JPH08121077A - Construction method of start and arrival shaft - Google Patents

Construction method of start and arrival shaft

Info

Publication number
JPH08121077A
JPH08121077A JP28596594A JP28596594A JPH08121077A JP H08121077 A JPH08121077 A JP H08121077A JP 28596594 A JP28596594 A JP 28596594A JP 28596594 A JP28596594 A JP 28596594A JP H08121077 A JPH08121077 A JP H08121077A
Authority
JP
Japan
Prior art keywords
shaft
plate
machine
shield machine
starting
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.)
Pending
Application number
JP28596594A
Other languages
Japanese (ja)
Inventor
Teruo Shiotani
照夫 塩谷
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP28596594A priority Critical patent/JPH08121077A/en
Publication of JPH08121077A publication Critical patent/JPH08121077A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE: To work for a safe, and what is more, economical start or arrival of an excavating machine by burying a shaft main body underground and executing start and arrival of a shield machine by the application of a double plate member which comprises a removable plate into the wall surface of the shaft and an easily destructive plate. CONSTITUTION: The inside of a steel-made segment frame 1, which is constructed based on an open caisson method and assembled on a ground area, is excavated and the wall surface is buried undersround. Further, a similar frame 1 is further constructed on the top of the frame 1 and buried one after another. More specifically, a shield machine 2 and a semi-shield machine or the like are arranged to arrive at the side surface of a shaft under construction. Only the side surface which can be joined from outside, is formed with a double plate member. The propulsion of the machine is temporarily halted when the tip of the shield machine comes in contact with the outside surface of an exterior destructive plate 4. Then, a worker enters the shaft and removes an interior removable plate and then the operation of the machine 2 is started once again, thereby cutting off the exterior destructive plate 4, such as a thin concrete board with the blade of the machine 2. Then, the machine 2 advances into the shaft while the other tunnel advances from the side and is connected to the shaft, thereby ending an arrival work.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、シールド掘進機などが
外側から到達するための縦坑、あるいは内部から発進す
るための縦坑の構築方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a shaft for a shield machine to reach from the outside or a shaft for starting from the inside.

【0002】[0002]

【従来の技術】到達縦坑は、シールド掘進機などのトン
ネルの到達位置に事前に構築しておく縦坑である。こう
して構築した縦坑の外部に掘進機が到達したら、縦坑の
一部を破壊して内部に導入しなければならない。発進縦
坑はシールド掘進機を内部から地中に向けて発進させる
ための縦坑であり、発進に際しては同様に縦坑の一部を
破壊して行うものである。
2. Description of the Related Art A reaching shaft is a shaft previously constructed at the arrival position of a tunnel such as a shield machine. When the excavator reaches the outside of the shaft constructed in this way, a part of the shaft must be destroyed and introduced inside. The start shaft is a shaft for starting the shield machine from the inside toward the ground, and at the time of starting, the same is done by destroying a part of the shaft.

【0003】[0003]

【発明が解決しようとする問題点】前記した従来の発
進、到達縦坑の構築方法にあっては、縦坑の一部を破壊
して開口してしまうと土砂が縦坑内部に一度に流入して
くる危険性が高いという問題があった。その理由は一般
に縦坑の周囲の地下水位は開口予定部よりも高い位置に
あるためであり、そのために周囲の地盤改良を行っても
きわめて慎重に開口作業を行わなければならなかった。
[Problems to be Solved by the Invention] In the above-mentioned conventional method for constructing a starting shaft and a reaching shaft, if a part of the shaft is destroyed and opened, the earth and sand flow into the shaft at one time. There was a problem that there was a high risk of coming. The reason is that the groundwater level around the shaft is generally higher than the planned opening. Therefore, even if the surrounding ground was improved, the opening work had to be performed very carefully.

【0004】[0004]

【本発明の目的】本発明は上記したような従来の問題を
解決するためになされたもので、安全で経済的に掘進機
の到達を受け入れ、あるいは発進させることができる発
進、到達縦坑の構築方法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and it is a safe and economical method for accepting or starting the arrival of an excavator or for launching a vertical shaft. The purpose is to provide a construction method.

【0005】[0005]

【問題点を解決するための手段】上記のような目的を達
成するために、本発明の発進、到達縦坑の構築方法は、
側面からシールド掘進機が到達するための縦坑を構築す
るに際し、地上部分で構築した縦坑本体を内部の掘削に
伴って地中に沈下させ、掘進機の先端が当たる位置の縦
坑の壁面のみを二重の板状部材によって構成し、二重の
板状部材の内の内側部材を撤去自在に、外側部材を破壊
容易に構成する、発進、到達縦坑の構築方法を特徴とし
たものである。
In order to achieve the above-mentioned object, the starting and reaching shaft construction method of the present invention comprises:
When constructing a shaft for shield shield machine to reach from the side, the shaft body constructed on the ground is submerged in the ground due to the internal excavation, and the wall of the shaft where the tip of the shaft hits the shaft. Characterized by a method for constructing a starting and reaching shaft, in which only the inner member of the double plate member can be removed and the outer member is easily broken Is.

【0006】[0006]

【本発明の構成】以下図面を参照しながら本発明の発
進、到達縦坑の構築方法の実施例について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for constructing a starting and reaching shaft according to the present invention will be described below with reference to the drawings.

【0007】<イ>全体の構成 本発明の縦坑は、オープンケーソン工法によって施工す
る。この工法は地上部分で鋼製セグメントを組み立て一
定高さの鋼製セグメント枠体1を構築する。そしてこの
鋼製セグメント枠体1の内部の掘削を行って壁面を地中
に沈下させ、さらにその上部に同様に鋼製セグメントの
枠体1を構築して順次沈下させて行く工法である。この
枠体1は円形、あるいは小判型に構成する。
<B> Overall Structure The shaft of the present invention is constructed by the open caisson method. In this construction method, steel segments are assembled on the ground to construct a steel segment frame body 1 having a constant height. Then, the inside of the steel segment frame 1 is excavated to sink the wall surface into the ground, and the steel segment frame 1 is similarly constructed on the upper part of the wall to sequentially sink the wall. The frame 1 is formed in a circular shape or an oval shape.

【0008】<ロ>到達位置 本発明の方法は発進縦坑にも利用できるが、説明の簡単
化のために到達縦坑の場合について説明する。上記のよ
うにして構築した縦坑の側面に、シールド掘進機2、セ
ミシールド掘進機2などを到達させる。したがって縦坑
の構築が完了した後に、どの位置に掘進機2が到達して
その先端が衝突するか、その深度、方向、あるいは到達
する予定の掘進機2の直径などは事前にすべて分かって
いる。
<B> Reaching Position Although the method of the present invention can be applied to a starting shaft, the reaching shaft will be described for the sake of simplicity. The shield machine 2, semi-shield machine 2, etc. are made to reach the side surface of the shaft constructed as described above. Therefore, after the construction of the shaft is completed, the position where the excavator 2 reaches and the tip of the excavator 2 collides, the depth, the direction, the diameter of the excavator 2 to be reached, etc. are all known in advance. .

【0009】<ハ>到達部分の二重構造 そこで掘進機2の到達して外部から接合する位置の壁面
のみを、二重の板状部材、すなわち内側撤去板3と外側
破壊板4との合成部Aによって構成する。内側撤去板3
として例えば鋼製セグメントを使用し、外側破壊板4と
して例えばコンクリート製薄板を使用することができ
る。
<C> Double structure of reaching portion Therefore, only the wall surface at the position where the excavator 2 reaches and is joined from the outside is composed of a double plate member, that is, the inner removal plate 3 and the outer destruction plate 4. It is composed of part A. Inner removal plate 3
For example, a steel segment can be used, and as the outer breaking plate 4, for example, a concrete thin plate can be used.

【0010】セグメントとは分割された板体のことであ
り、鋼製セグメントは薄い鋼板の周囲と内面に補強用の
仕切り板を溶接して形成してある。そして合成部Aにお
いては、内側の鋼製のセグメントと、外側のコンクリー
ト製の薄板との間は一体的に接合せず、ボルトなどによ
って組み合わせておき簡単に分離可能に構成する。
The segment is a divided plate body, and the steel segment is formed by welding a reinforcing partition plate around and inside a thin steel plate. In the synthetic portion A, the steel segment on the inner side and the thin plate made of concrete on the outer side are not integrally joined, but combined by bolts or the like so that they can be easily separated.

【0011】ただし合成部Aは鋼製セグメントとコンク
リートセグメントの組み合わせに限定するものではな
い。要は、内側撤去板3は撤去が容易な部材、外側破壊
板4は内側あるいは外側から容易に破壊できる部材であ
ればよく合成樹脂板、その他の公知の材料を利用して板
材を構成することができる。そして内側撤去板は、周囲
の枠体1とはボルトなどによって解体、分離が容易なよ
うに構成しておく。
However, the composite section A is not limited to the combination of the steel segment and the concrete segment. In short, the inner removal plate 3 may be a member that can be easily removed, and the outer destruction plate 4 may be a member that can be easily destroyed from the inside or the outside. The synthetic resin plate or other known materials may be used to form the plate material. You can The inner removal plate is constructed so as to be easily disassembled and separated from the surrounding frame 1 by bolts or the like.

【0012】<ニ>内側撤去板3の撤去 こうして構築した縦坑に、外部の地中を掘進してきたシ
ールド掘進機2などが到達する。そして掘進機2の先端
を、外側破壊板4の外面に接触した状態で掘進をいった
ん停止する。次に縦坑内に作業員が入り、周囲のボル
ト、および外側破壊板4とのボルトを取り外すなどの作
業によって内側撤去板3を内側へ引き出して撤去する。
<D> Removal of Inner Removal Plate 3 The shield machine 2 or the like which has been excavating in the outside reaches the vertical pit thus constructed. Then, the excavation is temporarily stopped while the tip of the excavator 2 is in contact with the outer surface of the outer destruction plate 4. Next, a worker enters the shaft and pulls the inner removal plate 3 inward by a work such as removing the surrounding bolts and the bolt with the outer destruction plate 4 to remove the inner removal plate 3.

【0013】すると外側にはコンクリート製などの薄い
外側破壊板4のみが残り、この薄板のみによって周囲の
土圧、水圧に耐えなければならないことになる。しかし
薄い外側破壊板4の外面には掘進機2が密着している。
したがって土圧、水圧のすべてが直接に薄い外側破壊板
4に作用することはなく、安全に耐えることが可能であ
る。掘進機の縦坑への到達に前後して周囲の地盤の改
良、薬液注入などを行い、より安全に防護する場合もあ
る。
Then, only a thin outer destructive plate 4 made of concrete or the like remains on the outer side, and it is necessary to withstand the surrounding earth pressure and water pressure only by this thin plate. However, the machine 2 is in close contact with the outer surface of the thin outer destructive plate 4.
Therefore, all of earth pressure and water pressure do not directly act on the thin outer destructive plate 4, and it is possible to endure it safely. Before and after the machine reaches the vertical shaft, the surrounding ground may be improved and chemicals may be injected to protect it more safely.

【0014】<ホ>外側破壊板4の破壊 鋼製セグメントなどの内側撤去板3を撤去した後に、掘
進機2の運転を再開する。 すると掘進機2の刃が薄い
コンクリート板などの外側破壊板4を切り取り、あるい
は破壊して縦坑内部に進入することができる。こうして
縦坑には側面から別のトンネルが進入して接続し、到達
作業は完了する。
<E> Destruction of the outer fracture plate 4 After the inner removal plate 3 such as a steel segment is removed, the operation of the machine 2 is restarted. Then, the outer breaking plate 4 such as a concrete plate having a thin blade of the excavator 2 can be cut or broken to enter the shaft. In this way, another tunnel enters the shaft from the side and is connected, and the work to reach is completed.

【0015】<ヘ>発進縦坑の場合 以上の説明は到達縦坑の場合であるが、シールド掘進機
2を縦坑内部から発進さる場合も同様に、内側撤去板3
を撤去した後に、掘進機2の刃で薄いコンクリート板な
どの外側破壊板4を切り取り縦坑外部の地中に向けて発
進させることができる。
<F> In case of the starting shaft The above description is for the reaching shaft, but also when the shield machine 2 is started from inside the shaft, the inner removal plate 3 is similarly provided.
After removing, the outer breaking plate 4 such as a thin concrete plate can be cut off with the blade of the excavator 2 and started toward the ground outside the shaft.

【0016】[0016]

【発明の効果】本発明の発進、到達縦坑の構築方法は以
上説明したようになるから次のような効果を得ることが
できる。
Since the method for constructing the starting and reaching shaft according to the present invention is as described above, the following effects can be obtained.

【0017】<イ>縦坑の外側に掘進機2などが到達し
た後に、内側撤去板3を撤去することができる。したが
って掘進機2は薄い板体のみを切断、破壊して縦坑内に
進入することができ、きわめて簡単に到達作業を終了す
ることができる。
<A> After the excavator 2 or the like reaches the outside of the shaft, the inside removing plate 3 can be removed. Therefore, the excavator 2 can cut and destroy only the thin plate body to enter the shaft, and the arrival work can be completed very easily.

【0018】<ロ>従来は縦坑の一部を破壊して開口し
てしまうから土砂が縦坑内部に一度に流入してくる危険
性が高いという問題があった。そのために周囲の地盤改
良を行ってもきわめて慎重に開口作業を行わなければな
らなかった。しかるに本発明の方法ではシールド掘進機
自体が薄い破壊板を切断、破壊しつつ進入してゆくか
ら、事前に縦坑の一部を破壊しておく必要がなく土砂の
流入の発生を防止することができる。
<B> Conventionally, there has been a problem that since a part of the shaft is destroyed and opened, there is a high risk that earth and sand will flow into the shaft at once. Therefore, even if the surrounding ground was improved, the opening work had to be done very carefully. However, in the method of the present invention, since the shield machine itself cuts the thin rupture plate and enters while destroying it, it is not necessary to destroy a part of the shaft in advance to prevent the inflow of sediment. You can

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

【図1】本発明の発進、到達縦坑の使用方法の実施例の
説明図
FIG. 1 is an explanatory view of an embodiment of a method of using a starting and reaching shaft according to the present invention.

【図2】縦坑の構築方法の実施例の説明図FIG. 2 is an explanatory view of an embodiment of a method for constructing a vertical shaft.

【図3】縦坑の到達部の実施例の説明図FIG. 3 is an explanatory view of an example of a reaching portion of a vertical shaft.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】シールド掘進機が発進、到達するための縦
坑を構築するに際し、 地上部分で構築した縦坑本体を、 内部の掘削に伴って地中に沈下させ、 掘進機が当接する位置の縦坑の壁面を、 二重の板状部材によって構成し、 二重の板状部材の内の内側の板を撤去自在に、 外側の板状部材を破壊可能に構成する、 発進、到達縦坑の構築方法
1. When constructing a shaft for a shield machine to start and reach, the shaft body constructed in the ground portion is sunk into the ground due to internal excavation, and the position where the shaft abuts. The wall of the shaft of the vertical shaft is composed of double plate-shaped members, the inner plate of the double plate-shaped members can be removed freely, and the outer plate-shaped member can be destroyed. How to construct a mine
【請求項2】内側の撤去自在の板を、鋼製セグメントに
よって構成し、 外側の破壊可能な板を、コンクリート薄板のセグメント
によって構成する、 請求項1記載の発進、到達縦坑の構築方法
2. The method for constructing a starting shaft and reaching shaft according to claim 1, wherein the removable inner plate is made of a steel segment and the outer destructible plate is made of a concrete thin plate segment.
【請求項3】縦坑本体を、鋼製のセグメントによって構
成し、 発進、到達部のみを鋼製セグメントとコンクリートセグ
メントの組み合わせによって構成する、 発進、到達縦坑の構築方法
3. A method for constructing a shaft for starting and reaching shafts, wherein the shaft shaft body is composed of steel segments, and only the starting and reaching parts are composed of a combination of steel segments and concrete segments.
【請求項4】縦坑本体を、鋼製のセグメントによって構
成し、 発進、到達部のみを鋼製セグメントとコンクリートセグ
メントの組み合わせによって構成し、 各セグメント間をボルトによって解体自在に接合する、 発進、到達縦坑の構築方法
4. The shaft main body is composed of steel segments, only the starting and reaching parts are composed of a combination of steel segments and concrete segments, and the segments are joined by bolts so that they can be dismantled freely. How to build a reach shaft
JP28596594A 1994-10-26 1994-10-26 Construction method of start and arrival shaft Pending JPH08121077A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28596594A JPH08121077A (en) 1994-10-26 1994-10-26 Construction method of start and arrival shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28596594A JPH08121077A (en) 1994-10-26 1994-10-26 Construction method of start and arrival shaft

Publications (1)

Publication Number Publication Date
JPH08121077A true JPH08121077A (en) 1996-05-14

Family

ID=17698261

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28596594A Pending JPH08121077A (en) 1994-10-26 1994-10-26 Construction method of start and arrival shaft

Country Status (1)

Country Link
JP (1) JPH08121077A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999203A (en) * 2018-09-29 2018-12-14 上海宝冶集团有限公司 A kind of construction method of steel cylinder well
CN114635441A (en) * 2022-01-26 2022-06-17 中铁十五局集团有限公司 Double-layer duct piece construction method applied to vertical open caisson type deep-buried structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999203A (en) * 2018-09-29 2018-12-14 上海宝冶集团有限公司 A kind of construction method of steel cylinder well
CN114635441A (en) * 2022-01-26 2022-06-17 中铁十五局集团有限公司 Double-layer duct piece construction method applied to vertical open caisson type deep-buried structure
CN114635441B (en) * 2022-01-26 2023-11-28 中铁十五局集团有限公司 Double-layer pipe piece construction method applied to vertical open caisson type deep buried structure

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