JP2006283505A - Water overflow preventing device and water overflow preventing method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To prevent an overflow of a river and a flood by installing a simple, light-weight and durable water overflow preventing device on a dike, etc. <P>SOLUTION: The water overflow preventing device comprises a plurality of continuously installed quadrangular frame bodies (10) structured with walls extending in a vertical direction. A bottom sheet (14) extends from a lower end part of the front side frame. A guide strip (11) for driving an anchor pin is provided at each corner of each frame body. Connecting means (12) are provided at both ends of the device so that the device may be connected to another device. The device is foldable so that it may be stored in a warehouse, etc. of an autonomous community at normal times without occupying a wide space. When the river water is swollen, the device is spread out and installed where it is needed, and is used after loading earth, sand, sandbags, etc. onto the bottom sheet. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a flood prevention device and a flooding method, and more particularly, to a device and a method for preventing flood damage by quickly and easily constructing a flood prevention wall against flooding of a river.

  Conventionally, a sandbag construction method and a dam construction method have been used as measures for preventing overflow of rivers and the like. The stacked sandbag type is a method of creating many sandbags filled with soil and stacking them on the top of the dike along the river. The sandbags are provided in two or three rows in the front and rear, and the sandbags are filled with soil, and steel piles are skewered from above to fix the sandbags. According to the disaster prevention guide, 140 sandbags and 40 steel piles are required per 10 m, and work by 20 people is required. Many sandbag bags are usually prepared in local warehouses, etc., and the bags are filled with soil when the rivers are flooded.

  In addition, the dam construction method is a construction method in which a wooden pile is driven along the river at the top of the dike and a board is passed over this to form a dam, and soil and sandbags are built inside to prevent overflow. According to the guide, 20 people per 10 m, 12 plates, and a considerable number of sandbags are required.

  However, the sandbag type construction method requires enormous human resources and takes time and effort. In addition, the dam construction method requires a large amount of personnel, labor and time for the transportation of materials such as heavy wooden boards and the construction of the dam. In fact, these operations must be done in heavy rains, and involve great effort and difficulty. In addition, after the danger has passed, the sandbag is torn and the soil inside is discharged, but the sandbag bag is basically discarded after being used once, which is costly and unfavorable to the environment.

  In view of such problems, the present invention constitutes a folding water overflow prevention device using a lightweight material, is easy to transport, dramatically reduces assembly time, can be installed by a small number of people, and is robust. An object of the present invention is to provide a water overflow prevention device that secures water stoppage with a stable structure and a water overflow prevention method using the same.

  In order to achieve the above object, the present invention is a water overflow prevention device that is installed when a river or coast increases, and has a configuration in which a plurality of square frames that are configured by walls extending in the vertical direction are connected in series. The most important feature is the preparation.

  In this overflow prevention apparatus, it is effective to have a bottom sheet extending from the front lower end of the apparatus having a width at least halfway in the apparatus front-rear direction over the entire longitudinal direction of the apparatus. In addition, it is effective that the front and rear walls of the frame body bend at an intermediate portion thereof so that the entire body can be folded small.

  In addition, it is effective to provide connection means for connecting to other overflowing devices at the left and right ends of the device. In addition, it is effective to provide guide means for guiding the pile in the vertical direction at a part or all of the corners of the frame.

  It is also effective to provide hook means for lifting the device at the upper end of the frame or in the vicinity thereof. In addition, it is effective to use a strong panel material for at least the left and right walls of the frame.

  Furthermore, the overflow prevention method according to the present invention is characterized in that any of the above overflow prevention devices is installed on a river or a coast, and the frame body is filled with soil, sandbags or other heavy objects.

  By constructing a water overflow prevention device by connecting a plurality of square frames composed of walls extending in the vertical direction, the device is installed on a dike, and the soil and sandbags are packed inside the frame to overflow the water. A prevention wall can be constructed. In addition, by extending the bottom sheet from the lower end on the front side of the device, it is possible to load the soil and sandbag on the bottom sheet during installation, and to fix the device. And sandbags can be easily discharged.

  In addition, when the front and rear walls of the frame body are bent so that the entire apparatus can be folded small, it is possible to save space in a normal storage place and to easily perform work at the time of installation. In addition, by providing connection means for connecting to other devices at both ends, it is possible to connect a plurality of overflow prevention devices to form a wide overflow prevention wall.

  Moreover, when the guide means which guides a pile is provided in the corner | angular part of each frame, it can insert in a bank through a pile here and can fix a water overflow prevention apparatus firmly. In addition, when a strong panel material is used for the left and right walls of the frame body, the frame body is prevented from being bent or deformed during installation, and a water overflow prevention wall having a strong structure can be configured.

  Furthermore, in the overflow prevention method of the present invention, a quick, strong and reliable overflow wall can be constructed simply by installing the device on a river or coast and filling the frame with soil or sandbags.

  The best mode for carrying out the present invention will be described in detail below with reference to the drawings.

  FIG. 1 is a perspective view showing a configuration of a water overflow prevention device according to the present invention, FIG. 2 (a) is an elevation view, and FIG. 2 (b) is a front view showing a state in which an anchor pin for fixation is stabbed. It is. As shown in FIGS. 1 and 2, the water overflow prevention device 1 has a configuration in which a plurality of square frames 10 formed of four walls extending in the vertical direction are connected in series, and separates the frames 10. The side wall is configured to be shared between adjacent frames. Guide frames 11 (guide means) for guiding the anchor pin 50 in the vertical direction are provided at the corners of each frame body 10, which will be described in detail later. Connecting means 12 is provided for this purpose. Further, a suspension hook 13 (hook means) is provided at the upper end of the frame body 10, and the length from the front lower end of the device 1 over the entire length in the longitudinal direction and the width in the front-rear direction is increased. The bottom sheet 14 is extended. The height of the device is 0.4 to 1.0 m, the width in the front-rear direction is 0.6 to 1.5 m, and the length in the horizontal direction of each frame 10 is 0.4 to 1.5 m (the length of the entire device). 2 to 7.5 m). In the following description, the front side of the page in FIG. 1 will be described as the front side of the river and will be described as the front side, and the back side will be described as the back side of the river.

  In the frame 10, the configuration of the vertical frame 15 extending in the front-rear direction of the device 1 will be described with reference to FIG. 3. The vertical frame 15 of the present embodiment is configured, for example, by attaching sheet materials 17 to both sides of a panel material 16 having strength. The panel material 16 can be made of a light and strong resin material such as vinyl chloride, FRP, acrylic, reinforced plastic, and preferably a recycled resin. The panel material 15 has a thickness of 5 to 30 mm to ensure strength. As the sheet material 17, for example, a soft, water-impermeable material having a predetermined strength such as polyethylene, vinyl chloride, polyurethane, polyester, and plastic rubber can be suitably used, and a recycled material is preferably used. However, the vertical frame 15 may be composed of only the panel material 16 without attaching the sheet material 17 together. In this case, it is desirable to use an impermeable material for the panel material 16.

  In the frame 10, the configuration of the horizontal frame 18 extending in the left-right direction of the device 1 will be described with reference to FIG. 4. The horizontal frame 18 of the present embodiment has a common configuration on the front side and the rear side, and as shown in FIG. 3, two panel members 19a and 19b having a width of a little less than half of the frame 18 are placed one by one on the front and back sides. It is configured to be sandwiched between sheet materials 20. A slight gap is provided between the two panel members 19a and 19b so that they do not interfere with each other when the horizontal frame 18 is bent. The material of the panel material 19 and the sheet material 20 is the same as that of the vertical frame 15, and the sheet material 20 is bonded to the entire front and back surfaces of each panel material 19. Further, the sheet material 20 is formed to be slightly longer in the lateral direction than the panel material 19, and the surplus portion is connected to the vertical frame 18 and the guide band 11 by means such as sewing or adhesion. As a result, the horizontal frame 18 can be folded and overlapped at the center thereof, and the joint between the vertical frame 15 and the horizontal frame 18 is movable.

  As shown in FIG. 1, the bottom sheet 14 has at least a length over the entire lateral direction of the device 1 and a width to an intermediate portion in the front-rear direction of the device 1. The bottom sheet 14 is not connected to the vertical frame 15 and extends continuously from the lower end of the horizontal frame 18 on the front side of each frame 10. The bottom sheet 14 is used by being folded so as to form a part of the bottom of the apparatus 1, that is, when the overflow prevention apparatus 1 is installed. The bottom sheet 14 can be made of the same material as the sheet materials 17 and 20 using a soft impermeable material. The width | variety (length from the lower end part of the horizontal frame 18 to a free edge) of the bottom sheet | seat 14 is formed in about 0.3-1.0m.

  The connecting means 12 includes a pair of female slide rails 12a provided at the right end of the apparatus and a pair of male slide rails 12b provided at the left end of the apparatus. It is provided at the corresponding location. FIG. 5A is an elevational view showing the connection structure of the connecting means 12, and a portion surrounded by a circle is enlarged and shown in FIG. 5B. Further, the configuration and variations of the connecting means 12 will be described with reference to FIG. As shown in FIG. 6A, both the slide rails 12a and 12b can be configured by bending a single plate-like member and attaching it to both ends of the apparatus 1, respectively. When a plurality of devices 1 are connected, the male connection rail 12b is slid and inserted from above the female connection rail 12a. FIG. 5 and FIG. 6B show the state of this connection structure as viewed from above. The connecting means 12 extends over the entire surface of the apparatus 1 in the vertical direction, and is configured so that water does not flow from this portion. 6 (c) and 6 (d) show the structure of the connecting means according to another embodiment. 6 (c) uses a T-shaped male sliding rail 21a and a female sliding rail 21b that wraps the T-shaped male sliding rail 21a. In FIG. 6 (d), a male sliding rail having a spherical protrusion is used. A rail 22a and an inner spherical female sliding rail 22b surrounding the rail 22a are formed. In these embodiments, the connecting means may be configured as a single male and female rail instead of a pair of sliding rails.

  Returning to FIG. 1, the guide band 11 is formed at the corner of each frame 10 by forming the same sheet material as the sheet materials 17 and 20 into a cylindrical shape. The guide band 11a provided at the right end of the overflow prevention apparatus 1 is separated into an upper side and a lower side of the apparatus 1, and an intermediate part thereof is cut away. On the other hand, the guide band 11b at the left end of the device 1 is provided only at the intermediate portion in the height direction of the device 1. These are contrivances for connecting a plurality of devices 1. When two or more devices 1 are connected, one guide band 11 a and the other guide band 11 b are combined to cover the entire height direction of the device 1. It becomes a guide belt. This state is shown in FIG. The other guide band 11c extends over the entire height direction of the device 1. The device 1 is fixed by passing piles (anchor pins) from above through these guide bands 11 and driving them into the ground.

  As shown in FIG. 1, the hanging hooks 13 are respectively provided in the vicinity of the front and rear ends of the vertical frame 15 of the frame body 10, and are firmly fixed to the panel material 16 of the vertical frame 15 by means such as screw screws. . When the device is removed, a wire or the like is passed through the hanging hook 13 and lifted by a heavy machine such as a crane, whereby the soil or sandbag placed inside the device 1 can be discharged from below and the removal work can be easily performed. . A variation of the hanging hook 13 is shown in FIG. The hanging hook 13 of the present embodiment is shown in FIG. For example, the hanging hook 13 is formed by cutting a metal ring in half and welding a metal plate to the cut surface. The screw hooks (not shown) provided at the four corners of the metal plate are screwed into the panel material 16. Fix on top. In the example shown in FIG. 8B, a hole 23 is formed in the vicinity of the upper end portion of the panel material 16 so that a wire or the like can be passed therethrough. In the example shown in FIG. 8C, a bar-shaped metal member having a pointed end threaded on a metal ring-shaped member is welded and fixed to the upper surface of the panel member 16.

  The usage method of the water overflow prevention apparatus 1 comprised in this way is demonstrated. First, a method for folding and storing the apparatus 1 will be described with reference to FIG. FIG. 9 is a schematic view showing a state of the apparatus 1 as viewed from above. From the expanded state shown in FIG. 9 (a), the horizontal panel 18 of each frame 10 is folded inward as shown in FIG. 9 (b) and contracted from the left and right, and is stored as shown in FIG. 9 (c). And In this case, the bottom sheet 14 can be folded outward and folded together with the horizontal frame 18. In this state, the apparatus 1 is transported and stored in a warehouse or the like during normal times. The storage space can be used effectively because it can be folded small. According to the applicant's estimation, the weight is about 20 kg with a device having a height of 1 m, a left and right length of 5 m (number of cells: 5), and a front and rear length of about 1 m, and can be transported by one person.

  When a danger such as heavy rain, flood, tsunami, etc. occurs, the device 1 is transported to a necessary place in a folded state, and is expanded and installed in the reverse order of FIG. The present apparatus 1 can be applied to various places where sandbags have conventionally been stacked to prevent water overflow, such as on rivers and coastal dikes. FIG. 10 is a cross-sectional image diagram showing a state in which the present apparatus 1 is installed at the top of a river dike, where the left side of the page is the river front side and the right side is the river back side. As shown in the figure, the present apparatus 1 is installed at a distance of about 1 m from the river front side at the top of the dike. At this time, the bottom sheet 14 extends inward so as to form a part of the bottom of the apparatus 1. Since the joint portion of each frame 10 is movable, it is possible to install the device 1 by bending it to some extent along the terrain.

  Next, as shown in FIG. 11, the anchor pin 50 is driven into each guide band 11 via the washer 51. The anchor pin 50 has a length of about 0.8 to 2.1 m and a pile diameter of about 16 to 50 mm, and extends about 0.4 to 1.0 m below the device 1 when driven. The pile head shape of the anchor pin 50 is configured in a round shape, an inverted triangle shape, an L-shape, a T-shape, etc. as shown in FIG. 12, and is easy to drive when installing the device 1 and easy to remove when removed. Use. The washer 51 has an inner diameter that matches the pile diameter of the anchor pin 50, and uses iron, FRP, reinforced plastic, or the like having a diameter of 100 to 200 mm and a thickness of 5 to 40 mm. By interposing the washer 51 in this way, the vertical frame 15 and the horizontal frame 18 can be reliably pressed, and the fixing of the apparatus 1 can be ensured.

  Further, a plurality of devices 1 are connected as necessary. As described above, as shown in FIGS. 5 and 6A and 6B, the connecting means 12 of the next apparatus is slid into the connecting means 12 of the already installed apparatus 1 from above. As a result, the guide band 15 at the end of the adjacent apparatus 1 is in the state shown in FIG. 7, and the anchor pin 50 is inserted into the ground from above through the guide band 15. In addition, since the guide belt | band | zone 15 is comprised with the soft sheet material, malfunctions, such as interfering when connecting an apparatus, do not arise.

  Next, as shown in FIG. 11, earth and sand are put into the apparatus 1. In this work, the soil is transported by a dump truck or the like, and the earth and sand are put into the apparatus 1 by a backhoe or human power. At this time, the bottom sheet 14 partially extends to the bottom of the apparatus 1, and by putting earth and sand on the bottom sheet 14, the soft bottom sheet 14 comes into close contact with the ground below to close the gap. Intrusion of water from the lower side of 1 is prevented. Instead of this earth and sand, sandbags and other heavy objects may be arranged inside the apparatus 1. In the case of a sandbag, it is arranged on the bottom sheet 14 so that there is no gap in the length direction. In the case of other heavy objects, the ones transported by human power or machines should be arranged as necessary. In the water overflow prevention device 1 of the present invention, water can be prevented from entering if the adhesion between the bottom sheet 14 and the ground below can be secured, so sandbags and other heavy objects may be placed on the bottom sheet 14. It is possible to omit filling the portion where the sheet 14 is not present. Further, the sandbag does not need to be placed vertically as in the conventional method, and the long side of the bag can be disposed along the length direction of the bottom sheet 14 to reliably prevent water overflow. Thereby, in this invention, it is possible to reliably prevent water overflow with a much smaller number of sandbags than the water overflow prevention method in which sandbags are stacked without using the device 1.

  When the water level drops and the danger has passed, the overflow prevention device 1 is removed. In this operation, after the anchor pin 50 is removed, the entire device 1 is lifted up by pulling the suspension hook 13 of the device 1 with a crane truck or human power. As a result, the bottom sheet 14 connected to the front side frame 18 of the apparatus 1 is pulled obliquely upward, and the apparatus 1 is lifted while the load on the bottom sheet 14 remains on the ground. Thereafter, the apparatus 1 is washed, folded in the above-described procedure of FIG. 7, and stored again. In this way, the water overflow prevention device of the present invention can be used repeatedly.

  FIG. 13 is a diagram illustrating a configuration of another example of the panel material constituting the frame body 10. In the above embodiment, the front and rear horizontal frames 18 are constituted by two panel members 19a and 19b and a sheet member 20 sandwiching the panel members 19a and 19b. For example, as shown in FIG. Only the horizontal frame 31 may be configured in this way to ensure strength, and the rear horizontal frame 32 may be configured only by a sheet material. Further, when the sheet material has sufficient strength, both the front and rear horizontal frames may be composed only of the sheet material as shown in FIG. Even in this case, if the vertical frame 15 is configured using a panel material, the strength of the apparatus is maintained at a high level, and water overflow can be reliably prevented. Further, when a panel material is used for the horizontal frame, the sheet material does not need to cover the entire surface of the panel material, and may be provided only at the junction between the panel materials 19 a and 19 b and the junction between the vertical frame 15. .

  Although the embodiments of the present invention have been described in detail above, the technical scope of the present invention is not limited to the above-described embodiments, and various other modifications are possible as long as they do not exceed the intended scope of the claims. It can be realized as a modified example. For example, it is preferable that the bottom sheet 14 has the configuration of the above-described embodiment. However, the configuration is not limited to this, and the bottom sheet 14 may have a size that covers the entire bottom portion of the apparatus 1. Further, the bottom sheet 14 may have a dimension that slightly protrudes to the side of the apparatus 1 and may overlap with the bottom sheet of the other apparatus when connected to the other apparatus. Thereby, it is possible to prevent water from entering more reliably. In this case, the bottom sheet of the apparatus installed on the downstream side is stacked so as to be above the bottom sheet of the upstream apparatus. Further, the guide band may not be configured as described above, and may not be provided at all four corners of the frame body 10. Further, in the present invention, the bottom sheet and the guide band may be replaced by other fixing means as long as a plurality of foldable frames 10 are continuous.

  The overflow prevention apparatus and the overflow prevention construction method according to the present invention are installed on the embankment using a simple, lightweight and durable apparatus to prevent river flooding or flooding. Manufacturing can be applied to the field of manufacturing industry, and use of equipment can be applied to administrative services such as local governments.

It is a perspective view which shows the whole structure of a water overflow prevention apparatus. It is the elevation view and front view of a water overflow prevention apparatus. FIG. 2 is a perspective view showing a configuration of a vertical frame 15 that constitutes the frame body 10. FIG. 3 is a perspective view showing a configuration of a horizontal frame 18 that constitutes the frame body 10. It is a figure which shows the connection structure of the connection means. It is a figure which shows the Example of the connection means. FIG. 3 is a view showing a guide band of a connecting portion of the device 1. It is a figure which shows the Example of the hanging hook. It is an elevation view for demonstrating how to fold water overflow prevention apparatus 1. FIG. It is a cross-sectional image figure which shows the state which installed the overflow prevention apparatus in the embankment top of a river. It is a perspective view which shows the use condition of a water overflow prevention apparatus. It is a figure which shows the Example of an anchor pin. It is a perspective view which shows the other Example of the frame 10.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Water overflow prevention apparatus 10 Frame 11 Guide band 12 Connection means 13 Hanging hook 14 Bottom sheet 15 Vertical frame 18 Horizontal frame 19 Panel material 20 Sheet material 21 Connection means

Claims (8)

  A water overflow prevention device installed when a river or a coast increases, comprising a structure in which a plurality of square frames composed of walls extending in a vertical direction are connected in series.   The water overflow prevention device according to claim 1, further comprising a bottom sheet that has at least a length over the entire length in the longitudinal direction of the device and a width up to the middle of the device in the longitudinal direction of the device, and extends from the front lower end of the device. A water overflow prevention device characterized by that.   The water overflow prevention device according to claim 1, wherein front and rear walls of the frame body are bent at an intermediate portion thereof, and the whole body can be folded small.   The overflow prevention apparatus according to any one of claims 1 to 3, wherein a connecting means for connecting to another overflow prevention apparatus is provided at the left and right ends of the apparatus. apparatus.   The overtopping prevention device according to any one of claims 1 to 4, wherein a guide member that guides the pile in a vertical direction is provided on a part or all of the corners of the frame body. Water prevention device.   6. The water overflow prevention device according to claim 1, wherein hook means for lifting the device is provided at or near the upper end of the frame.   The water overflow prevention device according to any one of claims 1 to 6, wherein a strong panel material is used on at least the left and right walls of the frame body. A water overflow prevention method comprising installing the water overflow prevention device according to any one of claims 1 to 7 on a river or a coast, and filling the frame with soil, sandbags, or other heavy objects.

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