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JPH11107674A - Entrance packing device for division type adit excavation pipe - Google Patents

Entrance packing device for division type adit excavation pipe

Info

Publication number
JPH11107674A
JPH11107674A JP9268395A JP26839597A JPH11107674A JP H11107674 A JPH11107674 A JP H11107674A JP 9268395 A JP9268395 A JP 9268395A JP 26839597 A JP26839597 A JP 26839597A JP H11107674 A JPH11107674 A JP H11107674A
Authority
JP
Japan
Prior art keywords
packing device
entrance packing
divided
propulsion
entrance
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
JP9268395A
Other languages
Japanese (ja)
Inventor
Akira Sawaguchi
明 澤口
Tetsuya Asano
哲也 浅野
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 JP9268395A priority Critical patent/JPH11107674A/en
Publication of JPH11107674A publication Critical patent/JPH11107674A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To carry out removal during excavation by dividing an entrance packing device into the plural while installing divided each section through fixed mechanisms. SOLUTION: The whole entrance packing device is divided into two or more, and composed of a brush 8, a brush holder 9, stiffening plates 10, hold-down steel plates 11, 12, a rubber 13, a base plate 14 and bolts 15. When divided each section is assembled, the base plate 14 is mounted and fixed by the bolts 15. The mating surfaces 16 of divided each section are formed in an irregular shape in the radial direction at that time, the surfaces 16 are coated with a caulking agent and fast stuck surely, and the deterioration of a cutoff effect on divided surfaces is prevented. A bent state is maintained so that the entrance packing device is fast stuck on a front propulsion device and the outer circumferential shape of a propulsion pipe during propulsion. Accordingly, the entrance packing device can be used repeatedly when it is employed only when the front propulsion device is inserted because of a divided type, and the workability of removal can be improved.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は坑内埋設口からの泥
水等の噴出を防止するための坑道掘削管用エントランス
パッキン装置の改良に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in an entrance packing device for a tunnel excavation pipe for preventing the discharge of muddy water or the like from an underground burial opening.

【0002】管推進工法により、坑道掘削を行う場合に
は、開削された立坑を発進坑としてこの中に元押装置を
設置し、先端推進装置の先端回転部で掘削させながら推
進ジャッキにより先端推進管を地中に押し出している。
従来のエントランスパッキン装置は、図1乃至4に示す
ように、坑口と推進管1との密着を図るため、シートパ
イル2に対してコの字状の環状ケーシング3とゴムパッ
キン4とを取付けている。円柱状の推進管の外周にゴム
パッキンが屈曲状に密着し、立坑内への泥土等の流入を
防ぐものである。しかし、円柱状ではない先端推進装置
5に対して、ゴムパッキンではその形状に対応せず、隙
間6が生じるため止水効果が得られず、立坑内への泥水
等の流入の危険がある。そこで、坑道掘削用エントラン
スパッキン7により、先端装置の複雑な断面形状に対応
して、図4に示すように、隙間を補うことにより、立坑
内への泥土等の流入を防いでいる。
[0002] When excavating a tunnel by the pipe propulsion method, an excavated shaft is used as a starting shaft, and a main pushing device is installed in the shaft. The tube is pushed out into the ground.
In the conventional entrance packing device, as shown in FIGS. 1 to 4, a U-shaped annular casing 3 and a rubber packing 4 are attached to a sheet pile 2 in order to achieve close contact between a wellhead and a propulsion pipe 1. I have. The rubber packing tightly adheres to the outer periphery of the cylindrical propulsion pipe in a bent shape to prevent inflow of mud and the like into the shaft. However, with respect to the tip propulsion device 5 which is not cylindrical, the rubber packing does not correspond to the shape and the gap 6 is formed, so that the water stopping effect cannot be obtained, and there is a risk of inflow of muddy water into the shaft. In view of this, the entrance packing 7 for tunnel excavation prevents the inflow of mud and the like into the shaft by compensating for the gap as shown in FIG.

【0003】従来の坑道掘削管用エントランスパッキン
装置は、先端推進装置のような複雑な断面形状に対応す
るための装置であるが、先端推進装置が完全に地中に入
り、埋設口には円柱状である推進管を挿入している状況
では不要となる。また、このエントランスパッキン装置
の構成要素のうち、リングブラシ及び当て板等の耐久性
を考えると、不要となった時点で取外すことが望まし
い。しかし、現状では構造上、推進終了まで取外すこと
ができない。
The conventional entrance packing device for a tunnel excavation pipe is a device for coping with a complicated cross-sectional shape such as a tip propulsion device. This is unnecessary in the situation where the propulsion pipe is inserted. In addition, considering the durability of the ring brush, the caul plate and the like among the components of the entrance packing device, it is desirable to remove the component when it becomes unnecessary. However, at present, due to its structure, it cannot be removed until the end of propulsion.

【0004】[0004]

【発明が解決しようとする課題】本発明の目的は、坑道
掘削用エントランスパッキン装置を推進途中で取外しで
きるようにすることにある。
SUMMARY OF THE INVENTION An object of the present invention is to make it possible to remove an entrance packing device for tunnel excavation during propulsion.

【0005】[0005]

【課題を解決するための手段】本発明は、従来構造上不
可能であった推進中の坑道掘削管用エントランスパッキ
ン装置の取外しを可能にするため、エントランスパッキ
ン装置を2以上に分割し、取付け時には分割した各部分
を固定する機構を設けたことを特徴とする。
SUMMARY OF THE INVENTION The present invention divides an entrance packing device into two or more parts so that the entrance packing device for a tunnel excavation pipe during propulsion, which was impossible in the related art, can be removed. It is characterized in that a mechanism for fixing each of the divided parts is provided.

【0006】[0006]

【発明の実施の形態】次に本発明の実施例を説明する。
図5及び6は本発明の装置を説明するための図である。
断面形状が複雑な先端推進装置の外周に密着した状態は
図4に示した状態と同様であり、この時点では坑道掘削
用エントランスパッキン装置が必要である。しかし、円
柱状の推進管を挿入している状態では、前述のとおり、
ゴムパッキンで立坑内への泥水等の流入を防止でき、坑
道掘削用エントランスパッキン装置は不要になる。その
ため、本発明のエントランスパッキン装置においては、
図5に示すように、推進管を挿入している途中でも取外
すことができる。これは、坑道掘削用エントランスパッ
キン装置を図6に示すように分割型とすることにより、
実現することができる。
Next, embodiments of the present invention will be described.
5 and 6 are views for explaining the apparatus of the present invention.
The state in which it is in close contact with the outer periphery of the tip propulsion device having a complicated cross-sectional shape is the same as the state shown in FIG. However, when the cylindrical propulsion tube is inserted, as described above,
Rubber packing can prevent the inflow of muddy water into the shaft and eliminates the need for an entrance packing device for tunnel excavation. Therefore, in the entrance packing device of the present invention,
As shown in FIG. 5, it can be removed even while the propulsion tube is being inserted. This is achieved by making the entrance packing device for tunnel excavation a split type as shown in FIG.
Can be realized.

【0007】図7及び8は、分割型坑道掘削用エントラ
ンスパッキン装置の分解構造を示す図である。図7にお
いて、8はブラシ、9はブラシホルダー、10は当て板、
11及び12は押さえ鋼板、13はゴム、14はベースプレー
ト、15はボルト、16は合わせ面である。分割した各部分
を組立てる場合は、ベースプレート14等を取付け、ボル
ト15で固定する。
FIGS. 7 and 8 are views showing an exploded structure of an entrance packing device for split type tunnel excavation. In FIG. 7, 8 is a brush, 9 is a brush holder, 10 is a backing plate,
11 and 12 are holding steel plates, 13 is rubber, 14 is a base plate, 15 is a bolt, and 16 is a mating surface. When assembling the divided parts, the base plate 14 and the like are attached and fixed with bolts 15.

【0008】また、合わせ面16を図7に示すように、凹
凸状にし、更にそこにコーキング剤を塗布して、より確
実に密着させることにより、分割したことによる止水効
果の低下を防止する。また、ブラシ8は、図8に示すよ
うに、分割面からはみ出す形状になっており、連結部は
このブラシで隙間を埋める構造になっている。
Further, as shown in FIG. 7, the mating surface 16 is made uneven so that a caulking agent is further applied thereon to make it more firmly adhered, thereby preventing a decrease in the water stopping effect due to the division. . Also, as shown in FIG. 8, the brush 8 has a shape protruding from the dividing surface, and the connecting portion has a structure in which the gap is filled with the brush.

【0009】坑道掘削用エントランスパッキン装置は、
推進中、先端推進装置及び推進管の外周形状に密着する
ように屈曲した状態を維持する。しかし、当て板及びブ
ラシは金属製であるため、従来装置の場合のように、屈
曲した状態が続くと、推進工程終了後に取外した後もそ
のままの状態となり、元の形状に復元しなくなる。ま
た、ブラシに関しては、従来装置の場合、推進管との摩
擦等でかなりの量が抜け落ちてしまう。即ち、1回の使
用でほぼ全損になってしまう。
[0009] The entrance packing device for tunnel excavation includes:
During propulsion, the distal propulsion device and the propulsion pipe are maintained in a bent state so as to be in close contact with the outer peripheral shape. However, since the backing plate and the brush are made of metal, if the bent state continues as in the case of the conventional device, it remains in the same state after being removed after the propulsion process is completed, and the original shape is not restored. Further, in the case of the conventional device, a considerable amount of the brush falls off due to friction with the propulsion tube or the like. That is, almost all loss is caused by one use.

【0010】本発明の坑道掘削用エントランスパッキン
装置は分割型であり、従って、先端推進装置を挿入する
時にのみ使用するようにすることができ、これにより、
繰り返し使用することが可能になり、また、取外しの際
の作業性も向上する。
[0010] The entrance packing device for tunnel excavation of the present invention is of a split type, and therefore can be used only when the tip propulsion device is inserted.
It can be used repeatedly, and the workability at the time of removal is improved.

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

【図1】推進管を地中に挿入した状態を示す図である。FIG. 1 is a diagram showing a state where a propulsion pipe is inserted into the ground.

【図2】先端推進装置を地中に挿入した際におけるゴム
パッキンの屈曲状況を示す図である。
FIG. 2 is a diagram illustrating a bending state of a rubber packing when the tip propulsion device is inserted into the ground.

【図3】坑道掘削用エントランスパッキン装置をケーシ
ングから取外した状態を示す図である。
FIG. 3 is a view showing a state in which the entrance packing device for tunnel excavation is removed from a casing.

【図4】坑道掘削用エントランスパッキン装置を設置し
た状態を示す図である。
FIG. 4 is a view showing a state where an entrance packing device for tunnel excavation is installed.

【図5】本発明による坑道掘削用エントランスパッキン
装置を取外す状態を示す図である。
FIG. 5 is a view showing a state in which an entrance packing device for excavating a tunnel according to the present invention is removed.

【図6】本発明による坑道掘削用エントランスパッキン
装置を示す図である。
FIG. 6 is a view showing an entrance packing device for tunnel excavation according to the present invention.

【図7】本発明による坑道掘削用エントランスパッキン
装置の一部分解図である。
FIG. 7 is a partially exploded view of an entrance packing device for tunnel excavation according to the present invention.

【図8】ブラシの分割面を示す図である。FIG. 8 is a diagram showing a division surface of a brush.

【符号の説明】[Explanation of symbols]

1 推進管 2 シートパイル 3 環状ケーシング 4 ゴムパッキン 5 先端推進装置 6 隙間 7 坑道掘削用エントランスパッキン 8 ブラシ 9 ブラシホルダー 10 当て板 11、12 押さえ鋼板 13 ゴム 14 ベースプレート 15 ボルト 16 合わせ面 DESCRIPTION OF SYMBOLS 1 Propulsion pipe 2 Sheet pile 3 Annular casing 4 Rubber packing 5 Tip propulsion device 6 Clearance 7 Entrance packing for tunnel excavation 8 Brush 9 Brush holder 10 Backing plate 11, 12 Pressing steel plate 13 Rubber 14 Base plate 15 Bolt 16 Fitting surface

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 推進管及びシールド掘削機等の坑道掘削
管が挿入される坑内埋設口に配置され、前記坑道掘削管
の外周面を覆って前記埋設口からの泥水等の噴出を防止
するためのエントランスパッキン装置において、 該エントランスパッキン装置を取外しが可能になるよう
に2以上に分割し、取付け時には分割した各部分を固定
する機構を設けたことを特徴とする分割型坑道掘削管用
エントランスパッキン装置。
Claims: 1. An underground burial port into which a tunnel pipe such as a propulsion pipe and a shield drilling machine is inserted, for covering an outer peripheral surface of the tunnel tunnel and preventing ejection of muddy water and the like from the burial port. The entrance packing device according to any one of claims 1 to 3, wherein the entrance packing device is divided into two or more parts so that the entrance packing device can be removed, and a mechanism for fixing each of the divided parts at the time of mounting is provided. .
【請求項2】 分割した各部分の接合部をエントランス
パッキンの半径方向で凹凸形状とし、コーキング剤を塗
布して確実に密着させる構造としたことを特徴とする請
求項1に記載の分割型坑道掘削管用エントランスパッキ
ン装置。
2. The divided tunnel according to claim 1, wherein the junction of each of the divided portions is formed into a concave-convex shape in the radial direction of the entrance packing, and a caulking agent is applied to surely adhere to each other. Entrance packing device for drilling pipes.
JP9268395A 1997-10-01 1997-10-01 Entrance packing device for division type adit excavation pipe Pending JPH11107674A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9268395A JPH11107674A (en) 1997-10-01 1997-10-01 Entrance packing device for division type adit excavation pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9268395A JPH11107674A (en) 1997-10-01 1997-10-01 Entrance packing device for division type adit excavation pipe

Publications (1)

Publication Number Publication Date
JPH11107674A true JPH11107674A (en) 1999-04-20

Family

ID=17457886

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9268395A Pending JPH11107674A (en) 1997-10-01 1997-10-01 Entrance packing device for division type adit excavation pipe

Country Status (1)

Country Link
JP (1) JPH11107674A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010116735A (en) * 2008-11-13 2010-05-27 Fujita Corp Entrance for starting shield machine
JP2020014400A (en) * 2018-07-24 2020-01-30 株式会社クボタ Combine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010116735A (en) * 2008-11-13 2010-05-27 Fujita Corp Entrance for starting shield machine
JP2020014400A (en) * 2018-07-24 2020-01-30 株式会社クボタ Combine

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