JPH0447246Y2 - - Google Patents

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Publication number
JPH0447246Y2
JPH0447246Y2 JP1987095003U JP9500387U JPH0447246Y2 JP H0447246 Y2 JPH0447246 Y2 JP H0447246Y2 JP 1987095003 U JP1987095003 U JP 1987095003U JP 9500387 U JP9500387 U JP 9500387U JP H0447246 Y2 JPH0447246 Y2 JP H0447246Y2
Authority
JP
Japan
Prior art keywords
water
slope
joint
pipe
passage
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.)
Expired
Application number
JP1987095003U
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Japanese (ja)
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JPS64643U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to JP1987095003U priority Critical patent/JPH0447246Y2/ja
Publication of JPS64643U publication Critical patent/JPS64643U/ja
Application granted granted Critical
Publication of JPH0447246Y2 publication Critical patent/JPH0447246Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は法面排水装置に関する。[Detailed explanation of the idea] [Industrial application field] The present invention relates to a slope drainage device.

〔従来の技術〕[Conventional technology]

従来、降雨や地下水を速やかに地表に導いて地
盤の緩みを防止し、土砂崩れ等による法面の崩壊
を未然に防止するために施工される法面排水装置
として第4図に示したものがあつた。同図の法面
排水装置は、法面Aに網目状に施工された通水路
1と、通水路1が通つていない個所に打ち込まれ
た導水管2とを備えており、法面Aを流れ落ちる
雨水や導水管2から法面Aへ排水された地下水が
通水路1に集められた後、その通水路1を通つて
法面A下の側溝等(不図示)へ排水されるように
なつている。また、法面Aの通水路1が通つてい
ない個所には一般に芝生やその他の植物が植え込
まれている。
Conventionally, the slope drainage system shown in Figure 4 has been constructed to quickly guide rainfall and groundwater to the ground surface to prevent the ground from loosening, and to prevent slope collapse due to landslides, etc. Ta. The slope drainage device shown in the figure is equipped with a water passageway 1 constructed in a mesh pattern on a slope surface A, and water conduit pipes 2 driven into places where the water passageway 1 does not pass. Rainwater flowing down and groundwater drained from the water pipe 2 to the slope A are collected in the water channel 1, and then drained through the water channel 1 to a side ditch or the like (not shown) under the slope A. ing. In addition, lawns and other plants are generally planted in areas of the slope A where the water passage 1 does not pass.

このような従来の法面排水装置において、通水
路1は例えば溝形の通水部材11を継手12で網
目状に接続することにより形成されており、その
継手12は第5図及び第6図のように法面Aに打
ち込まれた杭等の止具3により法面Aに止められ
て位置ずれが防止されている。また、導水管2は
第6図のように法面Aにほぼ水平に打ち込まれて
おり、その開口端21が法面Aに突き出されてい
る。
In such a conventional slope drainage device, the water passage 1 is formed by, for example, connecting groove-shaped water passage members 11 in a mesh pattern with joints 12, and the joints 12 are shown in FIGS. 5 and 6. It is fixed to the slope A by a fastener 3 such as a stake driven into the slope A to prevent positional displacement. The water pipe 2 is driven almost horizontally into the slope A as shown in FIG. 6, and its open end 21 is projected onto the slope A.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

ところが、上述した従来の法面排水装置は、導
水管2から排出される水Wが法面Aの上に落下す
るため、植物が植え込まれている場合であつても
法面Aがその落下個所Gで次第に掘り下げられて
いくことがあり、ひどい場合には掘り下げが極端
に進行してその周囲一帯の法面Aの地盤が緩んで
法面Aが広い範囲に亘つて崩壊したり、通水部材
11や継手12の下側の地盤が洗掘されたりする
おそれがあつた。
However, in the conventional slope drainage device described above, the water W discharged from the water pipe 2 falls onto the slope A, so even when plants are planted, the slope A Point G may be gradually dug down, and in severe cases, the digging progresses to an extreme level, causing the ground on slope A in the surrounding area to loosen, causing slope A to collapse over a wide area, or for water to pass through. There was a risk that the ground below the member 11 and the joint 12 would be scoured.

また、従来の法面排水装置では、杭等の止具3
を法面Aに打ち込んで継手12を止める作業や導
水管2を法面Aに打ち込む作業を別々に行う必要
があり、これらの作業は広い法面Aの多数の個所
で行うことを要するため、作業に極めて多くの時
間と労力が必要になるばかりでなく、止具3や導
水管2の必要数が非常に多くなつてコスト高とな
り、全体として施工コストを高騰させる要因にな
つていた。また、施工後に杭が目立つて見苦しい
という問題があつた。
In addition, in conventional slope drainage devices, fasteners such as piles 3
It is necessary to separately perform the work of driving the water pipe into the slope A to stop the joint 12 and the work of driving the water conduit 2 into the slope A, and these operations need to be performed at many locations on the wide slope A. Not only does the work require an extremely large amount of time and labor, but also the required number of stops 3 and water pipes 2 increases, resulting in high costs, which is a factor that increases the construction cost as a whole. Another problem was that the piles stood out and were unsightly after construction.

本考案はこれらの問題を解決するもので、止具
を導水管で兼用させることにより、止具が不要に
なり、しかも導水管から排出される水で法面が掘
り下げられるおそれのない法面排水装置を提供す
ることを目的とする。
This invention solves these problems. By using the stopper in the water conduit pipe, there is no need for a stopper, and there is no risk of the slope surface being dug up by the water discharged from the water pipe. The purpose is to provide equipment.

〔問題点を解決するための手段〕[Means for solving problems]

以上の目的を達成するために講じられた手段
は、管壁が透水性を具備する導水管と、分岐部を
有しその分岐部の根元の外側部分に偏平部が一帯
に設けられた継手と、継手に接続される通水部材
とを備え、水の流れ勾配を付与した状態でほぼ水
平に法面に打ち込まれた上記導水管の先端部が継
手の偏平部に挿通されることによつてその継手が
法面に止められていると共に、その導水管の開口
端が上記継手の内部通路にその上方から臨まさ
れ、継手と通水部材との接続箇所では、通水部材
の端部と継手の分岐部とが重ね合わされているこ
とである。
The measures taken to achieve the above objectives include a water conduit pipe whose pipe wall is permeable, and a joint having a branch part and a flat part provided all around the outside of the base of the branch part. , and a water passage member connected to the joint, and the tip of the water conduit is driven into the slope almost horizontally with a water flow gradient, and the tip is inserted into the flat part of the joint. The joint is fixed on the slope, and the open end of the water pipe faces the internal passage of the joint from above, and at the connection point between the joint and the water passage member, the end of the water passage member and the joint The branch part of

〔作用〕[Effect]

このように構成された法面排水装置によると、
法面を流れ落ちる雨水が通水部材や継手に集めら
れた後、法面下の側溝等へ排出される。また導水
管から排出された地下水は法面へは落下せずに継
手の内部通路へ直接排出された後、法面下の側溝
等へ排出される。また、継手を法面に止めるため
の従来の止具が導水管により兼用されるため止具
が不要になる。
According to the slope drainage device configured in this way,
Rainwater flowing down the slope is collected by water-flowing members and joints, and then drained into gutters, etc. below the slope. In addition, the groundwater discharged from the water pipe does not fall onto the slope, but is directly discharged into the internal passage of the joint, and then is discharged into a gutter or the like below the slope. Further, the conventional stop for fixing the joint on the slope is also used by the water conduit, so the stop is no longer necessary.

〔実施例〕〔Example〕

第1図及び第2図は本考案の実施例による法面
排水装置の要部を示している。これらの図におい
て、4は継手で、その四つの分岐部41〜44に
はそれぞれ通水部材51〜54が接続されてい
る。通水部材51〜54は法面Aに敷設され、継
手4の分岐部41〜44と通水部材51〜54の
端部とが重な合わせた状態で接続されている。す
なわち、水流れの上流側においては分岐部41,
44の上に通水部材51,54の端部が重ね合わ
され、水流れの下流側においては分岐部42,4
3の下に通水部材52,53の端部が重ね合わさ
れている。通水部材51〜54は上記継手4によ
り網目状に接続されて例えば第4図に示した菱形
網目形状の通水路を構成する。継手4には偏平部
45が一体に設けられている。この偏平部45に
は法面Aにほぼ水平に打ち込まれた導水管6の先
端部が挿通されており、この導水管6により継手
4が法面Aに止められて位置ずれしないちように
なつている。図示例の導水管6には管壁の上半部
が透水性のある非常に小さい隙間を有する繊維集
合体61により形成された合成樹脂成形品が使用
されており、法面Aから突き出た部分は透水性を
持たない樹脂管62で構成されている。そして、
導水管6の開口端63は上記継手4の内部通路4
6にその上方から臨まされている。なお、導水管
6には水の流れ勾配が付与されている。
1 and 2 show the main parts of a slope drainage device according to an embodiment of the present invention. In these figures, 4 is a joint, and water passage members 51 to 54 are connected to the four branch parts 41 to 44, respectively. The water passing members 51 to 54 are laid on the slope A, and the branch parts 41 to 44 of the joint 4 and the ends of the water passing members 51 to 54 are connected in an overlapping state. That is, on the upstream side of the water flow, the branch portion 41,
The ends of the water passing members 51 and 54 are overlapped on the water flow member 44, and the branch parts 42 and 4 are placed on the downstream side of the water flow.
The ends of the water passing members 52 and 53 are overlapped under the water passage member 3. The water passage members 51 to 54 are connected in a mesh pattern by the joint 4 to form a rhombic mesh water passage shown in FIG. 4, for example. The joint 4 is integrally provided with a flat portion 45. The tip of a water conduit 6 driven almost horizontally into the slope A is inserted through the flat part 45, and the water conduit 6 fixes the joint 4 on the slope A to prevent it from shifting. ing. The illustrated water pipe 6 uses a synthetic resin molded product made of a fiber aggregate 61 that has water permeability in the upper half of the pipe wall and has a very small gap, and the part that protrudes from the slope A is used. is composed of a resin pipe 62 that does not have water permeability. and,
The open end 63 of the water conduit 6 is connected to the internal passage 4 of the joint 4.
6 is facing from above. Note that the water conduit 6 is provided with a water flow gradient.

このような法面排水装置によると、法面Aを流
れ落ちる雨水は継手4及び通水部の材51〜54
により形成される菱形網目状の通水路に集めら
れ、図外の側溝等へ排出される。また、地下水は
導水管6に具備されている繊維集合体61の隙間
を通つて導水管6の内部に入り、その後、開口端
63から排出されて継手4の内部通路46へ排出
され、上記通水路を通つて上記側溝等へ排出され
る。そして、通水路を雨水が流れ落ちるとき、継
手4の分岐部41〜44と通水部材51〜54の
端部との重なり状の接続箇所で水漏れが起こるこ
とはない。したがつて、接続箇所の下の法面が洗
掘されるといつた事態は起こらない。
According to such a slope drainage device, rainwater flowing down the slope A flows through the joint 4 and the water passage parts 51 to 54.
It is collected in a diamond-shaped mesh-like passageway formed by the water, and is discharged to a side gutter (not shown). In addition, groundwater enters the inside of the water pipe 6 through the gap between the fiber aggregates 61 provided in the water pipe 6, and is then discharged from the open end 63 and into the internal passage 46 of the joint 4. It is discharged through waterways to the above-mentioned side ditches, etc. When rainwater flows down the water passage, water leakage does not occur at the overlapping connection points between the branch parts 41 to 44 of the joint 4 and the ends of the water flow members 51 to 54. Therefore, the situation where the slope below the connection point is scoured will not occur.

第3図は亀甲模様状の通水路を揺する法面排水
装置の実施例を概略的に示している。同図に示し
た継手4は三つ目の分岐部を備え、これらの分岐
部に通水部材5を接続することによつて上記通水
路が形成されている。法面Aに打ち込まれた導水
管6により継手4が法面Aに止められている点、
導水管6の管壁が透水性を具備する点、並びに導
水管6の開口端が継手4の内部通路にその上方か
ら臨んでいる点などは第1図及び第2図で説明し
た実施例と同様である。この実施例の法面排水装
置によつても、導水管6から出た地下水は継手4
の内部通路に入つた後、上記通水路を通つて側溝
等へ排出される。
FIG. 3 schematically shows an embodiment of a slope drainage device that shakes a tortoise-shell water passage. The joint 4 shown in the figure has a third branch, and the water passage is formed by connecting the water passage member 5 to these branches. The joint 4 is stopped on the slope A by the water conduit 6 driven into the slope A,
The points that the pipe wall of the water conduit 6 has water permeability and that the open end of the water conduit 6 faces the internal passage of the joint 4 from above are different from the embodiment described in FIGS. 1 and 2. The same is true. Also with the slope drainage system of this embodiment, the groundwater discharged from the water pipe 6 is drained to the joint 4.
After entering the internal passage, it is discharged to a side gutter or the like through the water passage.

〔考案の効果〕[Effect of idea]

本考案によると、導水管から排水された地下水
が継手の内部通路へ直接排出されるため、従来の
ように導水管から排出される水で法面が掘り下げ
られることがなく、したがつて掘り下げが進行し
て法面を崩壊するといつた事態も未然に防止され
る。また、継手が法面に打ち込まれた導水管によ
つて法面に止められているため、従来は必要であ
つた止具及びその止具を法面に打ち込む時間や労
力が不要になり、それだけ施工コストが安くつ
き、経済性が向上し、同時に止具が法面から無く
なつて外観が向上する。また、継手の分岐部と通
水部材の端部とは重ね合わされた状態で接続され
ているので、その接続箇所からの水漏れで接続箇
所の下の法面が洗掘されるといつた事態が起こり
得ない。
According to the present invention, groundwater drained from the water pipe is directly discharged into the internal passage of the joint, so the slope surface is not dug up by the water discharged from the water pipe, as is the case with conventional methods. This will prevent the situation from progressing and causing the slope to collapse. In addition, since the joint is fixed to the slope by a water conduit driven into the slope, there is no longer a need for a stopper, which was required in the past, and the time and effort required to drive the stopper into the slope. Construction costs are lower, economical efficiency is improved, and at the same time, the appearance is improved because stops are removed from the slope. In addition, since the branch part of the joint and the end of the water-conducting member are connected in an overlapping state, there is a situation where water leaks from the connection point and scours the slope below the connection point. can't happen.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の実施例による法面排水装置の
要部を示す正面図、第2図は第1図のX−X線に
沿う断面図、第3図は他の実施例による法面排水
装置の概略正面図、第4図は従来の法面排水装置
の部分正面図、第5図は第4図におけるZ部の拡
大図、第6図は従来の法面排水装置の要部を示す
拡大断面図である。 A……法面、4……継手、46……継手の内部
通路、5,51〜54……通水部材、6……導水
管、63……開口端。
Fig. 1 is a front view showing the main parts of a slope drainage device according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the line X-X in Fig. 1, and Fig. 3 is a slope surface according to another embodiment. Figure 4 is a partial front view of a conventional slope drainage system, Figure 5 is an enlarged view of the Z section in Figure 4, and Figure 6 shows the main parts of a conventional slope drainage system. FIG. A...Slope, 4...Joint, 46...Inner passage of the joint, 5, 51-54...Water passage member, 6...Water pipe, 63...Open end.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管壁が透水性を具備する導水管と、分岐部を有
しその分岐部の根元の外側部分に偏平部が一体に
設けられた継手と、継手に接続される通水部材と
を備え、水の流れ勾配を付与した状態でほぼ水平
に法面に打ち込まれた上記導水管の先端部が継手
の偏平部に挿通されることによつてその継手が法
面に止められていると共に、その導水管の開口端
が上記継手の内部通路にその上方から臨まされ、
継手と通水部材との接続箇所では、通水部材の端
部と継手の分岐部とが重ね合わされていることを
特徴とする法面排水装置。
A water conduit pipe having a permeable pipe wall, a joint having a branch part and a flat part integrally provided on the outside of the base of the branch part, and a water passage member connected to the joint, The tip of the water conduit, which is driven almost horizontally into the slope with a flow gradient of The open end of the water pipe faces the internal passage of the joint from above,
A slope drainage device characterized in that, at a connection point between the joint and the water passing member, an end portion of the water passing member and a branching portion of the joint are overlapped.
JP1987095003U 1987-06-19 1987-06-19 Expired JPH0447246Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987095003U JPH0447246Y2 (en) 1987-06-19 1987-06-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987095003U JPH0447246Y2 (en) 1987-06-19 1987-06-19

Publications (2)

Publication Number Publication Date
JPS64643U JPS64643U (en) 1989-01-05
JPH0447246Y2 true JPH0447246Y2 (en) 1992-11-09

Family

ID=30959041

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987095003U Expired JPH0447246Y2 (en) 1987-06-19 1987-06-19

Country Status (1)

Country Link
JP (1) JPH0447246Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100436526B1 (en) * 2001-12-07 2004-06-16 장석담 A slope protection having distribution path

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4511234Y1 (en) * 1965-10-11 1970-05-20
JPS5617489A (en) * 1979-07-20 1981-02-19 Fujitsu Ltd Character display processing system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4511234Y1 (en) * 1965-10-11 1970-05-20
JPS5617489A (en) * 1979-07-20 1981-02-19 Fujitsu Ltd Character display processing system

Also Published As

Publication number Publication date
JPS64643U (en) 1989-01-05

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