 is located below the second partition plate 305, a gap is formed between the first chamber plate and the second chamber plate, and the third chamber plate 311 is located below the third partition plate 306, a gap is formed between the first chamber plate and the third chamber plate.
The floating blocks are made of materials capable of floating on the water surface, and are also three, namely a first floating block 312, a second floating block 313 and a third floating block 314, and the three floating blocks are respectively arranged in 3 sub-cavities from bottom to top. The floating block is cylindrical.
Along with the rising of the water level, seawater enters the first cavity 301 through the water permeable holes 303, then enters the sub-cavity a1201 at the lowest part through the through hole 315 of the longitudinal partition plate 307 at the position of the sub-cavity a1201 and the first cavity 301, the water level in the first cavity 301 and the water level in the sub-cavity a1201 are consistent with the external water level and rise synchronously, and the first floating block 312 rises along with the water level until the opening between the first partition plate 304 and the first cavity plate 309 can be sealed. At this time, the gap between the first partition plate 304 and the first cavity plate 309 is closed. The pressure gauge connected to the sub-chamber a1201 detects the pressure change in the chamber in real time, and when the first floating block 312 seals the opening between the first partition plate 304 and the first chamber plate 309, the connection between the sub-chamber a1201 and the barometer 1 is blocked, and the pressure does not change any more.
Similarly, as the water level rises, the pressure of the sub-cavity b1202 and the sub-cavity c1203 generates the same variation trend, and the pressure variation is detected by the corresponding pressure gauge in real time.
In some embodiments of the invention, each partition plate is arc-shaped, the arc-shaped protruding surface of the partition plate faces one side of the bottom of the cavity, and each cavity plate is arc-shaped, and the arc-shaped protruding surface of the partition plate faces one side of the bottom of the cavity. Specifically, with this structure, a bell-mouth shaped gap is formed at the gap between the first partition plate 304 and the first cavity plate 309.
A controller; each barometer is connected and used for collecting the air pressure of each second sub-cavity; and the platform lifting mechanism is further connected and used for adjusting the platform to lift according to the air pressure value of the second sub-cavity. The controller judges the rise and fall of the water level based on the change trend, controls the lifting mechanism, adjusts the motion of the lifting platform 2 by adjusting the rising and falling modes of the limiting column 5, enables the lifting platform 2 to rise and fall along the water level and moves up and down along the slope surface 101 of the fixed platform 1. The specific control principle is explained below.
In some embodiments of the present invention, in order to reduce the motion interference between the position-limiting post 5 and the positioning hole 102, the end of the position-limiting post 5 inserted into the positioning hole 102 is arc-shaped, which facilitates the insertion and removal from the positioning hole 102.
In some embodiments of the present invention, a radial protrusion 501 is radially disposed along the limiting column 5, and a spring 6 is disposed along a lower end surface of the radial protrusion 501, and the spring 6 is fixedly connected to the lifting platform 2. The process that the limiting column 5 moves upwards and is separated from the positioning hole 102 requires the resistance of the spring 6 of the customer; after walking to the position of the next positioning hole 102, the restoring force of the spring 6 pulls the limiting column 5 into the positioning hole 102.
In some embodiments of the invention, the end wall of the lifting platform 2 facing the shore base side is hinged with a pedal 7;
a bracket 8 is arranged on the lifting platform 2, and a pulley 9 is arranged at the upper end of the bracket 8;
the footplate 7 is connected to the restraining pile 5 via a cable 10, which cable 10 passes around a pulley 9, in particular via the top side of the pulley 9, or via the bottom side of the pulley 9.
The pedal 7 can rotate in a certain angle range relative to the lifting platform 2 and can be matched with different heights of the fixed platform 1; in some embodiments, a step 104 is disposed at one end of the fixed platform 1 close to the shore base, and after the lifting platform 2 is moved in place, the pedals 7 can be rotatably fitted to the steps 104 with different heights, so that people or goods can conveniently get on or off the wharf.
The connection structure between the pedal 7 and the limiting column 5 can ensure that the pedal 7, the limiting column 5 and the lifting platform 2 move synchronously. When the lifting platform 2 moves upwards, the wharf is changed from a stable state to a moving state, personnel cannot go up and down the wharf at the moment, the limiting column 5 moves upwards to pull the cable 10, and the pedal 7 rotates upwards relative to the lifting platform 2 and cannot interfere with the fixed platform (particularly the step 104). Similarly, when spacing post 5 downstream, the whole motion state that becomes of pier becomes stable state, and the personnel need use footboard 7 from the pier about, and spacing post 5 descends, drives footboard 7 and slowly falls, takes on step 104.
In some embodiments of the present invention, the fixed platform 1 and the lifting platform 2 are movably coupled with each other as follows. A track 103 is arranged along the length direction of the slope surface 101 of the fixed platform, and a traveling wheel mechanism is arranged along the bottom of the slope surface 201 of the lifting platform and is positioned in the track 103; so that the lifting platform 2 can walk along the fixed platform 3. In order to make the walking more stable, two tracks 103 and two sets of walking wheel mechanisms can be designed.
In some embodiments of the present invention, referring to fig. 4 to 6, the walking wheel mechanism includes a fixing plate 202 disposed along the length direction of the inclined plane of the lifting platform, a wheel axle is disposed along one end of the fixing plate 202 close to the fixing platform 1, walking wheels 203 are disposed at two ends of the wheel axle, and two walking wheels 203 are disposed at two sides of the fixing plate 202;
the rail 103 has a vertical portion 1031 in the depth direction thereof from the side close to the fixed platform ramp surface 101, and straight portions 1032 extending in the width direction to both sides along the vertical portion, i.e., in an inverted "T" shape, and two traveling wheels 203 are located in both straight portions.
By adopting the structure, the movement direction of the lifting platform 2 can be limited by the vertical part of the track, so that the whole lifting platform 2 can only slide relative to the inclined plane 101 of the fixed platform and does lifting movement relative to the sea level; the walking wheels 203 are clamped in the space of the straight part 1032, so that the friction force between the lifting platform 2 and the fixed platform slope surface 101 can be reduced, and the platform can slide more smoothly.
Furthermore, a dolphin 204 is provided at the upper end of the lifting platform 2, which may be used to secure a vessel.
Referring to fig. 9a to 9d, the working principle of the lifting wharf according to the present invention is as follows. In order to distinguish the structure of the component, the subcavities of the second cavity are defined as a subcavity a1201, a subcavity b1202 and a subcavity c1203 one by one from bottom to top.
The data trend of each barometer during the digital change is shown in table 1.
TABLE 1 characteristics of readings of barometers 1, 2, 3 at different water levels
The water level is from low to high Barometer 1 Barometer 2 Barometer 3
Water level 1 (Low water level) Dynamic change of readings Dynamic change of readings Dynamic change of readings
Water level 2 (middle and low water level) The reading is basically stable Dynamic state of readingsVariations in Dynamic change of readings
Water level 3 (middle and high level) The reading is basically stable The reading is basically stable Dynamic change of readings
Water level 4 (high water level) The reading is basically stable The reading is basically stable The reading is basically stable
The wave-breaking cavity and the cavities a, b and c can be regarded as air chambers, and air pressure changes in the cavities can be caused when waves enter the wave-breaking cavity and the cavities a, b and c. However, because the heights of the cavities a, b and c are different, the air pressure in the three cavities is different under different water levels.
As shown in fig. 9a, when the water level is lowest, the water level does not exceed the bell mouth above the cavity a. At this time, the cylinder 1 floats on the water surface in the cavity a, and the cylinder 2 and the cylinder 3 are both at the lowermost ends of the respective cavities. At this time, the wave-dissipating cavity is communicated with the cavities a, b and c, and the air flows in the cavities a, b and c can respectively enter the air delivery pipes 1, 2 and 3. Therefore, the air pressure change in the wave-dissipating cavity causes the barometers 1, 2 and 3 to dynamically change.
As shown in fig. 9b, when the water level rises to the water level 2, seawater submerges the bell mouth above the sub-cavity a1201, the first floating block 312 is located at the top end of the sub-cavity a1201, and blocks the bell mouth above the sub-cavity a1201, and air flow cannot enter the air delivery pipe 1 through the sub-cavity a 1201. Gas flow may enter subcavities b1202 and c1203 from first chamber 301 through vias 315, resulting in dynamic changes in the readings of barometers 2 and 3, while the reading of barometer 1 is stable.
As shown in fig. 9c, when the water level rises to water level 3, seawater submerges the bell mouths above the sub-cavities a1201 and b1202, and the cylinder 1 is located at the top end of the sub-cavity a1201 and blocks the bell mouth above the sub-cavity a 1201. The cylinder 2 is located at the top of the sub-cavity b1202, blocking the flare above the sub-cavity b 1202. The airflow cannot enter the air delivery conduits 1 and 2 through the sub-cavities a1201 and b 1202. Air flow may pass from the wave-dissipating chamber through the through-hole 315 into the subcavity c1203, resulting in dynamic changes in the readings of barometer 3, while the readings of barometers 1 and 2 are stable.
As shown in fig. 9d, when the water level rises to water level 4, the seawater submerges the bell mouth above the sub-cavities a1201, b1202 and c1203, and the cylinder 1 is located at the top end of the sub-cavity a1201, blocking the bell mouth above the sub-cavity a 1201. The cylinder 2 is located at the top of the sub-cavity b1202, blocking the flare above the sub-cavity b 1202. The cylinder 3 is located at the top of the subcavity c1203, blocking the bell mouth above the subcavity c 1203. The air flow cannot enter the air delivery conduits 1, 2, and 3 through the subcavities a1201, b1202, and c 1203. The readings of barometer 1, barometer 2 and barometer 3 are stable.
In the water level dropping process, the change of the readings of the barometer 1, the barometer 2 and the barometer 3 can refer to the change from the water level 4 to the water level 1, and the description is omitted.
When the controller receives the readings of the 3 barometers, the controller makes a judgment to determine the current water level condition. If the water level rises or falls, the controller sends an instruction to the lifting control mechanism to adjust the movement of the limiting pile 5 and control the lifting platform 2 to rise or fall so as to adapt to the change of the water level. And in the process of changing the water level from 1 to 4, the lifting platform 2 is controlled to ascend, and in the process of changing the water level from 4 to 1, the lifting platform 2 is controlled to descend. In the process of ascending or descending, the limiting piles 5 need to be pulled out of the positioning holes 102, the lifting platform 2 runs along the rails 103, and then the limiting piles 5 are controlled to be inserted into the positioning holes 102 with proper heights.
For example, the first three barometer readings are all dynamically changed, which indicates that the water level is low; when the reading of the barometer 1 is substantially stable and the readings of the barometers 2 and 3 are dynamically changed, this state represents that the water level has risen, which is a medium or low water level. The controller 11 receives the change, and controls the limiting column 5 to be pulled out from the positioning hole 102, so that the lifting platform 2 can be lifted for a certain distance.
If the water level change range of the area where the lifting wharf is located is large, the number of the second sub-cavity, the number of the matched gas transmission pipes and the number of the barometers can be increased according to actual needs; if the water level variation range of the area where the lifting wharf is located is small, the number of the second sub-cavities, the matched air conveying pipes and the air pressure meters can be reduced. The principle is the same and is not described in detail.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.

Claims (8)

1. An automatic adapt to lift pier of tide level, its characterized in that includes:
fixing a platform: the positioning device is fixedly arranged on the seabed and comprises a fixed platform slope surface facing the sea surface, and positioning holes are arranged at intervals along the length direction of the slope surface;
lifting the platform: the lifting platform comprises a lifting platform slope surface matched with the fixed platform slope surface, a through hole is arranged along the height direction of the lifting platform slope surface, a limiting column is arranged in the through hole, the size of the limiting column is configured to be capable of being inserted into a positioning hole, and the limiting column is connected with a lifting control mechanism;
water level self-adaptation mechanism: set up on fixed platform, include:
a box body: the water inlet and outlet device is fixedly arranged on the side surface of the fixed platform, a longitudinal partition plate is arranged in the box body cavity, the longitudinal partition plate divides the cavity into a first cavity and a second cavity, and a water permeable hole is formed in the side wall of the first cavity; at least two partition plates are arranged in the second cavity along the height direction, each partition plate is connected with the longitudinal partition plate and the cavity side wall, the second cavity is divided into a plurality of second sub-cavities, a cavity plate is further arranged in each second sub-cavity, the first end of each cavity plate is arranged on the cavity side wall on the side opposite to the longitudinal partition plate, and a gap is formed between the second end and the corresponding partition plate; each second sub-cavity is internally provided with a floating block, and the size of the floating block is configured to be capable of sealing a gap between the cavity plate and the corresponding partition plate; the longitudinal partition plate is provided with a plurality of through holes which are communicated with the first cavity and each second sub-cavity; the air hole is arranged along the side wall of the second cavity and connected with the air pipe, and the air hole is arranged on the side wall of the cavity between the partition plate and the cavity plate; each air pipe is connected with a barometer;
a controller; each barometer is connected and used for collecting the air pressure of each second sub-cavity; the lifting control mechanism is further connected and used for controlling the lifting control mechanism to work according to the air pressure value of the second sub-cavity and adjusting the lifting of the limiting column;
the baffle is arc-shaped, and the arc-shaped convex surface of the baffle faces one side of the bottom of the cavity;
the cavity plate is arc-shaped, and the arc-shaped convex surface of the cavity plate faces one side of the bottom of the cavity;
a bell mouth shaped gap opening is formed at the gap between the baffle plate and the cavity plate.
2. The self-adaptive tidal level elevating dock of claim 1, wherein the longitudinal partition near the location of the partition is provided with a through hole.
3. The elevating wharf capable of automatically adapting to tide level as claimed in claim 1, wherein one end of the limiting post inserted into the positioning hole is arc-shaped.
4. The self-adaptive tide level lifting wharf of claim 1, wherein a radial protrusion is radially arranged along the limiting column, and a spring is arranged on the lower end face of the radial protrusion and is fixedly connected to the lifting platform.
5. The self-adaptive tide level lifting wharf of claim 1, wherein the end wall of the lifting platform facing the shore base is hinged with a pedal;
a bracket is arranged on the lifting platform, and a pulley is arranged at the upper end of the bracket;
the pedal is connected with the limiting pile through a cable, and the cable passes through the limiting pile around the pulley.
6. The self-adaptive tide level lifting wharf of claim 1, wherein a track is arranged along the length direction of the slope of the fixed platform, and a traveling wheel mechanism is arranged along the bottom of the slope of the lifting platform, and the traveling wheel mechanism is positioned in the track; so that the lifting platform can walk along the fixed platform.
7. The automatic tide level adaptive lifting wharf of claim 6, wherein the traveling wheel mechanism comprises a fixed plate arranged along the length direction of the slope surface of the lifting platform, a wheel shaft is arranged along one end of the fixed plate close to the fixed platform, traveling wheels are arranged at two ends of the wheel shaft, and two traveling wheels are arranged at two sides of the fixed plate;
the track has vertical portion along its depth direction by the one side that is close to fixed platform ramp surface to and the straight portion that extends to both sides width direction along vertical portion, two walking wheels are located straight portion.
8. The self-adaptive tide level lifting dock of claim 1, wherein the fixed platform is provided with a step at an end near the shore base.
CN202110396104.9A 2021-04-13 2021-04-13 Lifting wharf capable of automatically adapting to tide level Active CN113062262B (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101322088B1 (en) * 2013-06-05 2013-10-28 (주)씨테크알엔디 A pontoon for small ship wharf
CN105544457A (en) * 2015-12-07 2016-05-04 国家海洋局第一海洋研究所 Small wharf capable of automatically adapting to tide level
CN105758496A (en) * 2016-04-20 2016-07-13 中国科学院电子学研究所苏州研究院 Water level measuring device and measuring method
CN108252264A (en) * 2018-04-08 2018-07-06 国家海洋局第海洋研究所 Slope slidingtype liftable harbour
TWM569422U (en) * 2018-05-04 2018-11-01 敦吉科技股份有限公司 High-reliability water level detecting device
CN209764192U (en) * 2019-03-27 2019-12-10 杭州慧亿科技有限公司 Real-time detection device for liquid level height of water tank

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101322088B1 (en) * 2013-06-05 2013-10-28 (주)씨테크알엔디 A pontoon for small ship wharf
CN105544457A (en) * 2015-12-07 2016-05-04 国家海洋局第一海洋研究所 Small wharf capable of automatically adapting to tide level
CN105758496A (en) * 2016-04-20 2016-07-13 中国科学院电子学研究所苏州研究院 Water level measuring device and measuring method
CN108252264A (en) * 2018-04-08 2018-07-06 国家海洋局第海洋研究所 Slope slidingtype liftable harbour
TWM569422U (en) * 2018-05-04 2018-11-01 敦吉科技股份有限公司 High-reliability water level detecting device
CN209764192U (en) * 2019-03-27 2019-12-10 杭州慧亿科技有限公司 Real-time detection device for liquid level height of water tank

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