JP2505489Y2 - Water stop wall to prevent slope failure - Google Patents

Water stop wall to prevent slope failure

Info

Publication number
JP2505489Y2
JP2505489Y2 JP1990403006U JP40300690U JP2505489Y2 JP 2505489 Y2 JP2505489 Y2 JP 2505489Y2 JP 1990403006 U JP1990403006 U JP 1990403006U JP 40300690 U JP40300690 U JP 40300690U JP 2505489 Y2 JP2505489 Y2 JP 2505489Y2
Authority
JP
Japan
Prior art keywords
plate
pipe
water blocking
blocking wall
upper plate
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 - Lifetime
Application number
JP1990403006U
Other languages
Japanese (ja)
Other versions
JPH0489119U (en
Inventor
克文 笹野
Original Assignee
中部美化企業株式会社
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 中部美化企業株式会社 filed Critical 中部美化企業株式会社
Priority to JP1990403006U priority Critical patent/JP2505489Y2/en
Publication of JPH0489119U publication Critical patent/JPH0489119U/ja
Application granted granted Critical
Publication of JP2505489Y2 publication Critical patent/JP2505489Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案は、図3に示すように圃
場10の周縁に設けられた落水函9に溜った水を畦畔8
に埋設された排水管6(以下、管と略称する)によって
排水路11へ排水する場合、排水が水圧のために管の先
端部周縁から浸透し、畦畔の法面が浸食され崩壊するの
を防止するための法面崩壊防止用止水壁(以下、止水壁
と略称する)に関する。図中1は、この考案にかかる止
水壁である。
[Industrial field of application] The present invention is designed so that water collected in a drainage box 9 provided on the periphery of a field 10 as shown in FIG.
When draining to the drainage channel 11 by the drainage pipe 6 (hereinafter abbreviated as a pipe) embedded in the pipe, the drainage permeates from the peripheral edge of the pipe due to water pressure, and the slope of the ridge is eroded and collapsed. The present invention relates to a water stop wall for preventing slope failure (hereinafter, abbreviated as water stop wall) for preventing water. In the figure, 1 is a water blocking wall according to the present invention.

【0002】[0002]

【従来の技術】従来は、管の周りに止水壁形成用の穴を
掘り、その穴を粘土や泥土で埋め固めたり、コンクリー
トを流し込んで止水壁を形成していた。なお、止水壁に
類似するものとして、実開昭58−165031号公報
に記載されているように、内部に自動灌水装置を収容し
た箱状の上部カバー1と箱状の下部カバー10により通
水パイプAを挾持し、両カバーを各端部に形成された突
片15及び突片16に止螺子17を挿通することにより
接続した自動灌水装置の被覆箱がある。
2. Description of the Related Art Conventionally, a hole for forming a water blocking wall has been dug around a pipe, the hole has been filled with clay or mud, or concrete has been poured to form the water blocking wall. In addition, as described in Japanese Utility Model Laid-Open No. 58-165031, as a similar to the water blocking wall, a box-shaped upper cover 1 and a box-shaped lower cover 10 which house an automatic irrigation device inside communicate with each other. There is a cover box of an automatic watering device in which a water pipe A is held and both covers are connected by inserting a set screw 17 into a projecting piece 15 and a projecting piece 16 formed at each end.

【0003】[0003]

【考案が解決しようとする課題】止水壁形成用の特定形
状の穴を管の周りに形成し、その穴を適当な材料で埋め
て止水壁を形成する手段では、穴の形成に要する時間以
外に材料が固まるまでに多大の時間を要し、作業効率の
低下を招く。
In the means for forming a water blocking wall by forming a hole having a specific shape for forming the water blocking wall around the pipe and filling the hole with an appropriate material to form the water blocking wall. In addition to the time, it takes a lot of time for the material to harden, resulting in a decrease in work efficiency.

【0004】特に、コンクリートなどを流し込む際は、
型枠など専用の道具を必要とし、ある程度の熟練を要す
る。
Especially when pouring concrete or the like,
Requires specialized tools such as formwork and requires some skill.

【0005】さらに、粘土やコンクリートなどで形成さ
れた止水壁は経年変化でひび割れたり、管との密着性が
悪くなって水漏れを起こすことがある。
Further, a water blocking wall made of clay or concrete may crack due to aging, or the adhesion to the pipe may deteriorate, causing water leakage.

【0006】一方、実開昭58−165031号公報に
記載の自動灌水機の被覆箱は、本来、農地に自動的に灌
水する装置を収容するための箱であって、装置収容のた
め箱も大型で土中の管を挾んで設置するには大掛かりな
工事が必要となるし、上部カバー及び下部カバーの接続
構造も、各カバーの両端に形成された突片に止螺子を挿
入する構造であるため、非常に手間がかかる。
On the other hand, the cover box of the automatic irrigation machine described in Japanese Utility Model Laid-Open No. 58-165031 is originally a box for accommodating a device for automatically irrigating farmland, and is also a box for accommodating the device. Large-scale installation of a pipe in the soil requires large-scale work, and the connection structure of the upper cover and the lower cover is also a structure in which a set screw is inserted into the protrusions formed at both ends of each cover. Therefore, it is very troublesome.

【0007】[0007]

【課題を解決するための手段】この考案は、前記従来の
各課題を解決するために鋭意研究の結果開発されたもの
であり、管の周りを掘って埋め固める特別な工法を必要
とせず、あらゆる管に容易に施工でき、而も耐久性に優
れた止水壁を提供するものである。
[Means for Solving the Problems] This invention was developed as a result of earnest research in order to solve the above-mentioned conventional problems, and does not require a special construction method of digging and burying the circumference of a pipe. It provides a waterproof wall that can be easily installed on any pipe and has excellent durability.

【0008】即ち、その構成とは、土中に埋設される取
水管成いは排水管へ、それら長手方向と直交状に取り付
ける止水壁であって、下側縁に前記管の径に対応し、か
つ周縁に厚肉の補強壁を設けた切欠部を形成するととも
に、板面にピン挿通孔を穿設した上板と、上側縁に前記
管の径に対応し、かつ周縁に厚肉の補強壁を設けた切欠
部を形成した下板とを備え、ピン挿通孔を穿設した接続
板を前記下板の板面にそのピン挿通孔を上側縁から突出
させて設け、前記上板の下方角部と前記接続板の端部と
を上板の下側縁と下板の上側縁とを接合することができ
るようにヒンジによって回動可能に結合し、前記上板及
び接続板の両ピン挿通孔へ挿通するピン部材を備え、前
記上板及び下板及び接続板を合成樹脂性材料で形成した
ことにある。
[0008] That is, the construction means a water blocking wall which is embedded in soil and is attached to a drain pipe or a drain pipe in a direction orthogonal to the longitudinal direction thereof, and the lower edge corresponds to the diameter of the pipe. In addition, a notch with a thick reinforcing wall is formed on the peripheral edge, and an upper plate having a pin insertion hole on the plate surface and an upper edge corresponding to the diameter of the pipe, and a thick wall on the peripheral edge. And a lower plate having a cutout formed with a reinforcing wall, and a connection plate having a pin insertion hole is provided on the plate surface of the lower plate with the pin insertion hole protruding from the upper edge, Of the upper plate and the connecting plate are rotatably coupled by a hinge so that the lower edge of the upper plate and the lower edge of the upper plate of the upper plate can be joined to each other. A pin member that is inserted into both pin insertion holes is provided, and the upper plate, the lower plate, and the connection plate are formed of a synthetic resin material.

【0009】[0009]

【作 用】下板の切欠き部を管下側の外周に嵌合すると
ともに、上板をヒンジを支点にして回動させながら上板
の切欠部を管上側の外周に嵌合し、ピン部材を上板及び
接続板の両ピン挿通孔へ挿通するだけの簡単な作業で止
水壁が完成する。また、管に嵌合された止水壁は、上板
及び下板の切欠郎周縁に周設された厚肉の補強壁によっ
て、管の長手方向と直交する姿勢が維持される。
[Operation] Fit the notch on the lower plate to the outer circumference on the lower side of the pipe, and fit the notch on the upper plate to the outer circumference on the upper side of the pipe while rotating the upper plate around the hinge as a fulcrum. The water blocking wall is completed by a simple operation of inserting the members into both the pin insertion holes of the upper plate and the connection plate. Further, the water blocking wall fitted to the pipe is maintained in a posture orthogonal to the longitudinal direction of the pipe by the thick reinforcing walls provided around the notched edges of the upper plate and the lower plate.

【0010】[0010]

【実施例】図1はこの考案にかかる止水壁の一実施例を
示す説明図である。以下、この考案を図面に基づいて詳
細に説明する。止水壁1は、上板2、下板3、接続板
4,4及びピン部材5,5,5とから成り、それぞれ合
成樹脂などの防水性材料で形成されている。上板2の下
側縁と下板3の上側縁には、管6の径に対応した半円形
の切欠き部2bと3bがそれぞれ形成され、各切欠部の
周縁には厚肉の補強壁2aと3aがそれぞれ設けられて
いる。下板3の上側縁側の板面には上板2を接続するた
めの接続板4,4が上側縁から突出する形で設けられて
いる。上板2の下方角部と一方の接続板4の端部とは、
ヒンジ7によって回動可能に結合され、上板を矢印方向
へ回動すると上板の下側縁が下板3の上側縁に接合する
ようになっている。上板2の板面には下側縁に沿って複
数のピン挿通孔2cが所定間隔で穿設され、接続板4,
4には上板を下板に接合した時の前記ピン挿通孔2cに
対応する部位にピン挿通孔4aが穿設されている。ピン
部材5はピン本体5aとピン嵌合部材5bとで構成さ
れ、ピン本体5aのテーパー状の胴部を筒状のピン嵌合
部材5bへ嵌合することによりピン本体の抜止めを図る
ことができるようになっている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view showing an embodiment of a water blocking wall according to the present invention. Hereinafter, the present invention will be described in detail with reference to the drawings. The water blocking wall 1 is composed of an upper plate 2, a lower plate 3, connection plates 4 and 4 and pin members 5, 5 and 5, each made of a waterproof material such as synthetic resin. Semicircular cutouts 2b and 3b corresponding to the diameter of the pipe 6 are formed on the lower edge of the upper plate 2 and the upper edge of the lower plate 3, respectively. 2a and 3a are provided respectively. On the plate surface on the upper edge side of the lower plate 3, connection plates 4 and 4 for connecting the upper plate 2 are provided so as to project from the upper edge. The lower corner of the upper plate 2 and the end of the one connecting plate 4 are
It is rotatably connected by a hinge 7, and when the upper plate is rotated in the direction of the arrow, the lower edge of the upper plate is joined to the upper edge of the lower plate 3. On the plate surface of the upper plate 2, a plurality of pin insertion holes 2c are formed along the lower edge at predetermined intervals, and the connecting plate 4,
4 has a pin insertion hole 4a formed at a portion corresponding to the pin insertion hole 2c when the upper plate is joined to the lower plate. The pin member 5 is composed of a pin body 5a and a pin fitting member 5b, and the tapered body of the pin body 5a is fitted into the tubular pin fitting member 5b to prevent the pin body from coming off. You can do it.

【0011】次に止水壁1の実際の取付例を説明する。
図2に示すように下板3の切欠部3bを管6の下面に嵌
合するとともに、上板2をヒンジ7を軸にして管6側へ
回動し、上板2の切欠部2bを管6の上面に嵌合する。
そして、ピン本体5aをそれぞれ上板のピン挿通孔2c
にピン挿通孔4aから完全に突出するまで挿通し、ピン
嵌合部材5bに嵌合する。この時、両板はそれぞれの切
欠部周縁に形成された肉厚の補強壁2aと補強壁3aに
よって保持されるため、止水壁が管の長手方向に対して
直行状態となった姿勢が維持される。次に止水壁と菅と
の密着性を高めるために、補強壁2a及び補強壁3aと
菅との境界部分にコーキングを施すか接着剤を塗布す
る。かかる止水壁を水田の畦畔中に設置した状態を図3
に示す。
Next, an example of actual mounting of the water blocking wall 1 will be described.
As shown in FIG. 2, the cutout portion 3b of the lower plate 3 is fitted to the lower surface of the pipe 6, and the upper plate 2 is rotated around the hinge 7 toward the pipe 6 side so that the cutout portion 2b of the upper plate 2 is removed. Fit on top of tube 6.
Then, the pin bodies 5a are respectively inserted into the pin insertion holes 2c of the upper plate.
It is inserted until it completely projects from the pin insertion hole 4a, and is fitted into the pin fitting member 5b. At this time, since both plates are held by the thick reinforcing walls 2a and 3a formed at the peripheral edges of the respective cutouts, the water blocking wall maintains a posture in which the water blocking wall is orthogonal to the longitudinal direction of the pipe. To be done. Next, in order to improve the adhesion between the water blocking wall and the pipe, caulking or application of an adhesive is applied to the boundary portions between the reinforcing wall 2a and the reinforcing wall 3a and the pipe. Fig. 3 shows a state in which such a water blocking wall is installed in the ridge of a paddy field.
Shown in

【0012】このように、この止水壁を用いれば、各板
を管に嵌合し、ピンで止めるだけの簡単な作業で止水壁
を設置することができる。しかも、板状でありながら、
補強壁によって支持されているため、土の圧力で板面の
姿勢が崩れることもない。さらに、板状であるため大き
な穴を掘る必要もないし、合成樹脂製であるため耐久性
に優れている。
As described above, if this water blocking wall is used, the water blocking wall can be installed by a simple operation of fitting each plate into the pipe and stopping with the pin. Moreover, despite being plate-shaped,
Since it is supported by the reinforcing wall, the posture of the plate surface does not collapse due to soil pressure. Further, since it is plate-shaped, it is not necessary to dig a large hole, and because it is made of synthetic resin, it has excellent durability.

【0013】なお、止水壁に加わる圧力の大きさに応じ
て接続板を更にもう一組用意し、上板と下板を両側から
挾持するように接続することもできる。また、上板と下
板の左右側部のそれぞれにピン挿通孔を形成し、接続板
によって両板の側部を接続して止水壁を形成しても良
い。
Further, another set of connecting plates may be prepared according to the magnitude of the pressure applied to the water blocking wall, and the upper plate and the lower plate may be connected so as to be sandwiched from both sides. Alternatively, pin insertion holes may be formed in the left and right side portions of the upper plate and the lower plate, and the water blocking wall may be formed by connecting the side portions of both plates with a connecting plate.

【0014】図4は、この考案にかかる止水壁の他の実
施例を示すもので、ヒンジを用いないタイプの止水壁で
ある。図5はその止水壁を管6に取付けた状態を示す。
FIG. 4 shows another embodiment of the water blocking wall according to the present invention, which is a type of water blocking wall which does not use a hinge. FIG. 5 shows a state in which the water blocking wall is attached to the pipe 6.

【0015】図6は、接続板12を上板2及び下板3と
は別個に設けた他の実施例を示す。接続板12,12の
上縁及び下縁に沿って上板接続用のピン挿通孔と下板接
続用のピン挿通孔がそれぞれ窃設されている。ここで、
止水壁に加わる圧力の大きさに応じて接続板を更にもう
一組用意し、上板と下板を両面から挾持するように接続
することもできる。また、上板と下板の左右側画のそれ
ぞれにピン挿通孔を形成し、各側面に接続板をピンで止
めることにより、両板を接続して止水壁を形成しても良
い。
FIG. 6 shows another embodiment in which the connecting plate 12 is provided separately from the upper plate 2 and the lower plate 3. A pin insertion hole for connecting the upper plate and a pin insertion hole for connecting the lower plate are stolen along the upper and lower edges of the connection plates 12, 12, respectively. here,
It is also possible to prepare another set of connecting plates according to the magnitude of pressure applied to the water blocking wall, and connect the upper plate and the lower plate so as to hold them from both sides. Alternatively, a pin insertion hole may be formed in each of the left and right sides of the upper plate and the lower plate, and the connecting plate may be fixed to each side surface with a pin to connect both plates to form a water blocking wall.

【0016】図7は、上板の下側縁と下板の上側縁を嵌
合するためのU字溝を上下に形成する接続部材14、1
4を用いたこの考案にかかる止水壁の他の実施例を示
す。この接続部材も合成樹脂などの防水性材料で形成さ
れ、U字溝の大きさは上板と下板の大きさに応じて適宜
変更可能である。また、この接続部材の所定箇所にピン
挿通孔を形成し、上板12と下板13とを組み合わせて
も良いし、両板の側面を接続体14、14で接続しても
良い。なお、実際に管に取り付ける際には、U字溝に合
成樹脂用の接着剤を塗布してから両板を嵌合し、補強壁
2a、3aと菅との境界部分にコーキングを施すか接着
剤を塗布する。
FIG. 7 shows connecting members 14 and 1 for forming a U-shaped groove at the top and bottom for fitting the lower edge of the upper plate and the upper edge of the lower plate.
Another embodiment of the water blocking wall according to the present invention using No. 4 will be shown. This connecting member is also formed of a waterproof material such as synthetic resin, and the size of the U-shaped groove can be appropriately changed according to the sizes of the upper plate and the lower plate. In addition, a pin insertion hole may be formed at a predetermined position of this connecting member, and the upper plate 12 and the lower plate 13 may be combined, or the side surfaces of both plates may be connected by the connecting bodies 14, 14. In addition, when actually attaching to the pipe, after applying an adhesive for synthetic resin to the U-shaped groove and fitting both plates, caulking or bonding the boundary between the reinforcing walls 2a, 3a and the pipe. Apply the agent.

【0017】また、管が設置前であれば、図8に示すよ
うに上板と下板とに分割することなく、一枚の防水性板
材に管の外径に合致する挿通孔を形成し、その周縁に補
強壁を厚肉形成した一枚板の止水壁15を用い、補強壁
周縁に接着剤を塗布しても前記各実施例と同様に止水壁
としての効果を奏することができる。
If the pipe has not been installed yet, as shown in FIG. 8, an insertion hole matching the outer diameter of the pipe is formed in one waterproof plate material without dividing it into an upper plate and a lower plate. Even if the water blocking wall 15 is formed of a single plate having a thickened reinforcing wall on the periphery thereof, and an adhesive is applied to the periphery of the reinforcing wall, the same effect as the water blocking wall can be obtained as in the above-described embodiments. it can.

【0018】なお、各切欠き部2b,3bの大きさは設
置する菅6の径に応じて適宜変更して形成可能であり、
上板2と下板3及び接続板4の厚みや大きさも止水壁1
に加わる圧力の大きさに応じて適宜変更して形成可能で
ある。また、ピン部材5も本実施例の構造にものに拘泥
されることなく上板と下板を接合し、圧力に充分耐え得
るものであればボルト・ナットなど、他の構造のもので
もよい。さらに、接続板には種々の構成のものがある
が、これらのものに拘泥されることなく接続に適したも
のであれば他の構成の接続部材を用いても良い。
The sizes of the cutouts 2b and 3b can be appropriately changed according to the diameter of the pipe 6 to be installed.
The thickness and size of the upper plate 2, the lower plate 3 and the connecting plate 4 are also the water blocking wall 1.
It can be formed by appropriately changing it according to the magnitude of the pressure applied to. Also, the pin member 5 may have other structures such as bolts and nuts as long as the upper plate and the lower plate are joined together without being limited to the structure of the present embodiment and can withstand pressure sufficiently. Further, although the connecting plate has various configurations, a connecting member having another configuration may be used as long as it is suitable for connection without being limited to these configurations.

【0019】[0019]

【考案の効果】この考案によれば、簡易な構造にして容
易、かつ迅速に設置することができるため、作業時間と
設置費用の低減を図ることができる。しかも、耐久性に
優れているため、経年変化による水漏れの虞れもない。
According to this invention, since the structure is simple and can be installed easily and quickly, the working time and the installation cost can be reduced. Moreover, since it has excellent durability, there is no risk of water leakage due to aging.

【図面の簡単な説明】[Brief description of drawings]

【図1】この考案にかかる止水壁の一実施例を示す説明
図である。
FIG. 1 is an explanatory view showing an embodiment of a water blocking wall according to the present invention.

【図2】図1の止水壁を管に取付けた状態を示す説明図
である。
FIG. 2 is an explanatory view showing a state in which the water blocking wall of FIG. 1 is attached to a pipe.

【図3】この考案にかかる止水壁を実際に設置した状態
を示す説明図である。
FIG. 3 is an explanatory view showing a state in which the water blocking wall according to the present invention is actually installed.

【図4】ヒンジを用いない止水壁の説明図である。FIG. 4 is an explanatory diagram of a water blocking wall that does not use a hinge.

【図5】図4の止水壁を管に取付けた状態を示す説明図
である。
5 is an explanatory view showing a state in which the water blocking wall of FIG. 4 is attached to a pipe.

【図6】各板と接続板が独立した止水壁の説明図であ
る。
FIG. 6 is an explanatory view of a water blocking wall in which each plate and the connection plate are independent.

【図7】U字溝を有する接続部材を用いた止水壁の説明
図である。
FIG. 7 is an explanatory view of a water blocking wall using a connecting member having a U-shaped groove.

【図8】上板と下板とに分割しない止水壁を示す説明図
である。
FIG. 8 is an explanatory view showing a water blocking wall which is not divided into an upper plate and a lower plate.

【符号の説明】[Explanation of symbols]

1・・止水壁、2,12・・上板、2a,3a・・補強
壁、2b,3b・・切欠部、3,13・・下板、4,1
2・・接続板、5・・ピン部材、14・・接続部材、4
a・・ピン挿通孔、5a・・ピン本体、5b・・ピン嵌
合部材、6・・管、7・・ヒンジ、8・・畦畔、9・・
落水函、10・・圃場、11・・排水路、15・・・一
枚板の止水壁。
1 ... Water-stop wall, 2, 12 ... Upper plate, 2a, 3a ... Reinforcing wall, 2b, 3b .. Notch part, 3, 13 ... Lower plate, 4, 1
2 ... Connection plate, 5 ... Pin member, 14 ... Connection member, 4
a ・ ・ Pin insertion hole, 5a ・ ・ Pin body, 5b ・ ・ Pin fitting member, 6 ・ ・ Pipe, 7 ・ ・ Hinge, 8 ・ ・ River, 9 ・ ・
Water drop box, 10 ... Farm field, 11 ... Drainage channel, 15 ...

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】土中に埋設される取水管或いは排水管へ、
それら長手方向と直交状に取り付ける止水壁であって、
下側縁に前記管の径に対応し、かつ周縁に厚肉の補強壁
を設けた切欠部を形成するとともに、板面にピン挿通孔
を穿設した上板と、上側縁に前記管の径に対応し、かつ
周縁に厚肉の補強壁を設けた切欠部を形成した下板とを
備え、ピン挿通孔を穿設した接続板を前記下板の板面に
そのピン挿通孔を上側縁から突出させて設け、前記上板
の下方角部と前記接続板の端部とを上板の下側縁と下板
の上側縁とを接合することができるようにヒンジによっ
て回動可能に結合し、前記上板及び接続板の両ピン挿通
孔へ挿通するピン部材を備え、前記上板及び下板及び接
続板を合成樹脂性材料で形成したことを特徴する法面崩
壊防止用止水壁。
1. A water intake pipe or a drain pipe buried in the soil,
A water blocking wall that is attached orthogonally to those longitudinal directions,
A notch portion corresponding to the diameter of the pipe is formed on the lower edge and a peripheral wall is provided with a thick reinforcing wall, and a plate surface is provided with a pin insertion hole, and an upper edge of the pipe is formed. A connecting plate having a notch portion corresponding to the diameter and having a thickened reinforcing wall on the periphery is formed, and a connecting plate having a pin inserting hole is formed on the plate surface of the lower plate with the pin inserting hole on the upper side. It is provided so as to project from the edge, and the lower corner portion of the upper plate and the end portion of the connection plate can be pivoted by a hinge so that the lower edge of the upper plate and the upper edge of the lower plate can be joined. A stopper for preventing slope collapse, comprising a pin member that is connected to and inserted into both pin insertion holes of the upper plate and the connecting plate, and the upper plate, the lower plate and the connecting plate are formed of a synthetic resin material. wall.
JP1990403006U 1990-12-10 1990-12-10 Water stop wall to prevent slope failure Expired - Lifetime JP2505489Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990403006U JP2505489Y2 (en) 1990-12-10 1990-12-10 Water stop wall to prevent slope failure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990403006U JP2505489Y2 (en) 1990-12-10 1990-12-10 Water stop wall to prevent slope failure

Publications (2)

Publication Number Publication Date
JPH0489119U JPH0489119U (en) 1992-08-04
JP2505489Y2 true JP2505489Y2 (en) 1996-07-31

Family

ID=31880848

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990403006U Expired - Lifetime JP2505489Y2 (en) 1990-12-10 1990-12-10 Water stop wall to prevent slope failure

Country Status (1)

Country Link
JP (1) JP2505489Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102505673A (en) * 2011-12-31 2012-06-20 张忠怀 Hollow drainage field ridge with field ridge sluice gate
JP7182506B2 (en) * 2019-04-02 2022-12-02 公益財団法人鉄道総合技術研究所 Car frame structure and embankment restoration method using the same

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58165031U (en) * 1982-04-30 1983-11-02 平野 主一 Automatic irrigation system covering box

Also Published As

Publication number Publication date
JPH0489119U (en) 1992-08-04

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