JP2015224538A - Protective device for emergency - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a protective device for an emergency capable of performing Tsunami protection by surely guiding a protective weir to standing motion, even when its cylinder is in a state of being not possibly operated in time for a Tsunami attack in the middle of emergency operation before the Tsunami attack or the cylinder cannot possibly stand up by falling in a non-operable state by receiving influence by an earthquake before a Tsunami, while securing standing-up of the protective weir in an emergency such as the Tsunami and a high tide by equipment of the cylinder.SOLUTION: A protective device for an emergency is formed by arranging a protective weir rotatably installed on a dike of a river and an ocean, put in a falling-down attitude in normal time and put in a standing-up attitude by operation of a hydraulic type direct-acting cylinder such as a hydraulic cylinder and an electric cylinder in an emergency such as a Tsunami, a high tide and a flood, and the protective weir is constituted of standing safety guide means for urging standing-up in the emergency, regardless of whether or not motion of an operation system of the direct-acting type cylinder is in a standing-up attitude.

Description

  The present invention relates to an emergency protective device.

  There are various emergency protection devices that prevent tsunami and flood water from passing over the levee (breakwater) located along or away from the shoreline and the riverbank levee. Among them, the following technologies (overflow prevention devices) have been proposed as emergency protection devices in recent years.

  JP2011-179310

The overflow prevention device (emergency protection device) disclosed in Patent Document 1 can quickly activate the overflow prevention function at the time of flooding and can give people the opportunity to become familiar with the river Therefore, in the overflow prevention device provided on the embankment built along the river, it is pivotally attached to the top of the embankment and is in a substantially horizontal state at normal times. A deck arranged at the top and a bottom surface of the deck. The deck receives buoyancy from the river and follows fluctuations in the water level of the river, thereby rotating the deck and standing on the top. And a float to be provided.
These overflow prevention devices (emergency protection devices) can prevent flooding during floods by acting like a frame receiving buoyancy from a river flow that fluctuates in water level and raising the deck. It is possible to apply a method to the coastal breakwater to prevent water overflow from the tsunami, but this method uses the buoyancy of the tsunami current to make the deck stand up. Therefore, for example, if a large drifting object such as a ship, container, or house that flows along with the tsunami current gets on the deck before ascending, there is a risk that it will be difficult to stand up by pressing down, so it responds to the tsunami It may not be possible.
Therefore, the deck should be constructed so that it can cope with emergencies by using a direct acting cylinder such as a hydraulic cylinder instead of operating only with buoyancy caused by flooding or tsunami flow. Can be considered. However, if a system using a direct acting cylinder is used, normal operation is not always guaranteed before the tsunami strikes, and when the drive source or piping system is cut off due to the earthquake before the tsunami. There is a risk that the cylinder will not start and the standing of the deck is prevented, and as a result, water overflow is allowed.

  The present invention is intended to solve such a problem. While the standing of the protective weir in an emergency such as a tsunami or storm surge is ensured by the equipment of the cylinder, the cylinder is not Even if the situation is unlikely to be in time for the tsunami in the middle of an emergency operation, or it is not possible to stand up due to the influence of an earthquake before the tsunami, it is sure to guide the protective weir to the standing motion An object is to provide an emergency protective device capable of tsunami protection.

  In order to achieve the above object, the invention according to claim 1 is installed on a river or ocean embankment so as to be able to rotate, and in a normal state, it is assumed to be in a lying position. In an emergency such as a tsunami, storm surge, or flood An emergency protective device in which a protective weir is placed in an upright position by the operation of a fluid pressure type direct acting cylinder such as a hydraulic cylinder or an electric cylinder, wherein the protective weir is an operating system of the direct acting cylinder. It is characterized in that it constitutes a standing safety guiding means for urging to stand up in the emergency regardless of whether the movement is in a standing posture.

As described above, the present invention is installed on a river or ocean embankment so that it can rotate, and in a normal state, it is in a lying posture. An emergency protective device provided with a protective weir that is placed in an upright position by the operation of a moving cylinder, wherein the protective weir is related to whether or not the movement of the operating system of the direct acting cylinder is in a standing posture. It is characterized by comprising a standing safety guiding means that promotes standing in the event of an emergency, so that the standing of the protective weir in an emergency such as a tsunami or storm surge is ensured by the equipment of the cylinder, Even if the cylinder is in the midst of an emergency operation before the tsunami strike, it is unlikely that the tsunami will be in time, or even if it is not possible to stand up due to the influence of the earthquake before the tsunami It led to standing exercise can provide an emergency protection system capable of tsunami protection to.
The fluid pressure type includes oil pressure, water pressure, air pressure, and the like.

  The top view which shows the emergency protection apparatus at the time of peace which is one Embodiment of this invention.   The AA line expanded sectional view of FIG.   Explanatory drawing which shows the hydraulic circuit of embodiment of FIG.   Sectional drawing which shows other embodiment.   The side sectional view showing other embodiments.   The principal part expanded sectional view of FIG.   BB sectional drawing of FIG.   Sectional drawing which shows other embodiment.   The side cross-sectional schematic diagram which shows other embodiment.   The side cross-sectional schematic diagram which shows other embodiment.   The side cross-sectional schematic diagram which shows other embodiment.   The side cross-sectional schematic diagram which shows other embodiment.   The principal part expansion perspective view of FIG.   The side cross-sectional schematic diagram which shows other embodiment.   The side sectional view showing other embodiments.   The side sectional view showing other embodiments.   The side sectional view showing other embodiments.   The side sectional view showing other embodiments.   The arrow view which looked at FIG. 18 from the C direction.

Each plan described in each embodiment can be applied to other related embodiments.
FIG. 1 to FIG. 3 show an embodiment of the present invention. A tsunami (push-wave X / pull-wave Y) or storm surge is attached to a levee a such as a tide embankment or a breakwater installed slightly offshore from the coastline. It is about an emergency protective device that is configured as a countermeasure against the invasion. In these figures, the left side of the dike a is the inner bay side, the coastline side where the coastal dike and sandy beach are located, and the right side is the offshore side. The levee a includes a coastal levee provided in a form along the coastal road b indicated as a virtual line in FIG. 2 and a coastal structure such as a quay where ships can berth, and also includes a river shore embankment. It may be targeted. The levee a may be either newly established or existing.

A plurality of bearing bodies 1 are arranged in the longitudinal direction of the levee between the front and rear surfaces of the levee a. The bearing body 1 itself is a vertically divided type and can be united by a fastening device, and is fixed to the levee a side through the upper anchor 2 as a whole.
3 is a protective weir made of metal (steel, SUS, etc.) or resin. The front and rear wall plates, front swash plate, semi-circular rear plate, and opposite plates in the left-right width direction, etc. It has a horizontally long rectangular shape with a width of about 15 m and a hollow type with a thickness of about 30 cm and can float. This protective weir 3 is equipped with a floating loading material 4 such as foamed polystyrene inside its tip, and fulcrum shafts 5 project from both ends of the base so that it can be rotatably supported on the levee a by a combined bearing body 1. Has been.

Reference numeral 6 denotes a bottom seal plate, which is fixed on the levee a and prevents a tsunami flow from coming out between the levee a and the protective weir 3.
The front end surface 3a of the protective weir 3 is an obliquely downward surface so that it can easily receive the lifting force from below by the tsunami flow X, but it may be a vertical surface.
The rear end portion 3b of the protective weir 3 is rounded at least at a lower portion so as not to hinder the rotation at the time of standing.
Further, a rotation stopper 8 is projected on the tail end of the protection weir 3, and this rotation stopper 8 is connected to the embankment a when the protection weir 3 rises 90 degrees as shown in the drawing in the left column of FIG. The protective weir 3 is stopped in a standing posture by contacting the top.
A long front guard 9 protrudes from the upper front end of the protective weir 3 so as to extend over the entire width of the protective weir 3, and the front guard 9 is provided in a front-up shape as shown in FIG. Even if a flotation object c flows along with the tsunami flow X, it is received at the front rising portion as shown in FIG. If it is received in this way, the drifting substance c will not get on the protective weir 3 later, so that it is possible to prevent the floating and standing movement of the protective weir 3 from being hindered. The front guard 9 has a plurality of support columns 9a and a horizontal bar 9b which is horizontally connected so as to form an upper and lower stage. However, the front guard 9 has a hollow body shape similar to that of the protective weir 3. May be.
The upper surface of the protective weir 3 is not a metal surface or a plated surface, but a mortar construction exterior surface 10 similar to the levee a is applied, and the entire levee a including the protective dam 3 is unified with a concrete finish and is regarded as having no sense of incongruity. You may be made to do.

As shown in the side view of FIG. 2, when the front half of the protective weir 3 protrudes forward from the levee a, the levitation force due to the tsunami flow X is easily received. The latter half of the protective weir 3 is spaced from the levee a so that the tsunami current X can easily enter and the buoyancy can easily act.
Further, the plurality of protective weirs 3 are fixedly arranged so as to be freely rotatable by the bearing body 1 so as to be arranged in a row at a slight interval in the longitudinal direction of the levee a. The side seal materials 12 provided on the left and right sides of each protective weir 3 are in close contact with each other. These protective weirs 3... Are driven to move up and down between lying down and standing by a linear cylinder 14 supported on the front surface of the dike a in a middle trunnion manner with a bracket 11 fixed to the dike a by a front anchor 13. It has become. The cylinder 14 includes a main body 15, a piston 16, and a rod 17, and is connected to a bottom bracket 20 fixed to the bottom surface of the protective weir 3 through a rod end 19 through a rod shaft 19.

The cylinder 14 is connected to one protective weir 3 by a plurality (two) so as to be freely driven. A single drive unit 22 for driving the cylinder 14 is housed and sealed in a seismically strengthened state in a metal unit box 23 embedded in the upper surface of the levee a. As illustrated in FIG. 3, the drive unit 22 includes a single drive source 24 driven by a commercial power source from land, a storage power source using photovoltaic power generation, or an engine (including a fuel cell using hydrogen), and this drive. The hydraulic pump 25 is driven by the power source 24, and is composed of one switching valve 26. The switching valve 26 and each cylinder 14 are connected by piping. In the cylinder 14, d is the pressurization (inflow) side when standing, and e is the back pressure (outflow) side when standing. The drive source 24 is started by remote automatic operation from the land side in response to a tsunami warning.
In particular, a counter balance valve (stand-up safety guiding means) 28 is provided on the piping that forms a path that returns from the cylinder 14 to the switching valve 26 during the standing-up operation, as shown in FIG.

In the normal state, the emergency protective device is in a state of being fixed and awaited as a solid line in FIGS. 1 to 3 in which the cylinder 14 is shortened so that the protective weir 3 is horizontal and the front half protrudes forward. When the tsunami current (push wave) X is warned, the direct-acting cylinder 14 is controlled to start, and the protective weir 3 rises from a horizontal standby state to a vertical protective posture. Even if the tsunami flow X crosses the protective weir 3 even if it is prevented from being carried over to the land side, the tsunami flow X will be greatly attenuated by the resistance of the protective weir 3 and will attack You can delay the time and take longer evacuation time.
Since the front guard 9 extends from the upper end of the protective weir 3 toward the land side as indicated by the phantom line in FIG. 2, there is no possibility that the drifting object c is caught on the land side. If a water flow system such as a horizontal bar type or a perforated type is used, even if the drifting substance c tries to cross over, water will escape from the bottom, making it difficult to cross over. On the other hand, even if a drifting object tries to cross the protective weir 3 along with the pulling wave Y, it can be prevented from being caught by the front guard 9 and flowing offshore.

In some cases, the cylinder 14 operates normally and is completely in a protective state before the tsunami, but the start of the cylinder 14 is delayed or the operation time is long, and the tsunami flow X strikes during the operation. It is also assumed that it will end up. Even in such a case, the protective weir 3 protrudes forward from the dike a and is lifted, and the counter balance valve 28 is provided on the e-side pipe as a standing safety guiding means. Since the internal fluid (oil) is extracted by the acting relief function, the protective weir 3 can be easily pushed up and the rising tsunami flow X can be stopped.
The function of guiding the standing up of the protective weir 3 by the counter balance valve 28 is also exhibited when the cylinder 14 becomes inoperable due to damage to the drive unit 22 due to an earthquake that occurs before the tsunami. The standing safety induction function is a working fluid relief control system.
In addition, as shown in the right column of FIG. 1 and FIG. 2, the jetty part 29 higher than the dike a is integrally formed on the dike a, and the protective weir 3 that can be moved up and down is provided between these plural places. You may do it. A side seal material 12 is provided at the side end of the protective weir 3, and the intermediate portion of the fulcrum shaft 5 is fixed to the back of the jetty portion 29.

In addition to such a control method using the counter balance valve 28, the protective weir 3 can be safely raised by another working fluid relief control method shown in FIG. In this system, as shown in the right column of FIG. 4, a check valve (stand-up safety guiding means) 33 with a spring 32 is built in the piston 16 to pressurize the pressurization (inflow) side d during stand-up. When the back pressure (outflow) side e at the time of standing is pressurized by the lifting force applied to the protective weir 3 as shown by the arrow U, it is opened and the internal fluid (oil) is controlled to flow in the d direction. .
When the cylinder 14 is not started due to an earthquake or the like and the subsequent tsunami flow X causes the pulling force U, or the cylinder 14 is activated by the tsunami warning, the tsunami flow X attacks in the middle When the lifting force U is applied, the protective weir 3 can be lifted with a light force immediately with the help of the buoyancy by the above control, so that a standing posture can be obtained. As a result, the tsunami flow X and the drifting material are prevented from overflowing.
If the rod 17 is a double rod type as shown by the broken line, the cross-sectional area of the d side and the e side will be the same, so the oil on the e side will easily flow to the d side, making the rod 17 easier to operate and protection. The weir 3 is also easy to stand up without stopping on the way.
In addition, the cylinder 14 is single-acting and is returned by a heavy rotational force acting on the protective weir 3 that is stopped in a slightly forward tilted posture during the test, as shown in the left column of FIG. A single-acting forced-return type with a built-in spring 34 may be used.
Furthermore, if the rod shaft 19 of FIG. 4 is a shear pin type that is cut by a constant lifting force U, for example, even if the piston 16 malfunctions in an emergency, the protective weir 3 is forced to have a force U by cutting the rod shaft 19. It will be lifted and raised by itself.

5 to 7 show an embodiment of the standing safety guiding means using a mechanical detachment method. The bearing body 1 is arranged on the levee a and the fulcrum shaft 5 is inserted into the bearing body 1 so that the protective weir 3 can be raised and lowered. The direct acting cylinder 14 for raising and lowering can be swung by the bracket 11. In addition, rollers 38 are provided on both sides of the rod shaft 19 passing through the rod end 18. On the bottom surface of the protective weir 3, angle-type and paired roller receivers 39 are provided. It is designed to be fitted so that it can rotate freely and can be pulled out downward. The roller receiver 39 is notched between the widths, and this notched portion prevents the rod 17 from hitting the roller receiver 39 when the protective weir 3 stands up as shown in FIG. As shown in phantom lines in FIG. 5, the cylinder 14 is replaced with an electric cylinder (actuator) constituted by a drive motor, a ball screw rotated by the same motor, and a ball screw nut driven forward and backward by the rotation of the same screw. May be configured. The roller receiver 39 may have a U-shaped frame shape as shown in the right column of FIG. Further, as shown in FIG. 8, the protective weir 3 side may be easily removed from the roller 38 side by sticking a rubber layer material 40 to the inner surface of the roller receiver 3.
A panel receiving frame 41 may be installed on the protective weir 3 and a solar panel 42 may be installed. In this case, the panel frame 41 may be provided with a power storage control device or provided with a function as a stopper when the protective weir 3 stands on the panel receiving frame 40.

FIG. 9 shows another embodiment of the standing safety guiding means adopting a mechanical separation system. In the embodiment, a roller receiver 46 is integrally formed in the bottom portion of the protective weir 3 supported rotatably on the fulcrum shaft 5 and the roller 47 is fitted therein. In the case where it does not operate or operates, but when a tsunami strikes before that, the protective weir 3 is lifted and separated from the cylinder 14 on the roller 47 side so that it stands independently. The roller receiver 46 may have a U-shaped concave shape. However, if the roller receiver 46 has a trapezoidal concave shape as shown in the drawing, the above-mentioned separation becomes easy.
In addition, 48 is a lock stand, 49 is a lock groove body, and since the protective weir 3 is maintained in an upright posture, the protective weir 3 does not fall forward even if a pulling wave strikes from the left side of FIG. To fulfill.

FIG. 10 shows another embodiment of the standing safety guiding means adopting a mechanical separation system. In this embodiment, a roller 52 is provided on the side of the protective weir 3 that is rotatably supported by the fulcrum shaft 5, and a roller receiver 53 is provided on the cylinder 14 side.
Note that a front guard 54 having a hollow shape similar to that of the weir 3 is raised at the front end of the protective weir 3 to make a strong guard that easily generates buoyancy. Although the front guard 54 is hollow, the front guard 54 may be mounted separately from the protective weir 3. Reference numeral 57 denotes a stopper when standing.
FIG. 11 also shows another embodiment. The protective weir 3 and the cylinder 14 side of the same embodiment are connected by a magnet-type detaching tool 56 so that the lifting force by the tsunami flow works, so that the protective weir 3 is detached and stands up.
A protective part 3a is provided at the front end of the protective weir 3 so as to be integrally or separately and projecting forwardly downward. By providing this protective part 3a, the tsunami current X can be easily held and buoyancy can be achieved at an early stage. Becomes easier to act.

FIG. 12 and FIG. 13 show another embodiment of the standing safety guiding means using a mechanical detachment method. In the embodiment, a bracket 59 is provided at the bottom of a protective dam 3 that is a hollow type and is provided on the fulcrum shaft 5 so as to be rotatable, and the rod 60 of the cylinder 14 on the front side of the bank a is connected. 14 is removably inserted into a cylinder holder 61 fixed to the front of the levee a, and when the cylinder 14 is not activated due to an earthquake or the like, it is removed by lifting force so that the protective weir 3 is caused to stand up. It is.
In this embodiment, the pipe 63 connecting the drive unit 62 and the cylinder 14 is flexible so that the pipe 63 is not pulled or damaged during the removal.
As shown in the right column of FIG. 12, the roller receiver 65 on the protective weir 3 side can be fitted to the roller 64 on the cylinder 14 side so that the roller receiver 65 can be detached, thereby improving safety.
FIG. 14 shows another embodiment of the standing safety guiding means adopting a mechanical separation system. In the embodiment, a cylinder in which a protective weir 3 having a front guard 54 at a front portion and a stopper 57 at a rear portion is provided on a top surface of a levee a so as to freely rotate and is connected to a bottom bracket 59. 14 is configured by a bracket 68 and a cylinder pin 69 as a method for supporting the cylinder 14 on the side of the levee a. In particular, the cylinder pin 69 is separated from the bracket 68 by a levitation force applied to the protective weir 3 during a tsunami. The protective weir 3 is allowed to stand up and ready for protection. Therefore, even when the operating system of the cylinder 14 is not operated due to an earthquake, the cylinder 14 is automatically erected if the levitation force acts on the protective weir 3. In the type in which the protective weir 3 is automatically separated from the cylinder side and stands up as in the embodiment shown in FIGS. 5 to 14, the debris caused by the tsunami flow that comes after standing up is Since it accumulates ahead, it is assumed that the protective weir 3 maintains a standing state and exhibits a protective function when a pulling wave strikes. As shown in the right column of FIG. 14, the roller receiver 65 on the protective weir 3 side can be fitted to the roller 64 on the cylinder 14 side so that the roller receiver 65 can be detached, thereby improving safety.

  FIG. 15 is a proposed example of the same content in that the protective weir 3 is provided in parallel to the upper surface of the flat levee a, as in the above embodiment, but the difference is that the diagonal is located at the front of the levee a. A downward cylinder hole 70 is formed, and the cylinder 14 is inserted therein. The cylinder 14 can be protected. Reference numeral 71 denotes a pulling stopper which is a check member such as a link chain.

  FIG. 16 shows an embodiment in which the upper first half of the dike a is a stepped portion 73 that is lowered, and the protective weir 3 is provided in the stepped portion 73. Although the cylinder 14 is provided outside the front surface of the bank a, the cylinder 14 may be provided in the cylinder hole 70 as shown in FIG. As shown in the left column of FIG. 16, the reinforcing cover frame 74 having a rising lip shape is fixed so as to be in contact with the stepped portion 73 and the front surface of the levee a, thereby fixing the levee a from the earthquake. In this case, startability is ensured by protecting the drive unit 75 that integrates and accommodates the bearing body 1 in the rear angle portion of the frame 74 or the unit box 74b with the lid 74a from the earthquake. can do. The reinforcing covering frame 74 is long in the longitudinal direction of the levee a and is a bent frame, so that the levee a is very strongly protected. The frame 74 is firmly fixed to the levee a side by the upper anchor 2 and the front anchor 13.

18 and 19 show another proposed example. In this example, a guide frame 76 having an open front and rear surface and an upper end is attached to the front surface of the levee a. An auxiliary protective weir 78 is provided that extends upward by the cylinder 77. The auxiliary protection weir 78 is hollow so that a levitation force is generated, but an auxiliary levitation promoting plate 79 is provided on the front surface. When the cylinder 77 does not start or is in the middle of levitation, the counter balance valve or the like is used. By ensuring that the auxiliary protection weir 78 is lifted without permission, the tsunami flow X and the drifting material can be reliably captured. In addition, the said guide frame 76 is constructed | assembled by the combination of the vertical frame material which is I-shaped steel, and the bottom frame material which is groove-shaped steel, and is attached to the front of the levee a.
Here, the cylinder 77 can be configured so as to be able to perform relief control as shown in FIG. 3 or FIG. 4, and each of the examples shown in FIGS.

  a ... bank 3 ... protective weir 5 ... fulcrum shaft 14 ... direct acting cylinder

Claims (1)

  It is installed on a river or ocean dike so that it can rotate, and in a normal state, it is in a lying position. In the event of an emergency such as a tsunami, storm surge, or flood, it stands up by the operation of a hydraulic cylinder such as a hydraulic cylinder or electric cylinder. The protective weir is provided with a protective weir, and the protective weir is a stand-up that prompts to stand up in the emergency regardless of whether or not the movement of the operating system of the direct acting cylinder is in a standing posture. An emergency protective device comprising a safety guiding means.

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