JP2015510064A - P-type rectangular system (PSS) - Google Patents

Abstract

The present invention relates to a hydrotechnical system that can suppress tsunamis of any size and is primarily for the protection of human, animal, building, infrastructure, sea and marine coastal environments. The present invention consists of a PSS system made from one or more reinforced concrete pipes (preferably having a rectangular portion) (A) for draining / withdrawing tsunamis (TW). The PSS system comprises a water intake gate (B) for a tsunami (TW), a drainage gate (C), and two floats (D) and (E), and the tsunami enters and exits the PSS system. enable. The entire tsunami protection system can be built using a number of PSS pipes with one or more intake gates and drain gates as required. This PSS system can also be used to protect against storm surges and coastal erosion. [Selection] Figure 18

Description

TECHNICAL FIELD The present invention relates to a hydraulic engineering system, and can be used in a marine coastal zone to suppress a tsunami, and includes humans, animals, buildings, infrastructure, natural environments, and construction environments. Works for protection of the sea, as well as protection against coastal erosion.

  Such a system for suppressing a tsunami has not yet been developed, and the prior art related to this is not very efficient.

  The benefits of the P-Squared System (PS Squared System (PSS System)) are the perfect protection and perfect removal from the effects of damaging tsunamis, as well as maintaining the ocean / sea view and landscape, underwater and on the beach It is intended to be able to perform surfing, fishing, swimming, diving, motor boating and other sports activities.

  Furthermore, the PSS system creates a variety of activities and creates new concepts and ideas for protection against natural phenomena to eliminate disasters.

  The disadvantage of PSS is probably related to paying a large number of employees for maintenance of this system, and the development is also relatively expensive, which means that it requires labor by many people means.

  Abbreviations are listed at the end of the specification.

The float / pump (D) is shown. It represents four stages of ocean water levels a, b, c and d. Section I is represented by three regions. It simply represents Section II, which contains the closest part of PSS (A). FIG. 1 represents section III of FIG. Represents the formation of a tsunami (TW) after ocean water has receded from the shore. Part of the tsunami (TW) (a). Represents intake gate (B). The figure of a gate (B) is represented. Fig. 4 represents another view of the intake gate (B). Fig. 3 represents a typical view of the gate hinge of the intake gate (B). Represents the normal high tide level (HTL) of the ocean (a). The theoretical size of a tsunami (TW), a, b, c,. . . represents g. A logical representation of how a tsunami (TW) develops and how it is released into the PSS tube. It encourages a re-recognition of the principle of communication pipes that play a fundamental role to relieve their power during the tsunami release. Although similar to FIG. 14, it differs in that it is closer to reality. Descriptive depiction of tsunami formation after seawater recedes. For the sake of explanation, it represents something closer to reality. Represents the intake gate (B) and its locking / unlocking system. 1 represents a float / pump (D) with a drive arm for unlocking (a). The detail about a drainage gate (C) is represented. It shows how the drain gate (C) is unlocked and locked. Gate drain (e) for opening, closing and locking drainage gate (C), closing and locking, its cable (f), and stopper (g) in PSS pipe wall Represents details. The details of the float (D) will be described. Represents float / pump (D).

  In the following, the invention and its components and how it functions will be described in more detail.

  The PSS system can be built to cover any coast length desired by the beneficiary. It consists of a rectangular drainage pipe (A) (or several pipes adjacent to each other) (see Fig. 1 or Fig. 18), which is placed under the actual seafloor in the coast and extends offshore off the ocean, its length Is variable based on coastal slopes or conditions, and other dimensions benefit from how much tsunami magnitude (wave height) you want to protect against (5m, 10m, 20m, 50m or more) Based on the choice of the person.

  The drain pipe is made of reinforced concrete and consists of pre-made parts that can be extended into the ocean as much as necessary. At the end closest to the shore, the PSS tube has a gate (B) in FIG. 18, which opens upward from its intermediate shaft driven by the floater (D) in FIG. The float is adjusted so that this gate opens when the tsunami reaches the minimum critical height.

  The PSS tube has another gate (C), which has a hinged shaft at the top and opens upward (see FIG. 18). The opening and closing of the gate is driven by the internal float (E) in FIG. 22 in the PSS tube. The driving of the float (E) is performed when the PSS pipe is filled with tsunami drainage by 85% to 95%.

  It is preferred that the PSS tube empties water when the first tsunami is discharged into the PSS tube and out of it.

  The float (D) includes an air pump that pushes water out of the PSS tube when the PSS tube is closed.

  When the ocean water returns to its normal level (water level) and the tsunami is no longer dangerous, the PSS system is sealed and the air pump begins to pump, pushing the remaining water out of the PSS pipe, Prepare for upcoming conservation activities.

  Occlusion of the PSS system can be done manually using an electromechanical system or a pneumatic tank can be mounted inside the PSS tube, and the pressure from this pneumatic tank can be used to close the gate of the system . The interior of the PSS tube can be checked periodically through an opening in the top of the PSS tube.

  To better understand how the PSS system works, it is shown in 25 drawings, which include most of its components in close proximity to its function.

  FIG. 1 shows the basic components of a PSS system, which is divided into five sections, denoted here by the symbols I, II, III, IV, V from left to right.

  Section I refers to a commercial / residential area and part of a beach.

  Section II represents the first part of the PSS system with the rest of the beach and the intake gate (B).

  Section III represents the second part of the PSS system, represents the drain gate (C), and also shows the float / pump (D) that can be provided on top of the PSS tube.

  Section IV represents the region where the tsunami (TW) increases in height after the retreat of ocean water (ROW) to form the wave front (TWC).

  Section V represents a series of tsunamis, with ocean water levels falling and another wave continuing.

  In FIG. 1, the float / pump (D) is shown and its position can vary based on the bottom of the seabed and the magnitude of the tsunami. The float (E) is inside the PSS tube.

  FIG. 2 represents the four stages of ocean water levels a, b, c and d.

  a. Normal sea level (HTL) at high tide. To determine where the intake gate height should be, the HTL must be taken into account because it is the PSS pipe height “0”, at which design and construction begins. The The low tide level (LTL) must also be taken into account.

  b. Water retreat water level (WRL) before the tsunami is formed. It is important to predict where this will come (it will not always be the same) because it is probably the best position where the PSS tube ends, and its slope is between 1% and 3% It is estimated.

  c. Tsunami (TW) formation.

  d. The best tsunami wave front (TWC). It is also important to know this because a water intake gate must be provided at a location not far from it.

FIG. 3 represents section I in three regions:
a. Coastal developed commercial and residential areas.
b. The beach.
c. High tide level (HTL).

  FIG. 4 simply represents section II, which includes the closest part of PSS (A), with a water intake gate (B) with an opening (a) on the shore. The intake gate opens from about 70 ° to 75 ° and can be discharged into the PSS pipe if the height of the tsunami (TW) is too high, and the tsunami goes behind the intake gate (B) Absent. SF is the sea floor.

  FIG. 5 represents section III of FIG. 1 and shows a series of PSS tubes (A) and a drain gate (C). The slope of the ocean floor (OF) extending to the bottom of the PSS tube (A), the HTL, and the height of the tsunami wave front (TWC) are also shown. The bottom of the PSS tube must be higher than the ocean floor.

  FIG. 6 represents the formation of a tsunami (TW) after ocean water has receded from the shore.

  FIG. 7 represents a part of the tsunami (TW) (a), followed by a drop in water level (b) followed by another wave.

  FIG. 8 shows a water intake gate (B), and its main parts are (a) a main shaft, (b) a structural frame truss, and (c) a hinge.

  FIG. 9 shows a view of the gate (B) where the truss is not flat and the dimension l1 is larger than the dimension l2 (11> 12), the bottom or rear is heavier and the gate lock is The feature is that it can be easily opened once it is released.

  FIG. 10 represents another view of the intake gate (B), representing a side view of the truss (a) and a better view of the hinge (b). Again, 11> 12.

  FIG. 11 shows a typical view of the gate hinge of the intake gate (B), which can also use ball bearings.

  FIG. 12 represents the normal high tide level (HTL) of the ocean (a), and (b) shows how the normal wave breaks due to the rotation of the water flow inside it. (C) shows the linear movement of the water flow of a tsunami (TW). This is why tsunamis are so dangerous.

  FIG. 13 shows a theoretical size of a tsunami (TW), a, b, c,. . . represents g and represents its maximum height (h) from its formation, lambda (λ) is the length of the wave.

  FIG. 14 shows a logical expression of how the tsunami (TW) develops and how it is released into the PSS tube, (h) is the height of the tsunami (TW), number 1 And number 2 indicate how the water flow of the tsunami (TW) mixes with that already flowing out of the PSS tube (where the water flowing out of the tsunami and the PSS tube begins to rotate with each other), (a), ( b) and (c) represent the tsunami (TW) in three stages.

  FIG. 15 encourages re-recognition of the principle of the conduit that plays a fundamental role to relieve its power during tsunami emission.

  FIG. 16 is similar to FIG. 14, but differs in that it is closer to reality.

  FIG. 17 graphically illustrates the formation of a tsunami after seawater has receded. Here, the float / pump (D) is driven, because the ocean water is retracted and the float (D) unlocks the intake gate (B). The drain gate (C) is locked at this stage. Reference numeral 1 represents an aerial photograph of the ocean or sea HTL, and reference numeral 2 represents a WRL before the formation of a tsunami (TW). When the float / pump (D) is lowered, the intake gate opens.

  FIG. 18 represents something closer to reality for explanation. There is a wave longitudinal section AA, a transverse line XX, and a PSS tube section NN. TW is a tsunami, and symbol 1 represents the wave front. (A) represents a PSS pipe, (B) represents a water intake gate, (C) is a drain gate, and (a) is a PSS when the drain gate is driven and opened by the float (E) in FIG. The water level in the pipe.

  FIG. 19 represents the intake gate (B) and its locking / unlocking system. FIG. 19 shows details of (a) window, (b) access cap, (c) drive fork, (d) drive lever clamping bolt, (e) lever shaft and (f) rubber seal for gate (B). .

  FIG. 20 shows a float / pump (D) with an unlocking drive arm (a), the gate (when the unlocking drive arm (a) is pressed down and (b) lifted by a wave. Open B). When the water moves backwards before the tsunami formation, the float / pump system drives the arm (a) to unlock the gate (B), and if the water does not move backwards and the tsunami exceeds the normal water level The float (D) drives the arm (b) to unlock the gate (B). In the figure, the main shaft (c) of the float (D), the adjustment shaft (d) of the drive arm (b), the drive fork (e), the metal muff (maff) (f), the adjustment lever (g) and the lock release Shaft (h) is also represented.

  FIG. 21 shows details about the drain gate (C), (a) shows the hinge, (b) shows the resistance of the gate (C) and a metal muff for lubrication, and the axle (c) shows the gate ( Enable rotation of C). The symbol (d) represents the cylindrical housing of the main shaft system for unlocking, the frame reinforcing bar (e), the rubber packing (f) for the gate (C), and the pulley (g) for closing the drain gate (C). And a lock system (h) extending to the sea surface and connected to a spherical float (i).

  FIG. 22 shows how the drain gate (C) is unlocked and locked. (E) is an internal float (see FIG. 22), which unlocks the gate (C), and (i) is a float that maintains the cable on the water surface. When the danger of the tsunami leaves, the drain gate (C) is locked by pulling the cable (h) and the float (i) upward.

  FIG. 23 shows a gate pulley (e) for opening, closing and locking the drain gate (C) (not in the horizontal position), its cable (f), and a stopper in the PSS tube wall. Details of (g) are shown.

  Figure 24 shows details about the float (D), where (a) represents the guide shaft, which unlocks the intake gate (B) of the PSS system when the tsunami exceeds the selected height A threaded bolt for adjusting the float (D) to a specific height. The float / pump (D) has sliding groove (c) and convex (d) guides to prevent rotation of the float. (B) represents adjusting screws for the float (D) and the float guide shaft (a).

  FIG. 25 represents the float / pump (D), where the pump piston (a), together with the body (d), pumps the air entering the pipe (b) through the duct (g) and the valve (f). From there, the air travels through the valve (c) into the PSS tube (A) to push the accumulated water from the tube (A) through the duct (e) and prepares for further work.

  In order to construct a PSS pipe, it is necessary to use high quality concrete.

  It is probably best to use type 316 or higher stainless steel in all metal parts to construct the PSS tube. All materials including seals, gaskets and cables must be made from materials that are resistant to corrosion, solar radiation, and aging for efficient function.

  1, FIG. 2, FIG. . . Represents the number of the drawing.

(A)-PSS pipe (B)-Intake gate (c)-Drain gate (D)-Floating / pump (the lock on the intake gate is also released)
(E)-Floating to unlock the drain gate (inside)
PSS-P type rectangular system (P Squared System)
HTL-High Tide Level
LTL-Low Tide Level
WRL-Water Retreat Level
TWC-Tsunami Wave Crest
TW-Tsunami Wave
SF-Sea Floor
OF-Ocean Floor

Claims (6)

  A hydraulic engineering system for protecting coastal areas by sending the entire amount of waves back to the ocean against tsunamis, storm surges and overseas erosion, which is a reinforced concrete pipe with intake gate (B) and drain gate (C) (A) mainly, both the gates have structural resistance characteristics, the water intake gate (B) is unlocked by a floating pump (D), and the drain gate (C) by an internal float (E) The lock is released, the float (D, E) is driven first by tsunami or storm surge, and secondly driven by the seawater level accumulated in the pipe (A), and the intake gate (B) The drainage gate (C) is provided on the upper wall of the pipe (A) at the end proximal to the coastline, and the drain gate (C) is located at the end of the pipe (A) distal to the coastline. On the top of the The pipe (A) is disposed below the bottom of the ocean and has a slope smaller than the slope of the bottom of the ocean, and the drain gate (C) is located on the bottom of the ocean where the bottom wall of the pipe (A) is located. Above, the drainage gate (C) is driven to allow the accumulated amount of water to be recirculated into the ocean.   The hydraulic engineering system according to claim 1, wherein the pipe (A) is made of a sealed reinforced concrete part as its own system, and has two metal frames for the gates (B, C). These metal frames can extend outwards, and a number of springs are mounted on these metal frames to quickly open the gates (B, C), allowing wave recirculation, and the tube (A) Inside, this pipe (A) is provided with a pipe complex composed of a plurality of pipes, and this pipe complex is inserted into the pipe (A) in order to discharge the remaining water. A valve, connected to an external pump of the floating pump (D) mounted on the upper part of the main body of the pipe (A), and the design of the pipe (A) is a viewing window, a pressure gauge indicator, a salinity concentration and a thermometer Using elements such as indicators and ocean research rooms Based on the protection conditions, it can be connected in parallel, vertical and in series with other pipes (A) for the purpose of improving safety, other applications, marine research, drainage and flood drainage performance. A hydraulic engineering system that can deal with earthquake motion and geographical deformation.   2. The hydraulic engineering system according to claim 1, wherein the intake gate (B) is made of stainless steel, is driven by the floating pump (D), and traverses the longitudinal direction of the pipe (A). The intake gate (B) has a shaft at an intermediate unbalanced position so that the intake gate (B) is larger than the intake gate (B). The rear part is lowered while the smaller front part is allowed to rise and opens to an angle of 60 ° to 70 ° with respect to the horizontal surface of the ocean and stops. Further, the intake gate (B) is separated from the wall behind the gate. Protruding enclosed truss, which is placed perpendicular to the axis of the shaft and can discharge the excessive amount of wave water and guide it inside the tube (A) Parallel water A lever assembly consisting of a plurality of levers connected to the outer floating pump (D) as a part of its own system, creating a channel and at the same time increasing the structural resistance of the intake gate (B) Hydraulic engineering system that includes the body and unlocks the intake gate (B) before opening the intake gate (B).   2. The hydraulic engineering system according to claim 1, wherein the drain gate (C) is made of stainless steel, is attached to a shaft at the top of the pipe (A), and is opened when the lock is released. In order to make it easier to install, it is installed at an angle, and the inside is constituted by a number of perforated trusses so as to keep the internal air pressure constant to prevent twisting, and the drainage gate (C) is a part of it. The lock is released through a lever system and connected to the internal float (E). When the float detects the maximum water level inside the pipe (A), the drain gate (C) is unlocked and 2 Open to the maximum horizontal position stopped by two side stoppers, and the ocean water pressure acting on the air bubbles existing inside the drain gate (C) causes the drain gate (C) to The drainage gate (C) opens to the maximum horizontal position when moved in the direction, and then the drainage gate (C) is closed by pulling up a float (third one), and the float is connected to a cable, A cable that reaches the ocean surface and floats, passes through a pulley mounted on the drain gate (C), has a second end that is fixed at the bottom of the tube (A) only after a tsunami or other event. Engineering technology system.   It is a hydraulic engineering system of Claim 1, Comprising: The said water intake gate (B) is driven by the floating pump (D), this floating pump (D) is made from stainless steel, and the pipe (A) Attached to the outside of the rear wall, the floating pump (D) is used to unlock and open the intake gate (B) first when the water level rises and / or falls Lever system, secondly, a threaded drive shaft that can adjust the distance of the vertical movement of the floating pump (D), and thirdly, the lever system can be moved up and down inside A cylindrical guide shaft component, and fourthly, a pump system, wherein the pump system drives the pump in the up-and-down motion generated by a normal wave, and the inside of the pipe (A) Pumping air, while being watertight, raises the air pressure inside the tube (A) and forces water out through a pipe system with a pneumatic relief valve, the pneumatic relief valve being the floating pump (D ) Is connected to the pipe system from the outside pump, and the floating pump (D) is disposed on the pipe (A). The hydraulic engineering system according to claim 1, wherein the drain gate (C) is driven by the internal float (E) made of stainless steel, and the internal float (E) includes a plurality of levers. It is mainly composed of a lever assembly and a rectangular float, and the rectangular float (E) is provided on the rear wall inside the inner pipe (A), and is disposed in the vicinity of the intake gate (B). When the internal float (E) detects that the pipe (A) is almost filled, and the internal float (E) detects that the water pressure in the interior is substantially balanced with the water pressure from the outside, the drainage A hydraulic technique in which the lock of the gate (C) is unlocked by the internal float (E), ready to open, and the water accumulated inside the pipe (A) can be recirculated into the ocean system.

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