JPH0351383Y2 - - Google Patents

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Publication number
JPH0351383Y2
JPH0351383Y2 JP18879686U JP18879686U JPH0351383Y2 JP H0351383 Y2 JPH0351383 Y2 JP H0351383Y2 JP 18879686 U JP18879686 U JP 18879686U JP 18879686 U JP18879686 U JP 18879686U JP H0351383 Y2 JPH0351383 Y2 JP H0351383Y2
Authority
JP
Japan
Prior art keywords
water
absorbing material
soil
drainage member
drainage
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
JP18879686U
Other languages
Japanese (ja)
Other versions
JPS6395747U (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
Application filed filed Critical
Priority to JP18879686U priority Critical patent/JPH0351383Y2/ja
Publication of JPS6395747U publication Critical patent/JPS6395747U/ja
Application granted granted Critical
Publication of JPH0351383Y2 publication Critical patent/JPH0351383Y2/ja
Expired legal-status Critical Current

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  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、土留擁壁や集水井戸等における背
面水の処理装置に関するものである。
[Detailed description of the invention] [Industrial field of application] This invention relates to a back water treatment device for earth retaining walls, water collection wells, etc.

〔従来の技術と問題点〕[Conventional technology and problems]

例えば、山地等における崖くずれを防止するた
め、擁壁や法面防護吹付けが施工され、また水資
源の確保のために集水井戸が掘削されている。
For example, in order to prevent cliff collapse in mountainous areas, retaining walls and slope protection spraying are being constructed, and water collection wells are being dug to secure water resources.

ところで、上記のような擁壁や法面防護吹付け
は、背面土の浸透水による土圧によつて破壊する
のを防止するため、背面土の水抜きが必要であ
る。
By the way, in order to prevent retaining walls and slope protection spraying as described above from being destroyed by earth pressure due to water seeping into the back soil, it is necessary to drain water from the back soil.

また集水井戸の場合は、周囲土壌に含まれてい
る水を確実に抽出し、土壌の改質と同時に集水効
率の向上を図る必要がある。
In the case of water collection wells, it is necessary to reliably extract the water contained in the surrounding soil and improve the water collection efficiency at the same time as improving the soil.

従来の水抜構造は第6図と第7図に示すよう
に、地山や土壌11に集水孔12をボーリング
し、この集水孔12の端部をコンクリート躯体に
設けた水抜孔に連通させ、水抜孔から集水孔12
内に集水孔12よりも小径の多孔パイプ13を挿
入し、上記パイプ13の端部をコンクリート躯体
の外側に突出させた構造になつている。
As shown in Figs. 6 and 7, the conventional drainage structure involves boring a water collection hole 12 in the ground or soil 11, and communicating the end of this water collection hole 12 with a drainage hole provided in the concrete frame. , from the drainage hole to the water collection hole 12
A porous pipe 13 having a diameter smaller than that of the water collection hole 12 is inserted therein, and the end of the pipe 13 is made to protrude outside of the concrete frame.

ところで、上記のような水抜構造は、集水孔が
中空であるため、土壌の含水条件と全く異なり、
水の一部が集水孔12の内周面に水滴となつて現
われる程度であり、大半の水は土壌の飽和状態か
そうでない部分にすい込まれ、集水孔12に届か
ない。
By the way, the water drainage structure as described above has a hollow water collection hole, so the water content condition is completely different from that of soil.
Only a portion of the water appears as water droplets on the inner circumferential surface of the water collection hole 12, and most of the water does not reach the water collection hole 12 because it is soaked into the saturated or unsaturated portion of the soil.

このため、集水孔12を設けた場合、完全に水
として流出するのは水脈に到達した個所だけであ
り、極めて水抜き効果が悪いという問題がある。
For this reason, when the water collection hole 12 is provided, water completely flows out only at the point where it reaches the water vein, and there is a problem that the water draining effect is extremely poor.

この考案は、上記のような問題を解決するため
になされたものであり、背面水の抜取りが効率よ
く確実に行なえる背面水の処理装置を提供するこ
とが目的である。
This invention was made to solve the above-mentioned problems, and the purpose is to provide a backside water treatment device that can efficiently and reliably extract backside water.

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

上記のような問題点を解決するため、この考案
は、内部に吸水材を充填した多孔パイプの外周を
吸水材で覆い、内側吸水材内に多孔性の抽出管を
挿入して形成した水抜部材を、コンクリート躯体
の背面土中に埋設し、この水抜部材の端部をコン
クリート躯体に設けた水抜孔に嵌挿し、前記コン
クリート躯体の外面に配置した蒸発パネルを水抜
部材における内側吸水材と接続した構造としたも
のである。
In order to solve the above-mentioned problems, this invention is a water drainage member formed by covering the outer periphery of a porous pipe filled with water-absorbing material with water-absorbing material, and inserting a porous extraction pipe into the inner water-absorbing material. was buried in the soil behind the concrete frame, the end of this drainage member was inserted into a drainage hole provided in the concrete frame, and the evaporation panel placed on the outer surface of the concrete frame was connected to the inner water absorption material of the drainage member. It is a structure.

〔作用〕[Effect]

コンクリート躯体の背面土中に埋設した水抜部
材の外側吸水材が土中の水を吸引し、背面土とこ
の吸水材の含水率が略等しくなり、外側吸水材に
吸引された水は、多孔パイプの孔を介して内側吸
水材に吸引され、内外両吸水材の全長に満たされ
た水はコンクリート躯体の外側に配置した蒸発パ
ネルに毛細管現象で吸引され、その一部は蒸発す
ると共に残りは水滴となつて滴下する。
The outer water-absorbing material of the drainage member buried in the back soil of the concrete frame absorbs the water in the soil, and the water content of the back soil and this water-absorbing material becomes approximately equal, and the water sucked into the outer water-absorbing material is transferred to the porous pipe. The water that fills the entire length of both the inner and outer water-absorbing materials is drawn into the evaporation panels placed outside the concrete structure by capillary action, and some of it evaporates while the rest becomes water droplets. It drips.

また、内側吸水材に含浸した水の一部は多孔性
の抽出管内に浸入し、この抽出管を通つてコンク
リート躯体の外部に流出することになる。
Further, a portion of the water impregnated in the inner water-absorbing material enters the porous extraction pipe and flows out to the outside of the concrete frame through this extraction pipe.

〔実施例〕〔Example〕

以下、この考案の実施例を添付図面に基づいて
説明する。
Hereinafter, embodiments of this invention will be described based on the accompanying drawings.

図示のように、コンクリート躯体Aの背面土B
中に埋設する水抜部材1は、第1図と第2図の如
く、内部に吸水材2を充填した多孔パイプ3の外
周を吸水材4で覆い、内部吸水材2内の片寄つた
位置に多孔性の抽出管5を挿入して形成されてい
る。
As shown in the diagram, soil B on the back of concrete frame A
As shown in FIGS. 1 and 2, the water drainage member 1 embedded inside covers the outer periphery of a porous pipe 3 filled with a water absorbing material 2 with a water absorbing material 4, and inserts porous holes at uneven positions within the internal water absorbing material 2. It is formed by inserting a sex extraction tube 5.

上記両吸水材2と4は、フエルト、不織布、連
続気泡のスポンジ等を用いると共に、多孔パイプ
3及び抽出管5は合成樹脂が用いられる。
Both water absorbing materials 2 and 4 are made of felt, nonwoven fabric, open-cell sponge, etc., and the porous pipe 3 and extraction pipe 5 are made of synthetic resin.

コンクリート躯体Aには外側吸水材4が嵌合す
る内径の水抜孔6が設けられ、背面土B中に埋設
した水抜部材1は第4図のように、外側吸水材4
の端部がコンクリート躯体Aの外面に一致し、多
孔パイプ3と内側吸水材2の端部が外側吸水材4
の端部から少し外側に突出し、この端部に、コン
クリート躯体Aの外側に配置される蒸発パネル7
が取付けられている。
The concrete body A is provided with a drainage hole 6 having an inner diameter into which the outer water absorbing material 4 fits, and the drainage member 1 buried in the back soil B is connected to the outer water absorbing material 4 as shown in FIG.
The ends of the perforated pipe 3 and the inner water-absorbing material 2 match the outer surface of the concrete frame A, and the ends of the porous pipe 3 and the inner water-absorbing material 2 match the outer water-absorbing material 4.
An evaporation panel 7 protruding slightly outward from the end of
is installed.

蒸発パネル7は、前面が開放するケース8の内
部に、フエルト、不織布、スポンジ等の吸水材9
を張設して形成され、ケース8を多孔パイプ3の
端部に外嵌固定し、内側吸水材2の端部と上記吸
水材9を接続すると共に、抽出管5の端部が吸水
材9を貫通している。
The evaporation panel 7 has a water-absorbing material 9 such as felt, nonwoven fabric, or sponge inside a case 8 with an open front.
The case 8 is fitted and fixed onto the end of the porous pipe 3, and the end of the inner water-absorbing material 2 and the water-absorbing material 9 are connected, and the end of the extraction pipe 5 is connected to the water-absorbing material 9. penetrates through.

なお、蒸発パネル7は、コンクリート躯体Aの
外側に間隔を設けたが、ケース8を省き吸水材9
を直接コンクリート躯体Aの外面に張設してもよ
く、また、水抜部材1の外側吸水材4と上記吸水
材9を接触させるようにしてもよい。
Although the evaporation panel 7 is spaced apart from the outside of the concrete frame A, the case 8 is omitted and the water absorbing material 9 is used instead.
may be directly stretched on the outer surface of the concrete frame A, or the outer water absorbing material 4 of the drainage member 1 and the water absorbing material 9 may be brought into contact with each other.

また、コンクリート躯体Aは、第3図の場合、
山地等における崖くずれを防止する擁壁であり、
第5図は集水井戸を形成するコンタクトエレメン
トを示している。
In addition, in the case of the concrete frame A in Fig. 3,
It is a retaining wall that prevents cliff collapse in mountainous areas, etc.
FIG. 5 shows contact elements forming a water collection well.

この考案の処理装置は上記のような構成であ
り、背面土Bに水抜部材1が嵌合する内径の集水
孔をボーリングし、この集水孔に挿入埋設した水
抜部材1の端部をコンクリート躯体Aの集水孔6
に嵌合し、コンクリート躯体Aの外面に突出する
水抜部材1に蒸発パネル7を取付ける。
The treatment device of this invention has the above-mentioned configuration, in which a water collection hole with an inner diameter into which the drainage member 1 fits is bored in the back soil B, and the end of the drainage member 1 inserted and buried in this water collection hole is covered with concrete. Water collection hole 6 of frame A
The evaporation panel 7 is attached to the drainage member 1 that fits into the concrete body A and projects from the outer surface of the concrete body A.

背面土B中の水は外側吸水材4と内側吸水材2
に浸透し、両吸水材2,4と背面土Bの含水率が
略同様となり、背面土Bの水は確実に両吸水材
2,4に流動する。
The water in the back soil B is absorbed by the outer water absorbing material 4 and the inner water absorbing material 2.
The water content of both the water absorbing materials 2 and 4 and the backing soil B become approximately the same, and the water in the backing soil B reliably flows into both of the water absorbing materials 2 and 4.

両吸水材2,4の水は、蒸発パネル7の吸水材
9によつて吸引され、一部は蒸発すると共に残り
は水滴となり、背面土Bの外部に抽出されること
になる。
The water in both water-absorbing materials 2 and 4 is sucked by the water-absorbing material 9 of the evaporation panel 7, and while some of it evaporates, the rest becomes water droplets and is extracted to the outside of the back soil B.

また、水抜部材1においては、内側吸水材2に
含浸した水の一部が抽出管5内に浸入し、直接コ
ンクリート躯体Aの外部に流出する。
Further, in the water draining member 1, a part of the water impregnated in the inner water absorbing material 2 enters into the extraction pipe 5 and directly flows out to the outside of the concrete frame A.

〔効果〕〔effect〕

以上のように、この考案によると、多孔パイプ
の内外に吸水材を設けて水抜部材を形成し、この
水抜部材を背面土中に埋設し、コンクリート躯体
の外部に配置する蒸発パネルを水抜部材の吸水材
と接続したので、水抜部材の吸水材が背面土の含
水率と略等しくなり、背面土の水が円滑に水抜部
材へ浸入すると共に、水抜部材の水を蒸発パネル
でコンクリート躯体の外部に流出させることがで
き、従つて背面土の水抜きが効率よく行なえる。
As described above, according to this invention, a water-absorbing material is provided inside and outside the porous pipe to form a drainage member, this drainage member is buried in the soil at the back, and an evaporation panel placed outside the concrete frame is installed as the drainage member. Since it is connected to the water-absorbing material, the water-absorbing material in the drainage member becomes approximately equal to the water content of the backing soil, allowing water from the backing soil to smoothly infiltrate into the drainage member, and at the same time directing water from the drainage member to the outside of the concrete structure using the evaporation panel. Therefore, water can be drained from the back soil efficiently.

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

第1図はこの考案に係る処理装置の水抜部材を
示す縦断正面図、第2図は同縦断側面図、第3図
は同上を擁壁の背面処理に用いた縦断面図、第4
図は同上の要部拡大図、第5図は集水井戸の背面
処理に用いた縦断面図、第6図は従来の背面処理
を示す縦断正面図、第7図は同縦断側面図であ
る。 1……水抜部材、2,4……吸水部材、3……
多孔パイプ、5……抽出管、7……蒸発パネル、
A……コンクリート躯体、B……背面土。
Fig. 1 is a longitudinal sectional front view showing a drainage member of a treatment device according to this invention, Fig. 2 is a longitudinal sectional side view of the same, Fig. 3 is a longitudinal sectional view of the same used for rear treatment of a retaining wall, and Fig. 4
The figure is an enlarged view of the main parts of the same as above, Figure 5 is a vertical sectional view used for back treatment of a water collection well, Figure 6 is a vertical front view showing conventional back treatment, and Figure 7 is a longitudinal sectional side view of the same. . 1... Water drainage member, 2, 4... Water absorption member, 3...
Porous pipe, 5...extraction pipe, 7...evaporation panel,
A... Concrete frame, B... Back soil.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内部に吸水材を充填した多孔パイプの外周を吸
水材で覆い、内側吸水材内に多孔性の抽出管を挿
入して形成した水抜部材を、コンクリート躯体の
背面土中に埋設し、この水抜部材の端部をコンク
リート躯体に設けた水抜孔に嵌挿し、前記コンク
リート躯体の外面に配置した蒸発パネルを水抜部
材における内側吸水材と接続した背面水の処理装
置。
A drainage member is formed by covering the outer periphery of a porous pipe filled with water-absorbing material with water-absorbing material and inserting a porous extraction pipe into the inner water-absorbing material, and burying it in the soil behind the concrete structure. A back water treatment device in which an end of the is inserted into a drainage hole provided in a concrete framework, and an evaporation panel arranged on the outer surface of the concrete framework is connected to an inner water absorption material in the drainage member.
JP18879686U 1986-12-08 1986-12-08 Expired JPH0351383Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18879686U JPH0351383Y2 (en) 1986-12-08 1986-12-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18879686U JPH0351383Y2 (en) 1986-12-08 1986-12-08

Publications (2)

Publication Number Publication Date
JPS6395747U JPS6395747U (en) 1988-06-21
JPH0351383Y2 true JPH0351383Y2 (en) 1991-11-05

Family

ID=31140494

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18879686U Expired JPH0351383Y2 (en) 1986-12-08 1986-12-08

Country Status (1)

Country Link
JP (1) JPH0351383Y2 (en)

Also Published As

Publication number Publication date
JPS6395747U (en) 1988-06-21

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