JP2013053454A - Packing material for catchment hole of liner plate catchment well - Google Patents

Packing material for catchment hole of liner plate catchment well Download PDF

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JP2013053454A
JP2013053454A JP2011192286A JP2011192286A JP2013053454A JP 2013053454 A JP2013053454 A JP 2013053454A JP 2011192286 A JP2011192286 A JP 2011192286A JP 2011192286 A JP2011192286 A JP 2011192286A JP 2013053454 A JP2013053454 A JP 2013053454A
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liner plate
water
packing material
well
hole
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Koji Yoshida
幸司 吉田
Takeo Harada
剛男 原田
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a packing material for a catchment hole of a liner plate catchment well, the packing material being used in a drainage structure utilizing a catchment hole installed for gravitational drainage of underground water present on a back face earth side of a liner plate catchment wall, water falling on a back face of the liner plate, and the like in the liner plate catchment well installed as a landslide suppression work mainly in a mountainous area.SOLUTION: An elastic packing material 10 is inserted in a catchment hole 5 provided in each of wave parts 4a, 4b of a liner plate 4 of a liner plate catchment well 1, and the elastic packing material 10 is mounted to whole circumference of a peripheral end of the catchment hole 5 in a water cut-off condition in the state that the packing material 10 is elastically deformed and in close contact with the whole circumference of the peripheral end of the catchment hole 5. The packing material 10 is provided with a groove part 15 which is formed on its outer peripheral surface along the peripheral end 5a of the catchment hole 5 of the liner plate 4 and in which the peripheral end 5a is fitted.

Description

この発明は、地すべり抑制工として主に山間地に設置されているライナープレート集水井において、同ライナープレート集水井の背面土側に存在する地下水や、同ライナープレート背面を伝い下りる自然水など(以下、背面水という。)を自然排水するために設けている集水孔を利用して行う排水構造に使用されるライナープレート集水井の集水孔用パッキング材の技術分野に属する。   The present invention relates to liner plate catchment wells installed mainly in mountainous areas as landslide control works, such as ground water existing on the back soil side of the liner plate catchment wells, natural water flowing down the back of the liner plate, etc. It belongs to the technical field of the packing material for the water collecting holes of the liner plate water well used in the drainage structure that uses the water collecting holes provided for the natural drainage of the backside water).

従来、ライナープレート集水井1は、図1に例示したように、地すべり面2が予測される山間地に例えば深さ10m〜30m、直径3.5m程度の規模で設置して背面水の集水を図り、地すべり抑制に効果を挙げている。
具体的構造を図2に示したように、ライナープレート集水井1は、単位大きさのライナープレート4を円筒形状に組み立てて構築され、頂部には落下防止の安全性を図る天蓋3を設置している。ライナープレート4には、図4(A)、(B)に例示したような配置で、自然集水を目的とする集水孔5を直径φ30〜φ50mm程度の大きさで一定のピッチと配列で一基あたりの集水孔数は200〜600個程度設けられている。
更に、背面水の積極的な集・排水を行う目的で、図3に示したように、外周部の地山に向かって放射状の配置で複数本の集水ボーリング6を施工し、また、集水した水を自然排水するため近隣の川7などに向かって繋がる排水ボーリング8を施工する。或いはポンプを設置して汲み上げることも行われる。
Conventionally, as illustrated in FIG. 1, the liner plate water collection well 1 is installed in a mountainous area where a landslide surface 2 is predicted, for example, with a depth of about 10 m to 30 m and a diameter of about 3.5 m, and collects backwater. And is effective in suppressing landslides.
As shown in FIG. 2, the liner plate water well 1 is constructed by assembling a unit-sized liner plate 4 into a cylindrical shape, and a canopy 3 is installed on the top for safety in preventing fall. ing. In the liner plate 4, the water collection holes 5 intended for natural water collection are arranged in the arrangement illustrated in FIGS. 4A and 4B with a diameter of about φ30 to φ50 mm and a constant pitch and arrangement. About 200 to 600 water collecting holes per unit are provided.
Furthermore, for the purpose of actively collecting and draining the back water, as shown in FIG. 3, a plurality of water collecting borings 6 are constructed in a radial arrangement toward the ground of the outer periphery, In order to drain the drained water naturally, a drainage boring 8 connected to the nearby river 7 will be constructed. Or a pump is installed and pumped up.

上記のような集水井に関する先行技術として、下記の特許文献1には、集水井の水抜きボーリングの排水量を増加させる方法に関する技術が開示されている。また、下記の特許文献2には、水抜きボーリングに関する技術が開示されている。
更に、特許文献3には、集水井を構成するライナープレートの集水孔の目詰まり修復作業を容易且つ短時間で行うことができる、集水井の水抜き栓の技術が開示されている。
As a prior art relating to the above-described water collection well, the following Patent Document 1 discloses a technique relating to a method for increasing the amount of drainage of drainage boring in the water collection well. Patent Document 2 below discloses a technique related to drain boring.
Further, Patent Document 3 discloses a drainage stopper technique for a drainage well that can easily and quickly perform clogging repair work for the drainage holes of the liner plate constituting the drainage well.

特開2002−4295号公報JP 2002-4295 A 特開2006−169930号公報JP 2006-169930 A 特開2009−203777号公報JP 2009-203777 A

上記集水井が、周辺の背面土に存在する背面水の集水を積極的に進める結果、地すべり抑制に効果を挙げていることは既に知られている。
上記ライナープレート4を組み立てて構築したライナープレート集水井1の場合は、同ライナープレート4に背面水の集水を目的として設けた集水孔5を通じて背面土側から背面水が滲み出る。その背面水はライナープレート4の内面を伝って集水井内に集水されるため、同背面水及び背面水に含まれた成分により、集水孔5の位置より下方のライナープレート4の内面に、時間の経過と共に鉄分などの異物が付着したり、ライナープレート内面の腐食が進行する現象が知られ、問題点として課題解決に挙げられている。
即ち、地山側から滲み出る背面水には、当然酸やアルカリの成分などが含まれていることが多い。また、集水孔5から滲み出た背面水はライナープレート4の内面を伝い落ちて水濡れ状態を呈し、その途中では空気と接触する。そして、滲出量が少ないときは乾燥する等々の現象を長期に繰り返す結果、ライナープレート4における背面水の滲出域の内面に施された防食処理(溶融亜鉛メッキ等)が浸食され、腐食(錆の発生)が進行するという問題点が指摘されている。
その対策として、従来は鋼製等の排水管を上記集水孔5へ挿入し、集水孔5の孔縁と排水管との隙間をコーキング又は溶接により止水処理することにより背面水がライナープレート4の内面へ垂れ落ちることを防止して背面水と接触させない対応策が考えられ実施もされている。しかし、ライナープレート4の波部4a又は4bに設ける集水孔5は、例え集水井1の中心部から見た形状が円形でも、その実体は波部の形状に沿って複雑な三次元形状を呈するので、前記したような対応策では、集水井内周面に上記した如く多数設けられ集水井の全体に対してコーキング材や溶接による止水処理を施すことは大変多くの労力を必要とし、例え熟練者であっても多くの手間が掛かって作業時間が長引き、長い工期と多額の工費を必要とするという問題点があった。
また、ライナープレート4の波部に設けられる複雑な形状の集水孔5へ水抜き栓を取り付ける技術である上記特許文献3には、水抜き栓の抜け止め機能として外側ストッパ面や内側ストッパ面による構成が開示されている。しかし、特許文献3はそもそも水抜き栓を取り付ける技術を開示した内容であって、ライナープレートの内面に背面水が接触しないようにライナープレート内側面の管材を延長する技術的思想を開示するものではない。そのためライナープレート内側面の管材を延長すると自重によるモーメントが増大し、大きな荷重が作用する場合にも、安定状態に取り付ける手段としては、前記外側ストッパ面や内側ストッパ面では不十分な構成である。
It is already known that the above-mentioned drainage well is effective in suppressing landslides as a result of actively collecting water from the backside water existing in the surrounding backside soil.
In the case of the liner plate water well 1 constructed by assembling the liner plate 4, the back water oozes out from the back soil side through the water collecting holes 5 provided in the liner plate 4 for the purpose of collecting back water. Since the back surface water is collected in the catchment well along the inner surface of the liner plate 4, the component contained in the back surface water and the back surface water causes the inner surface of the liner plate 4 below the position of the water collection hole 5. The phenomenon that foreign matter such as iron adheres with the passage of time or the corrosion of the inner surface of the liner plate progresses is known, and has been cited as a problem solution as a problem.
That is, the back water that oozes from the natural ground side often contains acid and alkali components. Further, the back surface water that has oozed out of the water collecting holes 5 travels down the inner surface of the liner plate 4 to be in a wet state, and comes into contact with the air in the middle. As a result of repeating the phenomenon such as drying when the amount of exudation is small, the anticorrosion treatment (hot dip galvanization, etc.) applied to the inner surface of the exudation area of the back water in the liner plate 4 is eroded, and corrosion (rusting It has been pointed out that the problem is that
Conventionally, as a countermeasure, a drain pipe made of steel or the like is inserted into the water collecting hole 5, and the gap between the hole edge of the water collecting hole 5 and the drain pipe is water-stopped by caulking or welding, so that the water on the back surface becomes liner. Countermeasures that prevent dripping onto the inner surface of the plate 4 and prevent contact with the back surface water have been considered and implemented. However, the water collecting hole 5 provided in the wave portion 4a or 4b of the liner plate 4 has a complicated three-dimensional shape along the shape of the wave portion even if the shape seen from the central portion of the water collecting well 1 is circular. Therefore, in the countermeasures as described above, a large number of labor is required to apply a water stop treatment by caulking material or welding to the entire water collection well provided on the inner peripheral surface of the water collection well as described above, Even if it was an expert, there was a problem that it took a lot of work and prolonged the working time, requiring a long construction period and a large amount of construction cost.
Further, in Patent Document 3, which is a technique for attaching a drain plug to the water collecting hole 5 having a complicated shape provided in the wave portion of the liner plate 4, there is an outer stopper surface or an inner stopper surface as a function of preventing the drain plug from coming off. A configuration according to is disclosed. However, Patent Document 3 originally discloses a technique for attaching a drain plug, and does not disclose a technical idea of extending the pipe on the inner surface of the liner plate so that the back surface water does not contact the inner surface of the liner plate. Absent. Therefore, when the tube on the inner surface of the liner plate is extended, the moment due to its own weight increases, and even when a large load is applied, the outer stopper surface or the inner stopper surface is not sufficient as a means for mounting in a stable state.

本発明の目的は、集水井の中心部に向かって十分離れた位置まで背面水を導く排水構造を実現するために、ライナープレートの集水孔に背面水誘導管を挿入するに際し、波部の形状に沿って複雑な三次元形状を呈する集水孔と背面水誘導管との取付部について、確実に止水処理を行うとともに、コーキングや溶接のような手間を掛けることなく容易に止水処理を実現できるライナープレート集水井の集水孔用パッキング材を提供することである。   The object of the present invention is to realize a drainage structure that guides the backside water to a position sufficiently away from the center of the water collection well, when inserting the backside water guide pipe into the water collection hole of the liner plate, The fitting part of the water collecting hole and the back water guide pipe that has a complicated three-dimensional shape along the shape is reliably water-stopped and easily water-stopped without the hassle of caulking or welding. It is providing the packing material for the water collection hole of the liner plate water collection well which can implement | achieve.

上記背景技術の課題を解決するための手段として、請求項1に記載した発明に係るライナープレート集水井の集水孔用パッキング材は、
ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材は、その外周面部に、前記ライナープレートの集水孔の周端に沿うように形成された段部を備え、前記段部の位置から突き出る管部を備えた構成であることを特徴とする。
As means for solving the problems of the background art, the packing material for the water collecting holes of the liner plate water collecting well according to the invention described in claim 1,
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
The packing material has a configuration in which an outer peripheral surface portion includes a step portion formed along the peripheral end of the water collecting hole of the liner plate, and a pipe portion protruding from the position of the step portion. And

請求項2に記載した発明に係るライナープレート集水井の集水孔用パッキング材は、
ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材は、その外周面部に、前記ライナープレートの集水孔の周端に沿うように形成された段部を備え、前記段部の位置から突き出る管部が形成され、該管部の外周面に前記段部と相対峙して集水孔の孔縁に隣接する少なくとも1個の突起部を備えた構成であることを特徴とする。
The packing material for the water collecting holes of the liner plate water collecting well according to the invention described in claim 2 is:
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
The packing material includes a step portion formed on the outer peripheral surface portion along the peripheral end of the water collecting hole of the liner plate, and a tube portion protruding from the position of the step portion is formed. It is a structure provided with at least 1 protrusion part adjacent to the hole edge of a water collection hole facing the said step part on the surface.

請求項3に記載した発明に係るライナープレート集水井の集水孔用パッキング材は、
ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材の外周面部に、前記ライナープレートの集水孔の孔縁の周端に沿うように形成された溝部を備えた構成であることを特徴とする。
The packing material for the water collecting holes of the liner plate water collecting well according to the invention described in claim 3 is:
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
It is the structure provided with the groove part formed in the outer peripheral surface part of the said packing material so that the peripheral edge of the hole edge of the water collecting hole of the said liner plate might be followed.

本発明に係るライナープレート集水井の集水孔用パッキング材10は、背面水に含まれる酸やアルカリ成分などに強い材質のゴム或いはシリコン、合成樹脂等の弾力性(又は可撓性)を有する材料で安価に大量に生産することに適する。前記弾力性を利用してライナープレート集水井1の集水孔5へ挿し入れる操作のみにて簡単、確実にライナープレート4へ接触する部分を止水状態へ取り付けることができるから使い勝手に優れ、狭い集水井1内の窮屈な作業でも施工が容易で取り付け作業の能率が高められる。
即ち、ライナープレート4の集水孔5の周端5aに沿うように形成された段部11、又は前記段部11と相対峙するようにパッキング材10外周面の好ましくは上面側に位置させる少なくとも1個の突起14を備え、若しくは前記集水孔5の周端5aに沿う形状に形成され同集水孔5の孔内へライナープレート4と接触する部分を止水状態に嵌め込める溝部15を備えた構成であるから、ライナープレート4の集水孔5へ止水状態に取り付ける作業を格別の熟練を要することなく容易に、確実に、手早く行うことができ、排水構造を容易に実現できる。しかも、均等な品質で作業を進めることができ、施工性が良い。したがって、工期の短縮及び工費の削減効果並びに施工管理の容易性が得られる。
そして、一旦集水孔5へ前記の如くに取り付けると、前記段部11がライナープレート4へ当接する効果、そして、突起14がライナープレートへ当接する作用との組み合わせ効果、或いは溝部15の嵌め込み状態でライナープレート4の集水孔5の周端5aへ弾性的に当接する接触効果により、長期にわたり堅固で安定した取り付け状態を維持し、排水構造を長期間有効に機能させることができる。
The liner plate collecting well packing material 10 according to the present invention has elasticity (or flexibility) such as rubber, silicon, synthetic resin, or the like, which is strong against acid and alkali components contained in the back surface water. Suitable for mass production at low cost with materials. Using the elasticity, the portion that contacts the liner plate 4 can be attached in a water-stopped state simply and surely by simply inserting it into the water collecting hole 5 of the liner plate water collecting well 1. Construction is easy even in cramped work in the drainage well 1, and the efficiency of the installation work is improved.
That is, the step portion 11 formed along the peripheral end 5a of the water collecting hole 5 of the liner plate 4 or at least the outer peripheral surface of the packing material 10 is preferably positioned on the upper surface side so as to face the step portion 11 at least. A groove portion 15 provided with one protrusion 14 or formed in a shape along the peripheral end 5a of the water collecting hole 5 and into which a portion contacting the liner plate 4 is fitted in the water collecting hole 5 in a water-stopping state. Since it is the structure provided, the operation | work which attaches to the water collecting hole 5 of the liner plate 4 in a water stop state can be performed easily, reliably and quickly, without requiring special skill, and a drainage structure can be implement | achieved easily. In addition, work can be performed with uniform quality and workability is good. Therefore, the construction period can be shortened, the construction cost can be reduced, and the construction management can be easily performed.
And once it is attached to the water collecting hole 5 as described above, the combined effect of the effect that the step portion 11 abuts on the liner plate 4 and the operation that the projection 14 abuts on the liner plate, or the fitting state of the groove 15 Thus, the contact effect of elastically contacting the peripheral end 5a of the water collecting hole 5 of the liner plate 4 can maintain a firm and stable attachment state for a long period of time and allow the drainage structure to function effectively for a long period of time.

ライナープレート集水井の設置例を示した説明図である。It is explanatory drawing which showed the example of installation of the liner plate water well. ライナープレート集水井の更に具体的な設置構造を半分断面にして示した立面図である。It is the elevation which showed the more specific installation structure of the liner plate catchment well in the half section. 図2に示したライナープレート集水井の平面図である。It is a top view of the liner plate water well shown in FIG. (A)、(B)はライナープレートの集水孔の配置例を示した正面図である。(A), (B) is the front view which showed the example of arrangement | positioning of the water collecting hole of a liner plate. ライナープレートの凸波部の集水孔へパッキング材を取り付けた状態を示した要部の断面図である。It is sectional drawing of the principal part which showed the state which attached the packing material to the water collecting hole of the convex wave part of a liner plate. 集水孔の周端形状を示した斜視図である。It is the perspective view which showed the peripheral end shape of the water collection hole. (A)に指示したc円部の拡大断面図である。It is an expanded sectional view of c circle part indicated to (A). パッキング材を示した斜視図である。It is the perspective view which showed the packing material. (A)はライナープレートの凹波部の集水孔へパッキング材を取り付けた状態を示した要部の断面図、(B)は(A)に指示したb円部の拡大断面図である。(A) is sectional drawing of the principal part which showed the state which attached the packing material to the water collecting hole of the concave wave part of a liner plate, (B) is an expanded sectional view of b circle part instruct | indicated to (A). パッキング材の孔内へ背面水誘導管を嵌め込んだ状態を実施例2として示した要部の断面図である。It is sectional drawing of the principal part which showed the state which fitted the back surface water induction pipe in the hole of the packing material as Example 2. FIG. 図5Cと同じ視点で、溝部を有さず、代わりに溝部の内側壁に相当する段部のみを備えたパッキング材を一部破断して示した側面図である。5C is a side view showing a partially cut away packing material that does not have a groove and includes only a step portion corresponding to the inner wall of the groove instead from the same viewpoint as FIG. 5C. FIG. 図8に示す構成とは逆向きにパッキング材を使用して設置した構成を一部破断して示した側面図である。It is the side view which fractured | ruptured and showed the structure installed using the packing material in the reverse direction to the structure shown in FIG. 図5Cと同じ視点で、溝部を有さず、代わりに段部と突起の組み合わせで構成したパッキング材を一部破断して示した側面図である。5C is a side view showing a partially broken packing material that does not have a groove portion and is configured by a combination of a stepped portion and a protrusion instead, from the same viewpoint as FIG. 5C. FIG. 図10に示す構成とは逆向きにパッキング材を使用して設置した構成を一部破断して示した側面図である。It is the side view which fractured | ruptured and showed the structure installed using the packing material in the reverse direction to the structure shown in FIG.

本発明に係るライナープレート集水井の集水孔用パッキング材は、ライナープレート集水井1を構成するライナープレート4の波部4a、4bに、集水井1の中心から水平に見て円形となるように設けられた集水孔5の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、外周面部にライナープレート4の集水孔5の孔縁の周端に沿うように形成された溝部15を備えた構成である。   The packing material for the water collecting holes of the liner plate catchment well according to the present invention is circular when viewed horizontally from the center of the catchment well 1 on the wave portions 4a and 4b of the liner plate 4 constituting the liner plate catchment well 1. A packing material having elasticity and having a hole in the central part, which is attached in a water-stopping state in an elastically deformed and closely contacting manner with respect to the entire circumference of the water collecting hole 5 provided on the outer peripheral surface part In this configuration, the groove portion 15 is formed along the peripheral edge of the hole edge of the water collecting hole 5 of the plate 4.

次に、本発明を図5A〜Dに示した実施例1に基づいて説明する。
本実施例1に係るライナープレート集水井の集水孔用パッキング材10は、一例として図4に示したような配列で、波部4a又は4bに、集水井1の中心から水平に見て円形になるように設けられた集水孔5を有するライナープレート4を用い、例えば図1或いは図2に例示した如く筒形に組み立ててライナープレート集水井1を構築した場合に、各ライナープレート4の前記集水孔5へ、図7に示すような背面水誘導管12を挿し入れる際に、前記集水孔5と背面水誘導管12との間に止水用部材として、その要所を弾性変形させて前記集水孔5の周端5a(図5Bを参照)の全周に対し密着する態様で止水状態に取り付けて実施される。
因みに図5に示す実施例1は、ライナープレート4の波形が集水井1の内方に向かって凸の波部4aに設けられた集水孔5へ、パッキング材10をライナープレート4との接触部分が止水状態となるように取り付けた構成を示している。
なお、後述する図6(A)、(B)の対比で明らかなように、本発明の実施例は、集水井1の内方に向かって凸の波部4aへパッキング材10を取り付ける場合と、逆に集水井1の外方に向かって凸の波部4bへパッキング材10を取り付ける場合とに大別されるが、各実施例の構成に実質的な差異点はないことを予め申し添える。
また、ライナープレート4の波部4a又は4bに、集水井1の中心から水平に見て円形になるように集水孔5を設ける手段としては、既往技術として知られるプレス加工、或いはレーザー加工法やプラズマ加工法の応用により実施することが出来る。
Next, the present invention will be described based on Example 1 shown in FIGS.
The packing material 10 for the water collecting holes of the liner plate water well according to the first embodiment is circular as viewed in the horizontal direction from the center of the water collecting well 1 in the wave part 4a or 4b in the arrangement as shown in FIG. When the liner plate water well 1 is constructed by assembling the liner plate 4 having the water collecting holes 5 provided so as to be, for example, as illustrated in FIG. 1 or FIG. When inserting a rear water guide pipe 12 as shown in FIG. 7 into the water collecting hole 5, its essential point is elastic as a water stop member between the water collecting hole 5 and the rear water guide pipe 12. It is carried out by being deformed and attached in a water-stopping state in such a manner that it is in close contact with the entire circumference of the peripheral end 5a (see FIG. 5B) of the water collecting hole 5.
Incidentally, in Example 1 shown in FIG. 5, the packing material 10 is brought into contact with the liner plate 4 into the water collecting hole 5 provided in the wave portion 4 a in which the waveform of the liner plate 4 is convex toward the inside of the water collecting well 1. The structure attached so that a part may be in a water stop state is shown.
6A and 6B, which will be described later, the embodiment of the present invention is a case where the packing material 10 is attached to the wave portion 4a that protrudes inward of the water collection well 1. On the contrary, it is roughly divided into the case where the packing material 10 is attached to the wave portion 4b that protrudes outwardly from the drainage well 1, but it should be mentioned in advance that there is no substantial difference in the configuration of each embodiment. .
Further, as means for providing the water collecting holes 5 in the wave portions 4a or 4b of the liner plate 4 so as to be circular when viewed horizontally from the center of the water collecting well 1, press working or laser processing known as a conventional technique is used. Or by applying plasma processing.

上記パッキング材10は、弾力性(及び/又は可撓性)を有し、中央部には後述する背面水誘導管12を挿入する孔を有しており、背面水により腐食され難い材質、例えばゴムやシリコン、合成樹脂等々の材料を用いて成形することができる。
図5A〜Dに示した実施例1の場合、ライナープレート4は、厚さ2.7mmの鋼板に集水井1の内面から見て3山の波付け処理をして縦幅寸法を500mmに成形すると共に、その波部4a、4bに集水孔5を設けた後に、溶融亜鉛メッキなどをライナープレート4へ施している。集水孔5を集水井1の中心側から見た円形の口径が50mmである場合に、パッキング材10は、硬度が40〜70度のゴムにより、一例として外径を58mm、内径は48mm、集水孔5の周端5aと密着させる部分の外径は52mm、肉厚5mmとして成形されている。
そして、外周面部には、図5C、Dに詳示した如く、上記ライナープレート4に設けられた集水孔5の周端5a(直接的には集水孔5の内周面を指すが、孔縁の意味も含むことを申し添える。)に沿うように三次元形状(図5D参照)に形成した溝部15が、前記集水孔5の孔内へ止水状態に嵌め込めるように、次のような構成で設けられている。
即ち、溝部15の深さは、前記の寸法仕様において3mm程度とされ、溝底の厚さは2mm程度とされている。
この溝部15の開口部幅(最大溝幅)は13mmとし、集水孔5が複雑な三次元形状を呈するのに対応して、同集水孔5の全周端5aに沿ってその孔内へ止水状態に嵌め込まれる余裕が確保されている。
The packing material 10 has elasticity (and / or flexibility), and has a hole into which a back surface water guide tube 12 to be described later is inserted at the center, and is a material that is not easily corroded by back surface water, for example, It can be molded using materials such as rubber, silicon, and synthetic resin.
In the case of Example 1 shown in FIGS. 5A to 5D, the liner plate 4 is formed into a steel sheet having a thickness of 2.7 mm by corrugating the three peaks as viewed from the inner surface of the drainage well 1 to form a vertical width dimension of 500 mm. At the same time, after the water collecting holes 5 are provided in the wave portions 4a and 4b, the hot dip galvanizing or the like is applied to the liner plate 4. When the circular aperture of the water collecting hole 5 viewed from the center side of the water collecting well 1 is 50 mm, the packing material 10 is made of rubber having a hardness of 40 to 70 degrees, and the outer diameter is 58 mm and the inner diameter is 48 mm as an example. The outer diameter of the portion to be in close contact with the peripheral end 5a of the water collecting hole 5 is formed to be 52 mm and the wall thickness is 5 mm.
And in the outer peripheral surface portion, as shown in detail in FIGS. 5C and 5D, the peripheral end 5a of the water collecting hole 5 provided in the liner plate 4 (directly indicates the inner peripheral surface of the water collecting hole 5, The groove 15 formed in a three-dimensional shape (see FIG. 5D) along the meaning of the hole edge is attached to the water collecting hole 5 in a water-stopped state. It is provided with the structure as follows.
That is, the depth of the groove portion 15 is about 3 mm in the above dimensional specification, and the thickness of the groove bottom is about 2 mm.
The opening width (maximum groove width) of the groove portion 15 is 13 mm, and the water collecting hole 5 has a complicated three-dimensional shape. A margin for fitting into the water-stopping state is secured.

上記集水孔5の周端5aに沿って形成される溝部15の形状は、具体的には図5Dの場合であれば、パッキング材10の上面で背面土方向へ凸の弧状をなし、前記上面から側面へかけて緩やかに集水井1の中心方向へ凸の弧状となり、前記側面から底面へは緩やかに背面土方向へ曲がって形成され、前記底面で背面土方向へ凸の弧状となる。つまり、前記溝部15は、背面土方向へ曲がり、次には集水井1の中心方向へ曲がり、そして、再び背面土方向に曲がることを交互に繰り返す曲がり状態に形成され、パッキング材10の外周面を一周して元の位置に戻る形態を呈する。   If the shape of the groove 15 formed along the peripheral end 5a of the water collecting hole 5 is specifically the case of FIG. 5D, the top surface of the packing material 10 has an arc shape protruding toward the back soil direction, From the top surface to the side surface, the arc gradually protrudes toward the center of the drainage well 1, and from the side surface to the bottom surface, the arc gradually protrudes toward the back soil direction. That is, the groove portion 15 is formed in a bent state in which the groove portion 15 is bent in the back soil direction, then is bent in the central direction of the drainage well 1, and is then repeatedly bent in the back soil direction. It takes the form of returning to the original position after making a round.

したがって、当該パッキング材10は、その弾性を利用して必要な部分を適度に圧縮変形させつつ集水孔5の孔内へ嵌め込み、最終的に溝部15を集水孔5の全周端5aへ嵌め込むと、それだけで両者はきっちりと弾力的に密接(密着)して止水状態の取り付けを達成できて、他に何らの処置を施す必要も無いのである。この溝部15が、ライナープレート4の波部4a、4bに形成された集水孔5の周端5aに沿う特異な三次元形状であることは、およそ図5B、Dに例示した通りである。
上記した構成であるから、図5Cをはじめ図6(B)、図8〜図11に例示したところからも理解出来るように、弾力性を有するパッキング材10の要所を適度に圧縮変形させて集水孔5の中へ挿し入れると、溝部15の溝底が集水孔5の周端5aの全周にわたり弾性変形した状態で密着(接触)すると共に、前記弾性変形に基づく反力Rが集水孔5の周端5aの全周にわたり外向きに作用する態様で確実に止水状態の接触を実現するのである。
Therefore, the packing material 10 is fitted into the hole of the water collecting hole 5 while appropriately compressing and deforming a necessary portion using the elasticity, and finally the groove portion 15 is connected to the entire peripheral end 5 a of the water collecting hole 5. When fitted, they can be both elastically intimate (adherent) to achieve a water-stopping installation without any other treatment. As illustrated in FIGS. 5B and 5D, the groove 15 has a unique three-dimensional shape along the peripheral end 5 a of the water collecting hole 5 formed in the wave portions 4 a and 4 b of the liner plate 4.
Since the configuration is as described above, as can be understood from the examples illustrated in FIG. 5C, FIG. 6B, and FIGS. 8 to 11, the essential parts of the packing material 10 having elasticity are appropriately compressed and deformed. When inserted into the water collecting hole 5, the groove bottom of the groove portion 15 comes into close contact (contact) with the entire circumference of the peripheral end 5 a of the water collecting hole 5 in an elastically deformed state, and a reaction force R based on the elastic deformation is generated. The contact in the water-stopping state is reliably realized in such a manner that it acts outward over the entire circumference of the peripheral end 5 a of the water collecting hole 5.

斯くして、実施例1のライナープレート集水井の背面水の排水構造は、図5A、Cに示すように、当該パッキング材10をライナープレート集水井1の各集水孔5へ取り付けると、図7に示すように、背面水誘導管12を集水孔5へ挿し入れる際に集水孔5と背面水誘導管12との間を確実に止水することができ、背面水誘導管12を通じて背面土側で背面水を受け入れ、ライナープレート4の内面を濡らすことのないように集水井1の内方へ排出する。よって、当該集水井1は地すべり抑制工としての機能を良く発揮する上に、背面水がライナープレート4の内面を濡らす事はないので、ライナープレート4の内面へ鉄分などの異物が付着したり、腐食が発生することを防止して、長期間の耐用寿命を維持することに大きく寄与する。   Thus, as shown in FIGS. 5A and 5C, the drainage structure of the back water of the liner plate catchment well of Example 1 is shown in FIG. 5 when the packing material 10 is attached to each catchment hole 5 of the liner plate catchment well 1. 7, when the back surface water guide pipe 12 is inserted into the water collection hole 5, water can be reliably stopped between the water collection hole 5 and the back surface water guide pipe 12. Back water is received on the back soil side and discharged to the inside of the water collection well 1 so as not to wet the inner surface of the liner plate 4. Therefore, the water collection well 1 performs well as a landslide control work, and since the back water does not wet the inner surface of the liner plate 4, foreign matters such as iron adhere to the inner surface of the liner plate 4, This greatly contributes to preventing the occurrence of corrosion and maintaining a long service life.

なお、図6(A)、(B)は、構成は殆ど実施例図5A〜Dと共通するが、ただパッキング材10が、集水井1の外向きに凸の波部4b設けた集水孔5に取り付けられた構成を示している。つまり、上記図5A〜Dで示した実施例と同様に、波部が集水井1の内向きに凸か、外向きに凸かの別なく実施できる例を示したのである。   6 (A) and 6 (B), the configuration is almost the same as in FIGS. 5A to 5D. However, the water collecting hole in which the packing material 10 is provided with the wave portion 4b protruding outward from the water collecting well 1 is used. The structure attached to 5 is shown. That is, similar to the embodiment shown in FIGS. 5A to 5D, the wave portion can be implemented regardless of whether it is inwardly convex or outwardly convex in the drainage well 1.

次に、図7に示した集水孔5へパッキング材10を嵌め入れた後、同パッキング材10へ背面水誘導管12を挿し入れた状態について説明する。
このライナープレート集水井1の背面水の排水構造は、集水孔5へ取り付けたパッキング材10の孔内へ、集水井1の中心部へ向かって一定の長さを有する背面水誘導管12が貫通状態に嵌め入まれて前記パッキング材10と密着する態様で止水状態に設置されており、該背面水誘導管12で背面水を受け入れて、集水井1の内方へライナープレート4の内面を濡らすことがないように排出することを特徴とした構成である。
前記背面水誘導管12は鋼管又は樹脂管等で構成されており、溝部15の位置(実質的に集水孔5の位置)から集水井1の内部へ向かって、上記した寸法仕様において約550mm程度突き出るように嵌め込まれている。前記の長さは、排水する背面水がライナープレート4の内面を濡らす虞がないように考慮した寸法である。
一方、集水井1の背面土側においては、上記溝部15の位置から、集水井1の背面土側に向かって、約24mmの長さとなるにように嵌め込まれている。
但し、前記背面水誘導管12は、前記の寸法に限定されない。例えばライナープレート集水井1の大きさや、背面水の量に合わせて、背面水によってライナープレート4の内面を濡らすことがない長さを容易に自由に調整することができる。
Next, a state in which the packing material 10 is inserted into the water collecting hole 5 shown in FIG. 7 and then the back surface water guide pipe 12 is inserted into the packing material 10 will be described.
The drainage structure of the backside water of the liner plate collecting well 1 has a backside water guiding pipe 12 having a certain length toward the center of the collecting well 1 in the hole of the packing material 10 attached to the collecting hole 5. It is installed in a water-stopping state so as to be fitted in a penetrating state and in close contact with the packing material 10. The back surface water guide pipe 12 receives back surface water and enters the inner surface of the collecting well 1 to the inner surface of the liner plate 4. It is the structure characterized by discharging | emitting so that it may not get wet.
The back surface water guide pipe 12 is made of a steel pipe or a resin pipe, and is approximately 550 mm in the above-mentioned dimension specification from the position of the groove 15 (substantially the position of the water collecting hole 5) to the inside of the water collecting well 1. It is fitted so that it protrudes to some extent. The length described above is a dimension that takes into consideration that there is no possibility that drained back water will wet the inner surface of the liner plate 4.
On the other hand, on the back soil side of the catchment well 1, it is fitted so as to have a length of about 24 mm from the position of the groove 15 toward the back soil side of the catchment well 1.
However, the said back surface water induction pipe 12 is not limited to the said dimension. For example, the length that does not wet the inner surface of the liner plate 4 by the back water can be easily and freely adjusted according to the size of the liner plate water well 1 and the amount of the back water.

前記背面水誘導管12は、上記集水井1の集水孔5へ取り付けたパッキング材10の孔内(内径が48mm程度)へ嵌め込むことが可能で、且つパッキング材10へ密接させて止水状態を維持できる外径として例えば49mm程度で構成されている。
したがって、上記パッキング材10の孔内へ嵌め込まれた背面水誘導管12は、パッキング材10の弾力性で同パッキング材10ときっちりと弾力的に密接(密着)して止水状態の設置を達成できるので、背面水がパッキング材10と背面水誘導管12の隙間から漏れ出るという不具合は一切ないし、従来必要とされたコーキング処理が一切必要ない。
The back surface water guide pipe 12 can be fitted into the hole (inner diameter is about 48 mm) of the packing material 10 attached to the water collecting hole 5 of the water collecting well 1 and is brought into close contact with the packing material 10 to stop water. The outer diameter that can maintain the state is, for example, about 49 mm.
Therefore, the back surface water guide pipe 12 fitted in the hole of the packing material 10 is elastically closely (closely) tightly with the packing material 10 to achieve installation in a water-stop state. Therefore, there is no inconvenience that the back surface water leaks from the gap between the packing material 10 and the back surface water guiding pipe 12, and the coking process that has been conventionally required is not required at all.

上記背面水誘導管12の背面土側の端部は、本実施例の場合は管軸に対して直角な平面に形成されている。そこで背面土から滲み出る背面水の受け入れと集水機能を高める目的で、前記端部の上面部(使用態様として上面に位置させる部位)に、先端面から管軸方向に約19mmの長さに及ぶ切り欠き状スリットを形成したり、或いは同端面を管軸に対して上方側が短い受け口を有する傾斜面に形成することが好ましい(図示は省略)。
上記形状により、当該背面水誘導管12を設置した近傍の背面土から滲み出る背面水は、同背面水誘導管12の切り欠き状スリットなどを通じて受け入れ、集水井1の内部へ排出する機能を効果的に発揮する。
In the present embodiment, the back soil side end of the back water guide tube 12 is formed in a plane perpendicular to the tube axis. Therefore, for the purpose of improving the function of collecting and collecting water from the backside water that oozes out from the backside soil, the top surface of the end portion (portion located on the top surface as a mode of use) has a length of about 19 mm from the front end surface to the tube axis direction. It is preferable to form a notch-like slit that extends, or to form an inclined surface having a receiving port whose upper side is short with respect to the tube axis (not shown).
Due to the above shape, the back surface water that exudes from the back soil near the back surface water guide pipe 12 is received through the notch slits of the back water guide pipe 12 and discharged into the drainage well 1. Demonstrate.

したがって、実施例1のライナープレート集水井の集水孔用パッキング材10は、背面水誘導管12を挿し入れる際に、集水孔5と背面水誘導管12との間を確実に止水することができ、背面水がライナープレート4の内面を濡らす事はないので、ライナープレート4の内面へ鉄分などの異物が付着したり、腐食が発生することを防止して、長期間の耐用寿命を維持することに大きく寄与する。
また、背面水誘導管12の背面土側の管部が、集水井1の背面土に向かって突き当たり、背面土により固定・保持の作用を受けるので、集水井1の内部に向かって突き出す同背面水誘導管12の排水側の管部の重量、及び同管内を流れる背面水の重量に起因する下向きモーメントの作用に対して抵抗する働きがあり、同背面水誘導管12の上記取り付け状態の長期安定化が得られる。
Therefore, the packing material 10 for the water collecting hole of the liner plate water well of the first embodiment reliably stops water between the water collecting hole 5 and the back water guiding pipe 12 when the back water guiding pipe 12 is inserted. Since the back water does not wet the inner surface of the liner plate 4, it prevents foreign matters such as iron from adhering to the inner surface of the liner plate 4 and prevents corrosion, thereby providing a long service life. It greatly contributes to maintenance.
Moreover, since the pipe part by the side of the back surface of the back surface water guide pipe 12 strikes the back surface soil of the water collection well 1 and receives the action of fixing and holding by the back surface soil, the same back surface protruding toward the inside of the water collection well 1 There is a function to resist the action of the downward moment caused by the weight of the drainage side pipe portion of the water guide pipe 12 and the weight of the back water flowing in the pipe, and the above-mentioned long-term mounting state of the back water guide pipe 12 is long. Stabilization is obtained.

次に、図8及び図9に示した実施例2を説明する。図8に示した実施例2に係るパッキング材10の構成は、上記図5Cの実施例1と基本的に変わるところはない。
ただし、本実施例2に係るパッキング材10は、上記実施例1の如く完全な溝部15の構成は有さず、同溝部15の一方(右側)の側壁と同様の構成で、前記ライナープレート4に設けた集水孔5の周端5aに沿うように形成された段部11を、ライナープレート4の内面側であってパッキング材10の外周面部に備えている構成が特徴である。そして、前記段部11の位置から、集水井1の背面土側に向かって突き出る、段部11の外径よりも小さい外径の管部13が、前記溝部15の溝底に相当する薄肉厚で形成されている。
図8に示す実施例2のパッキング材10は、背面土側に向かって上記した如く段部11の外径よりも小さい外径の管部13が形成されているので、これを集水井1の集水孔5へ挿し入れて取り付ける作業が比較的に容易である。もっともこの管部13を集水孔5へ挿し入れる際にも、その材質特有の弾力性を利用して適所を部分的に圧縮しつつ集水孔5へ挿し入れることは変わりない。
斯くして、集水孔5へ挿し入れた管部13は、集水孔5の周端5aの全周に対して、前記圧縮の反力Rにより薄肉厚の管部13の外径が密着(圧着)する態様で止水状態に取り付けられる。
Next, the second embodiment shown in FIGS. 8 and 9 will be described. The configuration of the packing material 10 according to the second embodiment shown in FIG. 8 is basically the same as that of the first embodiment shown in FIG. 5C.
However, the packing material 10 according to the second embodiment does not have a complete groove portion 15 as in the first embodiment, and has the same configuration as that of one side wall (right side) of the groove portion 15. A feature is that the step portion 11 formed along the peripheral end 5 a of the water collecting hole 5 provided in is provided on the inner surface side of the liner plate 4 on the outer peripheral surface portion of the packing material 10. And the pipe part 13 of the outer diameter smaller than the outer diameter of the step part 11 which protrudes from the position of the said step part 11 toward the back soil side of the catchment well 1 corresponds to the groove bottom of the said groove part 15. It is formed with.
The packing material 10 of Example 2 shown in FIG. 8 is formed with the pipe portion 13 having an outer diameter smaller than the outer diameter of the stepped portion 11 as described above toward the back soil side. The operation of inserting and attaching to the water collecting hole 5 is relatively easy. However, even when the pipe portion 13 is inserted into the water collection hole 5, it is still the same that the pipe portion 13 is inserted into the water collection hole 5 while partially compressing an appropriate place using the elasticity unique to the material.
Thus, the pipe portion 13 inserted into the water collecting hole 5 has the outer diameter of the thin tube portion 13 in close contact with the entire circumference of the peripheral end 5a of the water collecting hole 5 due to the reaction force R of the compression. It is attached to a water-stopping state in a manner of (crimping).

なお、図8において二点鎖線で記したように、実施例1で説明した構成の如く、実施例2に係るパッキング材10の孔内へ、集水井1の中心部へ向かって一定の長さを有する背面水誘導管12を貫通状態に嵌め込み、背面土から滲み出る背面水を集水井の内方へ導いて排出する構成で実施される。前記背面水誘導管12は、集水井1の背面土へ当たって止められるほか、パッキング材10の段部11がライナープレート4の内面に突き当たって、背面水誘導管12がその重量作用などで垂れ下がろうとする力に抵抗するので、安定した取り付け状態を実現できる。   In addition, as indicated by the two-dot chain line in FIG. 8, as in the configuration described in the first embodiment, a certain length is entered into the hole of the packing material 10 according to the second embodiment toward the central portion of the drainage well 1. The back surface water guide pipe 12 having the above is fitted in a penetrating state, and the back surface water that exudes from the back surface soil is guided to the inside of the water collection well and discharged. The back water guide pipe 12 is stopped by hitting the back soil of the drainage well 1, and the stepped portion 11 of the packing material 10 hits the inner surface of the liner plate 4, so that the back water guide pipe 12 hangs due to its weight action or the like Since it resists the force of lowering, a stable mounting state can be realized.

図9に示した実施例は、パッキング材10を図8に示した構成とは逆向きに使用して設置した構成を示している。即ち、このパッキング材10は、ライナープレート4に設けた集水孔5の周端5aに沿うように形成された段部11を、ライナープレート4の外面側(背面土側)であってパッキング材10の外周面部に備え、同段部11の内径面を含む薄肉厚の管部13が、前記段部11から集水井1の内部へ向かって突き出すように形成された構成で実施される。   The embodiment shown in FIG. 9 shows a configuration in which the packing material 10 is installed in the direction opposite to the configuration shown in FIG. That is, the packing material 10 includes a step portion 11 formed along the peripheral end 5a of the water collecting hole 5 provided in the liner plate 4 on the outer surface side (back soil side) of the liner plate 4 and the packing material 10. The thin tube portion 13 including the inner surface of the stepped portion 11 is provided in the outer peripheral surface portion of the stepped portion 11 so as to protrude from the stepped portion 11 toward the inside of the drainage well 1.

次に、図10及び図11に示した実施例3を説明する。図10に示した実施例3に係るパッキング材10は、上記実施例2の図8に示した構成を基本として、更に工夫した構成である。
即ち、図10に示した実施例3に係るパッキング材10も、上記実施例1の如き溝部15の構成は有さず、同溝部15の一方(右側)の側壁と同じく前記ライナープレート4に設けた集水孔5の周端5aに沿うように形成された段部11を、ライナープレート4の内面側であってパッキング材10の外周面部に備えた構成、及び前記溝部15の溝底に相当する薄肉厚による管部13が、前記段部11の位置から集水井1の背面土側に向かって突き出すように形成された構成が、上記実施例2の図8に示した構成と共通する。
そして、本実施例3のパッキング材10の場合は、前記段部11の位置から、集水井1の背面土側に向かって突き出る管部13の外周面の上面部位に、前記した段部11と相対峙して集水孔5の孔縁に隣接しライナープレート4へ当たる少なくとも1個の突起部14を備えている構成を特徴とする。
Next, the third embodiment shown in FIGS. 10 and 11 will be described. The packing material 10 according to the third embodiment shown in FIG. 10 has a further devised configuration based on the configuration shown in FIG. 8 of the second embodiment.
That is, the packing material 10 according to the third embodiment shown in FIG. 10 does not have the configuration of the groove portion 15 as in the first embodiment, and is provided on the liner plate 4 in the same manner as one side wall (right side) of the groove portion 15. The step portion 11 formed along the peripheral end 5a of the water collecting hole 5 is provided on the inner surface side of the liner plate 4 on the outer peripheral surface portion of the packing material 10, and corresponds to the groove bottom of the groove portion 15. The configuration in which the thin tube portion 13 is formed so as to protrude from the position of the step portion 11 toward the back soil side of the drainage well 1 is the same as the configuration shown in FIG.
And in the case of the packing material 10 of this Example 3, the above-mentioned step part 11 and the above-mentioned step part 11 are arranged on the upper surface part of the outer peripheral surface of the pipe part 13 projecting from the position of the step part 11 toward the back soil side of the catchment well 1. It is characterized in that it has at least one protrusion 14 that faces the liner plate 4 adjacent to the hole edge of the water collecting hole 5 in a relative manner.

上記の通り、図10に示した実施例3のパッキング材10も管部13を備えているので、集水井1を構成するライナープレート4の集水孔5に対しては、要所に圧縮変形を加えつつ挿し入れて取り付ける作業が容易である。しかもその取り付け状態は、集水孔5の周端5aの全周に対して、前記圧縮の反力Rにより薄肉厚の管部13の外径が密着(圧着)する態様で止水状態に取り付けられることは、上記実施例1及び2と共通する。   As described above, since the packing material 10 of the third embodiment shown in FIG. 10 also includes the pipe portion 13, the water collecting holes 5 of the liner plate 4 constituting the water collecting well 1 are compressed and deformed at the main points. It is easy to insert and attach while adding. And the attachment state is attached to a water stop state in such a manner that the outer diameter of the thin-walled tube portion 13 is in close contact (crimping) with the reaction force R of the compression with respect to the entire circumference of the peripheral end 5a of the water collecting hole 5. This is common to the first and second embodiments.

なお、図10において二点鎖線で記したように、実施例1で説明した構成の如く、実施例3に係るパッキング材10の孔内へ、集水井1の中心へ向かって一定の長さを有する背面水誘導管12を貫通状態に嵌め込み、背面土から滲み出る背面水を集水井の内方へ導いて排出する構成で実施される。
この場合には、集水孔5へ挿し入れた管部13は、前記段部11と相対峙する配置の突起部14が段部11との間に集水孔5の孔縁に当接してライナープレート4へ突き当たる作用を奏するので、背面水誘導管12がその重量作用などで垂れ下がろうとする力に抵抗して、実施例2よりも一層安定した取り付け状態を実現できる。
したがって、前記突起部14は、少なくとも1個設ければ、前記の目的を達成できる。より好ましい実施態様として、突起部14は、当該パッキング材10の取り付け姿勢において、図10のように上面部位に設けるのが有効的である。そして、管部13の外周面に突起部14を複数個設けて、前記取り付け状態の一層の安定を図る構成で実施することも好ましい。突起部14は、弾力性を有する材質のパッキング材10の管部13へ一体的に設けるので、集水孔5の孔縁を潜らせて取り付ける作業にはさして困難性をもたらさない。
In addition, as indicated by a two-dot chain line in FIG. 10, as in the configuration described in the first embodiment, a certain length toward the center of the drainage well 1 into the hole of the packing material 10 according to the third embodiment. The back surface water guide pipe 12 having the penetrating state is fitted in the penetrating state, and the back surface water that exudes from the back surface soil is guided to the inside of the water collection well and discharged.
In this case, the pipe portion 13 inserted into the water collecting hole 5 is in contact with the edge of the water collecting hole 5 between the protruding portion 14 arranged so as to face the stepped portion 11 and the stepped portion 11. Since the operation of abutting against the liner plate 4 is exerted, it is possible to realize a more stable attachment state than that of the second embodiment by resisting the force that the rear water guide tube 12 is about to hang down due to its weight effect or the like.
Therefore, if at least one protrusion 14 is provided, the above object can be achieved. As a more preferred embodiment, it is effective to provide the protrusion 14 on the upper surface portion as shown in FIG. 10 in the mounting posture of the packing material 10. And it is also preferable to implement by the structure which provides the projection part 14 in multiple numbers on the outer peripheral surface of the pipe part 13, and aims at the further stability of the said attachment state. Since the protrusion 14 is integrally provided on the tube portion 13 of the packing material 10 having elasticity, the protrusion 14 does not cause any difficulty in the operation of attaching the hole of the water collecting hole 5 while being hidden.

図11に示した実施例は、パッキング材10を図10に示した構成とは逆向きに使用して設置した構成を示している。即ち、このパッキング材10は、ライナープレート4に設けた集水孔5の周端5aに沿うように形成された段部11を、ライナープレート4の外面側(背面土側)であってパッキング材10の外周面部に備え、同段部11の内径面を含む薄肉厚の管部13が、前記段部11から集水井1の内部へ向かって長く突き出すように形成され、前記管部13の外周面の上面部位に、前記した段部11と相対峙して集水孔5の孔縁に隣接しライナープレート4へ当たる、少なくとも1個の突起部14を備えた構成で実施される。   The embodiment shown in FIG. 11 shows a configuration in which the packing material 10 is installed in the direction opposite to the configuration shown in FIG. That is, the packing material 10 includes a step portion 11 formed along the peripheral end 5a of the water collecting hole 5 provided in the liner plate 4 on the outer surface side (back soil side) of the liner plate 4 and the packing material 10. A thin-walled pipe portion 13 including the inner diameter surface of the stepped portion 11 is formed so as to protrude long from the stepped portion 11 toward the inside of the drainage well 1. The structure is provided with at least one projecting portion 14 that is adjacent to the edge of the water collecting hole 5 and abuts against the liner plate 4 on the upper surface portion of the surface so as to face the stepped portion 11.

以上に本発明を図示した実施例に基づいて説明したが、もとより本発明は各実施例の構成、作用に限定されるものではない。いわゆる当業者が必要に応じて行う設計変更に類する変更、応用の範囲まで含む技術的思想であることを念のため申し添える。   Although the present invention has been described based on the illustrated embodiments, the present invention is not limited to the configurations and functions of the embodiments. I would like to remind you that this is a technical idea that includes the scope of application and changes similar to design changes made by those skilled in the art as necessary.

1 ライナープレート集水井
4 ライナープレート
4a、4b ライナープレートの波部
5 集水孔
5a 集水孔の周端
10 パッキング材
11 段部
12 背面水誘導管
13 管部
14 突起部
15 溝部
DESCRIPTION OF SYMBOLS 1 Liner plate water well 4 Liner plate 4a, 4b Wave part 5 of a liner plate Water collecting hole 5a Circumference edge 10 of a water collecting hole Packing material 11 Step part 12 Back surface water guide pipe 13 Pipe part 14 Projection part 15 Groove part

Claims (3)

ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材は、その外周面部に、前記ライナープレートの集水孔の周端に沿うように形成された段部を備え、前記段部の位置から突き出る管部を備えた構成であることを特徴とする、ライナープレート集水井の集水孔用パッキング材。
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
The packing material has a configuration in which an outer peripheral surface portion includes a step portion formed along the peripheral end of the water collecting hole of the liner plate, and a pipe portion protruding from the position of the step portion. And packing material for water collecting holes of liner plate water collecting wells.
ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材は、その外周面部に、前記ライナープレートの集水孔の周端に沿うように形成された段部を備え、前記段部の位置から突き出る管部が形成され、該管部の外周面に前記段部と相対峙して集水孔の孔縁に隣接する少なくとも1個の突起部を備えた構成であることを特徴とする、ライナープレート集水井の集水孔用パッキング材。
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
The packing material includes a step portion formed on the outer peripheral surface portion along the peripheral end of the water collecting hole of the liner plate, and a tube portion protruding from the position of the step portion is formed. A packing material for a water collecting hole of a liner plate water collecting well, characterized in that the surface is provided with at least one protrusion adjacent to the edge of the water collecting hole so as to face the stepped part.
ライナープレートを筒形に組み立てて構築されたライナープレート集水井の前記ライナープレートの波部に、同集水井の中心から水平に見て円形となるように設けられた集水孔の周端全周に対し弾性変形して密着する態様で止水状態に取り付けられる、弾力性を有し、中央部に孔を有するパッキング材であって、
前記パッキング材の外周面部に、前記ライナープレートの集水孔の孔縁の周端に沿うように形成された溝部を備えた構成であることを特徴とする、ライナープレート集水井の集水孔用パッキング材。
The liner plate is constructed by assembling the liner plate into the cylindrical shape of the well of the liner plate, and the entire circumference of the water collecting hole provided so as to be circular when viewed from the center of the well. A packing material that is elastically deformed and attached in a water-stopping manner, has elasticity, and has a hole in the center,
For the water collecting hole of the liner plate water well, characterized in that the outer peripheral surface portion of the packing material is provided with a groove formed along the peripheral edge of the hole edge of the water collecting hole of the liner plate. Packing material.
JP2011192286A 2011-09-05 2011-09-05 Packing material for catchment hole of liner plate catchment well Pending JP2013053454A (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01303396A (en) * 1988-06-01 1989-12-07 Sekisui Chem Co Ltd Connection of branch connection pipe coupling
JP2002004295A (en) * 2000-06-18 2002-01-09 Tonichi Kogyo Kk Increasing method of drainage volume of existing drainage boring
JP2005083414A (en) * 2003-09-05 2005-03-31 Yamamoto Suiatsu Kogyosho:Kk Seal ring
JP2009203777A (en) * 2008-02-29 2009-09-10 Okasan Livic Co Ltd Drain plug for water collecting well

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01303396A (en) * 1988-06-01 1989-12-07 Sekisui Chem Co Ltd Connection of branch connection pipe coupling
JP2002004295A (en) * 2000-06-18 2002-01-09 Tonichi Kogyo Kk Increasing method of drainage volume of existing drainage boring
JP2005083414A (en) * 2003-09-05 2005-03-31 Yamamoto Suiatsu Kogyosho:Kk Seal ring
JP2009203777A (en) * 2008-02-29 2009-09-10 Okasan Livic Co Ltd Drain plug for water collecting well

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