JP2012092552A - Structure and outflow restraining facility for rainwater or the like using structure - Google Patents
Structure and outflow restraining facility for rainwater or the like using structure Download PDFInfo
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- JP2012092552A JP2012092552A JP2010240421A JP2010240421A JP2012092552A JP 2012092552 A JP2012092552 A JP 2012092552A JP 2010240421 A JP2010240421 A JP 2010240421A JP 2010240421 A JP2010240421 A JP 2010240421A JP 2012092552 A JP2012092552 A JP 2012092552A
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- forming member
- column
- hole
- back surface
- board body
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- 230000000452 restraining effect Effects 0.000 title abstract 2
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 230000037237 body shape Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 3
- 239000000758 substrate Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Abstract
Description
本発明は、雨水の流出抑制施設の構築に利用される部材とそれを用いた雨水流出抑制技術に属する。 The present invention belongs to a member used for construction of a rainwater outflow control facility and a rainwater outflow control technology using the member.
雨水等の流出抑制を目的として、プラスチックなどで製造された単位部材を地下に配列充填しその周囲を適宜シートで覆った雨水貯留浸透施設が普及している。この目的のため各種の異なる形状の単位部材が例えば特開昭62-101097、特開昭62-126179、特開平9-296486、特開平10-252108、特開平10-115778、特開平11-43971、特開平11-222886などに提案且つ使用されている。いずれの方法も単位部材を地下に配列し、その周囲を透水性若しくは遮水性のシートで包み、その内部空間に雨水等を貯留する浸透・貯留施設とするものであった。
それらの単位部材に変わる新しい単位部材の提案にある。
For the purpose of suppressing the outflow of rainwater and the like, rainwater storage and infiltration facilities are widely used in which unit members made of plastic or the like are arrayed and filled in the basement, and the periphery is appropriately covered with a sheet. For this purpose, various differently shaped unit members are disclosed in, for example, Japanese Patent Laid-Open Nos. 62-101097, 62-126179, 9-296486, 10-252108, 10-115778, and 11-43971. And proposed and used in JP-A-11-222886. In either method, the unit members are arranged in the basement, the perimeter is wrapped with a water-permeable or water-proof sheet, and a permeation / storage facility for storing rainwater or the like in the internal space is provided.
There is a proposal of a new unit member to replace those unit members.
本発明は、雨水の流出抑制施設の形成に使用される新規の単位部材の提案にある。 This invention exists in the proposal of the new unit member used for formation of the outflow control facility of rainwater.
本第1の発明は、以下の柱形成用部材ＡとＢ、梁形成用部材Ｃ、壁および天井形成用部材Ｄを配列してなる構築物である。
柱形成用部材Ａは盤体部の表面に突出する柱部Ａと裏面に梁形成用部材Ｃを挟む溝部ＡがＸ、Ｙ方向に設けられ、かつ盤体を表面から裏面に貫通する貫通孔Ａが設けられる。
柱形成用部材Ｂは盤体状で表面には梁形成用部材Ｃを挟む溝部ＢがＸ、Ｙ方向に設けられ、かつ盤体を表面から裏面に貫通する貫通孔Ｂが設けられる。裏面には柱形成用柱部Ａの頂部が嵌合する凹部が設けられている。
梁部形成用部材Ｃは、両端に上記貫通孔ＡおよびＢに嵌合する嵌合部が設けられ、当該嵌合部に続く部分は上記溝部ＡおよびＢに挟み込まれ、中央部は柱間をつなぐ梁となる。
壁および天井部形成用部材Ｄは、上に突のＵ字状で、両端上部には前記柱部Ａが貫入する孔部Ｄが設けられる。
本第２の発明は、上記構築物を地下に埋設して貯留空間とし、前記貯留空間をシートで覆った雨水等の流出抑制施設である。
The first invention is a structure in which the following column forming members A and B, a beam forming member C, a wall and a ceiling forming member D are arranged.
The column forming member A has a column part A protruding from the surface of the board body part and a groove part A sandwiching the beam forming member C on the back surface in the X and Y directions, and a through hole penetrating the board body from the surface to the back side A is provided.
The column forming member B has a disk shape, and a groove B sandwiching the beam forming member C is provided in the X and Y directions on the surface, and a through hole B penetrating the disk body from the surface to the back surface is provided. The back surface is provided with a recess into which the top of the column forming column A is fitted.
The beam portion forming member C is provided with fitting portions that fit into the through holes A and B at both ends, the portion following the fitting portion is sandwiched between the groove portions A and B, and the central portion is between the columns. It becomes a connecting beam.
The wall and ceiling portion forming member D has a U-shape projecting upward, and a hole portion D through which the column portion A penetrates is provided at both upper ends.
The second aspect of the present invention is a facility for controlling the outflow of rainwater or the like in which the structure is buried underground to form a storage space, and the storage space is covered with a sheet.
本発明は、柱形成用部材Ａ、Ｂと梁形成部材Ｃと壁および天井部材Ｄの4つの部材を組合せることで、貯留空間を形成する構築物が形成できる。
柱形成用部材ＡとＢとの間に梁形成部材Ｃを上下および横方向から挟み固定し、梁形成部材Ｃの上下および横方向の動きを制限する。そのため構築物の強度が上がる。
In the present invention, a structure that forms a storage space can be formed by combining the four members of the column forming members A and B, the beam forming member C, the wall and the ceiling member D.
The beam forming member C is sandwiched and fixed between the column forming members A and B in the vertical and horizontal directions, and the vertical and horizontal movements of the beam forming member C are restricted. This increases the strength of the structure.
以下本発明を、図を用いて、より詳細に説明する。本発明を構成する柱形成用部材Ａ、Ｂ、梁部形成用部材Ｃ、壁および天井部形成用部材Ｄは以後それぞれ部材Ａ、Ｂ、Ｃ、Ｄと称する。
本発明を構成する部材Ａを図1に示す。図１ａは、部材Ａを上から見た斜視図および平面図、断面図である。図１ｂは、部材Ａを下から見た斜視図および平面図、断面図である。図に示すように、盤体部の表面に突出する４本の柱部Ａが柱部間の隙間がＸ、Ｙ方向に向くよう配列して設けられている。裏面に部材Cを挟み上下および水平に固定するための溝部Ａが盤体部の中心にＸ、Ｙ方向に端部から端部に向け設けられている。かつ盤体を表面から裏面に貫通する貫通孔Ａが溝部Ａに設けられている。貫通孔Ａは、後述する部材Ｃを挟みかつ部材Ｃ間で互いに干渉しないよう柱部Ａの間に当たる溝部Ａに設けられている。
Hereinafter, the present invention will be described in more detail with reference to the drawings. The column forming members A and B, the beam forming member C, the wall and ceiling forming member D constituting the present invention are hereinafter referred to as members A, B, C and D, respectively.
The member A constituting the present invention is shown in FIG. FIG. 1A is a perspective view, a plan view, and a cross-sectional view of the member A as viewed from above. FIG. 1 b is a perspective view, a plan view, and a cross-sectional view of the member A as viewed from below. As shown in the figure, four columnar portions A projecting from the surface of the board portion are arranged so that the gaps between the column portions are directed in the X and Y directions. A groove A for sandwiching the member C on the back surface and fixing it vertically and horizontally is provided from the end to the end in the X and Y directions at the center of the board. And the through-hole A which penetrates a board | substrate from the surface to a back surface is provided in the groove part A. As shown in FIG. The through-hole A is provided in the groove portion A which is between the column portions A so as to sandwich the member C which will be described later and does not interfere with each other between the members C.
部材Ｂを図２に示す。図２ａは、部材Ｂを上から見た斜視図および平面図、断面図である。図２ｂは、部材Ｂを下から見た斜視図および平面図、断面図である。図に示すように、盤体状で表面には部材Ｃを挟む溝部Ｂが盤体部の中心にＸ、Ｙ方向に端部から端部に向け部材Ａの裏面に設けられた溝部Ａに対応する位置に設けられている。かつ盤体を表面から裏面に貫通する貫通孔Ｂが溝部Ｂに設けられている。貫通孔Ｂは部材ＡとＢとを張り合わせた時貫通するように設けられる。裏面には部材Ａの頂部が嵌合するための凹部Ｂが設けられている。 The member B is shown in FIG. FIG. 2A is a perspective view, a plan view, and a cross-sectional view of the member B as seen from above. FIG. 2B is a perspective view, a plan view, and a cross-sectional view of the member B as viewed from below. As shown in the figure, the groove portion B sandwiching the member C on the surface corresponds to the groove portion A provided on the back surface of the member A from the end portion to the end portion in the X and Y directions at the center of the plate portion. It is provided in the position to do. And the through-hole B which penetrates a board | substrate from the surface to a back surface is provided in the groove part B. As shown in FIG. The through hole B is provided so as to penetrate when the members A and B are bonded together. A recess B for fitting the top of the member A is provided on the back surface.
部材Ｃは、図３に示すように、両端に部材ＡとＢとに挟まれ貫通孔Ａ、貫通孔Ｂに嵌合される契合部Ｃと溝部Ａ、溝部Ｂとに挟まれる圧挟部Ｃとその間の梁部形成部Ｃから構成される。
契合部Ｃは両端が上下に突出しその突出部がそれぞれ部材ＡとＢとを重ねたときの貫通孔Ａ、Ｂに嵌合され、圧挟部Ｃは部材ＡとＢに設けられた溝部ＡとＢとに挟まれる用になっている。梁部形成部Ｃはその最上段で部材Ｄが配置する場所をも兼ねている。図３では表面は平坦とされているが、部材Ｄを構成する両側の壁の下縁部が契合する契合溝を設けておいてもよい。また必要な強度を確保し、リブを組合わせた格子状の部材としてもよい。
As shown in FIG. 3, the member C is sandwiched between the members A and B at both ends, and the engagement portion C that is fitted into the through hole A and the through hole B, the groove portion A, and the pressing portion C that is sandwiched between the groove portions B. And a beam portion forming portion C between them.
The engagement portion C is fitted into the through holes A and B when both ends protrude upward and downward and the protrusions overlap the members A and B, respectively, and the pressing portion C is a groove portion A provided in the members A and B. It is intended to be sandwiched between B and B. The beam forming portion C also serves as a place where the member D is arranged at the uppermost stage. In FIG. 3, the surface is flat, but an engagement groove in which the lower edge portions of the walls on both sides constituting the member D are engaged may be provided. Moreover, it is good also as a grid | lattice-like member which ensured required intensity | strength and combined the rib.
部材Ｄは、図４に示すように、上に突のＵ字状で、両端上部には前記柱部Ａの頂部が貫入する孔部Ｄが設けられる。 As shown in FIG. 4, the member D has a U-shape that protrudes upward, and a hole portion D through which the top of the column portion A penetrates is provided at both upper ends.
図５は、部材Ａ、Ｂ、Ｃ、Ｄを組合わせた貯留空間を示す構築物の平面、断面を示す概念図である。部材Ａ、Ｂが柱部を形成し、部材Ｃが柱部間を繋ぐ梁部を形成し、部材Ｄが貯留空間の縁部と天井部を壁材および天井材として覆っている。部材ＤをＵ字形状とすることで水平からの圧力に対する抗力を高めている。 FIG. 5 is a conceptual diagram showing a plane and a cross section of a structure showing a storage space in which members A, B, C, and D are combined. The members A and B form column portions, the member C forms a beam portion connecting the column portions, and the member D covers the edge and the ceiling portion of the storage space as wall materials and ceiling materials. The resistance against the pressure from the horizontal is increased by making the member D U-shaped.
図６は、上記構築物を部材Ａ、Ｂ、Ｃ、Ｄを用いて形成する手順の概略を示したものである。
（１）部材Ｂを並べその間に部材Ｃの両端にある契合部Ｃをそれぞれ部材Ｂの貫通孔Ｂに嵌め、圧挟部Ｃを溝部Ｂに嵌めるようにして乗せる。
（２）部材Ａを部材Ｂの上から重ね、部材Ｃの両端にある契合部Ｃをそれぞれ部材Ａの貫通孔Ａに嵌め、圧挟部Ｃを溝部Ａに嵌めるようにして乗せる。
（３）構築物の縁部に位置する柱部Ａの頂部を部材Ｄの孔部Ｄに通過させるようにして部材Ａの盤体上かつ部材Ｃ上に載せる。
（４）部材Ｂの凹部Ｂを、部材Ａの柱部Ａに嵌めるように重ねる。
（５）上記を上下左右方向に繰り返し貯留空間である構築物を形成する。
（６）構築物の天井部に部材Ｄを配置し天井部を覆う。
FIG. 6 shows an outline of a procedure for forming the above-described structure using the members A, B, C, and D.
(1) The members B are arranged, and the engagement portions C at both ends of the member C are fitted in the through holes B of the members B, respectively, and the pressing portions C are placed in the grooves B.
(2) The member A is overlapped from above the member B, and the engagement portions C at both ends of the member C are respectively fitted in the through holes A of the member A, and the pressing portion C is placed in the groove portion A.
(3) Place the top of the column A located at the edge of the structure through the hole D of the member D and place it on the board of the member A and on the member C.
(4) The concave portion B of the member B is overlapped so as to fit into the column portion A of the member A.
(5) The above is repeated in the vertical and horizontal directions to form a structure that is a storage space.
(6) The member D is arranged on the ceiling of the structure to cover the ceiling.
上記手順で構築物が形成されるため、部材Ａ、Ｂ、Ｃ、Ｄがコンクリート製の場合、地上に設けたコンクリート基盤上に形成し、内部にウレタン防水加工を施すことにより部材間の隙間を塞ぎ、水槽として使用することが可能となる。 Since the structure is formed according to the above procedure, when the members A, B, C, and D are made of concrete, they are formed on the concrete base provided on the ground, and the gap between the members is closed by applying urethane waterproofing inside. It can be used as a water tank.
図７は、上記構築物の周囲をシート類で覆い雨水等の流出抑制用に使用される貯留空間を構築し、必要に応じ泥だめます、オリフィスますを付した状態を示している。シートの選択は地下水のある場所では地下水の施設内への流入を防止するため遮水シートを用い、地下水のない状態では透水性のシートを使用することは従来の流出抑制用施設と同様である。 FIG. 7 shows a state in which a storage space used to control the outflow of rainwater or the like is constructed by covering the periphery of the structure with sheets, and mud is collected as necessary. The selection of the sheet is the same as that of the conventional facility for controlling outflow, using a water-impervious sheet to prevent the inflow of groundwater into the facility where groundwater exists, and using a water-permeable sheet when there is no groundwater. .
部材Ａ、Ｂ、Ｃ、Ｄの材質はコンクリート製、樹脂製など従来の流出抑制施設に使用される材質のものが使用できる。それぞれの部材はそれらの強度を考慮し、構築物内の水の流れを確保するため、適宜透孔を設けることができる。 The materials of the members A, B, C, and D can be made of materials used in conventional outflow control facilities such as concrete and resin. In consideration of their strength, each member can be appropriately provided with a through hole in order to ensure the flow of water in the structure.
雨水の流出抑制施設である貯留槽、浸透槽としてあるいは雨水の有効利用を図る貯留槽として利用可能である。 It can be used as a storage tank, a permeation tank, or a storage tank for effective use of rainwater, which is a rainwater outflow control facility.
１ 柱形成用部材Ａ
１１ 柱部Ａ
１２ 溝部Ａ
１３ 貫通孔Ａ
２ 柱形成用部材Ｂ
２１ 溝部Ｂ
２２ 貫通孔Ｂ
２３ 凹部Ｂ
３ 梁部形成用部材Ｃ
３１ 契合部Ｃ
３２ 圧挟部Ｃ
３３ 梁部Ｃ
４ 壁部および天井部形成用部材Ｄ
４１ 孔部Ｄ
1 Column forming member A
11 Column A
12 Groove A
13 Through hole A
2 Column forming member B
21 Groove B
22 Through hole B
23 Recess B
3 Beam forming member C
31 Contract Department C
32 Clamping part C
33 Beam C
4 Wall and ceiling forming member D
41 Hole D
Claims (2)
柱形成用部材Ａは盤体部の表面に突出する柱部Ａと裏面に梁形成用部材Ｃを挟む溝部ＡがＸ、Ｙ方向に設けられ、かつ盤体を表面から裏面に貫通する貫通孔Ａが設けられる。
柱形成用部材Ｂは盤体状で表面には梁形成用部材Ｃを挟む溝部ＢがＸ、Ｙ方向に設けられ、かつ盤体を表面から裏面に貫通する貫通孔Ｂが設けられる。裏面には柱形成用柱部Ａの頂部が嵌合する凹部が設けられている。
梁部形成用部材Ｃは、両端に上記貫通孔ＡおよびＢに嵌合する嵌合部が設けられ、当該嵌合部に続く部分は上記溝部ＡおよびＢに挟み込まれ、中央部は柱間をつなぐ梁となる。
壁および天井部形成用部材Ｄは、上に突のＵ字状で、両端上部には前記柱部Ａが貫入する孔部Ｄが設けられる。 A structure in which the following column forming members A and B, a beam forming member C, a wall and a ceiling forming member D are arranged.
The column forming member A has a column part A protruding from the surface of the board body part and a groove part A sandwiching the beam forming member C on the back surface in the X and Y directions, and a through hole penetrating the board body from the surface to the back side A is provided.
The column forming member B has a disk shape, and a groove B sandwiching the beam forming member C is provided in the X and Y directions on the surface, and a through hole B penetrating the disk body from the surface to the back surface is provided. The back surface is provided with a recess into which the top of the column forming column A is fitted.
The beam portion forming member C is provided with fitting portions that fit into the through holes A and B at both ends, the portion following the fitting portion is sandwiched between the groove portions A and B, and the central portion is between the columns. It becomes a connecting beam.
The wall and ceiling portion forming member D has a U-shape projecting upward, and a hole portion D through which the column portion A penetrates is provided at both upper ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2010240421A JP5700742B2 (en) | 2010-10-27 | 2010-10-27 | Structures and facilities for controlling spillage of rainwater, etc. using structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2010240421A JP5700742B2 (en) | 2010-10-27 | 2010-10-27 | Structures and facilities for controlling spillage of rainwater, etc. using structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2012092552A true JP2012092552A (en) | 2012-05-17 |
| JP5700742B2 JP5700742B2 (en) | 2015-04-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| JP2010240421A Active JP5700742B2 (en) | 2010-10-27 | 2010-10-27 | Structures and facilities for controlling spillage of rainwater, etc. using structures |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| KR101277086B1 (en) * | 2012-10-30 | 2013-06-19 | 주식회사 한길 | Fabrication rain water manhole and the method of construction |
| JP2016191211A (en) * | 2015-03-31 | 2016-11-10 | 株式会社 林物産発明研究所 | Unit member |
| JP2016216985A (en) * | 2015-05-19 | 2016-12-22 | 株式会社 林物産発明研究所 | Unit member |
| JP2017031664A (en) * | 2015-07-31 | 2017-02-09 | 株式会社 林物産発明研究所 | Unit member for water storage space construction |
| JP2017031663A (en) * | 2015-07-31 | 2017-02-09 | 株式会社 林物産発明研究所 | Block for water storage space construction |
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| JP2010048010A (en) * | 2008-08-22 | 2010-03-04 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Rainwater storage permeation facility |
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| JPH0941434A (en) * | 1995-07-31 | 1997-02-10 | C I Kasei Co Ltd | Structure of simplified cistern |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101277086B1 (en) * | 2012-10-30 | 2013-06-19 | 주식회사 한길 | Fabrication rain water manhole and the method of construction |
| JP2016191211A (en) * | 2015-03-31 | 2016-11-10 | 株式会社 林物産発明研究所 | Unit member |
| JP2016216985A (en) * | 2015-05-19 | 2016-12-22 | 株式会社 林物産発明研究所 | Unit member |
| JP2017031664A (en) * | 2015-07-31 | 2017-02-09 | 株式会社 林物産発明研究所 | Unit member for water storage space construction |
| JP2017031663A (en) * | 2015-07-31 | 2017-02-09 | 株式会社 林物産発明研究所 | Block for water storage space construction |
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