JPH09125468A - Underground structure for water reservoir - Google Patents
Underground structure for water reservoirInfo
- Publication number
- JPH09125468A JPH09125468A JP7322534A JP32253495A JPH09125468A JP H09125468 A JPH09125468 A JP H09125468A JP 7322534 A JP7322534 A JP 7322534A JP 32253495 A JP32253495 A JP 32253495A JP H09125468 A JPH09125468 A JP H09125468A
- Authority
- JP
- Japan
- Prior art keywords
- box culvert
- box
- rows
- underground structure
- culverts
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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
-
- 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
【0001】[0001]
【発明の属する技術分野】地下貯水池、遊水池などの貯
水用地下構造物。TECHNICAL FIELD The present invention relates to an underground structure for water storage, such as an underground water reservoir or a reservoir.
【0002】[0002]
【従来技術】従来ピット付きボックスカルバートを包含
する貯水用地下構造物は図9、図10に示すように1列
のボックスカルバート列で構成され、ピット付きボック
スカルバート101をピットなしボックスカルバート1
03の列の両端部に配置する。図9、図10において1
02は両端に配置された閉塞ボックスカルバートであ
る。2. Description of the Related Art A conventional underground structure for water storage including a box culvert with a pit is composed of one row of box culverts as shown in FIGS. 9 and 10.
Place at both ends of column 03. 1 in FIGS. 9 and 10
02 is a closed box culvert arranged at both ends.
【0003】しかしながら、このように1列にボックス
カルバートを配列すると、地下構造物の長さが長くな
り、細長いスペースを必要とし、スペースの狭い場所で
は構築できない場合がある。However, when the box culverts are arranged in one row in this way, the length of the underground structure becomes long, a long and narrow space is required, and it may not be possible to construct the space in a narrow space.
【0004】[0004]
【解決しようとする課題】スペースの充分ない場所に強
度的にも、容量的にも充分な貯水用地下構造物を構築す
ること。[PROBLEMS TO BE SOLVED] To construct an underground structure for water storage having sufficient strength and capacity in a place with insufficient space.
【0005】[0005]
【課題を解決するための手段】底部ピット2bと吸管投
入孔2aを備えたピット付きボックスカルバート2を包
含するボックスカルバート列を2列並列し、その中間部
において2列のボックスカルバート列が連通され、その
両端は奥壁付きボックスカルバート4の連結突部4aが
付き合わされて固結されており、かつ底部ピット2bは
現場打基礎bのピット穴b1に嵌め込まれている、貯水
用地下構造物。Two box culvert rows including a box culvert 2 with a pit having a bottom pit 2b and a suction tube input hole 2a are arranged in parallel, and two box culvert rows are connected in the middle portion. An underground structure for water storage, in which both ends thereof are connected and fixed by the connecting projections 4a of the box culvert 4 with the back wall, and the bottom pits 2b are fitted into the pit holes b1 of the site casting foundation b.
【0006】[0006]
▲a▼ ボックスカルバート列を2列並列して互いに連
通して地下構造物を構築するので、コンパクトなスペー
スを利用できる。(A) Since two underground box culvert rows are connected in parallel and communicate with each other to construct an underground structure, a compact space can be used.
【0007】▲b▼ 2列のボックスカルバート列を、
その中間部でT字形ボックスカルバート1あるいは連通
ボックスカルバート5で連通して剛結するとともに、2
列の両端を奥壁付きボックスカルバート4の剛結突部4
a,4aを衝き合わせて剛結するので、2列のボックス
カルバート列があたかも一体の構造物となり、強度的に
も充分確保できる。また一面容量も充分確保できる。 ▲c▼ T字形ボックスカルバート1,1の突出部1
a,1aを衝き合わせて剛結し、2列のボックスカルバ
ート列を剛結すると、工程的にも単純化され、かつ、剛
結強度が充分に確保できる。[B] Two box culvert trains
In the middle part, the T-shaped box culvert 1 or the communication box culvert 5 communicates with each other to form a rigid connection and 2
Both ends of the row are rigid joint projections 4 of box culvert 4 with back wall
Since a and 4a are abutted against each other and rigidly connected, the two box culvert rows become an integrated structure, and sufficient strength can be secured. In addition, sufficient surface capacity can be secured. ▲ c ▼ T-shaped box culvert 1, 1 protrusion 1
When a and 1a are abutted against each other and rigidly connected and two box culvert rows are rigidly connected, the process can be simplified and sufficient rigidity can be secured.
【0008】[0008]
【発明の実施の形態】まづ、図1〜8記載の第1実施例
について説明する。図面において1はT字形ボックスカ
ルバート(図6)、1aはその突出部、2はピット付き
ボックスカルバートで(図5)、2bは底部ピット、2
aは吸管投入孔を備える。BEST MODE FOR CARRYING OUT THE INVENTION First, a first embodiment shown in FIGS. In the drawing, 1 is a T-shaped box culvert (Fig. 6), 1a is a protrusion thereof, 2 is a box culvert with a pit (Fig. 5), 2b is a bottom pit, 2
a has a suction tube charging hole.
【0009】3はボックスカルバート列を構成する直方
体のボックスカルバート(図7)、4はボックスカルバ
ート列の両端を閉塞する奥壁付きボックスカルバートで
(図4)、4aはその剛結突部である。bは現場打ち基
礎、b1はピット孔である。(図1,2)3 is a rectangular parallelepiped box culvert forming a box culvert row (FIG. 7), 4 is a box culvert with a back wall that closes both ends of the box culvert row (FIG. 4), and 4a is its rigid connection projection. . b is a cast-in-place foundation, and b1 is a pit hole. (Figs. 1, 2)
【0010】本発明地下構造物は一端部に配置されたピ
ット付きボックスカルバート2、突出部1aを有するT
字形ボックスカルバート、直方体ボックスカルバート3
および両端を閉塞する奥壁付きボックスカルバート4か
ら一列が構成される。かくして構成された1列のボック
スカルバート列が2列並列され、それぞれの列の両端は
奥壁付きボックスカルバート4の剛結用突部4a,4a
が衝き合わされて剛結される。The underground structure of the present invention has a pitted box culvert 2 arranged at one end and a protrusion 1a.
Shaped box culvert, rectangular box culvert 3
And a row is formed from the box culvert 4 with the back wall that closes both ends. The one row of box culverts thus constructed is arranged in parallel, and both ends of each row are rigid connection protrusions 4a, 4a of the box culvert 4 with the back wall.
Are urged and tightly bound.
【0011】また中間部においてT字形ボックスカルバ
ート1,1の突出部1a,1aが衝き合わされて、剛結
される。図面においてxは剛結用PC鋼材の挿通される
シース管である。At the intermediate portion, the protruding portions 1a, 1a of the T-shaped box culverts 1, 1 are butted against each other and rigidly connected. In the drawing, x is a sheath tube through which a PC steel material for rigid connection is inserted.
【0012】かくして本発明地下構造物は2列のボック
スカルバート列が剛結され一体の構造物となる。したが
って地下構造物は土圧に対しても充分な強度を確保でき
る。なお、図1においてsは連通部と両端の剛結部の間
に発生する空隙である。したがって本発明地下構造物は
その中央軸線上に2重壁が各列のボックスカルバート列
の内側壁により形成され構造体の強度はきわめて大きい
ものとなる。Thus, the underground structure of the present invention is an integrated structure in which two rows of box culvert rows are rigidly connected. Therefore, the underground structure can secure sufficient strength against earth pressure. In addition, in FIG. 1, s is a void generated between the communicating portion and the rigid connecting portions at both ends. Therefore, in the underground structure of the present invention, the double wall is formed by the inner wall of the box culvert row of each row on the central axis, and the strength of the structure is extremely high.
【0013】つぎに本発明の図8に記載された第2実施
例について説明する。図8に示された第2実施例の第1
実施例と異なる点は中間部において、T字形ボックスカ
ルバートを用いることなく、直方体ボックスカルバート
3,3の間に連通用ボックスカルバート5を用い、2列
のボックスカルバート列を連通したものである。そして
その他の構成は第1実施例と全く同一であるので説明は
省略する。Next, a second embodiment of the present invention shown in FIG. 8 will be described. The first of the second embodiment shown in FIG.
The difference from the embodiment is that, in the middle part, a box culvert 5 for communication is used between the rectangular parallelepiped box culverts 3 and 3 without using a T-shaped box culvert and two box culvert rows are connected. Since the other structure is exactly the same as that of the first embodiment, its explanation is omitted.
【図1】 第1実施例の斜視図、FIG. 1 is a perspective view of a first embodiment,
【図2】 図1f2−f2断面図、FIG. 2 is a cross-sectional view of FIG.
【図3】 図1f3−f3断面図、FIG. 3 is a cross-sectional view of FIG.
【図4】 奥壁付きボックスカルバート4の斜視図、FIG. 4 is a perspective view of a box culvert 4 with a back wall,
【図5】 ピット付きボックスカルバート2の斜視図、FIG. 5 is a perspective view of a box culvert 2 with a pit,
【図6】 T字形ボックスカルバート1の斜視図、FIG. 6 is a perspective view of a T-shaped box culvert 1.
【図7】 直方体ボックスカルバート3の斜視図、FIG. 7 is a perspective view of a rectangular parallelepiped box culvert 3,
【図8】 第2実施例の斜視図、FIG. 8 is a perspective view of a second embodiment,
【図9】 従来の地下構造物の斜視図、FIG. 9 is a perspective view of a conventional underground structure,
【図10】 図9f10−f10断面図、10 is a cross-sectional view of FIG. 9f10-f10,
1:T字形ボックスカルバート、1a:突出部、2:ピ
ット付きボックスカルバート、2a:吸管投入孔、2
b:底部ピット、3:直方体ボックスカルバート、4:
閉塞ボックスカルバート、4a:剛結突部、5:連通用
ボックスカルバート、s:空隙、x:シース管、b:現
場打ち基礎。1: T-shaped box culvert, 1a: protruding portion, 2: pitted box culvert, 2a: suction tube input hole, 2
b: bottom pit, 3: rectangular box culvert, 4:
Closed box culvert, 4a: rigid connection protrusion, 5: communication box culvert, s: void, x: sheath tube, b: cast-in-place foundation.
Claims (3)
たピット付きボックスカルバート2を包含するボックス
カルバート列を2列並列し、その中間部において2列の
ボックスカルバート列が連通され、その両端は奥壁付き
ボックスカルバート4の連結突部4aが付き合わされて
固結されており、かつ底部ピット2bは現場打基礎bの
ピット穴b1に嵌め込まれている、貯水用地下構造物。1. Two box culvert rows including a box culvert 2 with a pit having a bottom pit 2b and a suction tube input hole 2a are arranged in parallel, two box culvert rows are communicated with each other at an intermediate portion, and both ends thereof are connected to each other. The underground structure for water storage, in which the connecting projections 4a of the box culvert 4 with the back wall are butted and fixed together, and the bottom pit 2b is fitted in the pit hole b1 of the site-casting foundation b.
ックスカルバート1の突出部1a,1aを衝き合わせて
固結して連通した請求項1記載の地下構造物。2. The underground structure according to claim 1, wherein two rows of box culverts are connected by connecting the protruding portions 1a, 1a of the T-shaped box culverts 1 to each other by solidifying them.
クスカルバート5を間挿して連通した請求項1記載の地
下構造物。3. The underground structure according to claim 1, wherein two box culvert rows are connected by interposing a connecting box culvert 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP07322534A JP3111305B2 (en) | 1995-11-06 | 1995-11-06 | Underground structure for water storage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP07322534A JP3111305B2 (en) | 1995-11-06 | 1995-11-06 | Underground structure for water storage |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09125468A true JPH09125468A (en) | 1997-05-13 |
JP3111305B2 JP3111305B2 (en) | 2000-11-20 |
Family
ID=18144748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP07322534A Expired - Fee Related JP3111305B2 (en) | 1995-11-06 | 1995-11-06 | Underground structure for water storage |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3111305B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8985897B2 (en) | 2008-02-06 | 2015-03-24 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
CN105178416A (en) * | 2015-08-16 | 2015-12-23 | 腾达建设集团股份有限公司 | Box culvert underwater access construction method |
US9546044B2 (en) | 2008-02-06 | 2017-01-17 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
CN106988378A (en) * | 2017-04-18 | 2017-07-28 | 中国电建集团华东勘测设计研究院有限公司 | A kind of large-scale seawater intake strucure of box culvert-type, constructing structure and construction method |
US10584471B2 (en) | 2017-06-15 | 2020-03-10 | James Bradford Boulton | Integrated retaining wall and fluid collection system |
-
1995
- 1995-11-06 JP JP07322534A patent/JP3111305B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8985897B2 (en) | 2008-02-06 | 2015-03-24 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US9546044B2 (en) | 2008-02-06 | 2017-01-17 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
CN105178416A (en) * | 2015-08-16 | 2015-12-23 | 腾达建设集团股份有限公司 | Box culvert underwater access construction method |
CN105178416B (en) * | 2015-08-16 | 2017-03-29 | 腾达建设集团股份有限公司 | Box culvert accesses construction method under water |
CN106988378A (en) * | 2017-04-18 | 2017-07-28 | 中国电建集团华东勘测设计研究院有限公司 | A kind of large-scale seawater intake strucure of box culvert-type, constructing structure and construction method |
US10584471B2 (en) | 2017-06-15 | 2020-03-10 | James Bradford Boulton | Integrated retaining wall and fluid collection system |
Also Published As
Publication number | Publication date |
---|---|
JP3111305B2 (en) | 2000-11-20 |
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