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JP3585380B2 - Impermeable wall for gutter pipe - Google Patents
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JP3585380B2 - Impermeable wall for gutter pipe - Google Patents

Impermeable wall for gutter pipe Download PDF

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Publication number
JP3585380B2
JP3585380B2 JP30619898A JP30619898A JP3585380B2 JP 3585380 B2 JP3585380 B2 JP 3585380B2 JP 30619898 A JP30619898 A JP 30619898A JP 30619898 A JP30619898 A JP 30619898A JP 3585380 B2 JP3585380 B2 JP 3585380B2
Authority
JP
Japan
Prior art keywords
pipe
gutter
impermeable wall
gutter pipe
wall
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 - Fee Related
Application number
JP30619898A
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Japanese (ja)
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JP2000129647A (en
Inventor
範行 荒川
公太郎 河本
正蔵 岸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 by Kubota Corp filed Critical Kubota Corp
Priority to JP30619898A priority Critical patent/JP3585380B2/en
Publication of JP2000129647A publication Critical patent/JP2000129647A/en
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Publication of JP3585380B2 publication Critical patent/JP3585380B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
この発明は、堤防等に埋設される樋管周囲の水みち遮断用の遮水壁の改良に関する。
【0002】
【従来の技術】
河川の堤防には、増水時の溢水や堤防の決壊を防止するため、増水を別の河川や排水処理場へ排水する樋管を堤防の基礎部に設ける場合がある。
【0003】
ところで、堤防1に樋管2を貫通した場合、図7に示すように樋管2に沿って水みちWが出来易く、増水時に河川の水が浸透する恐れがある。
従って、樋管2を設けた場合、水の浸透を防ぐ鍔状の遮水壁3を設ける必要がある。
【0004】
この遮水壁を設ける工法として従来では堤防1を点線で示すように開削し型枠などを使用してコンクリート製遮水壁を構築したり、あるいは開削してできる地盤内壁面をそのまま型枠として使用し、セメントミルクを注入することにより遮水壁を形成することが行なわれていた。
【0005】
【発明が解決しようとする課題】
しかし、上記工法のように、堤防1を掘削すると堤防上の交通が阻害され工事も大がかりとなる問題があった。
【0006】
また、上記工法は既設管の外周に遮水壁を構築していくから遮水壁と管の外周との間に隙間ができる懸念があった。
このような問題点を解消するため本願出願人は、堤防1に樋管2を設けるに際し、推進管路の中央付近に特殊構造の推進樋管2Aを配設し、管路貫通後、前記特殊構造の推進樋管2Aの管壁隙間から周囲の土壌を掘削して、図8に示すように管内から遮水壁を配置できる溝3Aを形成し、この溝3Aに多数の扇状片3C…3Cを順次接合しつつ組み立てて行き遮水壁3を形成する方法を提案した。
【0007】
この遮水壁3は最終的に図9に示すように多数の扇状片3C…3Cを管内から管外へ順次接合しつつ延出していくので管壁と遮水壁との間に水みちができる怖れは全く無い。しかも、堤防を表面から開削することもないので周辺の交通遮断等の弊害もないなどの利点を有する。
【0008】
【発明が解決しようとする課題】
しかし、上記方法による場合組み立て作業は、狭い管内で非常に多数の分解片3C…を繰り返し接続する作業となるのでかなり過酷な作業となる上、図9に示したように接続終了間近になると次第に扇状片3Cを挿入する隙間Pが狭くなり、溶接作業や挿入作業が困難となる問題があった。
【0009】
特に、人がやっと入れる径の管などでは作業が非常に困難となってくる問題があった。
この発明は、上記問題点を解消することを目的としてなされたものであり、樋管を配設した場合、遮水壁を容易に設置出来る樋管用遮水壁を提供することを目的としてなされたものである。
【0010】
【課題を解決するための手段】
請求項1の樋管用遮水壁は、樋管内面に固定可能な短管状コア外面に折畳み自在な材質よりなる遮水壁部材が固定され、該遮水壁部材の外縁にバネ状弾性により円環状形状を保ち、かつ折畳みできる弾性芯部材が固定されてなる。
【0011】
この樋管用遮水壁によれば、遮水壁外縁の弾性芯部材を遮水壁部材と共に小さく折畳み管内への搬入を容易にし、管内で折畳みを解除すれば環状に復元変形する弾性芯部材により一気に遮水壁が成形出来るようにしたのである。
【0012】
【発明の実施の形態】
次に、この発明の実施の形態を説明する。
実施の形態1
図1はこの発明の実施の形態1の樋管用遮水壁の正面図、図2は図1のX−X線断面図である。
【0013】
図1、図2において、樋管用遮水壁6は、樋管2(図2)内面に固定可能な短管状コア7外面に固定された、円板状をなしかつ折畳み自在な材質、例えばゴムシート、ゴム引き帆布、防水処理した帆布、防水性を有し軽量な合成樹脂製薄布などから形成された遮水壁部材8と、該遮水壁部材8の外縁に円周に沿って固定された弾性芯部材9とから構成されている。
【0014】
この弾性芯部材9は、ばね鋼よりなる帯板の両端を環状に接合したもの、あるいは細長い硬質つるまきばねの両端を環状に接合したものとされ、上記の遮水壁部材8の外縁に縫着するか、外縁に沿って形成した細長いチューブ状空間に挿通することなどにより一体化されている。
【0015】
そして、図3に示すように遮水壁部材8を矢印のように捻って3つ輪にし次いで軸方向に3つに小さく折畳んでおき、解除により弾性芯部材の弾性によって元の円板状に復元変形できるように構成されている。なお、上記折畳みは5つ輪にし軸方向輪に5つに折畳むようにすれば更に小さく折畳める。
【0016】
また、短管状コア7も遮水壁部材8と同様、折畳んで管内に搬入移動できるようゴム製あるいは弾性を有する合成樹脂製などとされている。
次に上記樋管用遮水壁を用いた樋管用遮水壁の構築方法を説明する。
【0017】
図4に示すように、埋設された管路を構成する特種樋管2aの接合ライナーを管内から取外して周方向の管路開口部2bを形成し、該開口部2bから前記埋設地盤Gを前記樋管2を中心とする同心円板状に掘削(図の11)する。
【0018】
次いで折畳んだ状態で樋管用遮水壁6を前記樋管2内に搬入し、前記同心円板状の掘削部11に折畳んだ遮水壁部材8を搬入し、弾性芯部材9の折畳み力を解除する。
【0019】
この解除により弾性芯部材9は元の円周状の形状に復元変形していくが、自重などにより自動的に展開しない場合などは、全体をゆすったり棒で突く等して展開を助ける。
【0020】
そして、円板状に展開した後は図5に示すように短管状コア7を特種樋管2aの開口部2bに架設固定し、内面からライナーやボルト等の締結具等(図示省略)で固定する。
【0021】
次いで、エア抜きパイプ14を遮水壁部材8に沿って立設し、溝11内の上部に貯まる空気を排出させつつ注入口7aよりグラウト12(図6)を注入し図6に示すように硬化させるのである。
【0022】
従って、上記によれば掘削した溝内に遮水壁部材を挿入後、折畳み力を解除すれば管内で容易に円板状に展開でき、遮水壁の構築が非常に容易となる。
【0023】
【発明の効果】
この発明は以上説明したように、堤防に樋管を配設した後遮水壁を取り付ける場合、管内から掘削した遮水壁取付空間へ予め折畳んだ樋管用遮水壁を搬入後、折畳み力を解除すれば、容易に円板状に展開させることができるので、従来のような遮水壁構築のための単調な繰り返し作業となる組み立て作業が一切不要となり、遮水壁の施工が非常に容易となる。
【図面の簡単な説明】
【図1】実施の形態の正面図である。
【図2】図1のX−X線断面図である。
【図3】折畳み状態を示す正面図である。
【図4】樋管用遮水壁の構築方法の工程説明図である。
【図5】樋管用遮水壁の構築方法の工程説明図である。
【図6】樋管用遮水壁の構築方法の工程説明図である。
【図7】推進樋管の遮水壁の説明図である。
【図8】推進樋管の施工状態の説明図である。
【図9】従来の推進樋管用遮水壁の構造説明図である。
【符号の説明】
2 樋管
2a 特種樋管
2b 管路開口部
6 樋管用遮水壁
7 短管状コア
8 遮水壁部材
9 弾性芯部材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an improvement of a water-impervious wall for shutting off a water passage around a gutter pipe buried in a dike or the like.
[0002]
[Prior art]
In some cases, river dikes are provided with gutter pipes at the base of the dike to drain the increased water to another river or wastewater treatment plant in order to prevent flooding and breakage of the dike during flooding.
[0003]
By the way, when the gutter pipe 2 penetrates the embankment 1, as shown in FIG. 7, the water path W is easily formed along the gutter pipe 2, and there is a possibility that the water of the river may permeate when the water is increased.
Therefore, when the gutter pipe 2 is provided, it is necessary to provide a flange-shaped impermeable wall 3 for preventing permeation of water.
[0004]
Conventionally, as a method of providing this impermeable wall, the embankment 1 is cut open as shown by the dotted line and a concrete impermeable wall is constructed using a formwork, or the inner wall surface of the ground that can be cut and excavated is used as a formwork as it is. It has been practiced to form a water barrier by injecting cement milk.
[0005]
[Problems to be solved by the invention]
However, excavation of the embankment 1 as in the above construction method has a problem that traffic on the embankment is obstructed and the construction becomes large.
[0006]
In addition, since the above-mentioned method builds a water-impervious wall around the existing pipe, there is a concern that a gap may be formed between the water-impervious wall and the outer periphery of the pipe.
In order to solve such a problem, the applicant of the present application arranges a gutter pipe 2 on the embankment 1 by arranging a propulsion gutter pipe 2A having a special structure near the center of the propulsion pipe, and after penetrating the pipe, the above-mentioned special gutter pipe 2A. The surrounding soil is excavated from the gap of the wall of the propulsion gutter pipe 2A having the structure to form a groove 3A in which a water impervious wall can be arranged from inside the pipe as shown in FIG. 8, and a large number of fan-shaped pieces 3C. And sequentially assembling them to form the impermeable wall 3.
[0007]
The water impervious wall 3 finally extends while joining a large number of fan-shaped pieces 3C... 3C from inside the pipe to outside the pipe as shown in FIG. There is no fear of being able to do it. In addition, there is an advantage that the embankment is not cut away from the surface, so that there is no adverse effect such as traffic interruption in the surrounding area.
[0008]
[Problems to be solved by the invention]
However, in the case of the above-described method, the assembling work is a work of repeatedly connecting a large number of disassembled pieces 3C... Within a narrow pipe, so that the work is considerably severe. In addition, as shown in FIG. There is a problem that the gap P into which the fan-shaped piece 3C is inserted becomes narrow, and welding work and insertion work become difficult.
[0009]
In particular, there is a problem that the work becomes very difficult with a pipe having a diameter which can be finally entered by a person.
The present invention has been made for the purpose of solving the above problems, and has been made for the purpose of providing a gutter pipe impermeable wall in which a gutter pipe can be easily installed when a gutter pipe is provided. Things.
[0010]
[Means for Solving the Problems]
In the watertight wall for a gutter pipe according to the first aspect, a watertight wall member made of a foldable material is fixed to an outer surface of a short tubular core that can be fixed to an inner surface of the gutter pipe, and a circular shape is formed on the outer edge of the watertight wall member by spring-like elasticity. An elastic core member that maintains an annular shape and is foldable is fixed.
[0011]
According to this impermeable wall for gutter pipes, the elastic core member at the outer edge of the impermeable wall can be easily folded into the pipe together with the impermeable wall member, and can be restored to an annular shape by releasing the folding inside the pipe. This made it possible to form impermeable walls at once.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, an embodiment of the present invention will be described.
Embodiment 1
FIG. 1 is a front view of a gutter pipe impermeable wall according to Embodiment 1 of the present invention, and FIG. 2 is a sectional view taken along line XX of FIG.
[0013]
In FIGS. 1 and 2, a gutter pipe impermeable wall 6 is a disc-shaped and foldable material fixed to the outer surface of a short tubular core 7 that can be fixed to the inner surface of the gutter pipe 2 (FIG. 2), for example, rubber. A water-impervious wall member 8 formed of a sheet, a rubberized canvas, a waterproofed canvas, a waterproof and lightweight synthetic resin thin cloth, and fixed along the circumference to the outer edge of the water-impervious wall member 8 And the elastic core member 9 formed.
[0014]
The elastic core member 9 is formed by joining both ends of a strip made of spring steel in an annular shape or by joining both ends of an elongated hard helical spring in an annular shape. It is integrated by attaching it or inserting it through an elongated tubular space formed along the outer edge.
[0015]
Then, as shown in FIG. 3, the water impervious wall member 8 is twisted as shown by the arrows to form three rings, and then folded into three small pieces in the axial direction. It is configured so that it can be restored and deformed. In addition, if the above-mentioned fold is made into five wheels and it is made to fold into five in an axial direction wheel, it can be folded further smaller.
[0016]
The short tubular core 7 is also made of rubber or an elastic synthetic resin so that it can be folded and carried into the pipe, similarly to the impermeable wall member 8.
Next, a method of constructing a gutter pipe impermeable wall using the gutter pipe impermeable wall will be described.
[0017]
As shown in FIG. 4, the joining liner of the special gutter pipe 2a constituting the buried pipe is removed from the inside of the pipe to form a circumferential pipe opening 2b, and the buried ground G is removed from the opening 2b. Excavation is performed in a concentric disk shape centering on the gutter tube 2 (11 in the figure).
[0018]
Next, in the folded state, the gutter pipe impervious wall 6 is carried into the gutter pipe 2, the concentric disc-shaped excavation part 11 is carried with the folded impermeable wall member 8, and the folding force of the elastic core member 9. Cancel.
[0019]
By this release, the elastic core member 9 is restored to its original circumferential shape. However, when the elastic core member 9 does not automatically expand due to its own weight or the like, the entire body is loosened or pushed with a stick to assist the expansion.
[0020]
After being developed into a disk shape, as shown in FIG. 5, the short tubular core 7 is erected and fixed in the opening 2b of the special gutter tube 2a, and is fixed from the inner surface with a fastener such as a liner or bolt (not shown). I do.
[0021]
Next, an air bleeding pipe 14 is erected along the impermeable wall member 8, and grout 12 (FIG. 6) is injected from the inlet 7a while discharging the air stored in the upper part of the groove 11, as shown in FIG. Let it cure.
[0022]
Therefore, according to the above, if the folding force is released after inserting the water-impervious wall member into the excavated groove, the water-impervious wall can be easily deployed in the pipe and the construction of the water-impervious wall becomes very easy.
[0023]
【The invention's effect】
As described above, according to the present invention, when installing a gutter pipe on a dike and attaching a gutter pipe, the folding force for the gutter pipe previously folded into the gutter pipe mounting space excavated from the pipe is carried in, and then the folding force is applied. Can be easily unfolded into a disk shape, eliminating the need for any monotonous and repetitive assembly work to construct the impermeable wall as in the past. It will be easier.
[Brief description of the drawings]
FIG. 1 is a front view of an embodiment.
FIG. 2 is a sectional view taken along line XX of FIG.
FIG. 3 is a front view showing a folded state.
FIG. 4 is a process explanatory view of a method of constructing a gutter pipe impermeable wall.
FIG. 5 is a process explanatory view of a method of constructing a gutter pipe impermeable wall.
FIG. 6 is a process explanatory view of a method of constructing a gutter pipe impermeable wall.
FIG. 7 is an explanatory view of a water impervious wall of a propulsion gutter tube.
FIG. 8 is an explanatory diagram of a construction state of a propulsion gutter tube.
FIG. 9 is a structural explanatory view of a conventional water barrier wall for a propulsion gutter pipe.
[Explanation of symbols]
2 Gutter pipe 2a Special type gutter pipe 2b Pipe opening 6 Gutter pipe impermeable wall 7 Short tubular core 8 Impermeable wall member 9 Elastic core member

Claims (1)

樋管内面に固定可能な短管状コア外面に折畳み自在な材質よりなる遮水壁部材が固定され、該遮水壁部材の外縁にバネ状弾性により円環状形状を保ち、かつ折畳みできる弾性芯部材が固定されてなる樋管用遮水壁。An impermeable wall member made of a foldable material is fixed to the outer surface of the short tubular core that can be fixed to the inner surface of the gutter pipe, and an elastic core member that maintains an annular shape by spring-like elasticity at the outer edge of the impermeable wall member and is foldable. The impermeable wall for gutter pipes to which is fixed.
JP30619898A 1998-10-28 1998-10-28 Impermeable wall for gutter pipe Expired - Fee Related JP3585380B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30619898A JP3585380B2 (en) 1998-10-28 1998-10-28 Impermeable wall for gutter pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30619898A JP3585380B2 (en) 1998-10-28 1998-10-28 Impermeable wall for gutter pipe

Publications (2)

Publication Number Publication Date
JP2000129647A JP2000129647A (en) 2000-05-09
JP3585380B2 true JP3585380B2 (en) 2004-11-04

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP30619898A Expired - Fee Related JP3585380B2 (en) 1998-10-28 1998-10-28 Impermeable wall for gutter pipe

Country Status (1)

Country Link
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