JP2756923B2 - Starting shaft water seal device for underwater propulsion method - Google Patents

Starting shaft water seal device for underwater propulsion method

Info

Publication number
JP2756923B2
JP2756923B2 JP31137894A JP31137894A JP2756923B2 JP 2756923 B2 JP2756923 B2 JP 2756923B2 JP 31137894 A JP31137894 A JP 31137894A JP 31137894 A JP31137894 A JP 31137894A JP 2756923 B2 JP2756923 B2 JP 2756923B2
Authority
JP
Japan
Prior art keywords
compartment
water
retaining wall
outer cylinder
laying pipe
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
JP31137894A
Other languages
Japanese (ja)
Other versions
JPH08135372A (en
Inventor
宏一 木村
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.)
Kidoh Construction Co Ltd
Original Assignee
Kidoh Construction Co Ltd
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 Kidoh Construction Co Ltd filed Critical Kidoh Construction Co Ltd
Priority to JP31137894A priority Critical patent/JP2756923B2/en
Publication of JPH08135372A publication Critical patent/JPH08135372A/en
Application granted granted Critical
Publication of JP2756923B2 publication Critical patent/JP2756923B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、水中推進工法用の発
進立坑水封装置に関し、詳しくは、下水道や電気配線
路、地下歩道、地下車道等に利用されるパイプライン
を、湖底や海底などの水底に敷設施工する技術であり、
定尺のコンクリート管などの敷設管を順次継ぎ足しなが
ら、敷設管列に元押しジャッキなどで推進力を加えて、
敷設管列全体を水中で推進させて敷設していく水中推進
工法で、敷設管が発進する発進立坑の前面に設けられ
て、発進立坑に水が浸入するのを防ぐ発進立坑水封装置
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water seal device for a starting shaft for underwater propulsion, and more particularly, to a pipeline used for sewerage, electric wiring, underground walkways, underground roads, etc. Technology to lay underwater
While sequentially adding laying pipes such as fixed-length concrete pipes, add propulsion to the laying pipe row with a main jack, etc.
An underwater propulsion method in which the entire laying pipe row is propelled underwater and laid, which is provided in front of the starting pit where the laying pipe starts and prevents the water from entering the starting pit. It is.

【0002】[0002]

【従来の技術】水中推進の発進立坑における水の浸水を
防止する方法としては、特開昭52−130113号の
公報に開示された方法がある。この方法は、第6図に示
すように発進立坑16の後方側壁17から前方に複数の
隔壁18を並べて設置する。各隔壁の敷設管通過部は、
敷設管外径よりやや大きな孔があけられており、その孔
部に敷設管外径よりやや小さめの孔を有するシール材が
装置されている。そして敷設管19を複数の隔壁18に
順次貫通して通過させた後、発進立坑16の前方側壁2
0の敷設管通過部をクレーン等により吊り上げてから、
第4隔室24側に装置した元押しジャッキにより水中に
押し出す。各隔室は排水ポンプ25で排水することによ
り、前方側壁20に近い第1隔室21から後方の第2隔
室22、第3隔室23へと順次水位を低下させて、元押
しジャッキなどを備えた第4隔室24まで水が浸入しな
いようにする方法である。
2. Description of the Related Art As a method for preventing inundation of water in a starting shaft for underwater propulsion, there is a method disclosed in Japanese Patent Application Laid-Open No. 52-130113. In this method, as shown in FIG. 6, a plurality of partition walls 18 are arranged side by side from the rear side wall 17 of the starting shaft 16. The laying pipe passage of each partition is
A hole slightly larger than the outer diameter of the laying pipe is formed, and a sealing material having a hole slightly smaller than the outer diameter of the laying pipe is provided in the hole. After the laying pipe 19 is sequentially passed through the plurality of partition walls 18, the front side wall 2 of the starting shaft 16 is formed.
After the laying pipe passage of No. 0 is lifted by a crane or the like,
The water is pushed out into the water by a main push jack provided on the fourth compartment 24 side. Each compartment is drained by a drain pump 25 to sequentially lower the water level from the first compartment 21 near the front side wall 20 to the second compartment 22 and the third compartment 23 on the rear side, and a main push jack, etc. This is a method for preventing water from entering the fourth compartment 24 provided with the above.

【0003】第7図は、隔壁18のシール材26部から
漏れた水が第1隔室21に浸入している状況を示すもの
で、水が浸入した場合、取付けられている排水ポンプ2
5が作動して、水を排水する。第2隔室22は、第1隔
室21に残った水の一部がシール材26部より浸入し、
その水をさらに排水して第1隔室21より低い水位とな
り、第3隔室23、第4隔室24へと順次水位の低下が
計られる。第4隔室24では殆ど乾燥した状態を維持で
きるようになっている。
FIG. 7 shows a situation in which water leaking from the sealing material 26 of the partition wall 18 has penetrated into the first compartment 21. If water has penetrated, the attached drain pump 2 is mounted.
5 operates to drain the water. In the second compartment 22, a part of the water remaining in the first compartment 21 enters through the sealing material 26,
The water is further drained to a lower water level than the first compartment 21, and the water level is sequentially reduced to the third compartment 23 and the fourth compartment 24. The fourth compartment 24 can be kept almost dry.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記従来技術
では、水中推進用立坑を施工するに当たって、水を遮断
する隔壁を構築するのに、立坑幅分の広い隔壁を施工し
なければならなく、多くの施工日数を必要とするととも
に、施工コストも割高となる。
However, in the prior art described above, in constructing the shaft for underwater propulsion, in order to construct a bulkhead that blocks water, a bulkhead having a width equal to the shaft width must be constructed. It requires many construction days and the construction cost is high.

【0005】また、第7図に示すように隔壁の幅が立坑
幅となるため、各隔室の空間容積が非常に大きなものと
なるため、各隔室に浸入する水量も増し、浸入した水を
処理する排水ポンプも容量の大きな排水ポンプが必要と
なり、電気料や設備費が増大する。
Further, as shown in FIG. 7, since the width of the partition wall is the shaft width, the space volume of each compartment becomes very large, so that the amount of water entering each compartment also increases, A large capacity drainage pump is also required for the drainage pump for treating wastewater, which increases electricity and equipment costs.

【0006】[0006]

【課題を解決するための手段】本発明の敷設管列に推進
力を加えて水中に推進敷設していく水中推進工法の発進
立坑水封装置において、敷設管列を覆い発進立坑の土留
壁に固定した外筒と、敷設管と外筒で形成された空間を
遮断するシール材と、その各空間の下部に装備された排
水装置とから構成されたことを特徴としている。
SUMMARY OF THE INVENTION In a starting shaft water seal device of the underwater propulsion method of laying underwater by applying a propulsive force to a laying tube line according to the present invention, the laying tube line is covered and the ground shaft of the starting shaft is covered with a ground wall. It is characterized by comprising a fixed outer cylinder, a sealing material for blocking a space formed by the laying pipe and the outer cylinder, and a drainage device provided below each space.

【0007】外筒の内径としては、外簡の中に敷設管と
シール材が取付けられる程度の大きさとすればよい。
[0007] The inner diameter of the outer cylinder may be set to such a size that the laying pipe and the sealing material can be attached inside the outer casing.

【0008】シール材の材料としては、一般に使用され
ているゴム、合成樹脂等を使用することができる。
[0008] As a material of the sealing material, generally used rubber, synthetic resin and the like can be used.

【0009】外筒は、外筒の頂部と底部に固定した留め
金を、発進立坑前面の土留壁に着設することにより固定
される。
The outer cylinder is fixed by attaching clasps fixed to the top and bottom of the outer cylinder to a retaining wall in front of the starting shaft.

【0010】[0010]

【作用】上記した発明によれば、外筒を使用することに
より、従来技術のように立坑幅分の広い隔壁を施工する
必要がなくなる。
According to the invention described above, the use of the outer cylinder eliminates the necessity of constructing a partition wall having a width corresponding to the shaft shaft unlike the prior art.

【0011】また、外筒と敷設管との空間容積が少なく
なるので浸入する水量も少なく、浸入した水を処理する
排水ポンプも容量の小さいものでよくなる。
Further, since the volume of space between the outer cylinder and the laying pipe is reduced, the amount of water that enters is small, and the capacity of the drain pump for treating the water that enters is small.

【0012】外筒内に複数のシール材(隔壁)を装備し
た構成となっているため、外筒の留め金を土留壁に固定
するだけで推進準備が完了できる。
Since the outer cylinder is provided with a plurality of sealing materials (partitions), the preparation for propulsion can be completed only by fixing the clasp of the outer cylinder to the retaining wall.

【0013】[0013]

【実施例】本発明を一実施例をもとに説明する。第1図
は、本発明の発進立坑水封装置を説明する縦断面図であ
る。発進立坑1を構築するために、周囲四方を鋼矢板等
からなる土留壁で囲い空間を構成している。発進立坑1
の前方土留壁2は水Wに面しており、この前方土留壁2
は、敷設管3が発進する敷設管発進面となる。後方土留
壁4は、地盤E内に埋め込まれて施工されている。敷設
管発進面である前方土留壁2は、敷設管発進時に引き抜
き可能となっている。他の後方土留壁4は、引き抜き可
能になっていなくてもよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described based on one embodiment. FIG. 1 is a vertical sectional view for explaining a starting vertical shaft water sealing device of the present invention. In order to construct the starting shaft 1, the surrounding space is surrounded by earth retaining walls made of steel sheet pile or the like on all four sides. Starting shaft 1
Front retaining wall 2 faces the water W, and the front retaining wall 2
Is a laying pipe starting surface from which the laying pipe 3 starts. The rear retaining wall 4 is embedded and constructed in the ground E. The front retaining wall 2, which is the laying pipe starting surface, can be pulled out when the laying pipe starts. The other rear retaining wall 4 does not need to be able to be pulled out.

【0014】敷設管発進面の前方土留壁2に外筒5を固
定するために、留め金6の両端を前方土留壁2に固定す
る。前方土留壁2は敷設管が発進できるように引き抜く
ため、留め金6は両側の引き抜かない部分の前方土留壁
2に固定する。
In order to fix the outer cylinder 5 to the front retaining wall 2 of the laying pipe starting surface, both ends of the clasp 6 are fixed to the front retaining wall 2. Since the front retaining wall 2 is pulled out so that the laying pipe can be started, the clasps 6 are fixed to the front retaining wall 2 on both sides of the unremoved portion.

【0015】敷設管3と敷設管3を覆う外筒5で形成さ
れた空間に前方より浸入してくる水を遮断するためのシ
ール材7を、外筒5内に複数設置し、各隔室10、1
1、12、13に溜まった水を外部に排水できるよう
に、各隔室10、11、12、13の下部に排水ポンプ
8を設備する。
A plurality of sealing members 7 for blocking water entering from the front into the space formed by the laying pipe 3 and the outer cylinder 5 covering the laying pipe 3 are provided in the outer cylinder 5, and each of the compartments is provided. 10, 1
A drain pump 8 is provided at the lower part of each of the compartments 10, 11, 12, and 13 so that the water accumulated in 1, 12, and 13 can be drained to the outside.

【0016】第2図は、前方土留壁2を上方に引き抜
き、敷設管3を発進立坑1から水中に推進している状況
を説明する縦断面図である。敷設管3の先端は水が浸入
しないように蓋9で塞いでいる。
FIG. 2 is a longitudinal sectional view for explaining the situation where the front retaining wall 2 is pulled out upward, and the laying pipe 3 is propelled from the starting shaft 1 into the water. The tip of the laying pipe 3 is closed with a lid 9 so that water does not enter.

【0017】外筒5と敷設管3の間の空間には、推進方
向に一定間隔をおいてシール材7が敷設管3に密着する
ように隔室10、11、12、13を作り、水の浸入を
防ぐ構造となっている。
In the space between the outer cylinder 5 and the laying pipe 3, compartments 10, 11, 12, 13 are formed at regular intervals in the propulsion direction so that the sealing material 7 is in close contact with the laying pipe 3. It has a structure to prevent infiltration.

【0018】敷設管3が前方土留壁2の手前に近づいた
時、前方土留壁2を上方に引き抜くと、水Wが前方土留
壁2と敷設管3との隙間から外筒5内部に浸入してくる
が、シール材7を前方土留壁2側近くから数ヵ所外筒5
内に配置しているため、水Wは自由に外筒5内を通過す
ることはできない。しかし、シール材7と敷設管3は完
全な水封状態ではないので、隙間を通じてある程度の量
の水Wが奥の第1隔室10側に浸入するのを防ぐことは
できない。このことは、第2隔室11、第3隔室12、
第4隔室13についても同様である。
When the laying pipe 3 approaches the front retaining wall 2 and the front retaining wall 2 is pulled upward, water W penetrates into the inside of the outer cylinder 5 through a gap between the front retaining wall 2 and the laying pipe 3. The sealing material 7 is applied to the outer cylinder 5 from several places near the front retaining wall 2 side.
, The water W cannot freely pass through the outer cylinder 5. However, since the sealing member 7 and the laying pipe 3 are not in a completely water-sealed state, it is impossible to prevent a certain amount of water W from entering the back first compartment 10 through the gap. This means that the second compartment 11, the third compartment 12,
The same applies to the fourth compartment 13.

【0019】各隔室に浸入した水は排水ポンプ8で排水
し、前方土留壁2に近い第1隔室10から後方の第2隔
室11、第3隔室12へと順次水位を低下させて、元押
しジャッキ14などを備えた第4隔室13まで水が浸入
しないようにする。
The water that has entered each compartment is drained by a drain pump 8, and the water level is sequentially reduced from a first compartment 10 near the front retaining wall 2 to a second compartment 11 and a third compartment 12 behind. Thus, water is prevented from entering the fourth compartment 13 provided with the main push jack 14 and the like.

【0020】第3図は、第2図における平面図である。
元押しジャッキ14で敷設管3を発進立坑1から水中に
推進している状態である。
FIG. 3 is a plan view of FIG.
This is a state in which the laying pipe 3 is being pushed into the water from the starting shaft 1 by the main push jack 14.

【0021】水中推進の施工工程は、発進立坑1を施工
し、立坑内に複数のシール材7をセットしている外筒5
を留め金6で前方土留壁2に固定し、外筒5のなかに敷
設管3を挿入する。そして、前方土留壁2を引き抜い
て、地中もしくは水中に推進させていく。敷設管列を推
進させるには、発進立坑1内に設置された元押しジャッ
キ14などで敷設管列に推進力を加える。敷設管3は、
ボルト締結や溶接、接着その他の手段で順次連結された
状態で、従来技術のとおり推進していく。
In the underwater propulsion construction process, the starter shaft 1 is constructed, and the outer cylinder 5 in which a plurality of sealing materials 7 are set in the shaft.
Is fixed to the front retaining wall 2 with the clasp 6, and the laying pipe 3 is inserted into the outer cylinder 5. Then, the front retaining wall 2 is pulled out and propelled underground or underwater. In order to propel the laid pipe row, a propulsive force is applied to the laid pipe row by a main push jack 14 or the like installed in the starting shaft 1. Laying pipe 3
In the state of being sequentially connected by bolting, welding, bonding, and other means, it is promoted as in the prior art.

【0022】第4図は、第1図の正面図である。前方土
留壁2は巾40cm前後の鋼矢板をはめ合わせて接続さ
れており、敷設管3のあたる数枚を敷設管3が前方土留
壁2に近づいた時、クレーンなどで上方に引き抜く。こ
の時、引き抜いた前方土留壁2と外筒5との隙間が生じ
るので、あらかじめ鋼材等で製作した止水板30を引き
抜かない前方土留壁2と外筒5とに溶接して固定してお
く。各隔室の外筒5の底部には、排水パイプ15を通す
孔を設けて排水パイプ15で吸い出し、外部に排水す
る。
FIG. 4 is a front view of FIG. The front retaining wall 2 is connected by fitting steel sheet piles having a width of about 40 cm, and several laying pipes 3 are pulled upward by a crane or the like when the laying pipe 3 approaches the front retaining wall 2. At this time, a gap is formed between the pulled-out front retaining wall 2 and the outer cylinder 5. Therefore, the water blocking plate 30 made of steel or the like is welded and fixed to the front retaining wall 2 and the outer cylinder 5 which are not drawn. . At the bottom of the outer cylinder 5 in each compartment, a hole is provided through which the drain pipe 15 passes, and the drain pipe 15 sucks the water and drains it to the outside.

【0023】第5図は、第2図の横断面図である。
(a)は第1隔室10、(b)は第2隔室11の断面を
示したものである。第5図の(a)の第1隔室の断面
は、敷設管3と引き抜いた前方土留壁2の間から流入し
た水がシール材7部から漏れ、第1隔室10に浸入して
いる状況を示しており、水が浸入した場合、取付けてい
る排水ポンプ14が作動して水を排水する。
FIG. 5 is a cross-sectional view of FIG.
(A) shows a cross section of the first compartment 10 and (b) shows a cross section of the second compartment 11. In the cross section of the first compartment shown in FIG. 5A, water flowing from between the laying pipe 3 and the pulled out retaining wall 2 leaks from the sealing member 7 and enters the first compartment 10. This shows the situation, and when water invades, the attached drain pump 14 operates to drain the water.

【0024】第5図の(b)の第2隔室11は、第1隔
室10に残った水の一部がシール材7部より浸入し、そ
の水をさらに排水して第1隔室10より低い水位になる
ことを示しており、第3隔室12、第4隔室13へと順
次水位の低下が計られる。第4隔室13では、殆ど乾燥
した状態を維持できるようになっている。
In the second compartment 11 shown in FIG. 5 (b), a part of the water remaining in the first compartment 10 enters through the sealing member 7, and the water is further drained. This indicates that the water level is lower than 10, and the water level is sequentially reduced to the third compartment 12 and the fourth compartment 13. In the fourth compartment 13, almost dry condition can be maintained.

【0025】土留壁として、本実施例では鋼矢板を例示
したが、コンクリート壁体を沈下させて構築したり、直
に打設してもよい。
Although the steel sheet pile is exemplified in the present embodiment as the retaining wall, the retaining wall may be constructed by sinking a concrete wall or may be directly driven.

【0026】土中における推進施工時には、敷設管の先
端に掘削機能をもったものが必要である。
At the time of propulsion construction in the soil, it is necessary that the laid pipe has an excavation function at the tip.

【0027】[0027]

【発明の効果】以上に述べた、この発明にかかる水中推
進工法用の発進立坑水封装置によれば、外筒を使用する
ことにより、立坑幅分の広い隔壁を施工する必要がなく
なるので、施工日数や材料を著しく減らすことができる
ので、施工費用が安価である。
According to the above-described starting vertical shaft water sealing device for the underwater propulsion method according to the present invention, the use of the outer cylinder eliminates the need to construct a partition wall having a width corresponding to the vertical shaft width. Since the number of construction days and materials can be significantly reduced, construction costs are low.

【0028】外筒を使用した結果、外筒と敷設管との空
間容積が少なく、浸入した水を処理する排水ポンプも容
積の小さいものでよく、電力代も低価ですみ、排水ポン
プの取扱いも容易になる。
As a result of using the outer cylinder, the space volume between the outer cylinder and the laying pipe is small, the volume of the drain pump for treating infiltrated water may be small, the power cost is low, the handling of the drain pump is small. Will also be easier.

【0029】さらに、この発明では、外筒内に複数のシ
ール材(隔壁)を装備した構成となっており、外筒の留
め金を土留壁に固定するだけで推進準備が完了できるた
め、取付け作業が容易に行える。
Further, according to the present invention, the outer cylinder is provided with a plurality of sealing materials (partition walls), and the preparation for propulsion can be completed only by fixing the clasp of the outer cylinder to the retaining wall. Work can be done easily.

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

【第1図】本発明の発進立坑水封装置を説明する縦断面
図である。
FIG. 1 is a longitudinal sectional view for explaining a starting vertical water seal device of the present invention.

【第2図】敷設管が発進立坑から水中に推進している状
況を説明する縦断面図である。
FIG. 2 is a longitudinal sectional view for explaining a situation in which a laid pipe is propelled from a starting shaft into water.

【第3図】第2図における平面図である。FIG. 3 is a plan view in FIG. 2;

【第4図】第1図の正面図である。FIG. 4 is a front view of FIG. 1.

【第5図】第2図の横断面図である。FIG. 5 is a cross-sectional view of FIG.

【第6図】従来の技術において敷設管が発進立坑から水
中に推進している状況を説明する縦断面図である。
FIG. 6 is a longitudinal sectional view illustrating a state in which a laying pipe is propelled underwater from a starting shaft in the prior art.

【第7図】第6図の横断面図である。FIG. 7 is a cross-sectional view of FIG.

【符号の説明】[Explanation of symbols]

1 発進立坑 2 前方土留壁 3 敷設管 4 後方土留壁 5 外筒 6 留め金 7 シール材 8 排水ポンプ 9 蓋 10 第1隔室 11 第2隔室 12 第3隔室 13 第4隔室 14 元押しジャッキ 15 排水パイプ 16 従来技術の発進立坑 17 従来技術の後方土留壁 18 従来技術の隔壁 19 従来技術の敷設管 20 従来技術の前方土留壁 21 従来技術の第1隔室 22 従来技術の第2隔室 23 従来技術の第3隔室 24 従来技術の第4隔室 25 従来技術の排水ポンプ 26 従来技術のシール材 27 空間 28 従来技術の側方土留壁 29 従来技術の敷設管 30 止水板 DESCRIPTION OF SYMBOLS 1 Starting shaft 2 Front retaining wall 3 Laying pipe 4 Rear retaining wall 5 Outer cylinder 6 Clasp 7 Sealing material 8 Drain pump 9 Lid 10 First compartment 11 Second compartment 12 Third compartment 13 Fourth compartment 14 yuan Push jack 15 Drainage pipe 16 Prior art starting shaft 17 Prior art rear retaining wall 18 Prior art bulkhead 19 Prior art laying pipe 20 Prior art retaining wall 21 First compartment 22 prior art 22 Second prior art Compartment 23 Prior art third compartment 24 Prior art fourth compartment 25 Prior art drainage pump 26 Prior art sealing material 27 Space 28 Prior art side retaining wall 29 Prior art laying pipe 30 Waterstop

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】敷設管列に推進力を加えて水中に推進敷設
していく水中推進工法の発進立坑水封装置において、敷
設管列を覆い発進立坑の土留壁に固定した外筒と、敷設
管と外筒で形成された空間を遮断する複数のシール材
と、その各空間の下部に装備された排水装置とから構成
されたことを特徴とする水中推進工法用の発進立坑水封
装置。
An underwater propulsion start-up shaft water sealing device in which a propulsion force is applied to a laying pipe row to lay it underwater, an outer cylinder covering the laying pipe row and fixed to a retaining wall of the starting pit, A starting vertical shaft water sealing device for a submersible propulsion method, comprising: a plurality of sealing materials for blocking a space formed by a pipe and an outer cylinder; and a drainage device provided at a lower portion of each space.
JP31137894A 1994-11-08 1994-11-08 Starting shaft water seal device for underwater propulsion method Expired - Fee Related JP2756923B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31137894A JP2756923B2 (en) 1994-11-08 1994-11-08 Starting shaft water seal device for underwater propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31137894A JP2756923B2 (en) 1994-11-08 1994-11-08 Starting shaft water seal device for underwater propulsion method

Publications (2)

Publication Number Publication Date
JPH08135372A JPH08135372A (en) 1996-05-28
JP2756923B2 true JP2756923B2 (en) 1998-05-25

Family

ID=18016462

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31137894A Expired - Fee Related JP2756923B2 (en) 1994-11-08 1994-11-08 Starting shaft water seal device for underwater propulsion method

Country Status (1)

Country Link
JP (1) JP2756923B2 (en)

Also Published As

Publication number Publication date
JPH08135372A (en) 1996-05-28

Similar Documents

Publication Publication Date Title
US20060179730A1 (en) Wall structural member and method for constructing a wall structure
JP3684438B2 (en) Underground common space
JP2756923B2 (en) Starting shaft water seal device for underwater propulsion method
JP2001200533A (en) Small-scale continuous wall construction method and water seal device used therefor
JP3208085B2 (en) Structure of passage of tunnel excavator in middle shaft
JP3554933B1 (en) How to build an underwater tunnel
KR100680157B1 (en) A equipment prevent from leakage water of electric manhole
JP2792554B2 (en) Installation method of caisson for breakwater
KR100905661B1 (en) Connector and system for apparatus draining
JPH11247174A (en) Groundwater collecting method in underground water isolation method
CN217811234U (en) Waterproof structure of ground and groundwater power generation system
JP3131119B2 (en) How to stop water at a pipe propulsion wellhead
JP3095339B2 (en) Pipe temporary burial structure
JP3455318B2 (en) How to remove piping from inside the pipeline
JP3082053B2 (en) Large-scale, deep steel continuous basement wall and method of constructing the same
JPH06212891A (en) Vertical shaft water sealing of jacking pipe in water
JP3227115B2 (en) Propulsion box support device
JP3240394B2 (en) Construction method of impermeable wall
JPH09279571A (en) Continuous wall construction method
JPS59106611A (en) Laying work of water sealing sheet
US5927900A (en) Method for placing a system of ducts
JPH0452813B2 (en)
JP3923482B2 (en) Underground conduit construction method
JPH0433326B2 (en)
JP2000045307A (en) Construction method of underwater tunnel

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees