JP3433893B2 - Mouth stop device for small diameter propulsion - Google Patents

Mouth stop device for small diameter propulsion

Info

Publication number
JP3433893B2
JP3433893B2 JP27848097A JP27848097A JP3433893B2 JP 3433893 B2 JP3433893 B2 JP 3433893B2 JP 27848097 A JP27848097 A JP 27848097A JP 27848097 A JP27848097 A JP 27848097A JP 3433893 B2 JP3433893 B2 JP 3433893B2
Authority
JP
Japan
Prior art keywords
propulsion
diameter
packing
small
stop device
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
JP27848097A
Other languages
Japanese (ja)
Other versions
JPH11117663A (en
Inventor
和彦 後藤
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.)
Nippon Telegraph and Telephone Corp
Original Assignee
Nippon Telegraph and Telephone 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 Nippon Telegraph and Telephone Corp filed Critical Nippon Telegraph and Telephone Corp
Priority to JP27848097A priority Critical patent/JP3433893B2/en
Publication of JPH11117663A publication Critical patent/JPH11117663A/en
Application granted granted Critical
Publication of JP3433893B2 publication Critical patent/JP3433893B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、通信用管路、下水
道、ガス管等の地中への埋設を行うためのトンネルを、
地面を開削しない非開削工法によって推進する際に使用
される小口径推進用坑口止水装置に関する。 【0002】 【従来の技術】一般に、この種の立の築造に当たって
は、立坑の外形を囲むようにしてシートパイルを埋め込
み、あらかじめ薬品注入工法によって地盤改良を行い、
地盤の安定を高めた上で一度試穴を開ける。そして、地
盤改良状況を確認した後、ガス溶断作業によりシートパ
イルに小口径推進用坑口を推進するための挿入孔を穿設
し、この挿入孔を囲むようにして小口径推進用坑口止水
装置が取り付けられる。図3は従来の小口径推進用坑口
止水装置を分解して示す斜視図であって、同図に基づい
てこれを説明する。 【0003】同図において、符号20で示すものはシー
トパイルであって、このシートパイル20の内側には立
坑3が築造され、外側は地中2に囲まれており、立坑3
が築造された後に、ガス溶接作業によって小口径推進用
坑口を推進するための推進孔(図示せず)が穿設され
る。21は鋼鉄製のボックスであって、一方の側面が開
口し、この開口側で上述したシートパイル20の推進孔
を覆い、溶接作業によってシートパイル20に密着する
ように固定されている。このボックス21の他方の側面
の中央には大径の挿入孔22が穿設され、この挿入孔2
2の周縁部には多数のボルト23が植設されている。 【0004】25は止水パッキングであって、中央に上
述したボックス21の挿入孔22と同径の挿入孔26が
穿設され、この挿入孔26の周縁部には多数の小径の通
し孔27が穿設されている。29は鋼鉄製の押え板であ
って、中央にボックス21の挿入孔22と同径の挿入孔
30が穿設され、この挿入孔30の周縁部には多数の小
径の通し孔31が穿設されている。このような構成にお
いて、止水パッキン25の通し孔27をボックス21の
ボルト23に係入させ、押え板29の通し孔31をボル
ト23に係入させ、ナット32をボルト23に螺合させ
ることにより、止水パッキン25をボックス21と押え
板29との間に介装する。このように組み付けられたボ
ックス21、止水パッキン25および押え板29は、坑
口設備として機能するものであって、挿入孔30から図
示を省略した推進機を挿入し、地中3にトンネル、すな
わち小口径推進用坑口を形成する際に、土砂および地下
水の流入を防止するものである。 【0005】 【発明が解決しようとする課題】上述した従来の小口径
推進用坑口止水装置においては、立坑3の壁に坑口設備
を取り付ける作業、すなわち、シートパイル20にボッ
クス21を密着させて取り付ける作業に、火気による溶
接を用いているため、作業に多くの時間を要するだけで
はなく、火災を発生させるおそれもあった。また、地中
2の推進機が通過した部分から土砂や地下水が流出し、
これがボックス21の挿入孔22を通り、立坑3内に流
入するおそれがあるため、薬品の注入も併せて行う必要
があった。したがって、薬品の注入開始から地盤の安定
までの期間においては、小口径推進作業を中断しなけれ
ばならなくなり、このため工期が延長するとともに、薬
品を使用するためにコストが増加するといった問題もあ
った。 【0006】本発明は上記した従来の問題に鑑みなされ
たものであり、その目的とするところは、工期の短縮と
コストの削減を図った小口径推進用坑口止水装置を提供
することにある。 【0007】 【課題を解決するための手段】この目的を達成するため
に、本発明に係る小口径推進用坑口止水装置は、立
側壁に対接する部材に孔を穿設し、この孔を一対の遮蔽
部材とこれら遮蔽部材の間に設けたパッキンとで覆い、
前記遮蔽部材を推進機の押圧によって破壊可能な材料で
形成し、前記パッキンを可撓性を有する材料によって形
成するとともに、このパッキンに推進機の外径よりも小
さい外径の係入孔を形成したものである。したがって、
推進機で推進作業を行う前は、遮蔽部材で土砂や地下水
の流入が防止され、推進機で推進作業を行うために遮蔽
部材を破壊した後は、パッキンにより土砂や地下水の流
入が防止される。 【0008】 【発明の実施の形態】以下、本発明の実施の形態を図に
基づいて説明する。図1は本発明に係る小口径推進用坑
口止水装置の要部を拡大して示す断面図、図2は同じく
小口径推進用坑口を形成する動作を説明する図である。
これらの図において、4はマンホールを形成するための
囲い部材であって、コンクリートによって有底角筒状に
形成され、側部に推進機を挿入するための円形の挿入孔
5が穿設されている。この挿入孔5の周面には、薄鋼板
によって側面視においてリング状に形成された取付プレ
ート6が接着剤によって固着されている。この取付プレ
ート6の内周面には、4個の突片7,8,8,7が取付
プレート6の幅方向に櫛歯状に立設され、これら4個の
突片7,8,8,7は、円周方向において等回動角度毎
に複数組設けられ、これら突片7,8,8,7には、ボ
ルト挿通用の通し孔(図示せず)が穿設されている。 【0009】10はパッキンであって、可撓性を有する
材料、本実施例では硬質のゴムによって外径が取付プレ
ート6の内径よりも僅かに大きい円形に形成され、中央
部に後述する推進機15の外径L2よりも小さな外径L
1によって形成された係入孔10aが穿設されている。
このパッキン10の外周部には、上述した突片8に対応
してボルト挿通用の通し孔(図示せず)が穿設され、突
片8の通し孔とこのパッキン10の通し孔にボルト11
を挿通させ、ナット12を螺合させることにより、パッ
キン10は取付プレート6の幅方向の中央に位置付けら
れて取り付けられる。 【0010】13,14は遮蔽部材であって、外径が取
付プレート6の内径よりも僅かに大きい円形に形成さ
れ、外周部には上述した突片7に対応してボルト挿通用
の通し孔(図示せず)が穿設されている。これら遮蔽部
材13,14は、突片7の通し孔とこの遮蔽部材13,
14の通し孔にボルト11を挿通させ、ナット12を螺
合させることにより、上述したパッキン10を間に挟む
ようにして取付プレート6の幅方向の両端部に、挿入孔
5を閉塞するようにして取り付けられる。これら遮蔽部
材13,14は、後述するように囲い部材4を立3に
埋設した際、地中2の土砂の圧力および地下水の圧力に
より破壊されず、かつ推進機15の押圧力によって破壊
可能な強度を有する材料、本実施例ではウレタンによっ
て形成されている。 【0011】次に、このような構成の小口径推進用坑口
止水装置における小口径推進用坑口の形成作業について
説明する。先ず、地中2に囲い部材4の外形よりやや大
きい内形の立3を掘削し、この立3内に囲い部材4
を埋設する。このとき、囲い部材4の外壁は立3の内
壁に対接し、遮蔽部材14には地中2の土砂の圧力およ
び地下水の圧力が加わるが、これに耐え得るだけの強度
を有しているので、破壊されることがなく、土砂および
地下水の囲い部材4内への流入が阻止される。 【0012】この状態において、図2(a)に示すよう
に、囲い部材3の内側から、推進機15のスクリュー収
容部16を囲い部材3の挿入孔5の中央部、すなわち、
パッキン10の係入孔10aに対応させるようにして位
置付け、図中矢印A方向に移動させるようにして作動さ
せる。同図(b)に示すように、先ず、推進機15のス
クリュー収容部16が内側の遮蔽部材13に当接する。
遮蔽部材13は推進機15の押圧によって破壊可能な材
料によって形成されているので、図中破線で示すように
破壊される。 【0013】次に、同図(c)に示すように、推進機1
5のスクリュー収容部16がパッキン10に当接する。
パッキン10は可撓性を有する材料によって形成されて
いるので、スクリュー収容部16はパッキン10を弾性
変形させながら係入孔10a内を通過し、外側の遮蔽部
材14に当接する。さらに、推進機15を矢印A方向に
移動させると、同図(d)に示すように、遮蔽部材14
を図中破線で示すように破壊されるので、この後、推進
機15が矢印A方向に移動することによって地中2内に
小口径推進用坑口が形成される。この遮蔽部材14が破
壊される前に、パッキン10の係入孔10aの内径L1
が推進機15の外径L2より小さく形成されているの
で、係入孔10aの周縁部は、弾性変形しながら推進機
15の外周部に密着し、このため地中2の土砂および地
下水が囲い部材4内へ流入するのが阻止される。したが
って、従来地盤安定のために使用していた薬品が不要に
なるため、コストが削減されるとともに、薬品の注入開
始から地盤の安定までの小口径推進作業の中断がなくな
るので、工期が短縮される。 【0014】ここで、推進機によって小口径推進用坑口
を形成する必要がない場合にも、ナット12を弛めるこ
とにより、パッキン10あるいは遮蔽部材13,14の
いずれかを挿入孔5から着脱自在とすることができる。
したがって、囲い部材4を、推進機によって小口径推進
用坑口を形成する必要が有る場合と無い場合との両用に
兼用することが可能になり、このため在庫管理の業務が
軽減されるとともに、量産効果によるコストの削減も図
ることができる。 【0015】なお、上述した実施の形態では、囲い部材
3の内側から地中2に向って推進機を移動させる場合、
すなわち、土砂の内側から土砂の有る側に向って推進機
を移動させる場合を示したが、土砂の有る側から土砂の
無い内側に向って推進機を移動させる場合にも止水効果
があるのは勿論である。例えば、地中を移動してきた推
進機によって隣接した囲い部材4まで小口径推進用坑口
を形成する場合には、推進機15によって先ず地中2に
対接した外側の遮蔽部材14が破壊される。このとき、
内側の遮蔽部材13によって地中2の土砂および地下水
の囲い部材4内への流入が阻止され、次に、内側の遮蔽
部材13が推進機15によって破壊された後は、上述し
た実施の形態と同様にパッキン10によって地中2の土
砂および地下水の囲い部材4内への流入が阻止される。
このように、内側と外側の一対のパッキン13,14を
設けたことにより、立3に対する推進機の移動方向の
如何にかかわらず止水効果が得られる。 【0016】また、本実施の形態では、立3を掘削し
た後に囲い部材4を埋設したが、囲い部材4の替わり
に、パッキン10と遮蔽部材13,14を備えたシート
パイルを先ず地中2に埋設し、この後に立3を堀削す
るようにしてもよい。この場合にも、立3を掘削する
までの間、内側の遮蔽部材13が地中の土砂の圧力によ
って破壊されることがない。また、囲い部材4に形成し
た挿入孔5を円形としたが、これに限定されず、矩形状
としてもよく、種々の設計変更が可能である。さらに、
囲い部材4をコンクリートによって形成したものを使用
したが、金属によって形成したものを使用してもよい。 【0017】 【発明の効果】以上説明したように本発明によれば、コ
ストが削減されるとともに、工期が短縮される。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel for burying communication pipes, sewers, gas pipes and the like underground.
The present invention relates to a small-diameter propulsion well stop device used for propulsion by a non-cutting method that does not cut the ground. [0002] In general, when this kind of standing pit construction, embed the sheet pile so as to surround the outer shape of the vertical shaft, subjected to ground improvement advance by chemical injection method,
Drill holes once after increasing the stability of the ground. Then, after confirming the condition of the ground improvement, an insertion hole for propelling the small-diameter propulsion wellhead was drilled in the sheet pile by gas fusing work, and the small-diameter propulsion wellhead water stop device was attached so as to surround this insertion hole. Can be FIG. 3 is an exploded perspective view showing a conventional small-diameter propulsion well stop device, which will be described with reference to FIG. In FIG. 1, reference numeral 20 denotes a sheet pile, in which a shaft 3 is built inside the sheet pile 20, and the outside is surrounded by an underground 2;
After the is constructed, a propulsion hole (not shown) for propelling the small-diameter propulsion wellhead is formed by gas welding. Reference numeral 21 denotes a steel box, one side of which is open, covers the above-described propulsion hole of the sheet pile 20 on the opening side, and is fixed so as to be in close contact with the sheet pile 20 by welding. A large-diameter insertion hole 22 is formed in the center of the other side surface of the box 21.
A large number of bolts 23 are implanted in the peripheral edge of the bolt 2. Reference numeral 25 denotes a water-stop packing, in which an insertion hole 26 having the same diameter as the insertion hole 22 of the above-mentioned box 21 is formed in the center, and a large number of small-diameter through holes 27 are formed in the periphery of the insertion hole 26. Are drilled. Reference numeral 29 denotes a steel holding plate, in which an insertion hole 30 having the same diameter as the insertion hole 22 of the box 21 is formed in the center, and a large number of small-diameter through holes 31 are formed in the periphery of the insertion hole 30. Have been. In such a configuration, the through hole 27 of the waterproof packing 25 is engaged with the bolt 23 of the box 21, the through hole 31 of the holding plate 29 is engaged with the bolt 23, and the nut 32 is screwed into the bolt 23. Thereby, the waterproof packing 25 is interposed between the box 21 and the holding plate 29. The box 21, the watertight packing 25, and the holding plate 29 thus assembled function as wellhead equipment, and a propulsion device (not shown) is inserted through the insertion hole 30 to tunnel into the underground 3, that is, a tunnel. This is to prevent inflow of sediment and groundwater when forming a small-diameter wellhead. [0005] In the above-described conventional water stop device for small-diameter propulsion, the wellhead device is attached to the wall of the shaft 3, that is, the box 21 is brought into close contact with the sheet pile 20. Since welding using fire is used for the mounting work, not only a long time is required for the work, but also a fire may occur. In addition, earth and sand and groundwater flowed out from the part where the underground 2 propulsion machine passed,
Since this may pass through the insertion hole 22 of the box 21 and flow into the shaft 3, it is necessary to inject the chemical at the same time. Therefore, during the period from the start of the injection of chemicals to the stabilization of the ground, the small-diameter propulsion work must be interrupted, which lengthens the construction period and increases costs due to the use of chemicals. Was. SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to provide a small-diameter propulsion well stop device which shortens the construction period and reduces costs. . [0007] [Means for Solving the Problems] To achieve this object, the wellhead water stop device for small-diameter propulsion according to the present invention, holes are drilled into the member in contact against the side wall of the standing pit, this Cover the hole with a pair of shielding members and packing provided between these shielding members,
The shielding member is formed of a material that can be broken by pressing of a propulsion device, and the packing is formed of a material having flexibility, and an engagement hole having an outer diameter smaller than the outer diameter of the propulsion device is formed in the packing. It was done. Therefore,
Before the propulsion operation is performed by the propulsion unit, the shielding member prevents the inflow of sediment and groundwater. After the shielding member is destroyed for the propulsion operation by the propulsion unit, the packing prevents the inflow of sediment and groundwater. . An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is an enlarged sectional view showing a main part of a small-diameter propulsion well stop device according to the present invention, and FIG. 2 is a view for explaining an operation of forming a small-diameter propulsion well mouth.
In these figures, reference numeral 4 denotes an enclosing member for forming a manhole, which is formed in a rectangular shape with a bottom and made of concrete, and has a circular insertion hole 5 for inserting a propulsion device at a side portion. I have. A mounting plate 6 formed of a thin steel plate in a ring shape in a side view is fixed to a peripheral surface of the insertion hole 5 with an adhesive. On the inner peripheral surface of the mounting plate 6, four protruding pieces 7, 8, 8, 7 are erected in the width direction of the mounting plate 6 in a comb shape, and these four protruding pieces 7, 8, 8 are formed. , 7 are provided in plural sets at equal rotation angles in the circumferential direction, and through holes (not shown) for inserting bolts are formed in these protruding pieces 7, 8, 8, 7. Reference numeral 10 denotes a packing, which is formed of a flexible material, in this embodiment, a hard rubber, in a circular shape having an outer diameter slightly larger than the inner diameter of the mounting plate 6, and a propulsion device described later in the center. Outer diameter L smaller than 15 outer diameter L2
1 is formed.
A through hole (not shown) for inserting a bolt is formed in an outer peripheral portion of the packing 10 in correspondence with the above-mentioned protruding piece 8, and a bolt 11 is inserted into the through hole of the protruding piece 8 and the through hole of the packing 10.
The packing 10 is positioned at the center in the width direction of the mounting plate 6 and mounted. Reference numerals 13 and 14 denote shielding members which are formed in a circular shape whose outer diameter is slightly larger than the inner diameter of the mounting plate 6, and which have through holes for bolt insertion corresponding to the projecting pieces 7 on the outer peripheral portion. (Not shown) are drilled. These shielding members 13 and 14 are provided with through holes of the projecting piece 7 and the shielding members 13 and 14.
The bolts 11 are inserted through the through holes 14 and the nuts 12 are screwed together, so that the packing 10 is interposed therebetween so that the insertion holes 5 are closed at both ends in the width direction of the mounting plate 6. Can be These shielding members 13 and 14, when the embedded shroud 4 as described later on standing pit 3 is not destroyed by the pressure of the pressure and groundwater of sediment in the ground 2, and breakable by the pressing force of the propulsion unit 15 It is formed of a material having high strength, in this embodiment, urethane. Next, the operation of forming the small-diameter propulsion wellhead in the small-diameter propulsion wellhead water stop device having such a configuration will be described. First, we drilled standing anti 3 inner shape of slightly larger than the outer shape of the shroud 4 in the ground 2, the surrounding member 4 to the stand anti 3
Buried. At this time, the outer wall of the shroud 4 is in contact against the inner wall of the standing pit 3, the shielding member 14 is applied the pressure in the pressure and groundwater sediment ground 2, and has a strength to withstand this Therefore, the inflow of the earth and sand and the groundwater into the surrounding member 4 is prevented without being destroyed. In this state, as shown in FIG. 2 (a), the screw housing 16 of the propulsion unit 15 is inserted from the inside of the enclosure member 3 into the center of the insertion hole 5 of the enclosure member 3, ie,
It is positioned so as to correspond to the engagement hole 10a of the packing 10, and is operated by moving in the direction of arrow A in the figure. As shown in FIG. 2B, first, the screw housing portion 16 of the propulsion device 15 comes into contact with the inner shielding member 13.
Since the shielding member 13 is formed of a material that can be broken by the pressing of the propulsion unit 15, it is broken as shown by a broken line in the figure. Next, as shown in FIG.
5 is in contact with the packing 10.
Since the packing 10 is formed of a flexible material, the screw housing portion 16 passes through the engagement hole 10 a while elastically deforming the packing 10, and comes into contact with the outer shielding member 14. Further, when the propulsion device 15 is moved in the direction of arrow A, as shown in FIG.
Is destroyed as shown by a broken line in the figure, and thereafter, the propulsion unit 15 moves in the direction of arrow A to form a small-diameter propulsion wellbore in the underground 2. Before the shielding member 14 is broken, the inner diameter L1 of the engagement hole 10a of the packing 10 is reduced.
Is formed smaller than the outer diameter L2 of the propulsion device 15, so that the peripheral edge of the engagement hole 10a is in close contact with the outer peripheral portion of the propulsion device 15 while being elastically deformed. It is prevented from flowing into the member 4. This eliminates the need for chemicals that were conventionally used for ground stabilization, thereby reducing costs and shortening the construction period because there is no interruption in small-diameter propulsion work from the start of chemical injection until ground stabilization. You. Here, even when it is not necessary to form a small-diameter thrust wellbore by the propulsion device, the nut 12 is loosened so that either the packing 10 or the shielding members 13 and 14 can be detached from the insertion hole 5. can do.
Therefore, it is possible to use the enclosure member 4 for both the case where it is necessary to form the small-diameter propulsion wellbore by the propulsion device and the case where it is not necessary. The cost can be reduced by the effect. In the embodiment described above, when the propulsion device is moved from the inside of the enclosure member 3 to the underground 2,
In other words, the case where the propulsion device is moved from the inside of the earth and sand toward the side with the earth and sand is shown, but the water stopping effect is also obtained when the propulsion device is moved from the side with the earth and sand toward the inside without the earth and sand. Of course. For example, when a small-diameter propulsion wellhead is formed up to the adjacent enclosure member 4 by the propulsion device moving underground, the propulsion device 15 first destroys the outer shielding member 14 in contact with the underground 2. . At this time,
The inner shielding member 13 prevents the earth and sand in the ground 2 and the groundwater from flowing into the enclosure member 4, and then the inner shielding member 13 is destroyed by the propulsion device 15. Similarly, the packing 10 prevents the earth and sand in the ground 2 and the groundwater from flowing into the surrounding member 4.
Thus, by providing the inside and outside of the pair of packings 13 and 14, whether the though water stopping effect of the direction of movement of the propulsion unit, start-pit 3 is obtained. Further, in the present embodiment it has been embedded shroud 4 after drilling standing anti 3, instead of the enclosing member 4, first ground sheet pile with the packing 10 of shielding members 13 and 14 embedded in 2 may be drilling a standing anti 3 thereafter. In this case, until the drilling standing anti 3, never inside the shielding member 13 is broken by the pressure of underground soil. Further, although the insertion hole 5 formed in the enclosing member 4 is circular, it is not limited to this, and may be rectangular, and various design changes are possible. further,
Although the enclosing member 4 is formed of concrete, the enclosing member 4 may be formed of metal. As described above, according to the present invention, the cost is reduced and the construction period is shortened.

【図面の簡単な説明】 【図1】 本発明に係る小口径推進用坑口止水装置の要
部を拡大して示す断面図である。 【図2】 本発明に係る小口径推進用坑口止水装置にお
ける小口径推進用坑口を形成する動作を説明する図であ
る。 【図3】 従来の小口径推進用坑口止水装置を分解して
示す斜視図である。 【符号の説明】 2…地中、3…立抗、4…囲い部材、5…挿入孔、10
…パッキン、10a…係入孔、11…ボルト、12…ナ
ット、13,14…遮蔽部材。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an enlarged sectional view showing a main part of a small-diameter propulsion well stop device according to the present invention. FIG. 2 is a diagram illustrating an operation of forming a small-diameter propulsion wellhead in the small-diameter propulsion wellhead water stop device according to the present invention. FIG. 3 is an exploded perspective view showing a conventional small-diameter propulsion well stop device. [Description of Signs] 2 ... Underground 3 ... Stand Up 4 ... Enclosure Member 5 ... Insertion Hole 10
... packing, 10a ... engagement holes, 11 ... bolts, 12 ... nuts, 13, 14 ... shielding members.

Claims (1)

(57)【特許請求の範囲】 【請求項1】 立の側壁に対接する部材に孔を穿設
し、この孔を一対の遮蔽部材とこれら遮蔽部材の間に設
けたパッキンとで覆い、前記遮蔽部材を推進機の押圧に
よって破壊可能な材料で形成し、前記パッキンを可撓性
を有する材料によって形成するとともに、このパッキン
に推進機の外径よりも小さい外径の係入孔を形成したこ
とを特徴とする小口径推進用坑口止水装置。
(57) Patent Claims 1. A drilled hole in member in contact against the side wall of the standing pit cover the hole in the packing disposed between the pair of shielding members and these shielding members, The shielding member is formed of a material that can be broken by pressing of a propulsion device, and the packing is formed of a material having flexibility, and an engagement hole having an outer diameter smaller than the outer diameter of the propulsion device is formed in the packing. A small-diameter propulsion well stop device characterized in that:
JP27848097A 1997-10-13 1997-10-13 Mouth stop device for small diameter propulsion Expired - Fee Related JP3433893B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27848097A JP3433893B2 (en) 1997-10-13 1997-10-13 Mouth stop device for small diameter propulsion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27848097A JP3433893B2 (en) 1997-10-13 1997-10-13 Mouth stop device for small diameter propulsion

Publications (2)

Publication Number Publication Date
JPH11117663A JPH11117663A (en) 1999-04-27
JP3433893B2 true JP3433893B2 (en) 2003-08-04

Family

ID=17597925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27848097A Expired - Fee Related JP3433893B2 (en) 1997-10-13 1997-10-13 Mouth stop device for small diameter propulsion

Country Status (1)

Country Link
JP (1) JP3433893B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114703897B (en) * 2022-04-19 2023-11-14 河南省水利勘测设计研究有限公司 High-efficient stagnant water structure suitable for assembly under water

Also Published As

Publication number Publication date
JPH11117663A (en) 1999-04-27

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