JPH0714477Y2 - Sediment intake device in shielded conduit - Google Patents

Sediment intake device in shielded conduit

Info

Publication number
JPH0714477Y2
JPH0714477Y2 JP40022390U JP40022390U JPH0714477Y2 JP H0714477 Y2 JPH0714477 Y2 JP H0714477Y2 JP 40022390 U JP40022390 U JP 40022390U JP 40022390 U JP40022390 U JP 40022390U JP H0714477 Y2 JPH0714477 Y2 JP H0714477Y2
Authority
JP
Japan
Prior art keywords
closing plate
earth
rotating shaft
casing
sediment
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 - Lifetime
Application number
JP40022390U
Other languages
Japanese (ja)
Other versions
JPH0489192U (en
Inventor
辰一 岡本
Original Assignee
株式会社岡本特殊土木
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 株式会社岡本特殊土木 filed Critical 株式会社岡本特殊土木
Priority to JP40022390U priority Critical patent/JPH0714477Y2/en
Publication of JPH0489192U publication Critical patent/JPH0489192U/ja
Application granted granted Critical
Publication of JPH0714477Y2 publication Critical patent/JPH0714477Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本案は小口径管推進工法における
シールド先導管の土砂取込装置に関するものである。
[Industrial field of application] The present invention relates to a device for taking in earth and sand in a shielded conduit in a small diameter pipe propulsion method.

【0002】[0002]

【従来の技術】従来の小口径管推進工法においてはカッ
ターヘッドから進入した土砂はオーガーによって排出さ
れるけれどもカッターヘッドから進入した水や泥水はオ
ーガーの螺旋に沿って流出し、そのため地中の水が切羽
からオーガーを経て坑外に排出され地盤沈下を生じるお
それがある。
2. Description of the Related Art In the conventional small-diameter pipe propulsion method, the earth and sand that enter from the cutter head are discharged by the auger, but the water and muddy water that enter from the cutter head flow out along the spiral of the auger. May be discharged from the face through the auger to the outside of the mine, causing subsidence.

【0003】そこでオーガーの回転軸をピンチ弁で押え
てケーシングを閉鎖する手段を講じるが、土砂に伴って
ピンチ弁を通過する泥水を抑制することは困難であっ
た。
Therefore, a means for closing the casing by pressing the rotary shaft of the auger with a pinch valve has been taken, but it was difficult to suppress the muddy water passing through the pinch valve due to the earth and sand.

【0004】[0004]

【考案が解決しようとする課題】本案は小口径管推進工
法において切羽からの湧水、泥水の急激な流入を抑制し
ながらシールド先導管に土砂を取込む土砂取込装置を得
ることを目的とする。
[PROBLEMS TO BE SOLVED BY THE INVENTION] The object of the present invention is to obtain a sediment capturing device for capturing sediment into a shielded conduit while suppressing a sudden inflow of spring water and mud from a face in a small diameter pipe propulsion method. To do.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
め本案は先端部にカッターヘッドを備え、該カッターヘ
ッドの面板にカッターを設け、該面板に回動軸の先端を
接続し、該回動軸の外周に土砂搬出用螺旋を設けてオー
ガーを形成し、該オーガーを先端開口ケーシング内に設
け、該ケーシングの先端開口部上側面に土砂取込用切欠
を設け、該切欠の一側縁に土砂取込案内スクレーパを突
設してなるシールド先導管において、上記ケーシングの
先端部回転閉鎖板を上記回動軸の外周に設け、該閉鎖板
の少くとも一部が該回動軸の中心線と斜交し、該閉鎖板
の一回転に伴い該閉鎖板と上記切欠との間に土砂取込口
を間歇開口させるよう形成したシールド先導管における
土砂取込装置上記閉鎖板の全部が上記中心線と斜交して
なる上記考案記載のシールド先導管における土砂取込装
置によって構成される。
In order to achieve the above object, the present invention provides a cutter head at the tip, a cutter is provided on a face plate of the cutter head, and a tip of a rotating shaft is connected to the face plate, An auger is formed by providing a spiral for loading and unloading sand on the outer periphery of the moving shaft, the auger is provided in a tip opening casing, and a notch for taking in sand is provided on the upper side surface of the tip opening of the casing, and one side edge of the notch In a shielded conduit formed by projecting a soil and sand intake guide scraper, a tip end rotary closing plate of the casing is provided on the outer periphery of the rotating shaft, and at least a part of the closing plate is the center of the rotating shaft. Sediment intake device in a shielded conduit formed so as to cross the line obliquely and open the sand intake port intermittently between the closing plate and the notch with one rotation of the closing plate. Description of the above-mentioned device that is oblique to the center line It constituted by sediment capture device in the shield lead pipe.

【0006】[0006]

【作用】従って回動軸3を回動させて面板4を回動さ
せ、シールド先導管5を押圧し面板4に設けたカッター
6によって切羽を掘削して地中を推進させる。
Therefore, the rotary shaft 3 is rotated to rotate the face plate 4, and the shield tip conduit 5 is pressed to excavate the face by the cutter 6 provided on the face plate 4 to propel the ground.

【0007】このようにすると土砂搬出用螺旋7がケー
シング1内で回動するから面板4からカッターヘッド8
内に進入した土砂は上記回転閉鎖板2に阻止され、一回
転毎に該閉鎖板2の一部2’が上記切欠5’との間に土
砂取込口5を開口するから該取込口5を経てケーシング
1内に入り上記螺旋7の回動によって後方に搬出され
る。
In this way, the earth and sand carrying spiral 7 rotates in the casing 1, so that the face plate 4 to the cutter head 8 are moved.
The earth and sand that has entered the inside is blocked by the rotary closing plate 2, and a part 2 ′ of the closing plate 2 opens the earth and sand intake port 5 between the cutout 5 ′ and the intake port every one rotation. After passing through 5, it enters the casing 1 and is carried out backward by the rotation of the spiral 7.

【0008】切羽からの湧水又は泥水は上記閉鎖板2に
よって止められ、該閉鎖板2の一回転毎に開口する土砂
取込口5からケーシング1内に土砂に伴って取入れられ
るためケーシング1内に急激に流入することはない。
The spring water or muddy water from the face is stopped by the closing plate 2 and is taken into the casing 1 along with the earth and sand from the earth and sand inlet 5 opened every one rotation of the closing plate 2, so that the inside of the casing 1 is closed. It does not flow rapidly into.

【0009】[0009]

【実施例】先端部に首振形カッターヘッド8を備え該ヘ
ッド8の先端の面板4に形成した溝内にディスクカッタ
ー6を遊動自在に枢支する。この面板4の内面中央部は
回動軸3の先端に接続され、該回動軸3の回動によって
面板4及びこれに接続する回動筒4’をベアリング9を
介して回動させる。勿論この回動筒4’は上記カッター
ヘッド8内に保持される。上記回動軸3の外周には土砂
搬出用螺旋7を設けてオーガー10を形成し、該オーガ
ー10を先端開口ケーシング1内に支持し、該ケーシン
グ1の先端開口部の上側面に土砂取込用切欠5’を形成
し、該切欠5’の一側縁に土砂取込案内スクレーパ11
を突設して小口径推進工法に用いるシールド先導管15
を形成する。
EXAMPLE A swing type cutter head 8 is provided at the tip end portion, and a disk cutter 6 is rotatably supported in a groove formed in a face plate 4 at the tip end of the head 8. The central portion of the inner surface of the face plate 4 is connected to the tip of the rotary shaft 3, and the rotary shaft 3 rotates the face plate 4 and the rotary cylinder 4 ′ connected thereto via a bearing 9. Of course, the rotating cylinder 4'is held in the cutter head 8. A sediment carrying spiral 7 is provided on the outer periphery of the rotating shaft 3 to form an auger 10, the auger 10 is supported in the tip opening casing 1, and the earth is taken into the upper surface of the tip opening portion of the casing 1. Forming a cutout 5 ', and at one side edge of the cutout 5', a sand and sand intake guide scraper 11
Shielded conduit 15 which is used for the small diameter propulsion method
To form.

【0010】上記ケーシング1の先端部には回転閉鎖板
2を上記回動軸3の外周に設け、該閉鎖板2の少くとも
一部2’を該回動軸3の中心線と斜交させるもので(図
4)、それによって該閉鎖板2の一回転に伴い上記一部
2’と上記切欠5’との間に土砂取込口5を間歇開口さ
せることができる。上記閉鎖板2は図1、図2、図3に
示すように全面を中心線と斜交させても差支えない。尚
図中12で示すものはカッターヘッド8の首振り用継
手、13は首振り用シリンダー、14はピンチ弁であ
る。
At the tip of the casing 1, a rotary closing plate 2 is provided on the outer circumference of the rotating shaft 3, and at least a part 2'of the closing plate 2 is obliquely intersected with the center line of the rotating shaft 3. (FIG. 4), whereby the earth and sand inlet 5 can be intermittently opened between the part 2 ′ and the notch 5 ′ with one rotation of the closing plate 2. As shown in FIG. 1, FIG. 2 and FIG. 3, the closing plate 2 may be diagonally crossed with the center line. Reference numeral 12 in the figure denotes a swing joint of the cutter head 8, 13 is a swing cylinder, and 14 is a pinch valve.

【0011】[0011]

【考案の効果】本案は上述のように構成したので切羽か
らの湧水、泥水が激しい場合にこれを上記閉鎖板2によ
って阻止し得て、該湧水又は泥水がオーガー10の上記
螺旋7に沿って流出するおそれがなく、地下水の流出に
基く地盤沈下を防止し得て安全に小口径推進を行い得る
便益がある。
Since the present invention is constructed as described above, when the spring water or muddy water from the face is severe, it can be blocked by the closing plate 2, and the spring water or muddy water is transferred to the spiral 7 of the auger 10. There is no danger of spillage along the ground, there is a benefit that ground subsidence due to groundwater spillage can be prevented, and small-diameter propulsion can be performed safely.

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

【図1】本案のシールド先導管における土砂取込装置を
示す側面図である。
FIG. 1 is a side view showing a sediment capturing device in a shielded conduit of the present invention.

【図2】上記回転閉鎖板によるケーシング閉鎖状態の側
面図である。
FIG. 2 is a side view of a casing closed state by the rotary closing plate.

【図3】土砂取込口の開口状態の側面図である。FIG. 3 is a side view showing an open state of the earth and sand inlet.

【図4】図3の他の実施例の側面図である。FIG. 4 is a side view of another embodiment of FIG.

【図5】図3の斜視図である。FIG. 5 is a perspective view of FIG.

【符号の説明】[Explanation of symbols]

1 先端開口ケーシング 2 先端回転閉鎖板 2’ 一部 3 回動軸 5’ 土砂取込用切欠 5 土砂取込口 DESCRIPTION OF SYMBOLS 1 Tip opening casing 2 Tip rotation closing plate 2'Part 3 Rotating shaft 5'Notch for earth and sand intake 5 Earth and sand intake

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 先端部にカッターヘッドを備え、該カッ
ターヘッドの面板にカッターを設け、該面板に回動軸の
先端を接続し、該回動軸の外周に土砂搬出用螺旋を設け
てオーガーを形成し、該オーガーを先端開口ケーシング
内に設け、該ケーシングの先端開口部上側面に土砂取込
用切欠を設け、該切欠の一側縁に土砂取込案内スクレー
パを突設してなるシールド先導管において、上記ケーシ
ングの先端部回転閉鎖板を上記回動軸の外周に設け、該
閉鎖板の少くとも一部が該回動軸の中心線と斜交し、該
閉鎖板の一回転に伴い該閉鎖板と上記切欠との間に土砂
取込口を間歇開口させるよう形成したシールド先導管に
おける土砂取込装置。
1. An auger provided with a cutter head at a tip end thereof, a cutter provided on a face plate of the cutter head, a tip end of a rotating shaft being connected to the face plate, and a sediment carrying spiral provided on an outer periphery of the rotating shaft. A shield formed by forming the auger in a tip opening casing, providing a notch for taking in sediment on the upper side surface of the tip opening of the casing, and projecting a sediment taking-in scraper at one side edge of the notch. In the front conduit, a tip end rotary closing plate of the casing is provided on the outer periphery of the rotating shaft, and at least a part of the closing plate obliquely intersects the center line of the rotating shaft so that the closing plate can rotate once. Accordingly, the earth and sand intake device in the shielded conduit formed so as to intermittently open the earth and sand intake between the closing plate and the notch.
【請求項2】 上記閉鎖板の全部が上記中心線と斜交し
てなる請求項(1) 記載のシールド先導管における土砂取
込装置。
2. The earth and sand intake device for a shielded conduit according to claim 1, wherein all of the closing plates are obliquely intersected with the center line.
JP40022390U 1990-12-07 1990-12-07 Sediment intake device in shielded conduit Expired - Lifetime JPH0714477Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP40022390U JPH0714477Y2 (en) 1990-12-07 1990-12-07 Sediment intake device in shielded conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP40022390U JPH0714477Y2 (en) 1990-12-07 1990-12-07 Sediment intake device in shielded conduit

Publications (2)

Publication Number Publication Date
JPH0489192U JPH0489192U (en) 1992-08-04
JPH0714477Y2 true JPH0714477Y2 (en) 1995-04-10

Family

ID=31878500

Family Applications (1)

Application Number Title Priority Date Filing Date
JP40022390U Expired - Lifetime JPH0714477Y2 (en) 1990-12-07 1990-12-07 Sediment intake device in shielded conduit

Country Status (1)

Country Link
JP (1) JPH0714477Y2 (en)

Also Published As

Publication number Publication date
JPH0489192U (en) 1992-08-04

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