JP2005179931A - Composite temporary rain water storage tank - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a composite temporary rainwater storage tank which can achieve the simplification of construction and a reduction in construction cost, and which can be easily maintained and managed. <P>SOLUTION: A first storage tank 2 and a second storage tank 3, which are kept in the state of communicating with each other, are buried underground. The tank 2 is made of concrete. In the tank 3, an impervious sheet 130 covers the whole of a storage void structure which is formed by longitudinally, laterally and vertically installing many space forming blocks 4. The tanks 2 and 3 are made to communicate with each other in upper and lower positions via an overflow port 5 and an outlet 6, which are provided in the tank 2, and a check valve 7 is provided in the outlet 6. The check valve 7 permits a flow of storage water toward the tank 2 from the tank 3, but inhibits a flow in the opposite direction of the above flow. A drainage tank part 10 is partitioned and formed in a part of the storage tank 2 by using a partition wall 9. A drainage part 11 is provided in the tank part 10; an outflow regulating port 12 is provided on the downside of the partition wall 9; and a spillway 13 is provided on the upside of the partition wall 9. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a composite rainwater temporary storage tank that is excellent in workability and construction economic efficiency and is easy to maintain.

  The installation of a temporary rainwater storage tank that temporarily stores a large amount of rainwater and suppresses the sudden outflow of rainwater to the river is an effective means for river control. As this type of rainwater temporary storage tank, conventionally, the entire periphery of a structure formed by installing a space-type storage tank made entirely of concrete and having a large space, and a space forming block made of plastic vertically and horizontally and vertically. Two types of void-type storage tanks have been proposed, which are covered with a sheet such as a water shielding sheet, and are used properly in consideration of their respective advantages and disadvantages.

  Since the space-type storage tank has a large space inside, there is an advantage that maintenance management of the storage tank is easy, for example, an operator can enter the tank and the sediment at the bottom of the tank can be easily removed. However, in the case of constructing a small storage tank, the construction cost is expensive, and there is a disadvantage that the construction period is prolonged because it is necessary to cast and cure concrete at the construction site.

On the other hand, the space-type storage tank has an extremely good workability because the space forming block to be used is very lightweight, and is economically advantageous, and has the advantage of shortening the construction period. Since the storage tank is configured by the assembly and the inside of the tank is complicated, it is difficult to remove soil and sand mixed in the inflowing rainwater in the small gap, and the clogging of the storage tank is likely to proceed There were drawbacks.
Japanese Utility Model Publication No. 63-35092 (page 1-7, FIG. 1) JP 2002-88828 (page 3-5, FIG. 8-9)

  The present invention has been developed in view of the above-mentioned conventional problems, and provides a combined rainwater temporary storage tank that can achieve simplification of construction and reduction of construction costs as well as easy maintenance. Is an issue.

In order to solve the above problems, the present invention employs the following means.
That is, in the combined rainwater temporary storage tank according to the present invention, the first storage tank and the second storage tank that are in communication with each other are buried underground, and the first storage tank has at least a bottom surface portion and a side surface portion. A concrete storage space structure made into a concrete structure, wherein an inflow portion for allowing rainwater to flow in and a drainage portion for draining the stored water are provided, and the second storage tank has a space formation. The entire storage void structure formed by installing the blocks vertically and horizontally and vertically is covered with a water shielding sheet. In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the flow of the stored water from the 2nd storage tank toward the 1st storage tank is permitted in this outflow port However, a check valve is provided to prevent the reverse flow. Further, a drainage tank part is defined by a partition wall in a part of the first storage tank, the drainage tank part is provided with the drainage part, and the partition wall is positioned below the outlet and flows out. An adjustment port is provided, and a spillway for discharging the sewage to the drainage tank portion is provided above the overflow port.

  In another aspect of the composite rainwater temporary storage tank according to the present invention, the first storage tank and the second storage tank that are in communication with each other are buried underground, and the first storage tank includes at least a bottom surface portion and a side surface portion. Is a concrete storage space structure made of concrete, and the second storage tank is an entire storage void structure formed by arranging space forming blocks vertically and horizontally and vertically. Is covered with a water shielding sheet. In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, a check valve is provided to prevent the reverse flow. In addition, a saddle portion is installed corresponding to the first storage tank, and the inside of the saddle portion is divided into a first partition portion and a second partition portion by a partition wall portion, and at the lower portion of the partition wall portion, An outflow adjusting port is provided, and an upper portion of the partition wall portion is provided with a spillway outlet that is located above the overflow port and discharges sewage into the second partition portion. Rainwater that has flowed in can flow into the first storage tank from the inflow portion, and a discharge portion of the stored water sucked by the pump is provided in the first partition portion, and the first discharge portion is provided with the first discharge portion. The water that has flowed into the partitioning section can flow into the second partitioning section from the outflow adjustment port, and is drained from a drainage section provided in the second partitioning section.

  In another aspect of the combined rainwater temporary storage tank according to the present invention, the first storage tank and the second storage tank that are in communication with each other are buried underground, and the first storage tank includes at least a bottom surface portion and a side surface portion. Is a concrete storage space structure that is a concrete structure part, and is provided with an inflow part for allowing rainwater to flow in and a drainage part for draining the stored water, and the second storage tank is At least the bottom surface of the storage void structure formed by arranging the space forming blocks vertically and horizontally and vertically is covered with a water-permeable sheet that allows water to pass but does not allow soil particles to pass through. The other surfaces except the portion covered with the water-permeable sheet are covered with a water-impervious sheet. In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, a check valve is provided to prevent the reverse flow. Further, a drainage tank part is defined by a partition wall in a part of the first storage tank, the drainage tank part is provided with the drainage part, and the partition wall is positioned below the outlet and flows out. An adjustment port is provided, and a spillway for discharging the sewage to the drainage tank portion is provided above the overflow port.

  In another aspect of the combined rainwater temporary storage tank according to the present invention, the first storage tank and the second storage tank that are in communication with each other are buried underground, and the first storage tank includes at least a bottom surface portion and a side surface portion. Is a concrete storage space structure made of concrete, and the second storage tank is at least a storage void structure formed by arranging space forming blocks vertically and horizontally and vertically. The bottom surface is covered with a water-permeable sheet that allows water to pass through but does not allow soil particles to pass through, and the other surface of the storage void structure other than the portion covered with the water-permeable sheet is covered with a water-impervious sheet. . In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, a check valve is provided to prevent the reverse flow. In addition, a saddle portion is installed corresponding to the first storage tank, and the inside of the saddle portion is divided into a first partition portion and a second partition portion by a partition wall portion, and at the lower portion of the partition wall portion, An outflow adjusting port is provided, and an upper portion of the partition wall portion is provided with a spillway outlet that is located above the overflow port and discharges sewage into the second partition portion. Rainwater that has flowed in can flow into the first storage tank from the inflow portion, and a discharge portion of the stored water sucked by the pump is provided in the first partition portion, and the first discharge portion is provided with the first discharge portion. The water that has flowed into the partitioning section can flow into the second partitioning section from the outflow adjustment port, and is drained from a drainage section provided in the second partitioning section.

  In each of the composite rainwater temporary storage tanks described above, the space forming block may be made of plastic.

  In the rainwater temporary storage tank in which a drainage tank section is defined in a part of the first storage tank, the bottom of the first storage tank is a mud pool, and the lower end of the outflow adjustment port and the lower end of the check valve are It is good to comprise so that it may not be located below the upper end of a mud reservoir.

  In the rainwater temporary storage tank provided with a flange, the bottom of the first storage tank is a mud reservoir, and the lower end of the check valve is configured not to be located below the upper end of the mud reservoir, and Preferably, the bottom of the first partition part is a sand settling part, and the lower end of the outflow adjusting port is not positioned below the upper end of the sand settling part.

The present invention has the following excellent effects.
(1) The present invention provides a first storage tank configured as a concrete storage space structure and the entire storage void structure configured by installing space forming blocks vertically and horizontally and vertically. Since it is configured by rationally combining the second storage tank configured by covering with a water permeable sheet, it makes use of the advantages of both storage tanks and compensates for the drawbacks, while maintaining and managing it as a whole The rainwater temporary storage tank which can expect the simplification of construction and reduction of construction cost can be provided.

  More specifically, according to the invention, during normal rainfall below the set rainfall intensity, rain water is stored only in the first storage tank made of concrete, and during heavy rain exceeding the set rainfall intensity, The stored water in a state where the earth and sand mixed in the rainwater is precipitated at the bottom of the first storage tank can be allowed to flow into the second storage tank from the overflow port. Since the inside of the second storage tank is an intricate space, it is a structure that is difficult to remove when the earth and sand flows in, but the earth and sand hardly flows into the tank, It can be a storage tank that does not require maintenance. And the earth and sand which were mixed in the rainwater which flowed into the 1st storage tank will accumulate in the bottom part of the 1st storage tank, but since this 1st storage tank has a large space, an operator is in a tank. It is easy to enter and remove deposits. As described above, according to the present invention, the maintenance work for the entire tank can be easily performed.

  Moreover, since the construction of the second storage tank is performed by installing a lightweight space forming block, it can be easily configured without requiring a large-scale construction as in the case of constructing the concrete first storage tank. Since the second storage tank can be simply configured as described above, according to the present invention, even if it is a large-scale storage tank having a volume capable of handling heavy rain once every decades, It can be constructed with a reduction. Thus, according to the present invention, a large-capacity storage tank can be constructed economically with good workability.

 (2) In the combined rainwater temporary storage tank according to the present invention, when the second storage tank is configured by covering at least the lower surface of the storage void structure with a water permeable sheet, the stored water in the second storage tank A part of the underground water can be infiltrated to enrich groundwater. Furthermore, when the upper surface is also covered with the water permeable sheet and a water permeable pavement is formed on the upper surface of the second storage tank, the rainwater that has permeated the pavement is passed through the water permeable sheet and the second storage tank 3. Therefore, it is possible to prevent a slip accident of the traveling vehicle during the rain.

 (3) Since the space forming block is made of plastic, the weight can be reduced and the handling of the block can be improved, so that the construction efficiency of construction of the storage tank can be further improved.

 (4) When the bottom of the first storage tank is a mud reservoir and the lower end of the check valve is not positioned below the upper end of the mud reservoir, the earth and sand mixed in the inflowing rainwater Can be precipitated in the mud reservoir. As a result, the deposit that has settled in the mud reservoir does not hinder the opening of the check valve.

  1 to 3, a composite rainwater temporary storage tank 1 according to the present invention includes a first storage tank 2 and a second storage tank 3 that are adjacent to each other and in communication with each other. The first storage tank 2 is made of concrete, and the second storage tank 3 is configured by installing a number of space forming blocks 4 vertically and horizontally and vertically. Both the storage tanks 2 and 3 communicate with each other at an overflow port 5 that causes the stored water that exceeds the set water level L (FIG. 3) in the first storage tank 2 to overflow into the second storage tank 3. At the lower part of the outlet 6 is communicated with an outlet 6, and a check valve 7 is attached to the outlet 6. An inflow portion 8 through which rainwater flows is provided at one end side of the first storage tank 2, and a drain tank portion 10 is defined by a partition wall 9 at the other end side. The drainage tank section 10 is provided with a drainage section 11 for stored water, and the partition wall 9 is provided with an outflow adjustment hole 12 and a spillway 13. In FIG. 3A, a first filter tool 82 and a second filter tool 83 described later are omitted.

  The volume of the first storage tank 2 is set on the basis of relatively frequent rainfall intensity in the vicinity, and rainwater does not flow into the second storage tank 3 during normal rainfall below the set rainfall intensity. Only the first storage tank 2 is configured to perform a rainwater inflow function and a drainage function.

  When the water level in the first storage tank 2 exceeds the set water level L during heavy rain once every several years, as shown by the arrow in FIG. Stored water overflows the overflow port 5 and flows into the second storage tank 3. And the whole volume of both the storage tanks 2 and 3 is set so that it can respond to heavy rain once every several decades.

  As shown in FIG. 2 and FIG. 4, the first storage tank 2 is configured as a box-shaped tank extending in one direction, and an operator can enter inside for maintenance. An end face block 17 that covers the end portion is connected to a box-type block 15 a that exists at one end of a tank body 16 that is configured by connecting ends of the mold block 15. Further, a partition block 19, another box block 15 c, and an end face block 20 are sequentially connected to the box block 15 b at the other end of the tank body 16 to constitute the drain tank section 10.

  As shown in FIGS. 5 to 6, the box-shaped block 15 is configured as a precast concrete block having a rectangular tube shape with open front and rear ends, and four corner portions of the inner surface portion are formed on the inclined surface 22. In addition, a connecting hole 23 penetrating in the front-rear direction is provided at the four corners of the block, and an annular protrusion 27 and an annular notch groove 29 that can be fitted to each other are formed at the peripheral portions of both open ends 25 and 26. Is provided.

  Further, the end face block 17 and the end face block 20 are provided with connecting holes 23 penetrating in the front-rear direction at the four corners thereof.

  Further, as shown in FIGS. 6 to 7, the partition block 19 has a rectangular tube shape with open front and rear ends, and the inside of a block body 31 in which four corner portions of the inner surface portion are formed on the inclined surface 30 is the partition wall. It is divided into two at the front and back at 9 and is an integral part of precast concrete. Further, connecting holes 23 penetrating in the front-rear direction are provided at the four corners of the partition block 19, and an annular protrusion 36 and an annular notch that can be fitted to each other at the peripheral portions of both open ends 33 and 35. A groove 37 is provided. In addition, the outflow adjustment port 12 having a vertically long rectangular shape is provided at the lower portion of the partition wall 9, and the spillway 13 having a horizontally long rectangular opening is provided at the upper portion thereof.

  The overflow port 5 is, for example, as shown in FIGS. 8 and 3 to 4, the upper end side of the side wall 39 on one side (second storage tank side) of the box-type block 15 d existing in the center of the tank body 16. Is formed as a horizontally-long rectangular opening. 9-10 and 3-4, the outflow port 6 has a side wall 40 on one side (second storage tank side) of the box-shaped block 15e existing on one end side of the tank body 16, for example. It is formed as a square opening provided on the lower end side.

  The check valve 7 provided at the outlet 6 is formed in, for example, a rectangular plate shape capable of closing the outlet 6 in the first storage tank 2 as shown in FIGS. An edge 41 is attached to the upper edge 43 of the outlet through a hinge 42 and is rotatable.

  The check valve 7 allows the stored water to flow out from the second storage tank 3 toward the first storage tank 2 by opening it in an inclined state as shown in FIG. The outflow port 6 is closed in the suspended state shown in FIGS. 3 and 9 by the water pressure of the stored water in the inside, and the outflow of the stored water from the first storage tank 2 toward the second storage tank 3 is prevented.

  In addition, a rectangular inlet 46 is provided on the top surface 45 of the box-type block 15 a at the other end of the tank body 16 as shown in FIGS. 5 and 2, and communicates with the inlet 46. Thus, the rectangular tube-shaped member 47 is erected, and the upper end of the rectangular tube-shaped member 47 is closed with a lid 49 as shown in FIGS. Further, as shown in FIG. 3, the other end 55 of the inflow pipe 53 whose one end 52 is connected to the inflow rod 51 is connected to one side wall 50 of the rectangular tubular member 47, and flows down the side groove 56. As shown by the arrows in FIG. 3, rainwater flows into the inflow trough 51 and sediment is deposited, and then flows into the rectangular tubular member 47 through the inflow pipe 53, It flows into the 1 storage tank 2.

  As shown in FIGS. 6, 1-2, and 4, the top surface portion 57 of the box-type block 15b at the other end is provided with a manhole 59 serving as an entrance into the storage tank on the one side. The cylindrical member 60 is erected so as to communicate with the manhole 59, and the upper end of the cylindrical member 60 is closed with a lid 61. Further, a step 63 is provided on one inner wall surface 62 of the box-type block 15b so that an operator can enter and exit the tank through the manhole 59. Similarly, a manhole 66 is provided on the top surface portion 65 of the other box-shaped block 15c, and a cylindrical member 67 is erected so as to communicate with the manhole 66. The upper end of the cylindrical member 67 is covered with a lid. The body 69 closes the lid. 2 and 11, a step 63 is provided on the inner wall surface 64 of the cylindrical member 67 and one inner wall surface 70 of the box-type block 15c.

  Further, a drain port 71 is provided at the lower part of the end face block 20 connected to the box block 15c as shown in FIG. 6, and a drain pipe 72 is provided at the drain port 71 as shown in FIG. The discharge portion 11 is formed by being connected to the insertion state. The drainage cross-sectional area of the drainage pipe 72 is set larger than the opening area of the outflow adjustment port 12.

  As shown in FIG. 4, the entire blocks arranged as described above are connected integrally with watertight by inserting tension steel 73 into connection holes 23 provided at the four corners of each block and tensioning them. The first storage tank 2 is configured. In this state, as shown in FIG. 2, the upper end surfaces 75, 76, 77 of the rectangular tubular member 47 and the cylindrical members 60, 67 in the standing state are flush with the ground surface 79. The first storage tank 2 is buried underground by refilling the earth and sand so that the cylindrical member 47 and the cylindrical members 60 and 67 are buried.

  Here, the positional relationship between the outflow adjusting port 12, the spillway discharge port 13, the overflow port 5, and the outflow port 6 and the opening area thereof will be described. For example, a portion having a depth of, for example, 20 cm (a portion below the upper end 79 of the inclined surface 22 shown in FIGS. 2 to 3 and 9) on the bottom side of the first storage tank 2 configured as described above is the mud reservoir 80. The outflow adjusting port 12 is provided on the upper side of the tank, and the lower end of the suspended check valve 7 is positioned on the upper side of the mud reservoir 80. Thus, the sediment deposited in the mud reservoir 80 is unlikely to enter the outflow adjusting port 12, and the smooth opening and closing of the check valve 7 is not hindered by the sediment sediment 78 (FIG. 3). Of course, the sediment is regularly removed while the amount of sediment in the mud reservoir 80 does not increase.

The stored water in the first storage tank 2 is finally discharged into the river, but the opening area of the outflow adjusting port 12 is the endurance of the river when discharged from the outflow adjusting port 12 to the river. It is set in consideration of the allowable discharge flow rate to be obtained, and is usually set to 25 to 150 cm ² . In this embodiment, it is formed in a rectangular shape having a length of 15 cm and a width of 10 cm.

  In this embodiment, the opening area of the overflow port 5 is set to be equal to or larger than the inflow cross-sectional area of the inflow pipe 53 (inflow cross-sectional area of the inflow portion 8). When the inflow of rainwater continues even after the water level of the stored water exceeds the set water level L (FIG. 3), as shown by the arrow in FIG. It is made to flow in. The opening area of the outlet 6 is set larger than the opening area of the outflow adjusting port 12.

  In the present embodiment, as shown in FIGS. 2 and 11, the lower portion of the drainage tank portion 10 is also a mud reservoir portion 81, and the drain port 71 is positioned on the upper side of the mud reservoir portion 81. Is provided. The drainage cross-sectional area of the drainage pipe 72 connected to the drainage port 71 is set larger than the opening area of the outflow adjustment port 12. In this embodiment, since the inner diameter of the drain pipe 72 is set to about 240 mm, the stored water that has flowed into the drain tank 10 is quickly discharged into the river.

  In the present embodiment, in order to filter the stored water flowing into the drainage tank section 10, as shown in FIGS. 7 and 11 to 13, the entire outflow adjustment port 12 is covered by the first filter tool 82. As shown in FIGS. 8 and 14 to 15, the entire overflow port 5 is covered with a second filter tool 83 in order to cover and filter the water stored in the second storage tank 3. .

  As shown in FIG. 7 and FIGS. 11 to 13, the first filter device 82 has a rectangular parallelepiped frame 85 that is long in the vertical direction and has a rear surface portion 86 opened and left and right side surface portions 87, 89 and upper and lower surface portions 90, 91 and the upper half 92a of the front surface portion 92 are covered with filter surface portions 94, 94, 94, 94 formed by arranging linear filter pieces 93 in parallel. The lower half 92b of the front surface portion 92 is covered with a filter plate 96 that can be opened and closed. The filter plate 96 is formed by arranging linear filter pieces 93 side by side, and an upper edge portion 95 is pivotally attached to left and right portions of the lower edge portion 96 of the upper half 92a via hinges 97, 97. The handle 99 at the lower end can be gripped and opened upward as shown in FIG. As shown in FIG. 12, the filter plate 96 is fitted in engagement grooves 100, 100 provided on the left and right sides thereof with stopper pieces 101 provided rotatably on the left and right parts of the frame body 85, respectively. Fixed in a suspended state.

  Further, as shown in FIGS. 8 and 14 to 15, the second filter tool 83 has a rectangular parallelepiped frame 102 with a vertically long rear surface portion 103 opened and left and right side surface portions 105, 106 and upper and lower surface portions 107. 109 are covered with filter surface portions 94, 94, 94, 94 formed by arranging linear filter pieces 93 in parallel. The front face 110 of the frame 102 is covered with a filter plate 111 that can be opened and closed. The filter plate 111 is formed by arranging linear filter pieces 93 side by side, and the upper edge portion 112 is pivotally attached to the left and right portions of the upper edge portion 113 of the frame body 102 via hinges 97 and 97. The handle 99 at the lower end is held and can be opened upward as shown in FIG. As shown in FIG. 14, the filter plate 111 is fitted in engagement grooves 100, 100 provided on the left and right sides thereof with stopper pieces 101 that are rotatably provided on the left and right portions of the frame body 102. Fixed in a suspended state.

  The space forming block 4 constituting the second storage tank 3 is entirely made of plastic, and as shown in FIG. 16, the four corners of a square plate-like top plate 116 provided with through holes 115 and Leg pieces 117 that are positioned in the middle of each side portion and narrow toward the lower end are provided below. And as shown in FIG. 17, the lower end part 119 of each leg piece 117 can be inserted in the insertion recessed part 120 provided in the four corners of the upper surface part of the top plate 116 located in the lower stage and the center of each side part. In this way, the space forming block 4 can be installed in a vertically connected state as shown in FIG. As shown in FIG. 18, connecting grooves 121 are provided at the left and right sides of each side of the top plate 116 and at the upper half of the top plate in the thickness direction. Then, as shown in FIG. 19, in the connecting grooves 121, 121 facing each other provided on the adjacent top plates 116, 116, a box-shaped connector 123 having an open lower end having a U-shaped cross section as shown in FIG. The top and bottom plates 116 and 116 can be connected to each other by fitting the left and right connecting pieces 125 and 125 into the connecting grooves 121 and 121 so as to be dropped from above.

  To configure the second storage tank 3, for example, as shown in FIGS. 20 to 21, after a protective sheet 129 is spread on the bottom surface 127 of the construction space 126 formed by excavating the ground, on the protective sheet 129, Cover the water-impervious sheet 130 that does not allow water to pass through. Thereby, even if a corner of a stone protrudes from the bottom surface 127, the waterproof sheet 130 is protected by the strong protective sheet 129, so that the waterproof sheet 130 is prevented from being damaged. The Next, a rectangular plate-like support plate 131 made of plastic, for example, is laid on the water-impervious sheet 130 while being connected to each other using a box-shaped connector 123 having the same configuration as described above, and the bottom of the construction space. The installation surface 132 made of the support plate 131 is formed. As shown in FIGS. 16 to 17, the support plate 131 is provided with a fitting recess 133 for fitting the lower end portion 119 of the leg piece 117, as shown in FIGS.

  After that, as shown in FIG. 22, the space forming block 4 is installed vertically and horizontally and vertically on the installation surface 132 while being connected to each other as described above. As shown in FIG. 20 and FIG. 22, the protective sheet 129 is omitted and the outer surface 135 is shielded from water when the upper and lower parts are installed in this way, as shown in FIGS. 20 and 22. It may be covered directly with the sheet 130. This is because there are no protrusions on the outer surface 135 that may damage the water shielding sheet 130.

In addition, a support plate 131 having the same configuration as described above is attached in a state where the water-impervious sheet 130 is in contact with the inner surface of the water-impervious sheet 130, and adjacent support plates are connected to each other by the box-type connector 123. The support plate 131 safely supports the water shielding sheet 130 so that the water shielding sheet 130 is not bent and damaged by earth pressure.

  Among the construction space 126, the other three side surfaces where the outer side surface 135 of the first storage tank 2 does not exist are provided on the outer side thereof for the purpose of protecting the water shielding sheet 130. Place. A support plate 131 is disposed inside the water shielding sheet 130 in the same manner as described above.

  The space forming block 4 is installed vertically while processing the construction space 126 in this way. 23, FIG. 1 and FIG. 3 show a state in which the entire construction space 126 is filled with the space forming block 4. Thus, the structural stability of the 2nd storage tank 3 is maintained by being made into a filling state.

  In addition, in the part in which the said outlet 6 and the overflow port 5 exist, as shown to FIG. 20, FIG. 21, while removing the said support plate 131, the outlet 6 and the overflow port 5 are added to the said water-impervious sheet 130. The openings 140 and 141 are provided in accordance with the shape of the first and second openings 140 and 141, and the peripheral portions of the openings 140 and 141 are bonded to the peripheral portion of the outlet 6 and the peripheral portion of the overflow port 5. In addition, a rectangular frame 147 made of, for example, aluminum is applied so as to cover the peripheral portion of the opening, and the rectangular frame 147 is fixed to the peripheral portion with a bolt 149, whereby the outlet 6 and the overflow port Stop water at the 5th section.

  Thereafter, as shown in FIG. 1 and FIG. 23, the support plate 131 having the same configuration as described above is attached to the upper surface 151 of the storage gap structure 150 as the filling portion of the space forming block 4 by the box-shaped connector 123. They are laid while being connected to each other and covered with the water shielding sheet 130. Thereby, the 2nd storage tank 3 by which the whole water storage space | gap structure 150 formed by installing the said space formation block 4 vertically and horizontally and up and down was covered with the impermeable sheet | seat 130 is comprised. In addition, as the said water-impervious sheet | seat 130, the whole thing uses one sheet, and connects and uses several sheets. In the case of joining, the joint is surely stopped with a bond or a water-stopping adhesive tape. Further, after covering the water shielding sheet 130 with the protective sheet 129, earth and sand are refilled on the protective sheet 129. Thereby, as shown in FIGS. 1-3, it will be in the state by which the 1st, 2nd storage tanks 2 and 3 were completely embed | buried underground, and the upper space can be used for multiple purposes, such as a park and a parking lot.

  Note that the bottom surface 127 (FIGS. 3 and 22) of the construction space 126 in which the second storage tank 3 is installed should be inclined downward toward the first storage tank 2, and more preferably, the bottom surface 127 is formed. In this embodiment, the bottom surface 127 is formed in a horizontal state, and the bottom surface portion (the installation surface 132) of the second storage tank is formed on the outflow port 6 in this embodiment. The lower end 152 is substantially matched.

  However, when the composite rainwater temporary storage tank 1 having such a configuration is used, as shown in FIG. 3, the surrounding rainwater flows into the side groove 56 and then into the inflow trough 51, and then the inflow pipe 53. And flows into the rectangular tubular member 47 and then naturally flows into the first storage tank 2 through the inlet 46.

  When the water level in the first storage tank 2 rises beyond the upper end of the mud reservoir 80, the stored water flows into the drain tank 10 through the outflow adjustment port 12, as shown by the arrow in FIG. . During the inflow, floating substances such as fallen leaves are filtered by the first filter tool 82. Thereafter, when the water level rises in the drainage tank unit 10, the stored water in the drainage tank unit 10 is drained into the river through the drainage pipe 72.

  When rainwater exceeding the amount of outflow from the outflow adjustment port 12 flows into the first storage tank 2, the check valve 7 is closed as shown in FIG. 9 due to the water pressure in the tank. Does not flow into the second storage tank 3, and the water level in the first storage tank 2 rises. At this time, the earth and sand mixed in the inflowing rainwater settles in the mud reservoir 80.

  In the normal rainfall intensity that can occur frequently, the maximum water level in the first storage tank 2 is not more than the set water level L (FIG. 3), so that the stored water does not flow into the second storage tank 3, Only the 1st storage tank 2 fulfill | performs the inflow function and drainage function of rainwater.

  In heavy rain such as once every few years, for example about once every 2 to 3 years, the water level in the first storage tank 2 exceeds the set water level L, as shown by the arrow in FIG. It overflows the overflow port 5 and flows into the second storage tank 3. During this inflow, floating substances such as fallen leaves are filtered by the second filter tool 83.

  Since the earth and sand mixed in the rainwater flowing into the first storage tank 2 settles in the mud reservoir 80 as described above, the stored water in which almost no earth and sand are mixed flows into the second storage tank 3. To do.

  As described above, the opening area of the overflow port 5 is set to be equal to or larger than the inflow cross-sectional area of the inflow pipe 53 as described above. Sequentially overflowing into the second storage tank 3 is possible.

  As described above, since the check valve 7 is closed by the water pressure of the stored water in the first storage tank 2, the stored water in the second storage tank 3 does not flow into the first storage tank 2. When the inflow of rainwater into the first storage tank 2 decreases or stops, the water level in the first storage tank 2 decreases, and the check valve 7 is opened by the water pressure of the stored water in the second storage tank 3. For the first time, the stored water flows out into the first storage tank 2 and flows out from the outflow adjustment port 12 into the drain tank section 10 as shown by the arrow in FIG. Through the river. Thus, since only the rainwater that has passed through the outflow adjusting port 12 is drained into the river, it is possible to prevent sudden rainwater from being discharged into the river. As described above, since the bottom surface portion of the second storage tank 3 is substantially matched with the lower end 148 (FIG. 24) of the outlet 6, the first storage tank 3 is opened to the first by opening the check valve 7. The outflow of stored water to the storage tank 2 can make the second storage tank 3 substantially empty.

  And since the lower end position of the check valve 7 in the closed state is set on the upper side of the mud reservoir 80 as described above, the check valve 7 is opened by deposits in the mud reservoir 80. There is no inhibition. The earth and sand deposited on the mud reservoir 80 are appropriately removed by an operator who has entered the tank so as not to accumulate beyond the upper end of the mud reservoir 80. Further, the fallen leaves and the like adhering to the first and second filter tools 82 and 83 are removed by opening the filter plates 96 and 111 as appropriate as shown in FIGS. Is done.

  In the case of heavy rain once every several decades, for example once every 30 years, the second storage tank 3 may become full due to the inflow water from the overflow port 5. In such a heavy rain, excess stored water exceeding the limit water level flows into the drainage tank portion 10 from the spillway 13 and drains from the drainpipe 72 as indicated by an arrow in FIG. Is done. Since the drainage cross-sectional area of the drainage pipe 72 is set larger than the opening area of the outflow adjustment port 12 as described above, the running water from the spillway 13 can be drained.

  FIGS. 25 to 26 show another embodiment of the combined rainwater temporary storage tank 1 according to the present invention, in which the outflow adjusting port 12 is installed adjacent to one end side of the first storage tank 2. In addition, the storage water in the first storage tank 2 is sucked by, for example, a pump 151 as a submersible pump and flows into the saddle 150, and drained into the river through the outflow adjustment port 12. This is basically different from the case of the first embodiment.

  In the first embodiment, the discharge destination river is at a lower level than the connection portion of the drain pipe 72 of the first storage tank 2, whereas in the present embodiment, the discharge destination river is the first storage tank. This is because there is a higher level than the lower part of the tank 2 (the part where the drain pipe 72 is present).

  Therefore, in the present Example, the said 1st storage tank 2 does not have the said drainage tank part 10 partitioned and formed by the partition, but the whole tank has a storage function. Further, as shown in FIG. 26, a pump pit 152 for accommodating the pump 151 is recessed in the bottom portion on one end side of the first storage tank 2. In this embodiment, the pump pit 152 is configured by providing a pit structure portion 156 in which a recess 155 communicates with an opening 153 provided at the bottom of a box-type block 15 having the same configuration as described above. The pit structure portion 156 can be configured by using a precast concrete block, but is formed integrally with the foundation 154 in the present embodiment. As shown in FIGS. 25 to 27, the first storage tank 2 has an outlet 6 that can be opened and closed by a check valve 7 and water stored in the first storage tank 2 in the same configuration as described above. An overflow port 5 for overflowing the storage tank 3 and a manhole 157 are provided.

  Further, as shown in FIG. 28, the flange 150 is formed in a rectangular parallelepiped box shape having an open upper end, and is divided into a first partition 160 and a second partition 161 by a partition wall 159. Has been. For example, a square-shaped outflow adjusting port 12 is provided at the lower portion of the partition wall portion 159, and a lower portion thereof is a sand settling portion (a mud reservoir portion) 162, and at the upper portion of the partition wall portion 159 A spillway 163 for discharging spillage to the second partition 161 is provided.

  As shown in FIG. 27, the flange portion 150 having such a configuration causes the lower portion 165 of the inner side wall portion 164 of the first partition portion 160 to abut on the outer surface 166 on one end side of the first storage tank 2. The upper side part of the sand settling part 162 of the inner side wall part 164 and the upper end part of the side wall part 167 on the one end side are communicated with each other by a pipe body 169, and an inflow part 8 is provided. ing.

  In addition, an inflow pipe 171 is connected to the upper end side of the side wall 170 on the outer side of the first partition 160 so as to communicate with the first partition 160, and the second partition 161 is connected to the second partition 161 as shown in FIG. As shown, a drain pipe 172 is connected to form a drainage section 11. The drain cross-sectional area of the drain pipe 172 is set to be larger than the opening area of the outflow adjusting port 12. In addition, the pump 151 is installed in the pump pit 152, and a discharge part 175 of a water supply pipe 173 connected to the pump 151 is accommodated in the first partition part 160.

  Moreover, the said 2nd storage tank 3 is comprised like the case in Example 1 by installing the space formation block 4 vertically and horizontally and up and down in the said construction space.

  However, when the combined rainwater temporary storage tank 1 having such a configuration is used, the surrounding rainwater flows into the first partition 160 through the inflow pipe 171 as indicated by an arrow in FIG. The mixed earth and sand are primarily settled in the sand settling part 162. While the amount of rainwater that flows in is less than the amount of outflow from the outflow adjustment port 12, rainwater only flows out from the outflow adjustment port 12 and does not flow into the first storage tank 2. When the amount of inflow rainwater exceeds the outflow amount of the outflow adjustment port 12, rainwater flows into the first storage tank 2 through the pipe body 169 as indicated by an arrow in FIG.

  The rainwater that flows in in this way is sucked in a certain amount by the operation of the pump 151 and flows into the first partition 160 from the discharge part 175 of the water supply pipe 173 as shown by an arrow in FIG. As shown by the arrow in FIG. 28, a certain amount of the stored water flowing in in this way sequentially flows into the second partition 161 from the outflow adjusting port 12 and is discharged into the river through the drain pipe 172. The In addition, when the discharge amount from the discharge part 175 is larger than the outflow amount from the outflow adjusting port 12, a part thereof returns into the first storage tank 2 through the tube body 169.

  When the amount of inflow into the first storage tank 2 exceeds the suction amount by the pump 151, the water level rises in the first storage tank 2. When the water level exceeds the lower end of the overflow port 5 during heavy rain once every several years, the stored water in the first storage tank 2 overflows the overflow port 5 and enters the second storage tank 3. It is stored in. When the inflow of rainwater into the first storage tank 2 continues and the water level of the stored water in the first storage tank 2 and the second storage tank 3 exceeds the set water level, the rainwater flows into the first partition 160. Since the rainwater that has flowed in hardly flows into the first storage tank 2, the water level in the first partition 160 rises. When this water level exceeds the set water level, as shown by an arrow in FIG. 28, rainwater flows into the second partition 161 from the spillway 163 and is drained from the drain pipe 172. Since the drainage cross-sectional area of the drainage pipe 172 is set larger than the opening area of the outflow adjustment port 12 as described above, the inflowing water from the spillway 163 can be drained. When the inflow of rainwater into the first storage tank 2 decreases or stops, the water level in the first storage tank 2 decreases due to continued suction by the pump 151, and the water pressure of the stored water in the second storage tank 3 When the check valve 7 is opened, the stored water in the second storage tank 3 flows out into the first storage tank 2. The stored water that has flowed out in this way is sucked by the pump 151 and sequentially drained into the river.

  The outflow adjusting port 12 and the overflow port 5 are provided with first and second filter tools 82 and 83 having the same structure as described above. In FIGS. 26 and 28, these are illustrated for convenience of explanation. Omitted.

  The present invention is by no means limited to those shown in the above-described embodiments, and it goes without saying that various design changes can be made within the scope of the claims. One example is as follows.

 (1) FIGS. 29 to 32, FIG. 33, and FIG. 34 show another embodiment of the combined rainwater temporary storage tank 1 according to the present invention, and a method for allowing rainwater to naturally flow into the first storage tank 2. belongs to.

  29 to 32, the combined rainwater temporary storage tank 1 is configured such that the first storage tank 2 is provided with storage tanks 177 and 179 communicated with each other via a communication pipe 176 in parallel with a predetermined interval. The second storage tank 3 having the same configuration as described above using the space forming block 4 is formed in the entire portion between the storage tanks 177 and 179. Both the storage tanks 177 and 179 are the same concrete storage space structure as described above, and the lower portions of the opposing side wall portions 180 and 181 on one end side of the both storage tanks 177 and 179 are connected to the communication pipe. 176 communicates.

  And as shown to FIGS. 29-30, while the top part of the one end side of one storage tank 177 is the same structure as the above, the inflow part 8 which flows in rainwater and the drainage part 11 which discharges stored water are provided, As shown in FIGS. 31 to 32, an overflow port 5 and an outlet 6 that is opened and closed by a check valve 7 are provided above and below one side surface portion 180. As shown in FIGS. 31 to 32, the partition wall 9 that partitions the drain tank 10 is provided with an outflow adjustment port 12 and a spillway 13. In addition, an inflow portion 8 having the same configuration as described above is provided at the top of one end of the other storage tank 179. In FIGS. 29 and 32, reference numeral 183 denotes a manhole. Further, it is preferable to attach a first filter tool 82 and a second filter tool 83 to the outflow adjusting port 12 and the overflow port 5 in the same manner as described above.

  The combined rainwater temporary storage tank 1 shown in FIG. 33 has a configuration in which one end of parallel storage tanks 177 and 179 communicate with each other by a communication storage tank 185 instead of the communication pipe. A series of concrete first storage tanks 2 having a letter shape are provided. And the 2nd storage tank 3 of a structure similar to the above is comprised in the whole U-shaped inner part. Similarly to FIGS. 29 and 32, a drainage part 11 for draining the stored water is provided on one end side of one of the storage tanks 177. An overflow port 5 and an outlet 6 that is opened and closed by a check valve 7 are provided above and below the one side wall 182. Further, the partition wall 9 that partitions the drainage tank section 10 is provided with an outflow adjusting port 12 and a spillway 13 (see FIG. 32). Moreover, the inflow part 8 is not specified to what is shown in FIG. 33, but is set as required so that rainwater can be introduced into the storage tank in the shortest distance according to the situation of the construction site.

  34 is a series of concrete-made temporary rainwater storage tanks 1 formed by connecting both ends of parallel storage tanks 177 and 179 with communication storage tanks 185 and 185. The drainage tank part 10 having the same configuration as described above is provided by having one storage tank 2 and extending one end side of one storage tank 177 in the length direction. And the 2nd storage tank 3 of a structure similar to the above is comprised in the whole inside part of a square-shape.

  In addition, the drainage part 11 for discharging the stored water is provided in one storage tank 177, and the overflow port 5 and the outlet 6 opened and closed by the check valve 7 are provided above and below the one side wall part 182. In addition, the partition wall 9 that defines the drain tank 10 is provided with an outflow adjusting port 12 and a spillway 13. (Refer to FIG. 32) The inflow portion 8 is set as required so that rainwater can be introduced into the storage tank in the shortest distance according to the situation at the construction site. In FIG. One storage tank 177 is provided with a top part on one end side and a top part on both ends of the other storage tank 179 with different inflow directions. In FIG. 33, reference numeral 183 denotes a manhole.

 (2) FIGS. 35 to 36, FIG. 37, and FIG. 38 show another embodiment of the combined rainwater temporary storage tank 1 in which the flange 150 is installed adjacent to the first storage tank 2.

  The combined rainwater temporary storage tank 1 shown in FIGS. 35 to 36 has a first storage tank 2 composed of opposing storage tanks 177 and 179 communicated via a communication pipe 176, as shown in FIGS. And the collar part 150 of the structure similar to the above is provided adjacent to the one end side of one storage tank 177. As shown in FIG. As shown in FIG. 36, the flange 150 is divided into a first partition 160 and a second partition 161 by a partition wall 159, and a lower portion of the partition wall 159 is formed as shown in FIG. The outflow adjusting port 12 is provided, the inflow part 8 is provided in the first partition part 160, and the drainage part 11 is provided in the second partition part 161. An inflow portion 8 is also provided on one end side of the other storage tank 179. And the 2nd storage tank 3 of the same structure as the above is comprised in the whole between the storage tanks 177,179. In addition, as shown in FIG. 27, the rainwater that has flowed into the first partition 160 can flow into the first storage tank 2, and the discharge portion of the stored water sucked by the pump 151 configured as a submersible pump. 175 is provided in the first partition 160. In FIG. 35, reference numeral 183 denotes a manhole.

  In addition, as shown in FIG. 33, the combined rainwater temporary storage tank 1 shown in FIG. 37 has a U-shape in which one end side of the storage tanks 177 and 179 in an opposed state is communicated with each other through a communication storage tank 185. The first storage tank 2 is provided, and a flange 150 having the same configuration as shown in FIG. 35 is provided adjacent to one end of one storage tank 177. Further, the inflow portion 8 is provided in the same manner as shown in FIGS. 35 to 36, and is also provided on both ends of the other storage tank 179. And the 2nd storage tank 3 of a structure similar to the above is comprised in the whole U-shaped inner part. In addition, rainwater that has flowed into the first partition 160 of the collar 150 can flow into the first storage tank 2, and a discharge portion 175 of the stored water sucked by the pump 151 similar to the above is provided in the first partition 160. Is provided. In FIG. 7, reference numeral 183 denotes a manhole.

  Further, the combined rainwater temporary storage tank 1 shown in FIG. 38 has a square shape formed by connecting the opposite ends of the storage tanks 177 and 179 having the same configuration as described above with the communication storage tanks 185 and 185. The first storage tank 2 is provided, and a flange 150 having the same configuration as described above is provided adjacent to one end side of one storage tank 177. Further, the inflow portion 8 is provided in the same manner as shown in FIGS. 35 to 36, and is also provided on both ends of the other storage tank 179. In addition, rainwater that has flowed into the first partition 160 of the collar 150 can flow into the first storage tank 2, and a discharge portion 175 of the stored water sucked by the pump 151 similar to the above is provided in the first partition 160. Is provided. And the 2nd storage tank 3 of a structure similar to the above is comprised in the whole inside part of a square-shape. In FIG. 38, reference numeral 183 denotes a manhole.

 (3) Although the 1st storage tank 2 and the 2nd storage tank 3 are provided in the adjacent state in the said each Example, as shown, for example in FIG. , May be arranged at intervals of about 5 to 20 m. When comprised in this way, both the storage tanks 2 and 3 are connected by the communication pipes 174 and 178 in the outflow port 6 and the overflow port 5 of a 1st storage tank.

 (4) FIG. 40 shows a case where a pit 186 for mud pool is provided at the bottom of a required portion of the bottom surface of the first storage tank 2, for example, before the outflow adjusting port 12 of the partition wall 9. In this case, it is preferable that the bottom surface 187 of the first storage tank 2 is slightly inclined toward the pit 186 so that deposits at the bottom of the storage tank can be collected as much as possible in the pit.

 (5) The first storage tank 2 is configured as a concrete storage space structure whose top surface portion is closed in each of the embodiments, but the upper end of the first storage tank 2 is opened. Sometimes configured in a pool.

 (6) The drainage tank 10 provided in the first storage tank 2 is usually provided close to the end of the first storage tank when the first storage tank has a linear shape. In consideration of the ease of connection, etc., it is provided at any optimal location.

 (7) It is preferable that the space forming block 4 constituting the second storage tank 3 is made of a plastic member as described above because it is very lightweight and excellent in handling, but has a hollow inside. There are also cases where this cavity is configured as a concrete block, for example, which opens on the outer surface. In addition, if the space formation block 4 can comprise a storage space | gap structure by installing vertically and horizontally and up and down, it can also be comprised using gravel etc.

 (8) In the present invention, the number of the outlets 6 and the overflow ports 5 that are opened and closed by the check valve 7, their opening areas, and their shapes exceed the set water level L of the first storage tank 2. The stored water can be effectively overflowed into the second storage tank 3, and when the water level in the first storage tank 2 is lowered, the stored water in the second storage tank 3 is transferred to the first storage tank 2. It can be set as required as long as it can effectively flow out.

 (9) The second storage tank 3 constituting the present invention is configured by covering the entire storage void structure formed by installing the space forming block with a water shielding sheet in each of the above embodiments. However, it may be configured by covering the entire storage void structure with a water-permeable sheet. The water permeable sheet is a sheet that allows water to pass but does not allow earth and sand to pass through. The water permeable sheet is used when the groundwater level is low and the groundwater does not possibly enter the second storage tank 3. In such a case, at least the lower surface of the storage void structure is covered with a water permeable sheet.

  When comprised in this way, when covering the outer side of this water-permeable sheet with a protective sheet and arrange | positioning the said support plate inside this water-permeable sheet, this protective sheet uses what has water permeability, and also this support plate In this case, one having water permeability or one having a structure that allows water to permeate from continuous portions of the support plates is used. When the second storage tank 3 is used, a part of the stored water in the second storage tank 3 can be infiltrated underground to enrich the groundwater.

  In the case of such a configuration, there are cases where only the lower surface of the storage void structure is covered with a water-permeable sheet and other portions are covered with a water-impervious sheet. The side surface may be covered with a water shielding sheet while being covered with a sheet. Furthermore, only the lower surface and the side surface of the storage void structure may be covered with the water permeable sheet and the upper surface may be covered with the water shielding sheet.

  In particular, as shown in FIG. 41, the upper surface of the storage void structure 148 is covered with a support plate 131 that is permeable or can be permeable to water from the connecting portion, and is covered with a permeable sheet 189, and further is permeable to water. After forming the second storage tank 3 by covering it with the protective sheet 129, when the water-permeable pavement part 190 is formed on the upper surface part of the second storage tank 3, the pavement part 190 penetrated during the rain. Since rainwater can pass through the protection sheet 129 and the water permeable sheet 189 and flow into the second storage tank 3, a slip accident of the traveling vehicle can be prevented.

 (10) In each of the embodiments in which rainwater naturally flows into the first storage tank, an inflow portion 8 for allowing rainwater to flow into the first storage tank 2 is formed on the top side of the first storage tank 2. However, rainwater may flow from the upper part of the side surface of the first storage tank 2.

 (11) As long as the first storage tank 2 in the present invention is configured as a concrete storage space structure having at least a bottom surface portion and a side surface portion as a concrete structure portion, as described above, a box shape In addition to being configured by connecting precast concrete blocks such as blocks, for example, as disclosed in JP-A-10-68162, it may also be configured using column members, wall members, and beam members made of precast concrete. is there. Moreover, it may be configured by on-site construction.

 (12) In this invention, a 2nd storage tank is comprised by covering the whole storage space | gap structure formed by installing a space formation block vertically and horizontally and up and down with a water shielding sheet and / or a water permeable sheet. Usually, as shown in the above embodiment, in order to protect the water-impervious sheet and the water-permeable sheet, the outside is covered with a protective sheet, or the support plate is provided inside the water-impervious sheet and the water-permeable sheet. Place.

 (13) The spillway 13 provided in the first storage tank 2 and the flange 150 may be formed as an opening over the entire width of the partition wall provided on the partition wall 9 as shown in FIG. .

 (14) In the present invention, “providing the spillway at the upper side of the overflow port” includes a case where the lower end of the spillway is provided so as to coincide with the upper end of the overflow port.

 (15) The first filter device 82 and the second filter device 83 can be variously configured in a mesh shape or the like as long as floating substances such as fallen leaves can be filtered.

 (16) When the stored water in the first storage tank 2 is sucked by the pump 151 and discharged into the first partition 160 of the flange 150, the pump 151 is the above-described submersible pump. In addition, the pump installed outside storage tanks, such as the ground, may be sufficient.

It is a partially cutaway perspective view showing a combined rainwater temporary storage tank according to the present invention. It is sectional drawing explaining a 1st storage tank. It is sectional drawing which shows the inflow state of the rainwater into a 1st storage tank. It is a perspective view which shows a 1st storage tank. It is a disassembled perspective view explaining the structure of the inflow side of the rainwater of a 1st storage tank. It is a disassembled perspective view explaining the structure by the side of the rainwater drainage of a 1st storage tank. It is a perspective view which shows the structure of the partition block which comprises the rainwater drainage side with a 1st filter tool. It is a perspective view which shows the structure of the overflow part from a 1st storage tank to a 2nd storage tank with a 2nd filter tool. It is a perspective view which shows the check valve provided in the boundary part of a 1st storage tank and a 2nd storage tank in the closed state. It is a perspective view which shows the state which the check valve opened. It is sectional drawing which shows the structure of the drainage tank part provided in the edge part of a 1st storage tank with the inflow state of the stored water in this drainage tank part. It is a partially cutaway perspective view explaining the structure by the side of the drainage tank part of a 1st storage tank. It is a perspective view which shows the structure of the 1st filter tool which covers the outflow adjustment port formed in the partition block which comprises this drainage tank part in the state which opened the filter board. It is a perspective view which shows the state which covered the overflow hole which connects a 1st storage tank and a 2nd storage tank with the 2nd filter tool. It is a perspective view which shows the filter tool in the state which opened the filter board. It is a perspective view which shows the space formation block which comprises a 2nd storage tank with a support plate. It is a partial cross section side view which shows the state which accumulated the space formation block. It is a perspective view explaining the connection structure of the space formation blocks connected horizontally. It is a perspective view which shows the connection part of a space formation block. It is a perspective view which shows the process state of the construction space for constructing a 2nd storage tank. It is a perspective view which shows the process state of the outer periphery of an overflow hole. It is a perspective view which shows the state which installed the space formation block in the construction space processed as mentioned above. It is a partial cross section perspective view explaining the composition of the 2nd storage tank. It is sectional drawing which shows the movement state of the stored water from a 2nd storage tank into a 1st storage tank. It is a perspective view which shows the other aspect of the composite-type rainwater temporary storage tank which concerns on this invention. It is sectional drawing which shows the 1st storage tank. FIG. It is sectional drawing which shows the collar part installed adjacent to the one end side of a 1st storage tank. It is a top view which shows the other aspect of the composite-type rainwater temporary storage tank which concerns on this invention. It is the AA sectional view. It is the BB sectional drawing. It is a fragmentary sectional view explaining the composition of the 1st storage tank. It is a top view which fractures | ruptures a part of 2nd storage tank, and shows the other aspect of the composite type rainwater temporary storage tank which concerns on this invention. Similarly, it is a top view which fractures | ruptures a part of 2nd storage tank and shows another aspect. Similarly, it is a top view which fractures | ruptures a part of 2nd storage tank and shows another aspect. It is sectional drawing which shows the collar part installed adjacent to the 1st storage tank. Similarly, it is a top view which fractures | ruptures a part of 2nd storage tank and shows another aspect. Similarly, it is a top view which fractures | ruptures a part of 2nd storage tank and shows another aspect. It is a top view which shows the compound type rainwater temporary storage tank formed by separating the 1st storage tank and the 2nd storage tank. It is a fragmentary sectional view which shows the composite-type rainwater temporary storage tank by which the pit for mud storage was provided in the 1st storage tank. It is sectional drawing which shows the composite-type rainwater temporary storage tank by which a water-permeable pavement part is formed in the upper part of a 2nd storage tank. It is sectional drawing which shows the other aspect of spilling water.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Combined type rainwater temporary storage tank 2 1st storage tank 3 2nd storage tank 4 Space formation block 5 Overflow port 6 Outlet 7 Check valve 8 Inflow part 9 Partition 10 Drainage tank part 11 Drainage part 12 Outflow adjustment port 13 Surplus Spout 19 Bulkhead block 80 Mud reservoir 82 First filter tool 83 Second filter tool 129 Protective sheet 130 Water shielding sheet 131 Support plate 150 Saddle 151 Submersible pump 152 Pump pit 159 Partition wall 160 First partition 162 Second partition 163 Spilling water 177 Storage tank 176 Communication pipe 179 Storage tank 185 Communication storage tank

Claims (7)

The first storage tank and the second storage tank, which are in communication with each other, are buried underground, and the first storage tank is a concrete storage space structure having at least a bottom surface portion and a side surface portion as a concrete structure portion. In addition, an inflow portion for allowing rainwater to flow in and a drainage portion for discharging stored water are provided, and the second storage tank is formed by installing space forming blocks vertically and horizontally and vertically. The entire storage void structure is covered with a water shielding sheet,
In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the flow of the stored water from the 2nd storage tank toward the 1st storage tank is permitted in this outflow port However, there is a check valve that prevents the reverse flow,
Further, a drainage tank part is defined by a partition wall in a part of the first storage tank, the drainage tank part is provided with the drainage part, and the partition wall is positioned below the outlet and flows out. A composite rainwater temporary storage tank provided with an adjustment port and provided with a spillway for discharging sewage to the drainage tank part, located above the overflow port. The first storage tank and the second storage tank, which are in communication with each other, are buried underground, and the first storage tank is a concrete storage space structure having at least a bottom surface portion and a side surface portion as a concrete structure portion. In addition, the second storage tank has a space forming block disposed vertically and horizontally and vertically, and the entire storage void structure formed is covered with a water shielding sheet,
In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, there is a check valve that prevents the reverse flow,
In addition, a saddle portion is installed corresponding to the first storage tank, and the inside of the saddle portion is divided into a first partition portion and a second partition portion by a partition wall portion, and at the lower portion of the partition wall portion, An outflow adjusting port is provided, and an upper portion of the partition wall portion is provided with a spillway outlet that is located above the overflow port and discharges sewage into the second partition portion. Rainwater that has flowed in can flow into the first storage tank from the inflow portion, and a discharge portion of the stored water sucked by the pump is provided in the first partition portion, and the first discharge portion is provided with the first discharge portion. The combined rainwater temporary storage is characterized in that water flowing into the partitioning section can flow into the second partitioning section from the outflow adjusting port and drained from a drainage section provided in the second partitioning section. Tank. The first storage tank and the second storage tank, which are in communication with each other, are buried underground, and the first storage tank is a concrete storage space structure having at least a bottom surface portion and a side surface portion as a concrete structure portion. In addition, an inflow part for allowing rainwater to flow in and a drainage part for discharging stored water are provided, and the second storage tank is formed by arranging space forming blocks vertically and horizontally and vertically. At least the bottom surface of the stored void structure is covered with a water-permeable sheet that allows water to pass through but does not allow soil particles to pass through, and other surfaces of the storage void structure except for the portion covered with the water-permeable sheet are shielded. Covered with water sheet,
In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, there is a check valve that prevents the reverse flow,
Further, a drainage tank part is defined by a partition wall in a part of the first storage tank, the drainage tank part is provided with the drainage part, and the partition wall is positioned below the outlet and flows out. A composite rainwater temporary storage tank provided with an adjustment port and provided with a spillway for discharging sewage to the drainage tank part, located above the overflow port. The first storage tank and the second storage tank, which are in communication with each other, are buried underground, and the first storage tank is a concrete storage space structure having at least a bottom surface portion and a side surface portion as a concrete structure portion. In addition, the second storage tank is a water-permeable sheet in which at least the bottom surface of the storage void structure formed by arranging the space forming blocks vertically and horizontally and vertically allows water to pass but does not allow soil particles to pass. The other surface of the storage void structure other than the portion covered with the water permeable sheet is covered with a water shielding sheet,
In addition, the first storage tank and the second storage tank are communicated with each other at an overflow port that causes the stored water exceeding the set water level of the first storage tank to overflow into the second storage tank. In the lower part, it communicates with the outflow port which flows out the stored water of the 2nd storage tank to the 1st storage tank, and the outflow is allowed to flow out of the stored water from the 2nd storage tank toward the 1st storage tank. However, there is a check valve that prevents the reverse flow,
In addition, a saddle portion is installed corresponding to the first storage tank, and the inside of the saddle portion is divided into a first partition portion and a second partition portion by a partition wall portion, and at the lower portion of the partition wall portion, An outflow adjusting port is provided, and an upper portion of the partition wall portion is provided with a spillway outlet that is located above the overflow port and discharges sewage into the second partition portion. Rainwater that has flowed in can flow into the first storage tank from the inflow portion, and a discharge portion of the stored water sucked by the pump is provided in the first partition portion, and the first discharge portion is provided with the first discharge portion. The combined rainwater temporary storage is characterized in that water flowing into the partitioning section can flow into the second partitioning section from the outflow adjusting port and drained from a drainage section provided in the second partitioning section. Tank.   5. The combined rainwater temporary storage tank according to claim 1, wherein the space forming block is made of plastic.   The bottom of the first storage tank is a mud reservoir, and the lower end of the outflow adjusting port and the lower end of the check valve are not located below the upper end of the mud reservoir. Combined rainwater temporary storage tank The bottom of the first storage tank is a mud reservoir, the lower end of the check valve is not located below the upper end of the mud reservoir, and the bottom of the first partition is a sand settling part, The combined rainwater temporary storage tank according to claim 2 or 4, wherein a lower end of the outflow adjusting port is not located below an upper end of the sand settling part.

Images