JP2022129132A - Catchment basin water quantity adjustment structure and catchment basin - Google Patents

Catchment basin water quantity adjustment structure and catchment basin Download PDF

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JP2022129132A
JP2022129132A JP2021027704A JP2021027704A JP2022129132A JP 2022129132 A JP2022129132 A JP 2022129132A JP 2021027704 A JP2021027704 A JP 2021027704A JP 2021027704 A JP2021027704 A JP 2021027704A JP 2022129132 A JP2022129132 A JP 2022129132A
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water
basin
communication port
partition wall
space
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JP7227638B2 (en
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功 藤林
Isao Fujibayashi
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FUJIBAYASHI CONCRETE KOGYO CO Ltd
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FUJIBAYASHI CONCRETE KOGYO CO Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

To provide a catchment basin water quantity adjustment structure suitable for a catchment basin installed at a point where a plurality of side gutters converge.SOLUTION: A catchment basin water quantity adjustment structure provided in a catchment basin 1 has a space 12 surrounded by a partition wall 11, and is configured such that a fluid flows into the space 12 when an amount of the fluid in the catchment basin 1 exceeds a predetermined amount, and the partition wall 11 is provided with a lead-out part 13 for leading the fluid flowing into the space 12 to an external drainage facility 30 such as an underground storage tank or a river through an external communication port 3 provided in the catchment basin 1.SELECTED DRAWING: Figure 1

Description

本発明は、集水桝用水量調整構造及び集水桝に関するものである。 TECHNICAL FIELD The present invention relates to a water volume adjusting structure for a catch basin and a catch basin.

多くの車道においては、車道に沿って側溝が設けられ、さらに、車道を側溝側に下がり傾斜させ、降雨の際、雨水が傾斜に沿って側溝側に流れるようにして車道上に雨水が溜まらないようしている。 In many roadways, gutters are provided along the roadway, and the roadway is slanted downward to the side of the gutter so that when it rains, rainwater flows along the slope to the side of the gutter to prevent rainwater from accumulating on the roadway. I'm doing

ところで、従来、この側溝においては、複数の側溝が合流する地点に、合流により一時的に増加した水を受け止め、側溝からの水の氾濫を防止したり、雨水と共に側溝内を流れる泥や小石、落ち葉やゴミなどを集めることを目的とした集水桝(雨水桝とも言う。)が設けられている。 By the way, conventionally, in this gutter, at the point where a plurality of gutter merges, a temporary increase in water due to the confluence is received to prevent water from flooding the gutter. A catch basin (also called a rain catch basin) is provided for the purpose of collecting fallen leaves, garbage, and the like.

また、この集水桝においては、特許文献1に記載されるような、貯留槽と連設され、豪雨の際、側溝を流れる雨水の一部を貯留槽へ排水するように構成されているもの(以下、「従来例」という。)もある。 In addition, in this water collection box, it is connected to a storage tank as described in Patent Document 1, and is configured to drain part of the rainwater flowing through the side gutter to the storage tank during heavy rain. (hereinafter referred to as "conventional example").

上記従来例は、図13に示すように、内部に流入口64側の側壁61と流出口65側の側壁62との間に上端が流入口64よりも上位に位置する堰板63が設けられ、豪雨などにより流入口64側の水量が増加し、堰板63の高さ以上の水量になった場合、流入口64側の水が堰板63を越えて流出口65側に流入し、流出口65を介して貯留槽70へ流入するように構成され、これにより、豪雨時の側溝50や集水桝60における雨水の氾濫を可及的に防止している。 In the conventional example, as shown in FIG. 13, a shuttering plate 63 having an upper end positioned higher than the inlet 64 is provided between the side wall 61 on the side of the inlet 64 and the side wall 62 on the side of the outlet 65. When the amount of water on the inflow port 64 side increases due to heavy rain or the like, and the amount of water exceeds the height of the dam plate 63, the water on the inflow port 64 side flows over the dam plate 63 and flows into the outflow port 65 side. It is configured to flow into the storage tank 70 through the outlet 65, thereby preventing flooding of rainwater in the gutter 50 and the catch basin 60 during heavy rain as much as possible.

特開2011-202472号公報JP 2011-202472 A

しかしながら、従来例のように、堰板63が流入口側の側壁61と流出口側の側壁62との間に設けられる構成では、複数の側溝50が合流する地点、例えば、図14に示すような、二本の側溝50が合流して一本の側溝50になる地点に設けられた場合、複数の側壁61に流入口64が設けられるため、内部を流入口64側と流出口65側とに適正に区画することが厄介である。 However, in the configuration in which the shutter plate 63 is provided between the side wall 61 on the side of the inlet and the side wall 62 on the side of the outlet, as in the conventional example, the point where the plurality of side grooves 50 converge, for example, as shown in FIG. In addition, when two side gutters 50 are provided at a point where they join to form one side gutter 50, a plurality of side walls 61 are provided with inlets 64, so the inside is divided into an inlet 64 side and an outlet 65 side. It is cumbersome to properly partition the

本発明は、上述した従来例の問題を解決した集水桝用水量調整構造及び集水桝を提案するものである。 The present invention proposes a water volume adjusting structure for a catch basin and a catch basin that solves the problems of the conventional example described above.

添付図面を参照して本発明の要旨を説明する。 The gist of the present invention will be described with reference to the accompanying drawings.

集水桝1内に設けられる集水桝用水量調整構造であって、区画壁11に囲繞された空間12を有し、前記集水桝1内の流体が所定量以上となった場合、前記流体が前記空間12内に流れ込むように構成され、前記区画壁11には前記空間12内に流れ込んだ流体を前記集水桝1に設けられた外部連通口3を介して地下貯留槽や河川などの外部排水施設30に導出する導出部13が設けられていることを特徴とする集水桝用水量調整構造に係るものである。 A water volume adjustment structure for a water collection basin 1, which has a space 12 surrounded by a partition wall 11, and when the amount of fluid in the water collection basin 1 exceeds a predetermined amount, the above-mentioned The partition wall 11 allows the fluid flowing into the space 12 to pass through the external communication port 3 provided in the water collection pit 1 to an underground storage tank, river, or the like. It relates to the water amount adjusting structure for a catchment basin, characterized in that a lead-out part 13 leading out to an external drainage facility 30 is provided.

また、請求項1記載の集水桝用水量調整構造において、前記区画壁11は、上部開口部14を有し、この上部開口部14から前記流体が前記空間12内に流れ込むように構成されていることを特徴とする集水桝用水量調整構造に係るものである。 Further, in the water volume adjusting structure for a catch basin according to claim 1, the partition wall 11 has an upper opening 14, and the fluid flows into the space 12 from the upper opening 14. The present invention relates to a water volume control structure for a catchment basin, characterized in that

また、請求項1,2いずれか1項に記載の集水桝用水量調整構造において、前記区画壁11は、一側面が開口する平面視コ字状に形成され、この一側面の開口部を前記導出部13とする構成であることを特徴とする集水桝用水量調整構造に係るものである。 In addition, in the water volume control structure for a catch basin according to any one of claims 1 and 2, the partition wall 11 is formed in a U-shape in plan view with one side opening, and the one side opening is It relates to a water volume control structure for a catch basin, characterized in that it is configured as the lead-out portion 13 .

また、請求項1~3いずれか1項に記載の集水桝用水量調整構造において、前記区画壁11は、底部15を有し、この底部15により前記空間12の下部開口部が閉口されている構成であることを特徴とする集水桝用水量調整構造に係るものである。 In addition, in the water volume adjusting structure for a catch basin according to any one of claims 1 to 3, the partition wall 11 has a bottom portion 15, and the bottom portion 15 closes the lower opening of the space 12. The present invention relates to a water volume control structure for a catchment basin, characterized in that it has a configuration in which

また、請求項2~4いずれか1項に記載の集水桝用水量調整構造において、前記上部開口部14には、落ち葉やゴミなどの異物の侵入を防止する網目状の蓋体16が設けられていることを特徴とする集水桝用水量調整構造に係るものである。 In addition, in the water volume adjusting structure for a catch basin according to any one of claims 2 to 4, the upper opening 14 is provided with a mesh lid 16 for preventing entry of foreign matter such as fallen leaves and dust. It relates to a water volume adjustment structure for a catchment basin, characterized in that it is provided.

また、請求項5記載の集水桝用水量調整構造において、前記蓋体16は、円錐形状、角錐形状、円錐台形、角錐台形状若しくは凸湾曲形状に形成されていることを特徴とする集水桝用水量調整構造に係るものである。 The water volume adjusting structure for a catch basin according to claim 5, wherein the cover body 16 is formed in a conical shape, a pyramidal shape, a truncated conical shape, a truncated pyramidal shape, or a convexly curved shape. It relates to the water volume control structure for the basin.

また、側溝20に連設される集水桝であって、上流側の側溝20と連通する上流側側溝連通口4と、下流側の側溝20と連通する下流側側溝連通口5と、地下貯留槽や河川などの外部排水施設30と連通する外部連通口3とが設けられた集水桝本体2と、この集水桝本体2内に設けられる水量調整ブロック10とからなり、前記水量調整ブロック10は、区画壁11に囲繞された空間12を有し、前記集水桝本体2内の流体が所定量以上となった場合、前記流体が前記空間12内に流れ込むように構成され、また、前記水量調整ブロック10は、前記区画壁11に前記集水桝本体2に設けられた前記外部連通口3と連接される導出部13が設けられ、この導出部13を介して前記空間12内に流れ込んだ流体を前記外部排水施設30に導出するように構成されていることを特徴とする集水桝に係るものである。 In addition, it is a water collection pit connected to the gutter 20, and includes an upstream side gutter communication port 4 communicating with the upstream side gutter 20, a downstream side gutter communication port 5 communicating with the downstream side gutter 20, and an underground storage. It consists of a water collection box body 2 provided with an external communication port 3 communicating with an external drainage facility 30 such as a tank or a river, and a water volume adjustment block 10 provided in the water collection box body 2, the water volume adjustment block 10 has a space 12 surrounded by a partition wall 11, and is constructed so that the fluid flows into the space 12 when the fluid in the water collection basin body 2 exceeds a predetermined amount; The water volume adjusting block 10 is provided with a lead-out portion 13 connected to the external communication port 3 provided in the water collection basin main body 2 in the partition wall 11. The water collecting basin is characterized in that it is constructed so as to lead out the fluid that has flowed into it to the external drainage facility 30 .

また、請求項7記載の集水桝において、前記区画壁11は、上部開口部14を有し、この上部開口部14から前記流体が前記空間12内に流れ込むように構成されていることを特徴とする集水桝に係るものである。 Further, in the water collecting basin according to claim 7, the partition wall 11 has an upper opening 14, and the fluid flows into the space 12 from the upper opening 14. It is related to the water collection basin.

また、請求項7,8いずれか1項に記載の集水桝において、前記区画壁11は、一側面が開口する平面視コ字状に形成され、この一側面の開口部を前記導出部13とする構成であることを特徴とする集水桝に係るものである。 Further, in the water collecting basin according to any one of claims 7 and 8, the partition wall 11 is formed in a U-shape in plan view with one side open, and the opening of this one side is the lead-out portion 13 It relates to a water collection basin characterized by a configuration as follows.

また、請求項7~9いずれか1項に記載の集水桝において、前記区画壁11は、底部15を有し、この底部15により前記空間12の下部開口部が閉口されている構成であることを特徴とする集水桝に係るものである。 Further, in the water collecting basin according to any one of claims 7 to 9, the partition wall 11 has a bottom portion 15, and the bottom portion 15 closes the lower opening of the space 12. It relates to a water collection basin characterized by the following.

また、請求項8~10いずれか1項に記載の集水桝において、前記上部開口部14には、落ち葉やゴミなどの異物の侵入を防止する網目状の蓋体16が設けられていることを特徴とする集水桝に係るものである。 In addition, in the water collecting basin according to any one of claims 8 to 10, the upper opening 14 is provided with a mesh-like lid 16 for preventing foreign matter such as fallen leaves and dust from entering. It relates to a water collection basin characterized by

また、請求項11記載の集水桝において、前記蓋体16は、円錐形状、角錐形状、円錐台形状若しくは角錐台形状に形成されていることを特徴とする集水桝に係るものである。 Further, in the catch basin according to claim 11, the lid body 16 is formed in a cone shape, a pyramid shape, a truncated cone shape, or a truncated pyramid shape.

また、請求項7~12いずれか1項に記載の集水桝において、前記下流側側溝連通口5は、上側に設けられる上側側溝連通口5aと下側に設けられる下側側溝連通口5bとで構成されていることを特徴とする集水桝に係るものである。 Further, in the water collecting basin according to any one of claims 7 to 12, the downstream side groove communication port 5 includes an upper side groove communication port 5a provided on the upper side and a lower side groove communication port 5b provided on the lower side. It relates to a water collection basin characterized by being composed of.

本発明は上述のように構成したから、複数の側溝が合流する地点に設けた集水桝内の流体の流れを妨げることなく適正に区画して、集水桝内の流体が所定量以上となった場合、集水桝内の流体を区画壁で囲繞した空間内に導入し、この空間に導入した流体を導出部及び外部連通口を介して外部に導出して、側溝や集水桝の氾濫を可及的に防止することができる集水桝用水量調整構造及び集水桝となる。 Since the present invention is configured as described above, the fluid flow in the catch basin provided at the point where a plurality of side ditches converge is properly partitioned without hindrance, and the fluid in the catch basin is kept at a predetermined amount or more. In such a case, the fluid in the catch basin is introduced into the space surrounded by the partition wall, and the fluid introduced into this space is led out through the lead-out part and the external communication port to the outside of the gutter or catch basin. A water volume adjusting structure for a catch basin and a catch basin that can prevent flooding as much as possible.

本実施例を示す斜視図である。It is a perspective view which shows a present Example. 本実施例の分解斜視図である。It is an exploded perspective view of a present Example. 本実施例の設置状態を示す説明平面図である。It is an explanatory plan view showing an installation state of the present embodiment. 本実施例の水量調整ブロックを示す斜視図である。It is a perspective view which shows the water quantity adjustment block of a present Example. 本実施例の水量調整ブロックの分解斜視図である。Fig. 2 is an exploded perspective view of the water volume adjusting block of the embodiment; 本実施例の水量調整ブロック配置例を示す概略説明図である。It is a schematic explanatory drawing which shows the example of water amount adjustment block arrangement|positioning of a present Example. 本実施例の水量調整ブロック配置例を示す概略説明図である。It is a schematic explanatory drawing which shows the example of water amount adjustment block arrangement|positioning of a present Example. 本実施例の水量調整ブロック配置例を示す概略説明図である。It is a schematic explanatory drawing which shows the example of water amount adjustment block arrangement|positioning of a present Example. 本実施例の使用状態(排水作用)を示す概略説明図である。It is a schematic explanatory drawing which shows the use condition (drainage effect|action) of a present Example. 本実施例の使用状態(排水作用)を示す概略説明図である。It is a schematic explanatory drawing which shows the use condition (drainage effect|action) of a present Example. 本実施例の使用状態(排水作用)を示す概略説明図である。It is a schematic explanatory drawing which shows the use condition (drainage effect|action) of a present Example. 本実施例の水量調整ブロックの使用状態を示す概略説明図である。It is a schematic explanatory drawing which shows the use condition of the water quantity adjustment block of a present Example. 従来例を示す概略説明図である。It is a schematic explanatory drawing which shows a conventional example. 従来例の問題点を示す概略説明図である。FIG. 10 is a schematic explanatory diagram showing a problem of a conventional example;

好適と考える本発明の実施形態を、図面に基づいて本発明の作用を示して簡単に説明する。 A preferred embodiment of the present invention will be briefly described with reference to the drawings showing the operation of the present invention.

複数の側溝50が合流する地点に設けられた集水桝60に従来例の集水桝用水量調整構造(堰板63)を採用した場合、図14に示すように、一方の流入口64からの流れが堰板63によって妨げられてしまう。 When a conventional example of a water collection basin water volume adjustment structure (dam plate 63) is adopted for a water collection basin 60 provided at a point where a plurality of side ditches 50 converge, as shown in FIG. flow is obstructed by the weir plate 63.

この点、本発明は、区画壁11に囲繞された空間12を有し、この空間12内に集水桝1内の流体が導入されるように構成されているから、図6~図8に示すように、集水桝1内の流体の流れを妨げない適宜な位置に区画壁11を配設することができ、前記集水桝1内の流体が所定量以上となった場合、流体を空間12内に導入し、この空間12内に導入した流体を導出部13及び外部連通口3を介して例えば貯留槽や河川などの外部排水施設30に導出(排出)し、側溝20や集水桝1の氾濫を可及的に防止することができる。 In this respect, the present invention has a space 12 surrounded by partition walls 11, and is constructed so that the fluid in the water collection basin 1 is introduced into this space 12. Therefore, as shown in FIGS. As shown, the partition wall 11 can be disposed at an appropriate position that does not hinder the flow of fluid in the water collecting basin 1, and when the fluid in the water collecting basin 1 exceeds a predetermined amount, the fluid is Introduced into the space 12, the fluid introduced into the space 12 is led out (discharged) to an external drainage facility 30 such as a storage tank or a river through the lead-out part 13 and the external communication port 3, and is discharged to the gutter 20 or water collection. Flooding of the basin 1 can be prevented as much as possible.

本発明の具体的な実施例について図面に基づいて説明する。 A specific embodiment of the present invention will be described with reference to the drawings.

本実施例は、側溝20及び地下貯留槽30と連通し、平時(通常の雨量の降雨時)は、上流側の側溝20から流入する雨水をそのまま下流側の側溝20へ排出し、豪雨などにより内部の雨水が所定量以上となった場合、内部の雨水の一部を地下貯留槽30に排出し、雨水の側溝20や集水桝1自体からの氾濫を可及的に防止するように構成される集水桝1であり、図1,2に示すように、集水桝本体2と、この集水桝本体2内に設けられる水量調整ブロック10とからなるものである。 This embodiment communicates with the gutter 20 and the underground storage tank 30, and in normal times (during normal rainfall), the rainwater flowing from the upstream side gutter 20 is discharged to the downstream side gutter 20 as it is. When the internal rainwater exceeds a predetermined amount, part of the internal rainwater is discharged to the underground storage tank 30 to prevent the rainwater from flooding from the side gutter 20 and the water collecting pit 1 itself as much as possible. 1 and 2, it consists of a water collection box main body 2 and a water volume control block 10 provided inside the water collection box main body 2. As shown in FIGS.

なお、本実施例は、図6に示すような、二本の側溝20が合流する地点に設けられ、流れ込んだ雨水を一本の側溝20へ排出するように構成された場合である。 In this embodiment, as shown in FIG. 6, two side gutters 20 are provided at a point where they merge, and rainwater that has flowed in is discharged to one side gutter 20. As shown in FIG.

以下、本実施例に係る構成各部について詳述する。 Each component of the configuration according to the present embodiment will be described in detail below.

集水桝本体2は、方形箱状に形成され、図2に示すように、一方の上流側の側溝20が連設される一方側側溝上流連設面に一方の上流側の側溝20と連通する上流側側溝連通口4と外部連通口3が設けられ、また、他方の上流側の側溝20が連設される他方側側溝上流連設面に他方の上流側の側溝20と連通する上流側側溝連通口4が設けられ、さらに、上流側側溝連通口4と外部連通口3が設けられた一方側側溝上流連設面と対向し下流側の側溝20が連設される側溝下流連設面に下流側側溝連通口5が夫々設けられている。 The water collection pit body 2 is formed in the shape of a rectangular box, and as shown in FIG. The upstream side groove communication port 4 and the external communication port 3 are provided, and the other side groove upstream connection surface to which the other upstream side groove 20 is connected is connected to the other upstream side groove 20. A gutter downstream connection surface on which a gutter communication port 4 is provided, and a gutter 20 on the downstream side is connected to the one side gutter upstream connection surface on which the upstream side gutter communication port 4 and the external communication port 3 are provided. are provided with downstream side groove communication ports 5, respectively.

具体的には、外部連通口3は、集水桝本体2の下側(底側)に設けられ、図3に示すように、外部排水施設30に連結される連結配管31と連通するように構成されている。 Specifically, the external communication port 3 is provided on the lower side (bottom side) of the water collection basin body 2, and as shown in FIG. It is configured.

また、上流側側溝連通口4は、側溝20の断面形状とほぼ同等の形状に形成され、上流側の側溝20と連通するように集水桝本体2の上側に設けられている。 The upstream side gutter communication port 4 is formed in a cross-sectional shape substantially equal to that of the side gutter 20, and is provided on the upper side of the catch basin main body 2 so as to communicate with the side gutter 20 on the upstream side.

また、下流側側溝連通口5は、上側に設けられる上側側溝連通口5aと下側に設けられる下側側溝連通口5bとで構成されている。 The downstream side groove communication port 5 is composed of an upper side groove communication port 5a provided on the upper side and a lower side groove communication port 5b provided on the lower side.

具体的には、上側側溝連通口5aと下側側溝連通口5bとは所定の高さの仕切壁6を介して上下方向に並設され、本実施例においては、下側側溝連通口5bは雨水の流量が少ない平時の流出口として機能し、上側側溝連通口5aは豪雨時のオーバーフロー口として機能する。 Specifically, the upper side groove communication port 5a and the lower side groove communication port 5b are arranged side by side in the vertical direction via a partition wall 6 having a predetermined height. It functions as an outflow port during normal times when the flow rate of rainwater is small, and the upper side gutter communication port 5a functions as an overflow port during heavy rain.

なお、外部連通口3、上流側側溝連通口4及び下流側側溝連通口5の配設数、配設位置は上記に限定されるものではなく、連設される側溝20の本数や配置により適宜変更可能なものとする。 The number and positions of the external communication openings 3, the upstream side groove communication openings 4, and the downstream side groove communication openings 5 are not limited to the above. be changeable.

また、上述した集水桝本体2内に設けられる水量調整ブロック10は、区画壁11に囲繞された空間12を有し、集水桝本体2内の水量が所定量以上となった場合、集水桝本体2内の雨水が空間12内に流れ込むように構成され、さらに、区画壁11に導出部13が設けられ、この導出部13から空間12内に流れ込んだ雨水を集水桝本体2に設けられた外部連通口3を介して地下貯留槽30に導出(排出)するように構成されている。 In addition, the water volume adjustment block 10 provided in the water collection basin body 2 described above has a space 12 surrounded by a partition wall 11, and when the water volume in the water collection basin body 2 exceeds a predetermined amount, The rainwater in the basin main body 2 flows into the space 12, and the partition wall 11 is provided with a lead-out portion 13. It is configured to lead out (discharge) to the underground storage tank 30 through the provided external communication port 3 .

具体的には、本実施例の区画壁11は、図4,5に示すように、一側面が開口する平面視コ字状に形成され、この一側面の開口部を前記導出部13とすると共に、下部開口部が底部15により閉口され、上部開口部14からこの区画壁11内(この区画壁11に囲繞された空間12内)に集水桝本体2内の雨水が流れ込み、この流れ込んだ雨水を導出部13から地下貯留槽30へ排出するように構成されている。 Specifically, as shown in FIGS. 4 and 5, the partition wall 11 of the present embodiment is formed in a U-shape in plan view with one side open, and the opening on this one side serves as the lead-out portion 13. At the same time, the lower opening is closed by the bottom 15, and the rainwater in the catch basin main body 2 flows from the upper opening 14 into the partition wall 11 (into the space 12 surrounded by the partition wall 11). It is configured to discharge rainwater from the lead-out portion 13 to the underground storage tank 30 .

また、本実施例の区画壁11は、集水桝本体2内に設置した状態において、上端、すなわち、上部開口部14が側溝20の底からこの側溝20の深さ方向の1/3の高さ位置となる高さに設定され、集水桝本体2内の水面が側溝20深さの1/3の高さ位置と同等の高さになった場合、上部開口部14からこの区画壁11内に集水桝本体2内の雨水が流れ込むように構成されている。 In addition, the partition wall 11 of this embodiment has an upper end, that is, the upper opening 14, which is 1/3 of the depth direction of the side ditch 20 from the bottom of the side ditch 20 when installed in the water collecting basin body 2. When the water surface in the water collection basin body 2 reaches a height equivalent to the height position of 1/3 of the depth of the side gutter 20, the partition wall 11 from the upper opening 14 It is constructed so that the rainwater in the water collecting basin main body 2 flows into it.

また、本実施例の区画壁11は、導出部13が設けられた面(導出部形成面11a)が垂直面に形成され、図3に示すように、本実施例の水量調整ブロック10は、この導出部形成面11aを集水桝本体2の外部連通口3が設けられた内面(外部連通口形成面2a)と密着接合させ、配管などを介さずに導出部13を直接、外部連通口3と連通させた状態で集水桝本体2内に配設できるように構成されている。 In the partition wall 11 of the present embodiment, the surface on which the lead-out portion 13 is provided (the lead-out portion forming surface 11a) is formed in a vertical plane, and as shown in FIG. This lead-out portion forming surface 11a is tightly joined to the inner surface (external communication port forming surface 2a) of the water collection basin main body 2 provided with the external communication port 3, and the lead-out portion 13 is directly connected to the external communication port without using piping or the like. It is constructed so that it can be arranged in the water collection basin main body 2 in a state of being communicated with 3.

なお、本実施例の水量調整ブロック10は、上記導出部形成面11aと、この導出部形成面11aと隣接する面(本実施例では図中符号11bの集水桝本体2の上流側側溝連通口4のみが設けられる面と係合する面)の二面が垂直面に形成され、集水桝本体2の入隅に配設できるように構成されている。 In addition, the water amount adjusting block 10 of this embodiment includes the lead-out portion forming surface 11a and a surface adjacent to the lead-out portion forming surface 11a (in this embodiment, the upstream side groove communication of the water collection pit body 2 of the reference numeral 11b in the figure). The two surfaces (the surface on which only the port 4 is provided and the surface that engages) are formed on vertical surfaces so that they can be arranged at the inside corners of the water collecting basin body 2 .

また、本実施例の水量調整ブロック10は、区画壁11の上部開口部14に格子状の蓋体16が設けられ、この蓋体16により側溝20から集水桝本体2内に流れ込んだ落ち葉やゴミ、小石などの異物の区画壁11内(空間12)への侵入を可及的に防止するように構成されている。 In addition, the water volume adjusting block 10 of the present embodiment is provided with a grid-like lid 16 at the upper opening 14 of the partition wall 11, and the lid 16 allows fallen leaves and leaves that have flowed into the water collection pit body 2 from the gutter 20. It is configured to prevent foreign matter such as dust and pebbles from entering the partition wall 11 (space 12) as much as possible.

具体的には、本実施例の蓋体16は、図4,5に示すように、四角錐台形に形成されたグレーチングであり、この蓋体16に落ち葉やゴミなどの異物が付着した場合でも、図0に示すように、斜面下方に異物が集められ、全面が異物で覆われず、雨水を良好に空間12内に導入することができるように構成されている。 Specifically, as shown in FIGS. 4 and 5, the lid 16 of this embodiment is a grating formed in the shape of a truncated square pyramid. As shown in FIG. 0, foreign matter is collected in the lower part of the slope, and the entire surface is not covered with foreign matter, so that rainwater can be well introduced into the space 12 .

なお、蓋体16の形状は、上記に限らず、例えば、円錐形状、角錐形状、円錐台形や凸湾曲形状(ドーム形状)など外方に向かって下り傾斜する傾斜面を有する形状であれば、適宜採用可能である。 The shape of the lid body 16 is not limited to the above. It can be adopted as appropriate.

また、本実施例の水量調整ブロック10は、上記蓋体16の下方に、この蓋体16より細かい目に設定された格子状の内蓋体17が設けられている。 Further, in the water amount adjusting block 10 of the present embodiment, a grid-like inner lid 17 having finer meshes than the lid 16 is provided below the lid 16. As shown in FIG.

具体的には、この内蓋体17は、格子幅が上述した蓋体16の格子幅の半分程度に設定され、蓋体16を通過した異物の空間12内への侵入を可及的に防止するように構成されている。 Specifically, the grid width of the inner lid 17 is set to about half the grid width of the lid 16 described above, and foreign matter that has passed through the lid 16 is prevented from entering the space 12 as much as possible. is configured to

すなわち、本実施例の水量調整ブロック10は、蓋体16及び内蓋体17の二重蓋構造になっており、上部開口部14からの異物の侵入を可及的に防止する構成となっている。 That is, the water amount adjusting block 10 of this embodiment has a double lid structure of the lid body 16 and the inner lid body 17, and is configured to prevent foreign matter from entering from the upper opening 14 as much as possible.

なお、本実施例の水量調整ブロック10は、上述したように区画壁11が平面視コ字状に形成され、一側面の開口部を導出部13とする構成になっているが、区画壁11を四面からなる筒状に形成し、一側面に導出部13を開口形成した構成としても良い。 In addition, the water amount adjusting block 10 of the present embodiment is configured such that the partition wall 11 is formed in a U-shape in plan view as described above, and the opening on one side serves as the lead-out portion 13, but the partition wall 11 may be formed into a tubular shape with four sides, and the lead-out portion 13 may be formed as an opening on one side.

また、本実施例は、水量調整ブロック10の導出部形成面11aを集水桝本体2の外部連通口形成面2aと密着接合させ、導出部13と外部連通口3とが直接、連通する構成になっているが、上記のように区画壁11を筒状に形成すると共に、一側面に導出部13を開口形成し、この開口形成した導出部13と外部連通口3とを配管を介して連通させた構成としても良い。これにより、水量調整ブロック10を集水桝本体2内の所望の位置に自由に配設することができる。 Also, in this embodiment, the lead-out portion forming surface 11a of the water volume adjusting block 10 is tightly joined to the external communication port forming surface 2a of the water collection basin main body 2 so that the lead-out portion 13 and the external communication port 3 are directly communicated with each other. However, as described above, the partition wall 11 is formed in a cylindrical shape, and the lead-out portion 13 is formed on one side surface. It is good also as a structure which made it communicate. As a result, the water volume adjusting block 10 can be freely arranged at a desired position within the catch basin main body 2 .

以上のように構成される本実施例の作用効果について以下に説明する。 The effects of the present embodiment configured as described above will be described below.

本実施例は、集水桝本体2内に配設される水量調整ブロック10を、一側面が開口する平面視コ字状に形成すると共に、この一側面の開口部を導出部13とし、さらに、下部開口部を底部15により閉口し、上部開口部14からこの区画壁11(空間12)内に集水桝本体2内の雨水が流れ込み、この流れ込んだ雨水が導出部13から地下貯留槽30へ排出するように構成したから、図6~図8に示すような、上流側の複数の側溝20が合流する地点に配設された場合でも、集水桝本体2内における複数の上流側側溝連通口4から下流側側溝連通口5へ流れる雨水の流れを妨げることなく、水量調整ブロック10(区画壁11)により集水桝本体2内を側溝20側と地下貯留槽30側とに適正に区画して、豪雨などにより集水桝本体2内の雨水が増加し所定量以上となった場合、集水桝本体2内の雨水を水量調整ブロック10内(区画壁11で囲繞した空間12内)に導入し、この水量調整ブロック10内に導入した雨水を導出部13及び外部連通口3を介して地下貯留槽30に導出し、集水桝1からの雨水の氾濫を可及的に防止すると共に、集水桝1からの下流側の側溝20への排水量を抑制し、この下流側の側溝20の流量増加を抑制し、下流側の側溝20の氾濫を可及的に防止することができる。 In this embodiment, the water volume adjusting block 10 disposed in the water collecting basin main body 2 is formed in a U-shape in plan view with one side open, and the one side opening is used as the lead-out portion 13. , the lower opening is closed by the bottom 15, the rainwater in the water collection basin main body 2 flows into this partition wall 11 (space 12) from the upper opening 14, and the rainwater that has flowed into the outlet 13 is discharged into the underground storage tank 30. 6 to 8, even when the plurality of upstream side gutters 20 are arranged at the point where they merge, the plurality of upstream side gutters in the water collection basin body 2 Without blocking the flow of rainwater flowing from the communication port 4 to the downstream side gutter communication port 5, the water volume adjustment block 10 (partition wall 11) properly divides the inside of the water collection pit body 2 between the side of the gutter 20 and the side of the underground storage tank 30. When the rainwater in the water collection box body 2 increases due to heavy rain or the like and exceeds a predetermined amount, the rainwater in the water collection box body 2 is drained into the water volume adjustment block 10 (inside the space 12 surrounded by the partition wall 11). ), and the rainwater introduced into the water volume adjustment block 10 is led out to the underground storage tank 30 through the lead-out part 13 and the external communication port 3 to prevent the rainwater from flooding the water collection basin 1 as much as possible. At the same time, it is possible to suppress the amount of water discharged from the water collecting basin 1 to the downstream side gutter 20, suppress the increase in the flow rate of this downstream side gutter 20, and prevent the downstream side gutter 20 from flooding as much as possible. can.

具体的には、本実施例の集水桝1は、以下のような排水作用を奏する。 Specifically, the catch basin 1 of the present embodiment has the following drainage action.

集水桝本体2内に流れ込む雨水の流量が少ない平時は、図9に示すように、集水桝本体2内の水位が水量調整ブロック10の区画壁11の上端より低く、水量調整ブロック10内に雨水が流れ込まず、雨水を下流側側溝連通口5の下側側溝連通口5bから排出する。 When the flow rate of rainwater flowing into the catch basin main body 2 is normally low, as shown in FIG. rainwater does not flow into, and rainwater is discharged from the lower side groove communication port 5b of the downstream side groove communication port 5. - 特許庁

また、豪雨などによる側溝20内の雨水流量の増加に伴い、集水桝本体2内に流れ込む雨水の量が増加し集水桝本体2内の水位が上昇した場合、図10に示すように、集水桝本体2内の雨水を水量調整ブロック10内(区画壁11に囲繞された空間12内)に流入させ、この流入した雨水を導出部13から集水桝本体2の外部連通口3を通じて地下貯留槽30へ排出して集水桝本体2内の水位を下流側側溝連通口5の上側側溝連通口5aと下側側溝連通口5bの間に設けられた仕切壁6の高さ範囲内に保持し、下流側側溝連通口5の下側側溝連通口5bから一定量の雨水を排出する。なお、本実施例においては、側溝20を流れる雨水の水位が側溝高さの1/3以上になった場合に集水桝本体2内に流れ込んだ雨水が水量調整ブロック10内に流れ込むようになっている。 In addition, when the amount of rainwater flowing into the catch basin main body 2 increases due to an increase in the rainwater flow rate in the side gutter 20 due to heavy rain, etc., and the water level inside the catch catch basin main body 2 rises, as shown in FIG. The rainwater in the water collection pit body 2 is made to flow into the water volume adjustment block 10 (inside the space 12 surrounded by the partition wall 11), and the rainwater that has flowed in is discharged from the outlet 13 through the external communication port 3 of the water collection pit body 2. The water level in the main body 2 of the catchment pit is set within the height range of the partition wall 6 provided between the upper side groove communication port 5a and the lower side groove communication port 5b of the downstream side groove communication port 5 by discharging to the underground storage tank 30. , and a certain amount of rainwater is discharged from the lower side groove communication port 5b of the downstream side groove communication port 5. In this embodiment, when the water level of the rainwater flowing through the gutter 20 reaches 1/3 or more of the height of the gutter, the rainwater that has flowed into the water collection basin main body 2 flows into the water volume adjustment block 10. ing.

そして、地下貯留槽30が満水状態になり、水量調整ブロック10を介して地下貯留槽30側に雨水を排出することができなくなった場合、図11に示すように、下流側側溝連通口5の上側側溝連通口5aをオーバーフロー口として、下側側溝連通口5bと共のこの上側側溝連通口5aを介して下流側の側溝20に雨水を排出する。 When the underground storage tank 30 becomes full and rainwater cannot be discharged to the underground storage tank 30 side via the water volume adjustment block 10, as shown in FIG. Using the upper side gutter communication port 5a as an overflow port, rainwater is discharged to the downstream side gutter 20 through this upper side gutter communication port 5a together with the lower side gutter communication port 5b.

また、本実施例は、水量調整ブロック10の区画壁11の下部開口部を底部15で閉口すると共に、導出部13を設けた導出部形成面11aを垂直面に形成し、導出部形成面11aを集水桝本体2の外部連通口3が設けられた外部連通口形成面2aに密着(重合当接)させて、導出部13と外部連通口3とを直接、連通状態にすることができるように構成したから、水量調整ブロック10の区画壁11(導出部形成面11a)と集水桝本体2(外部連通口形成面2a)との接着処理や隙間を埋める処理を要することなく、単に導出部形成面11aと外部連通口形成面2aとが密着するように水量調整ブロック10を集水桝本体2内に載置するだけの簡易な作業で、水量調整ブロック10を集水桝本体2内に所望の状態で設けることができる。 In addition, in this embodiment, the lower opening of the partition wall 11 of the water amount adjusting block 10 is closed with the bottom portion 15, and the lead-out portion forming surface 11a provided with the lead-out portion 13 is formed in a vertical plane. is brought into close contact (overlapping contact) with the external communication port formation surface 2a on which the external communication port 3 of the water collection basin body 2 is provided, so that the lead-out portion 13 and the external communication port 3 can be directly communicated with each other. Since it is configured as described above, there is no need for adhesion processing or processing for filling the gap between the partition wall 11 (leading-out portion forming surface 11a) of the water amount adjusting block 10 and the water collection basin main body 2 (external communication port forming surface 2a), simply The water volume adjustment block 10 can be installed in the water collection basin main body 2 by simply placing the water volume adjustment block 10 in the water collection basin main body 2 so that the lead-out portion forming surface 11a and the external communication port forming surface 2a are in close contact with each other. can be provided in any desired state.

また、本実施例は、水量調整ブロック10の蓋体16が四角錐台形に形成されているから、図12に示すように、蓋体16に付着した落ち葉やゴミなどの異物は傾斜面により蓋体16の下側に集められ、蓋体16の上側の異物による目詰まりが抑制され、良好な排水作用が維持される。 Also, in this embodiment, since the lid 16 of the water quantity adjusting block 10 is formed in the shape of a truncated quadrangular pyramid, as shown in FIG. It is collected under the body 16, and clogging by foreign matter on the upper side of the lid body 16 is suppressed, and a good draining action is maintained.

また、本実施例は、この蓋体16の下方にこの蓋体16よりも目が細かい内蓋体17が設けられているから、蓋体16を通過した小石などの比較的小さな異物をこの内蓋体17で捕捉し、異物の水量調整ブロック10内への侵入を可及的に防止することができる。 In addition, in this embodiment, since the inner lid body 17, which is finer than the lid body 16, is provided below the lid body 16, relatively small foreign matter such as pebbles that have passed through the lid body 16 can be removed from the inner lid body. It is possible to catch the foreign matter with the lid 17 and prevent the foreign matter from entering the water amount adjusting block 10 as much as possible.

なお、本発明は、本実施例に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。 It should be noted that the present invention is not limited to this embodiment, and the specific configuration of each component can be appropriately designed.

1 集水桝
2 集水桝本体
3 外部連通口
4 上流側側溝連通口
5 下流側側溝連通口
5a 上側側溝連通口
5b 下側側溝連通口
10 水量調整ブロック
11 区画壁
12 空間
13 導出部
14 上部開口部
15 底部
16 蓋体
20 側溝
30 外部排水施設
1 Water collecting basin 2 Water collecting basin main body 3 External communication port 4 Upstream side groove communication port 5 Downstream side groove communication port 5a Upper side groove communication port 5b Lower side groove communication port
10 Water control block
11 Compartment walls
12 space
13 Outlet
14 top opening
15 Bottom
16 Lid
20 gutters
30 External Drainage Facility

Claims (13)

集水桝内に設けられる集水桝用水量調整構造であって、区画壁に囲繞された空間を有し、前記集水桝内の流体が所定量以上となった場合、前記流体が前記空間内に流れ込むように構成され、前記区画壁には前記空間内に流れ込んだ流体を前記集水桝に設けられた外部連通口を介して地下貯留槽や河川などの外部排水施設に導出する導出部が設けられていることを特徴とする集水桝用水量調整構造。 A water volume adjustment structure for a water collection basin provided in a water collection basin, which has a space surrounded by a partition wall, and when the amount of fluid in the water collection basin exceeds a predetermined amount, the fluid flows into the space. and the partition wall has a lead-out part that leads the fluid that has flowed into the space to an external drainage facility such as an underground storage tank or a river through an external communication port provided in the water collection basin. A water volume adjustment structure for a catchment basin, characterized in that is provided. 請求項1記載の集水桝用水量調整構造において、前記区画壁は、上部開口部を有し、この上部開口部から前記流体が前記空間内に流れ込むように構成されていることを特徴とする集水桝用水量調整構造。 2. The water volume control structure for a catch basin according to claim 1, wherein said partition wall has an upper opening, and said fluid is configured to flow into said space from said upper opening. Water volume adjustment structure for catch basin. 請求項1,2いずれか1項に記載の集水桝用水量調整構造において、前記区画壁は、一側面が開口する平面視コ字状に形成され、この一側面の開口部を前記導出部とする構成であることを特徴とする集水桝用水量調整構造。 2. The water volume control structure for a catch basin according to claim 1, wherein the partition wall is formed in a U-shape in plan view with one side open, and the one side opening is the lead-out portion A water volume adjustment structure for a catchment basin, characterized in that it is configured as 請求項1~3いずれか1項に記載の集水桝用水量調整構造において、前記区画壁は、底部を有し、この底部により前記空間の下部開口部が閉口されている構成であることを特徴とする集水桝用水量調整構造。 The water volume control structure for a catch basin according to any one of claims 1 to 3, wherein the partition wall has a bottom, and the bottom closes the lower opening of the space. Characteristic water volume adjustment structure for catch basin. 請求項2~4いずれか1項に記載の集水桝用水量調整構造において、前記上部開口部には、落ち葉やゴミなどの異物の侵入を防止する網目状の蓋体が設けられていることを特徴とする集水桝用水量調整構造。 In the water volume control structure for a catch basin according to any one of claims 2 to 4, the upper opening is provided with a mesh-like lid for preventing foreign matter such as fallen leaves and dust from entering. A water volume adjustment structure for a catch basin, characterized by: 請求項5記載の集水桝用水量調整構造において、前記蓋体は、円錐形状、角錐形状、円錐台形、角錐台形状若しくは凸湾曲形状に形成されていることを特徴とする集水桝用水量調整構造。 6. The water volume control structure for a catch basin according to claim 5, wherein the lid body is formed in a conical shape, a pyramid shape, a truncated cone shape, a truncated pyramid shape, or a convex curved shape. adjustment structure. 側溝に連設される集水桝であって、上流側の側溝と連通する上流側側溝連通口と、下流側の側溝と連通する下流側側溝連通口と、地下貯留槽や河川などの外部排水施設と連通する外部連通口とが設けられた集水桝本体と、この集水桝本体内に設けられる水量調整ブロックとからなり、前記水量調整ブロックは、区画壁に囲繞された空間を有し、前記集水桝本体内の流体が所定量以上となった場合、前記流体が前記空間内に流れ込むように構成され、また、前記水量調整ブロックは、前記区画壁に前記集水桝本体に設けられた前記外部連通口と連接される導出部が設けられ、この導出部を介して前記空間内に流れ込んだ流体を前記外部排水施設に導出するように構成されていることを特徴とする集水桝。 A water collection pit connected to a gutter, comprising an upstream gutter communication port communicating with the upstream side gutter, a downstream side gutter communication port communicating with the downstream side gutter, and external drainage such as an underground storage tank and a river. It consists of a water collection box body provided with an external communication port communicating with a facility, and a water volume adjustment block provided in the water collection box body, the water volume adjustment block having a space surrounded by a partition wall, When the amount of fluid in the water collection pit body exceeds a predetermined amount, the fluid flows into the space. A water collection basin, comprising: a lead-out portion connected to the external communication port; and configured to lead out fluid that has flowed into the space through the lead-out portion to the external drainage facility. 請求項7記載の集水桝において、前記区画壁は、上部開口部を有し、この上部開口部から前記流体が前記空間内に流れ込むように構成されていることを特徴とする集水桝。 8. The catch basin according to claim 7, wherein said partition wall has an upper opening, and said fluid flows into said space through said upper opening. 請求項7,8いずれか1項に記載の集水桝において、前記区画壁は、一側面が開口する平面視コ字状に形成され、この一側面の開口部を前記導出部とする構成であることを特徴とする集水桝。 In the water collecting basin according to any one of claims 7 and 8, the partition wall is formed in a U-shape in plan view with one side opening, and the opening of this one side is the lead-out portion. A catchment basin, characterized by: 請求項7~9いずれか1項に記載の集水桝において、前記区画壁は、底部を有し、この底部により前記空間の下部開口部が閉口されている構成であることを特徴とする集水桝。 10. The catch basin according to any one of claims 7 to 9, wherein the partition wall has a bottom, and the bottom closes the lower opening of the space. water basin. 請求項8~10いずれか1項に記載の集水桝において、前記上部開口部には、落ち葉やゴミなどの異物の侵入を防止する網目状の蓋体が設けられていることを特徴とする集水桝。 11. The catch basin according to any one of claims 8 to 10, characterized in that the upper opening is provided with a mesh-like lid for preventing foreign matter such as fallen leaves and dust from entering. Catchment basin. 請求項11記載の集水桝において、前記蓋体は、円錐形状、角錐形状、円錐台形状若しくは角錐台形状に形成されていることを特徴とする集水桝。 12. The water collecting basin according to claim 11, wherein said cover body is formed in a cone shape, a pyramid shape, a truncated cone shape, or a truncated pyramid shape. 請求項7~12いずれか1項に記載の集水桝において、前記下流側側溝連通口は、上側に設けられる上側側溝連通口と下側に設けられる下側側溝連通口とで構成されていることを特徴とする集水桝。 In the water catchment basin according to any one of claims 7 to 12, the downstream side groove communication port is composed of an upper side groove communication port provided on the upper side and a lower side groove communication port provided on the lower side. A catch basin characterized by:
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58165085U (en) * 1982-04-28 1983-11-02 野原産業株式会社 Infiltration basin for roads
JPH1136423A (en) * 1997-07-15 1999-02-09 Kiyoudo Kaihatsu:Kk Flood control device
JP2003253745A (en) * 2002-03-06 2003-09-10 Ito Tekko Kk Flow rate controlling device in water collection system
JP2005127119A (en) * 2003-10-24 2005-05-19 Hokkaido Alfa Kk Draining device in rainwater infiltration basin
JP2006138197A (en) * 2004-10-15 2006-06-01 Erudekku:Kk Permeation structure and its construction method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58165085U (en) * 1982-04-28 1983-11-02 野原産業株式会社 Infiltration basin for roads
JPH1136423A (en) * 1997-07-15 1999-02-09 Kiyoudo Kaihatsu:Kk Flood control device
JP2003253745A (en) * 2002-03-06 2003-09-10 Ito Tekko Kk Flow rate controlling device in water collection system
JP2005127119A (en) * 2003-10-24 2005-05-19 Hokkaido Alfa Kk Draining device in rainwater infiltration basin
JP2006138197A (en) * 2004-10-15 2006-06-01 Erudekku:Kk Permeation structure and its construction method

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