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JPH063107B2 - How to install the starting and reaching part of the shaft for the propulsion method - Google Patents
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JPH063107B2 - How to install the starting and reaching part of the shaft for the propulsion method - Google Patents

How to install the starting and reaching part of the shaft for the propulsion method

Info

Publication number
JPH063107B2
JPH063107B2 JP10019686A JP10019686A JPH063107B2 JP H063107 B2 JPH063107 B2 JP H063107B2 JP 10019686 A JP10019686 A JP 10019686A JP 10019686 A JP10019686 A JP 10019686A JP H063107 B2 JPH063107 B2 JP H063107B2
Authority
JP
Japan
Prior art keywords
lid
support frame
valve box
gate valve
valve
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
JP10019686A
Other languages
Japanese (ja)
Other versions
JPS62258092A (en
Inventor
康裕 香河
衛 宮崎
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.)
KOPUROSU KK
SUMYOSHI JUKOGYO KK
Original Assignee
KOPUROSU KK
SUMYOSHI JUKOGYO KK
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 KOPUROSU KK, SUMYOSHI JUKOGYO KK filed Critical KOPUROSU KK
Priority to JP10019686A priority Critical patent/JPH063107B2/en
Publication of JPS62258092A publication Critical patent/JPS62258092A/en
Publication of JPH063107B2 publication Critical patent/JPH063107B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、地中において、上水道用鞘管,下水道管,
ケーブル用鞘管その他各種用途の管体を推進敷設する場
合に使用する発進または到達用立坑に、発進部または到
達部を設置する方法に関するものである。
[Detailed Description of the Invention] [Industrial field of application]
The present invention relates to a method for installing a starting part or a reaching part in a starting or reaching shaft used for propulsion laying a sheath for cables or other pipes for various purposes.

〔従来技術〕[Prior art]

従来、地中において管体を推進敷設する工法として、発
進用開口部を有する立坑と到達用開口部を有する立坑と
を地中に沈設し、発進用立坑内に設置した推進装置によ
り管体を前記発進用開口部から地中に推進して到達用立
坑における到達用開口部内に到達させる工法が知られて
いる。
Conventionally, as a method of laying a pipe body in the ground, a vertical shaft having a starting opening and a vertical shaft having a reaching opening are submerged in the ground, and a pipe is installed by a propulsion device installed in the starting vertical shaft. A construction method is known in which the starting opening is propelled into the ground to reach the inside of the reaching opening in the reaching shaft.

この工法を実施する場合、立坑の発進部付近あるいは到
達部付近の地盤が軟弱であると、立坑の開口部から立坑
内に土砂が侵入してくる。この対策として、地上に穿孔
兼薬液注入装置を設置し、その装置により地上から地中
の適当深さまで穿孔したのち地盤強化用薬液を注入して
いる。
When carrying out this method, if the ground near the starting part or the reaching part of the shaft is soft, earth and sand will enter the shaft through the opening of the shaft. As a countermeasure against this, a chemical liquid injection device is installed on the ground, and the device is used to perforate from the ground to an appropriate depth in the ground, and then the ground strengthening chemical liquid is injected.

しかし、前記従来の薬液注入方法の場合は、地上に穿孔
兼薬液注入装置を設置して穿孔および薬液注入作業を行
なうので、地上の立坑周囲に広い作業スペースを必要と
し、かつ立坑の発進用開口部あるいは到達用開口部の前
方地盤に限って薬液を確実に注入することは難しく、必
要場所以外にも薬液が注入されるので、薬液の無駄な消
費量が多く不経済である。また地盤に薬液を注入すると
地下水および地盤が汚染されるという問題がある。
However, in the case of the above-mentioned conventional chemical injection method, since the chemical injection device is installed on the ground to perform the perforation and the chemical injection work, a wide working space is required around the shaft on the ground and the opening for starting the shaft is used. It is difficult to reliably inject the chemical liquid only into the ground in front of the portion or the access opening, and since the chemical liquid is injected into a place other than the necessary place, wasteful consumption of the chemical liquid is large and it is uneconomical. In addition, there is a problem that the groundwater and the ground are contaminated when a chemical solution is injected into the ground.

〔発明の目的、構成〕[Object and Structure of Invention]

この発明は前述の問題を有利に解決できる推進工法用立
坑の発進到達部設置方法を提供することを目的とするも
のであって、地中に沈設された鋼製立坑1の内壁面にゲ
ート弁2の弁箱3の前部を固定し、前部に切り抜き用環
状カツタ4を取付けた回転移動部材5を、前記弁箱3の
後部に固定された蓋兼支持フレーム6により回転および
摺動自在に支承し、次にゲート弁2を開放すると共に弁
箱3および蓋兼支持フレーム6内に泥水圧を作用させた
状態で、回転移動部材5により環状カツタ4を回転させ
ながら前進して、その環状カツタ4により立坑1に開口
部7を穿設し、次に前記回転移動部材5,環状カツタ4
および切り抜き板体8を後退移動させてゲート弁2を閉
じたのち、蓋兼支持フレーム6内の泥水を排出し、次い
で蓋兼支持フレーム6を弁箱3から取外して、前記切り
抜き板体8を取出し、かつ回転移動部材5の前部に蓋保
持筒9とその内部に固定された非金属低強度材料の仮蓋
10とからなる仮蓋ユニツト11を取付けたのち、蓋兼
支持フレーム6を弁箱3の後部に固定し、次に弁箱3お
よび蓋兼支持フレーム6内に泥水圧を作用させると共に
ゲート弁2を開放した状態で、回転移動部材5により仮
蓋ユニツト11を前進させて立坑1の開口部7に嵌挿
し、次に弁箱3および蓋兼支持フレーム6内の泥水を排
出したのち、蓋保持筒9を立坑1に固定し、かつ前記ゲ
ート弁2,蓋兼支持フレーム6およびこれに付属する各
部分を撤去することを特徴とする推進工法用立坑の発進
到達部設置方法を第1発明とし、ゲート弁2の弁箱3の
前端部を締付バンド12の周囲方向の一部に設けられた開
口部13の周囲に固定して締付バンド付きゲート弁14
を構成し、その締付バンド付きゲート弁14を、地中に
沈設された鋼製立坑1内に挿入して前記締付バンド12に
より締付固定し、前部に切り抜き用環状カツタ4を取付
けた回転移動部材5を、前記弁箱3の後部に固定された
蓋兼支持フレーム6により回動および摺動自在に支承
し、次に前記ゲート弁2を開放すると共に弁箱3および
蓋兼支持フレーム6内に泥水圧を作用させた状態で、回
転移動部材5により切り抜き用環状カツタ4を回転させ
ながら前進して、その切り抜き用環状カツタ4により立
坑1に開口部7を穿設し、次に前記回転移動部材5,環
状カツタ4および切り抜き板体8を後退移動させてゲー
ト弁2を閉じたのち、蓋兼支持フレーム6内の泥水を排
除し、次いで蓋兼支持フレーム6を弁箱3から取外し
て、前記切り抜き板体8を取出し、かつ回転移動部材5
の前部に掘削用カツタ15を取付けたのち、蓋兼支持フ
レーム6を弁箱3の後部に固定し、次に弁箱3および蓋
兼支持フレーム6内に泥水圧を作用させると共にゲート
弁2を開放した状態で、回転移動部材5により掘削用カ
ツタ15を前進させて立坑1の開口部7の前方の地盤を
掘削し、次に回転移動部材5および掘削用カツタ15を
後退移動させてゲート弁2を閉じたのち、蓋兼支持フレ
ーム6内の泥水を排出し、次いで蓋兼支持フレーム6を
弁箱3から取外すと共に回転移動部材5から掘削用カツ
タ15を取外し、かつ回転移動部材5の前部に蓋保持筒
9とその内部に固定された非金属低強度材料の仮蓋10
とからなる仮蓋ユニツト11を取付けたのち、蓋兼支持
フレーム6を弁箱3の後部に固定し、次に弁箱3および
蓋兼支持フレーム6内に泥水圧を作用させると共にゲー
ト弁2を開放した状態で、回転移動部材5により仮蓋ユ
ニツト11を前進させて立坑1の開口部7に嵌挿し、次
に弁箱3および蓋兼支持フレーム6内の泥水を排出した
のち、蓋保持筒9を立坑1に固定し、かつ前記締付バン
ド付きゲート弁14,蓋兼支持フレーム6およびこれに
付属する各部分を撤去することを特徴とする推進工法用
立坑の発進到達部設置方法を第2発明とするものであ
る。
An object of the present invention is to provide a method for installing a starting and reaching part of a shaft for a propulsion method, which can advantageously solve the above-mentioned problems, and a gate valve is provided on an inner wall surface of a steel shaft 1 submerged in the ground. The rotation moving member 5 which fixes the front part of the valve box 3 of No. 2 and which has the annular cutter 4 for cutting attached to the front part can be freely rotated and slid by the lid / support frame 6 fixed to the rear part of the valve box 3. And then the gate valve 2 is opened and mud pressure is applied to the inside of the valve box 3 and the lid / support frame 6 while the annular moving member 5 is rotated to move forward, An opening 7 is formed in the vertical shaft 1 by the annular cutter 4, and then the rotary moving member 5 and the annular cutter 4 are formed.
Then, the cutout plate body 8 is moved backward to close the gate valve 2, the muddy water in the lid / support frame 6 is discharged, and then the lid / support frame 6 is removed from the valve box 3 to remove the cutout plate body 8. A temporary lid unit 11 consisting of a lid holding cylinder 9 and a temporary lid 10 made of a non-metallic low-strength material fixed inside the lid holding cylinder 9 is attached to the front of the rotation moving member 5, and then the lid / support frame 6 is opened. It is fixed to the rear part of the box 3, and then, while the mud pressure is applied to the valve box 3 and the lid / support frame 6 and the gate valve 2 is opened, the temporary moving unit 11 is advanced by the rotary moving member 5 to move the vertical shaft. After the muddy water in the valve box 3 and the lid / support frame 6 is drained, the lid holding cylinder 9 is fixed to the vertical shaft 1 and the gate valve 2, lid / support frame 6 And removing the parts attached to it A first invention is a method for installing a starting and reaching portion of a shaft for a propulsion method, and the front end portion of the valve box 3 of the gate valve 2 is provided around an opening 13 provided in a part of the fastening band 12 in the circumferential direction. Gate valve 14 with fixed and tightening band
The gate valve 14 with a tightening band is inserted into the steel shaft 1 that is sunk in the ground, and is tightened and fixed by the tightening band 12, and the cutout annular cutter 4 is attached to the front part. The rotation moving member 5 is rotatably and slidably supported by the lid / support frame 6 fixed to the rear portion of the valve box 3, and then the gate valve 2 is opened and the valve box 3 and the lid / support are supported. In a state where mud pressure is applied in the frame 6, the rotary moving member 5 rotates the cutting annular cutter 4 to move forward, and the cutting annular cutter 4 makes an opening 7 in the vertical shaft 1. After the rotary moving member 5, the annular cutter 4 and the cutout plate 8 are moved backward to close the gate valve 2, muddy water in the lid / support frame 6 is removed, and then the lid / support frame 6 is attached to the valve box 3. Remove from the cutout plate body Taken out, and rotational movement member 5
After attaching the excavating cutter 15 to the front part of the, the lid / support frame 6 is fixed to the rear part of the valve box 3, and then the mud pressure is applied to the inside of the valve box 3 and the cover / support frame 6 and the gate valve 2 The excavation cutter 15 is moved forward by the rotary moving member 5 to excavate the ground in front of the opening 7 of the shaft 1, and then the rotary moving member 5 and the excavating cutter 15 are moved backward to open the gate. After closing the valve 2, the muddy water in the lid / support frame 6 is discharged, then the lid / support frame 6 is removed from the valve box 3, the excavation cutter 15 is removed from the rotary moving member 5, and the rotary moving member 5 is removed. A lid holding cylinder 9 on the front and a temporary lid 10 made of a non-metallic low-strength material fixed inside the lid holding cylinder 9.
After attaching the temporary lid unit 11 consisting of and, the lid / support frame 6 is fixed to the rear part of the valve box 3, and then the mud pressure is applied to the inside of the valve box 3 and the lid / support frame 6 and the gate valve 2 is attached. In the opened state, the temporary moving unit 11 is moved forward by the rotation moving member 5 to be fitted into the opening 7 of the vertical shaft 1, and then the muddy water in the valve box 3 and the supporting / supporting frame 6 is discharged. 9 is fixed to the shaft 1 and the gate valve 14 with the tightening band, the lid / support frame 6 and the parts attached thereto are removed. 2 It is an invention.

〔実施例〕〔Example〕

次にこの発明を図示の例によって詳細に説明する。 The present invention will now be described in detail with reference to the illustrated example.

第10図および第11図はこの発明の実施例において用
いられる締付バンド付きゲート弁14を示すものであっ
て、両端にフランジ16を備えているほぼ半円状の一対
の鋼板製バンド構成部材17,18が、一部切欠円形を構
成するように配置され、かつ対向するフランジ16に設
けられた透孔にわたって締付用螺杆19が挿通され、そ
の螺杆19には、各フランジ16の表面に係合する締付
用ナット20および各フランジ16の裏面に係合する固
定用ナット21が螺合され、前記各バンド構成部材1
7,18と締付用ナット20および固定用ナット21を
螺合した締付用螺杆19とにより締付バンド12が構成
されている。
FIG. 10 and FIG. 11 show a gate valve 14 with a tightening band used in an embodiment of the present invention, which is a pair of substantially semicircular steel band members having flanges 16 at both ends. 17, 18 are arranged so as to form a partially notched circle, and a tightening screw rod 19 is inserted through a through hole provided in the opposing flange 16, and the screw rod 19 has a surface on which each flange 16 is attached. The tightening nut 20 to be engaged and the fixing nut 21 to be engaged with the back surface of each of the flanges 16 are screwed together, and each of the band component members 1 is
The tightening band 12 is constituted by 7, 18 and the tightening screw 20 in which the tightening nut 20 and the fixing nut 21 are screwed together.

一方のバンド構成部材17の中央部に円形の開口部13
が設けられ、液圧シリンダ22により昇降移動される弁
板23を備えているゲート弁2における弁箱3の前端部
には、前記一方のバンド構成部材17における開口部1
3を囲むように配置されて、バンド構成部材17の内面
に溶接により固着され、かつバンド構成部材17の外面
には開口部13を囲む環状溝24が設けられ、その環状
溝24にシール材25が嵌設され、さらに弁箱3の上部
に設けられた溶接用開口部26に、蓋27がボルト28
により着脱自在に取付けられ、また弁箱3の下部には開
閉弁29を備えている泥水注入排出管30が接続され、
前記締付バンド12とゲート弁2とこれに付属する各部
分とにより締付バンド付きゲート弁14が構成されてい
る。
A circular opening 13 is formed in the center of one of the band components 17.
At the front end portion of the valve box 3 in the gate valve 2 provided with the valve plate 23 that is moved up and down by the hydraulic cylinder 22.
3 is arranged so as to surround 3 and is fixed to the inner surface of the band component member 17 by welding, and an annular groove 24 surrounding the opening 13 is provided on the outer surface of the band component member 17, and the sealing material 25 is provided in the annular groove 24. Is fitted into the valve box 3, and a lid 27 is attached to a bolt 28 in a welding opening 26 provided in the upper portion of the valve box 3.
, And a muddy water injection / exhaust pipe 30 equipped with an on-off valve 29 is connected to the lower portion of the valve box 3.
The tightening band 12, the gate valve 2 and the respective parts attached thereto constitute a tightening band equipped gate valve 14.

第12図はこの発明の実施例において用いられる駆動ユ
ニット31を示すものであって、前端に連結用環状フラ
ンジ32を備えている箱状の蓋兼支持フレーム6の中央
部に中空の回転移動部材5が回動および摺動自在に嵌設
され、その回転移動部材5の後端部には従動歯車33が
固定され、かつ前後方向に延長する移動用液圧シリンダ
34におけるシリンダ35は、前記回転移動部材5およ
び従動歯車33に挿通されて軸受を介して相対的に回転
自在にかつ前後方向に移動しないように支承され、さら
に前後方向に延長するガイド部材36の前端部は蓋兼支持
フレーム6に固定され、前記シリンダ35の後端部に嵌
合係止された移動フレーム37は前記ガイド部材36に
対しスライド軸受を介して摺動自在に嵌挿され、前記移
動用液圧シリンダ34のピストン杆38の後端部とガイ
ド部材36の後端部とは連結部材39を介して連結され
ている。
FIG. 12 shows a drive unit 31 used in an embodiment of the present invention, in which a hollow rotary moving member is provided at the center of a box-shaped lid / support frame 6 having a connecting annular flange 32 at its front end. 5 is rotatably and slidably fitted, a driven gear 33 is fixed to the rear end portion of the rotation moving member 5, and the cylinder 35 in the moving hydraulic cylinder 34 extending in the front-rear direction is the rotating A front end portion of a guide member 36 which is inserted into the moving member 5 and the driven gear 33 and is rotatably supported via a bearing so as not to move in the front-rear direction, and further extends in the front-rear direction has a front end portion of the cover / support frame 6. A movable frame 37 fixed to the rear end portion of the cylinder 35 is slidably inserted into the guide member 36 via a slide bearing, and the movable hydraulic cylinder is moved. The rear end of the fourth piston rod 38 and the rear end portion of the guide member 36 are connected via a connecting member 39.

前記移動フレーム37に液圧モータからなる回転用駆動
装置40が固定され、その回転用駆動装置40の回転軸
に固定された駆動歯車41は前記従動歯車33に噛み合
わされ、かつ回転移動部材5の中央側部分の周囲には多
数のセンタドリル取付用ねじ孔42が設けられ、回転移
動部材5の前部にある取付用フランジ43には多数のね
じ孔44が設けられ、さらに前記蓋兼支持フレーム6の下
部には、開閉弁45を備えている泥水注入排出管46が
接続されている。
A rotation driving device 40 composed of a hydraulic motor is fixed to the moving frame 37, and a driving gear 41 fixed to a rotation shaft of the rotation driving device 40 is meshed with the driven gear 33 and the rotation moving member 5 is rotated. A large number of screw holes 42 for mounting a center drill are provided around the center side portion, a large number of screw holes 44 are formed in a mounting flange 43 on the front part of the rotary moving member 5, and the cover / support frame is also used. A muddy water injection / exhaust pipe 46 having an opening / closing valve 45 is connected to the lower part of 6.

第13図および第14図はこの発明の実施例において用
いられる板体係止片付きセンタドリル47を示すものであ
って、周囲に多数のボルト挿通孔を備えている取付板4
8の中央部にセンタドリル49が固定され、かつそのセ
ンタドリル49における中空ドリル軸50を直径方向の
両側にスリット51が設けられ、各スリット51内に
は、前方から後方に向かって中空ドリル軸50の周面か
ら離反するように傾斜する斜面52を有する板体係止片
53が配置され、その板体係止片53の前端部は中空ド
リル軸50に対し支軸54により枢着され、さらに前記
板体係止片53の後端部には中空ドリル軸50の内面に
係合するストッパ55が連設され、また各板体係止片5
3の後端部の間には押出用ばね56が介在されている。
13 and 14 show a center drill 47 with a plate locking piece used in an embodiment of the present invention, which is a mounting plate 4 having a large number of bolt insertion holes in its periphery.
A center drill 49 is fixed to the center of the hollow shaft 8, and the hollow drill shaft 50 of the center drill 49 is provided with slits 51 on both sides in the diametrical direction. A plate locking piece 53 having an inclined surface 52 inclined so as to be separated from the peripheral surface of 50 is arranged, and the front end of the plate locking piece 53 is pivotally attached to the hollow drill shaft 50 by a support shaft 54, Further, a stopper 55 that engages with the inner surface of the hollow drill shaft 50 is continuously provided at the rear end of the plate locking piece 53, and each plate locking piece 5
An extruding spring 56 is interposed between the rear end portions of the three.

第15図および第16図はこの発明の実施例において用
いられる仮蓋ユニット11を示すものであって、円形断
面の鋼製蓋保持筒9の前端部に内向きフランジ57が連
設され、その内向きフランジ57の内面にはゴム製止水
リング58の外周側部分と鋼製押えリング59とが順次
重合されてボルト60により固定され、かつ蓋保持筒9
の中間部の内周には、鋼製支承リング61が溶接により
固定され、蓋保持筒9の中間部外周には立坑の内壁面に
係合される環状突条62が一体に設けられ、さらに蓋保
持筒9内には、ゴム製止水リング58と鋼製支承リング
61との間において発泡コンクリートまたは硬質発泡ウ
レタン等の非金属低強度材料からなる仮蓋10が一体に
設けられている。
FIG. 15 and FIG. 16 show a temporary lid unit 11 used in an embodiment of the present invention, in which an inward flange 57 is continuously provided at the front end of a steel lid holding cylinder 9 having a circular cross section. On the inner surface of the inward flange 57, an outer peripheral side portion of a rubber water stop ring 58 and a steel pressing ring 59 are sequentially superposed and fixed by a bolt 60, and the lid holding cylinder 9
A steel bearing ring 61 is fixed to the inner periphery of the middle portion of the by welding, and an annular protrusion 62 engaged with the inner wall surface of the shaft is integrally provided on the outer periphery of the middle portion of the lid holding cylinder 9. In the lid holding cylinder 9, a temporary lid 10 made of a non-metallic low strength material such as foam concrete or hard foam urethane is integrally provided between the rubber water stop ring 58 and the steel bearing ring 61.

前記締付バンド付きゲート弁14,駆動ユニット31,
板体係止片付きセンタドリル47および仮蓋ユニット1
1等を使用して、立坑1に発進部または到達部を設置す
る場合は、まず第1図および第2図に示すように、地中
に沈設された鋼製立坑1内の所定レベルに、締付バンド
付きゲート弁14を挿入し、次いで各バンド構成部材1
7,18を立坑1の内壁面に押付けた状態で、締付用螺杆
19,締付用ナット20および固定用ナット21により
締付バンド付きゲート弁14を立坑1に締付固定する。
なお各バンド構成部材17,18を立坑1に押付ける場
合,固定用ナット21を弛緩した状態で、対向するフラ
ンジ16の間に介在させた液圧ジャッキにより押付けて
もよく、あるいは固定用ナット21を弛緩した状態で締
付用ナット20を回転して押付けてもよい。
The gate valve 14 with the tightening band, the drive unit 31,
Center drill 47 with plate locking piece and temporary lid unit 1
When installing a starting part or reaching part in the shaft 1 using 1 etc., first, as shown in FIGS. 1 and 2, at a predetermined level in the steel shaft 1 sunk in the ground, Insert the gate valve 14 with a tightening band, and then each band component 1
In the state where 7 and 18 are pressed against the inner wall surface of the shaft 1, the gate valve 14 with the tightening band is tightened and fixed to the shaft 1 by the tightening screw 19, the tightening nut 20 and the fixing nut 21.
When the band components 17 and 18 are pressed against the vertical shaft 1, the fixing nut 21 may be pressed in a relaxed state by a hydraulic jack interposed between the opposed flanges 16, or the fixing nut 21 may be pressed. The tightening nut 20 may be rotated and pressed in a loosened state.

次に板体係止片付きセンタドリル47を回転移動部材5
の前端中央にボルト63により固定すると共に、切り抜
き用環状カツタ4における内向きフランジを回転移動部
材5における取付用フランジ43にボルト64により固
定し、かつ移動用液圧シリンダ34を短縮させた状態
で、蓋兼支軸フレーム6の前端の環状フランジを弁箱3
の後端の環状フランジに対しボルト65により固定す
る。
Next, the center drill 47 with the plate locking piece is attached to the rotary movement member 5
In the state in which the inward flange of the cutout annular cutter 4 is fixed to the mounting flange 43 of the rotary moving member 5 by the bolt 64, and the moving hydraulic cylinder 34 is shortened, while being fixed to the center of the front end of the. , The annular flange on the front end of the lid / spindle frame 6 to the valve box 3
It is fixed by bolts 65 to the annular flange at the rear end.

次に第3図に示すように、ゲート弁2を開いて泥水注入
排出管30または泥水注入排出管46からベントナイト
泥水等の泥水を弁箱3および蓋兼支持フレーム6内に供
給して、その弁箱3および蓋兼支持フレーム6内に所定
の泥水圧を作用させ、次いで回転用駆動装置40を運転
して回転移動部材5とこれにより支持されている切り抜
き用環状カツタ4および板体係止片付きセンタドリル4
7とを回転させながら、移動用液圧シリンダ34を伸長
させて回転移動部材5,切り抜き用環状カツタ4および
板体係止片付きセンタドリル47を前進移動させてい
く。
Next, as shown in FIG. 3, the gate valve 2 is opened to supply muddy water such as bentonite muddy water into the valve box 3 and the lid / support frame 6 through the muddy water injection / exhaust pipe 30 or the muddy water injection / exhaust pipe 46, and A predetermined muddy water pressure is applied to the inside of the valve box 3 and the lid / support frame 6, and then the rotation driving device 40 is operated to rotate the rotary moving member 5, the cutout annular cutter 4 supported thereby, and the plate locking. Center drill with piece 4
While rotating 7 and 7, the moving hydraulic cylinder 34 is extended to move the rotation moving member 5, the cutting annular cutter 4 and the center drill 47 with a plate locking piece forward.

このようにすると、まずセンタドリル49により鋼製立
坑1の中心孔が穿設され、次いで切り抜き用環状カツタ
4により立坑1における発進部または到達部が切り抜か
れて開口部7が設けられ、かつセンタドリル49により
立坑1に穿設された中心孔を中空ドリル軸50が前進移
動するとき、その中心孔の孔縁により板体係止片53が
中空ドリル軸50内に押込まれ、次いで板体係止片53
が切り抜き板体8を通過すると、板体係止片53が押出
用ばね56により押圧されて中空ドリル軸50から突出
し、切り抜き板体8の全面に対向する。
In this way, the center drill 49 firstly pierces the central hole of the steel vertical shaft 1, and then the starting portion or the reaching portion of the vertical shaft 1 is cut out by the cutout annular cutter 4 to form the opening 7, and When the hollow drill shaft 50 moves forward through the center hole formed in the vertical shaft 1 by the drill 49, the plate engaging piece 53 is pushed into the hollow drill shaft 50 by the hole edge of the center hole, and then the plate member engagement. Stop piece 53
When passes through the cutout plate body 8, the plate body locking piece 53 is pressed by the pushing spring 56 to project from the hollow drill shaft 50, and faces the entire surface of the cutout plate body 8.

次に第4図に示すように、移動用液圧シリンダ34を短
縮させて、回転移動部材5.蓋兼支持フレーム4および
板体係止片付きセンタドリル47ならびに切り抜き板体
8を後退移動させたのち、ゲート弁2を閉じて蓋兼支持
フレーム6内の泥水を泥水注入排出管46から排出し、
次いで蓋兼支持フレーム6を弁箱3から取外したのち、
前記回転移動部材5から切り抜き用環状カツタ4および
板体係止片付きセンタドリル47を取外すと共に、切り
抜き板体8を板体係止片付きセンタドリル47から取外
す。
Next, as shown in FIG. 4, the moving hydraulic cylinder 34 is shortened to rotate the rotary moving member 5. After the lid / support frame 4, the center drill 47 with a plate locking piece and the cutout plate 8 are moved backward, the gate valve 2 is closed and the muddy water in the lid / support frame 6 is discharged from the muddy water injection / discharge pipe 46.
Next, after removing the lid / support frame 6 from the valve box 3,
The cutout annular cutter 4 and the center drill 47 with a plate locking piece are removed from the rotation moving member 5, and the cutout plate 8 is removed from the center drill 47 with a plate locking piece.

次に第5図に示すように、後端に取付用内向きフランジ
を備えている鋼製円筒体66とその内側に固定された掘
削刃67とからなる掘削用カツタ15を、回転移動部材
5における取付用フランジ43に対しボルトにより固定
したのち、再び蓋兼支持フレーム6の前端部を弁箱3の
後端部に連結し、次いで泥水注入排出管46から蓋兼支
持フレーム6内に泥水を供給し、かつゲート弁2を開放
する。
Next, as shown in FIG. 5, the excavating cutter 15 including a steel cylindrical body 66 having a mounting inward flange at the rear end and an excavating blade 67 fixed to the inside of the cylindrical excavator 15 is attached to the rotary moving member 5 After being fixed to the mounting flange 43 by bolts, the front end portion of the lid / support frame 6 is connected to the rear end portion of the valve box 3 again, and then muddy water is injected into the lid / support frame 6 from the muddy water injection / discharge pipe 46. Supply and open gate valve 2.

次に回転用駆動装置40を運転して回転移動部材5およ
び掘削用カツタ15を回転させながら、移動用液圧シリ
ンダ34を伸長させて回転移動部材5および掘削用カツ
タ15を前進移動させていく。このようにすると、立坑
1に設けられた開口部7の前方の地盤に泥水圧が加えら
れた状態で、その地盤が掘削用カツタ15により掘削さ
れて仮蓋押込用凹部が設けられる。
Next, the rotation driving device 40 is operated to rotate the rotary moving member 5 and the excavating cutter 15, while the moving hydraulic cylinder 34 is extended to move the rotary moving member 5 and the excavating cutter 15 forward. . By doing so, in a state in which mud pressure is applied to the ground in front of the opening 7 provided in the vertical shaft 1, the ground is excavated by the excavation cutter 15 and a temporary lid pushing recess is provided.

次に移動用液圧シリンダ34を短縮させて、回転移動部
材5および掘削用カツタ15を後退移動させたのち、ゲ
ート弁2を閉じて蓋兼支持フレーム6内の泥水を泥水注
入排出管46から排出し、次いで蓋兼支持フレーム6を
弁箱3から取出したのち、前記回転移動部材5から掘削
用カツタ15を取外す。
Next, the moving hydraulic cylinder 34 is shortened, the rotary moving member 5 and the excavating cutter 15 are moved backward, and then the gate valve 2 is closed to remove the muddy water in the lid / support frame 6 from the muddy water injection and discharge pipe 46. After discharging, and then taking out the lid / support frame 6 from the valve box 3, the excavating cutter 15 is removed from the rotary moving member 5.

次に第6図に示すように、回転移動部材5における取付
用フランジ43に対し保持筒68をボルトにより固定す
ると共に、その保持筒68に仮蓋ユニット11における
蓋保持筒9の後部を嵌合したのち、再び蓋兼支持フレー
ム6の前端部を弁箱3の後端部に連結し、次いで泥水注
入排出管46から蓋兼支持フレーム6内に泥水を供給
し、かつゲート弁2を開放する。
Next, as shown in FIG. 6, the holding cylinder 68 is fixed to the mounting flange 43 of the rotary moving member 5 with bolts, and the rear portion of the lid holding cylinder 9 of the temporary lid unit 11 is fitted into the holding cylinder 68. After that, the front end portion of the lid / support frame 6 is again connected to the rear end portion of the valve box 3, then muddy water is supplied from the muddy water injection / discharge pipe 46 into the lid / support frame 6, and the gate valve 2 is opened. .

次に第7図に示すように、移動用液圧シリンダ34を伸
長させて回転移動部材5および仮蓋ユニット11を前進
移動させて行き、その仮蓋ユニット11を立坑1の開口
部7に嵌挿すると共に、環状突条62を立坑1の内面に
押付ける。次いで弁箱3および蓋兼支持フレーム6内の
泥水を排出したのち、弁箱3の上部にある溶接用開口部
26の蓋27を取外す。
Next, as shown in FIG. 7, the moving hydraulic cylinder 34 is extended to move the rotation moving member 5 and the temporary lid unit 11 forward, and the temporary lid unit 11 is fitted into the opening 7 of the vertical shaft 1. At the same time as inserting, the annular projection 62 is pressed against the inner surface of the vertical shaft 1. Next, after draining the muddy water in the valve box 3 and the lid / support frame 6, the lid 27 of the welding opening 26 at the upper portion of the valve box 3 is removed.

次に前記溶接用開口部26から溶接棒を挿入して、蓋保
持筒9における環状突条62の上側部分と立坑1とを溶
接により結合したのち、前記蓋兼支持フレーム6を弁箱
3から取外して立坑内から撤去し、次いで締付バンド1
2の径を縮小させて、締付バンド付きゲート弁14を立
坑1内から撤去して第8図に示す状態にし、次に第9図
に示すように、環状突条62の全周を立坑1に溶接結合
したのち、環状突条62よりも立坑中心側に突出してい
る蓋保持筒9の後端部を溶断して除去する。
Next, a welding rod is inserted from the welding opening 26 to join the upper portion of the annular projection 62 of the lid holding cylinder 9 and the vertical shaft 1 by welding, and then the lid / support frame 6 is removed from the valve box 3. Remove and remove from the shaft, then tightening band 1
The diameter of 2 is reduced, and the gate valve 14 with the tightening band is removed from the shaft 1 to the state shown in FIG. 8, and as shown in FIG. After being welded to No. 1, the rear end portion of the lid holding cylinder 9 protruding toward the center of the shaft from the annular projection 62 is melted and removed.

前述のようにして設置した仮蓋ユニット11を推進用管
体の発進部として使用する場合は、まず第17図に示す
ように、立坑1内の底部に床コンクリート69を打設
し、その床コンクリート69が硬化したのち、その上に
載置されたレベル調整支持部材70の上に、推進用液圧
ジャッキ,複数の突張固定装置71および反力支承部材
72等を備えている管体埋設用推進装置73を吊り降ろ
して、前記突張固定装置71により管体埋設用推進装置
73のフレーム74を立坑1に固定する。
When the temporary lid unit 11 installed as described above is used as the starting portion of the propulsion pipe body, first, as shown in FIG. 17, a floor concrete 69 is placed at the bottom of the vertical shaft 1 and the floor concrete 69 is placed. After the concrete 69 is hardened, a tube body is provided with a hydraulic jack for propulsion, a plurality of thrust fixing devices 71, a reaction force bearing member 72, etc. on a level adjustment support member 70 placed on the concrete 69. The propulsion device 73 is suspended, and the frame 74 of the propulsion device 73 for burying the pipe body is fixed to the vertical shaft 1 by the thrust fixing device 71.

次に内部に液圧モータからなるカツタ駆動装置を備え、
かつそのカツタ駆動装置により回転される掘削用カツタ
75を前端に備えている先導推進管76を、前記管体埋
設用推進装置73にセットし、次いで前記掘削用カツタ
75を回転させながら、先導推進管76を前方に推進し
ていくことにより、前記掘削用カツタ75によって仮蓋
10に穿孔すると共に、第18図に示すように、その仮
蓋10を通って先導推進管76を地中に推進していく。
先導推進管76が所定ストローク推進されたのち、その
先導推進管76の後端に他の管体を接続して再び推進を
行ない、続いて管体を順次継ぎ足しして地中を推進して
いく。
Next, equipped with a cutter drive device consisting of a hydraulic motor,
And, the leading propulsion pipe 76 having the excavation cutter 75 rotated at its front end at the front end is set on the pipe body burying propulsion device 73, and then the leading propulsion is performed while rotating the excavation cutter 75. By propelling the pipe 76 forward, the excavating cutter 75 pierces the temporary lid 10 and, as shown in FIG. 18, propels the leading propulsion pipe 76 through the temporary lid 10 into the ground. I will do it.
After the leading propulsion pipe 76 has been propelled for a predetermined stroke, another pipe is connected to the rear end of the leading propulsion pipe 76 to perform propulsion again, and subsequently the pipes are sequentially added to propel the ground. .

なお管体埋設用推進装置73としては、特願昭60−1
77484号に示されているもの、あるいは公知の任意
構造のものを使用してもよい。
The propulsion device 73 for burying a pipe is disclosed in Japanese Patent Application No. 60-1.
Those shown in No. 77484 or those having a known arbitrary structure may be used.

この発明が実施する場合、立坑1の開口部の地盤が軟弱
含水地盤であるときは、掘削用カツタ15による掘削を
行なわないで、移動用液圧シリンダ34の押圧力により
仮蓋ユニット11を前記軟弱含水地盤に圧入し、また移
動用液圧シリンダ34の押圧力によって仮蓋ユニット1
1を圧入することが困難な含水地盤であるときは、前述
のように掘削用カツタ15により開口部7の前方の地盤
を掘削して凹部を設けてから移動用液圧シリンダ34によ
り仮蓋ユニット11を推進して開口部7および前記凹部
に挿入する。
In the case where the present invention is carried out, when the ground at the opening of the vertical shaft 1 is a soft water-containing ground, the temporary cover unit 11 is moved by the pressing force of the moving hydraulic cylinder 34 without excavating by the excavating cutter 15. The temporary lid unit 1 is press-fitted into the soft water-containing ground and is pressed by the hydraulic cylinder 34 for movement.
When it is difficult to press-fit 1 into the water-containing ground, as described above, the ground in front of the opening 7 is excavated by the excavation cutter 15 to form a recess, and then the moving hydraulic cylinder 34 is used to move the temporary lid unit. 11 is propelled into the opening 7 and the recess.

ゲート弁2における弁箱3の前部を立坑1に固定する手
段としては、例えば立坑1における弁箱取付予定位置の
周囲に、複数の保持金具を溶接等により固定しておき、
その保持金具に螺合したボルトにより弁箱3の前部のフ
ランジを立坑1に締付固定してもよい。
As means for fixing the front part of the valve box 3 in the gate valve 2 to the vertical shaft 1, for example, a plurality of holding metal fittings are fixed around the vertical box 1 in the vertical shaft 1 by welding or the like.
The front flange of the valve box 3 may be fastened and fixed to the vertical shaft 1 by a bolt screwed to the holding metal fitting.

この発明を実施する場合、仮蓋ユニット11における蓋
保持筒9の外周の環状突条62を省略してもよく、また
回転移動部材5を回転および移動させる手段としては、
図示以外の任意の手段を採用してもよい。
When carrying out the present invention, the annular projection 62 on the outer periphery of the lid holding cylinder 9 in the temporary lid unit 11 may be omitted, and as means for rotating and moving the rotation moving member 5,
Any means other than those shown may be adopted.

〔発明の効果〕〔The invention's effect〕

この発明によれば、地中に沈設された鋼製立坑1の内壁
面にゲート弁2の弁箱3の前部を固定し、前部に切り抜
き用環状カツタ4を取付けた回転移動部材5を、前記弁
箱3の後部に固定された蓋兼支持フレーム6により回転
および摺動自在に支承し、次にゲート弁2を開放すると
共に弁箱3および蓋兼支持フレーム6内に泥水圧を作用
させた状態で、回転移動部材5により環状カツタ4を回
転させながら前進して、その環状カツタ4により立坑1
に開口部7を穿設するので、発進部あるいは到達部の地
盤が軟弱含水地盤であっても、立坑1内に含水土砂類を
流入させることなく、立坑1に開口部7を設けることが
でき、かつ前記回転移動部材5,環状カツタ4および切
り抜き板体8を後退移動させてゲート弁2を閉じたの
ち、蓋兼支持フレーム6内の泥水を排出し、次いで蓋兼
支持フレーム6を弁箱3から取外して、前記切り抜き板
体8を取出し、かつ回転移動部材5の前部に蓋保持筒9
とその内部に固定された非金属低強度材料の仮蓋10と
からなる仮蓋ユニツト11を取付けたのち、蓋兼支持フ
レーム6を弁箱3の後部に固定し、次に弁箱3および蓋
兼支持フレーム6内に泥水圧を作用させると共にゲート
弁2を開放した状態で、回転移動部材5により仮蓋ユニ
ツト11を前進させて立坑1の開口部7に嵌挿し、次に
弁箱3および蓋兼支持フレーム6内の泥水を排出したの
ち、蓋保持筒9を立坑1に固定するので、立坑1内に含
水土砂類を流入させることなく、掘削用カツタ75によ
り容易に切削できる非金属低強度材料の仮蓋10を有す
る仮蓋ユニット11を立坑1の開口部7に容易に嵌挿固
定することができ、そのため薬注を行なうことなく推進
工法用立坑の発進部または到達部を設置できるので地下
水や地盤が汚染されるのを防止することができる。また
ゲート弁2の弁箱3の前端部を締付バンド12の周囲方
向の一部に設けられた開口部13の周囲に固定して締付
バンド付きゲート弁14を構成することにより、立坑1
に対するゲート弁2の固定および取外しを容易にかつ迅
速に行なうことができ、さらに立坑1に開口部7を設け
たのち、回転移動部材5の前部に掘削用カツタ15を固
定して、その掘削用カツタ15によ開口部7の前方の地
盤を掘削して凹部を設けておくことにより、比較的硬い
含水地盤であっても、前記仮蓋ユニット11を開口部7
からその地盤に容易に押込むことができる等の効果が得
られる。
According to the present invention, the rotary moving member 5 having the front part of the valve box 3 of the gate valve 2 fixed to the inner wall surface of the steel shaft 1 sunk in the ground and having the cutout annular cutter 4 attached to the front part thereof is provided. , Is rotatably and slidably supported by a lid / support frame 6 fixed to the rear portion of the valve box 3, and then the gate valve 2 is opened and a mud pressure is applied to the valve box 3 and the lid / support frame 6. In this state, the rotation moving member 5 rotates the annular cutter 4 to move forward, and the annular cutter 4 advances the shaft 1
Since the opening 7 is bored in the shaft 1, the opening 7 can be provided in the vertical shaft 1 without causing the water-containing earth and sand to flow into the vertical shaft 1 even if the ground at the starting part or the reaching part is a soft hydrous ground. Further, after the rotation moving member 5, the annular cutter 4 and the cutout plate 8 are moved backward to close the gate valve 2, muddy water in the lid / support frame 6 is discharged, and then the lid / support frame 6 is opened in the valve box. 3, the cut-out plate body 8 is taken out, and the lid holding cylinder 9 is attached to the front portion of the rotation moving member 5.
After mounting a temporary lid unit 11 consisting of a temporary lid 10 made of a non-metallic low strength material fixed therein, the lid / support frame 6 is fixed to the rear portion of the valve box 3, and then the valve box 3 and the lid are fixed. With the mud pressure acting on the dual-purpose support frame 6 and the gate valve 2 opened, the temporary moving unit 11 is moved forward by the rotary moving member 5 and fitted into the opening 7 of the vertical shaft 1, and then the valve box 3 and After the muddy water in the lid / support frame 6 is discharged, the lid holding cylinder 9 is fixed to the vertical shaft 1, so that the non-metallic low-cutting material that can be easily cut by the excavating cutter 75 does not flow the water-containing earth and sand into the vertical shaft 1. The temporary lid unit 11 having the temporary lid 10 made of a strong material can be easily fitted and fixed to the opening 7 of the vertical shaft 1, so that the starting portion or the reaching portion of the vertical shaft for propulsion method can be installed without performing chemical injection. Because groundwater and ground are contaminated That it can be prevented. Further, the front end of the valve box 3 of the gate valve 2 is fixed around the opening 13 provided in a part of the tightening band 12 in the circumferential direction to form the gate valve 14 with the tightening band, whereby the vertical shaft 1
The gate valve 2 can be fixed to and removed from the shaft easily and quickly. Further, after the opening 7 is provided in the vertical shaft 1, the excavation cutter 15 is fixed to the front part of the rotary moving member 5, and the excavation thereof is performed. By excavating the ground in front of the opening 7 with the cutting tool 15 to form a recess, the temporary lid unit 11 is opened in the opening 7 even if the ground is relatively hard.
Therefore, it is possible to obtain an effect that it can be easily pushed into the ground.

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

第1図ないし第16図はこの発明の実施例を示すもので
あって、第1図は鋼製立坑に開口部を穿設する準備を完
了した状態を示す縦断側面図、第2図はその一部横断平
面図、第3図は立坑に開口部を穿設している状態を示す
縦断側面図、第4図は板体係止片付きセンタドリルによ
り保持された切り抜き板体および切り抜き用環状カツタ
を後退移動させた状態を示す縦断側面図、第5図は回転
移動部材の前部に掘削用カツタを取付けた状態を示す縦
断側面図、第6図は回転移動部材の前部に仮蓋ユニット
を取付けた状態を示す縦断側面図、第7図は仮蓋ユニッ
トを立坑の開口部に嵌挿した状態を示す縦断側面図、第
8図は仮蓋ユニットを立坑に固定して発進到達部設置装
置を立坑から撤去した状態を示す縦断側面図、第9図は
仮蓋ユニットにおける蓋保持筒の全周を立坑に溶接結合
しかつその蓋保持筒の立坑内突出部分を溶断除去した状
態を示す縦断側面図である。 第10図はこの発明の実施例において用いられる締付バ
ンド付きゲート弁を示す縦断側面図、第11図はその一
部横断平面図、第12図はこの発明の実施例において用
いられる駆動ユニットを示す縦断側面図、第13図はこ
の発明の実施例において用いられる板体係止片付きセン
タドリルを示す一部縦断側面図、第14図はその縦断正
面図、第15図はこの発明の実施例において用いられる
仮蓋ユニツトの縦断側面図、第16図はその正面図であ
る。第17図は先導推進管の推進準備を完了した状態を
示す一部縦断側面図、第18図は先導推進管を推進して
いる状態を示す一部縦断側面図である。 図において、1は鋼製立坑、2はゲート弁、3は弁箱、
4は切り抜き用環状カツタ、5は回転移動部材、6は蓋
兼支持フレーム、7は開口部、8は切り抜き板体、9は
蓋保持筒、10は仮蓋、11は仮蓋ユニット、12は締付
バンド、13は開口部、14は締付バンド付きゲート
弁、15は掘削用カツタ、17および18は鋼製バンド
構成部材、19は締付用螺杆、20は締付用ナット、2
3は弁板、26は溶接用開口部、27は蓋、30は泥水
注入排出管、31は駆動ユニット、34は移動用液圧シ
リンダ、36はガイド部材、、37は移動フレーム、3
8はピストン杆、39は連結部材、40は回転用駆動装
置、46は泥水注入排出管、47は板体係止片付きセン
タドリル、49はセンタドリル、53は板体係止片、5
5はストッパ、56は押出用ばね、66は鋼製円筒体、
67は掘削刃である。
1 to 16 show an embodiment of the present invention, in which FIG. 1 is a vertical sectional side view showing a state in which preparation for drilling an opening in a steel shaft has been completed, and FIG. Partial cross-sectional plan view, FIG. 3 is a vertical cross-sectional side view showing a state in which an opening is formed in a vertical shaft, and FIG. 4 is a cutout plate body and an annular cutter for cuttingout held by a center drill with a plate body locking piece. Fig. 5 is a vertical sectional side view showing a state in which the excavator is moved backward, Fig. 5 is a vertical sectional side view showing a state in which an excavation cutter is attached to the front part of the rotary moving member, and Fig. 6 is a temporary lid unit on the front part of the rotary moving member. Fig. 7 is a vertical sectional side view showing a state in which the temporary lid unit is attached to the opening of the vertical shaft. Fig. 9 is a vertical side view showing the device removed from the shaft, and Fig. 9 shows the temporary lid unit. That is a vertical sectional side view showing a state in which the entire periphery was then welded to the vertical shaft and blowing removing vertical shaft within the projecting portion of the lid holding tube of the lid holding cylinder. FIG. 10 is a vertical sectional side view showing a gate valve with a tightening band used in an embodiment of the present invention, FIG. 11 is a partially transverse plan view thereof, and FIG. 12 shows a drive unit used in the embodiment of the present invention. FIG. 13 is a vertical sectional side view, FIG. 13 is a partial vertical sectional side view showing a center drill with a plate locking piece used in an embodiment of the present invention, FIG. 14 is a vertical sectional front view thereof, and FIG. 15 is an embodiment of the present invention. FIG. 16 is a vertical sectional side view of the temporary lid unit used in FIG. FIG. 17 is a partial vertical cross-sectional side view showing a state where the preparation for the leading propulsion pipe is completed, and FIG. 18 is a partial vertical side view showing the state where the leading propulsion pipe is being propelled. In the figure, 1 is a steel shaft, 2 is a gate valve, 3 is a valve box,
4 is an annular cutter for cutting out, 5 is a rotary moving member, 6 is a supporting and supporting frame, 7 is an opening, 8 is a cutout plate, 9 is a lid holding cylinder, 10 is a temporary lid, 11 is a temporary lid unit, 12 is a A tightening band, 13 is an opening, 14 is a gate valve with a tightening band, 15 is an excavating cutter, 17 and 18 are steel band components, 19 is a tightening rod, 20 is a tightening nut, 2
3 is a valve plate, 26 is a welding opening, 27 is a lid, 30 is a muddy water injection and discharge pipe, 31 is a drive unit, 34 is a hydraulic cylinder for movement, 36 is a guide member, 37 is a moving frame, 3
8 is a piston rod, 39 is a connecting member, 40 is a rotation driving device, 46 is a muddy water injection and discharge pipe, 47 is a center drill with a plate locking piece, 49 is a center drill, 53 is a plate locking piece, 5
5 is a stopper, 56 is an extrusion spring, 66 is a steel cylindrical body,
67 is a digging blade.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地中に沈設された鋼製立坑1の内壁面にゲ
ート弁2の弁箱3の前部を固定し、前部に切り抜き用環
状カツタ4を取付けた回転移動部材5を、前記弁箱3の
後部に固定された蓋兼支持フレーム6により回動および
摺動自在に支承し、次にゲート弁2を開放すると共に弁
箱3および蓋兼支持フレーム6内に泥水圧を作用させた
状態で、回転移動部材5により環状カツタ4を回転させ
ながら前進して、その環状カツタ4により立坑1に開口
部7を穿設し、次に前記回転移動部材5,環状カツタ4
および切り抜き板体8を後退移動させてゲート弁2を閉
じたのち、蓋兼支持フレーム6内の泥水を排出し、次い
で蓋兼支持フレーム6を弁箱3から取外して、前記切り
抜き板体8を取出し、かつ回転移動部材5の前部に蓋保
持筒9とその内部に固定された非金属低強度材料の仮蓋
10とからなる仮蓋ユニツト11を取付けたのち、蓋兼支
持フレーム6を弁箱3の後部に固定し、次に弁箱3およ
び蓋兼支持フレーム6内に泥水圧を作用させると共にゲ
ート弁2を開放した状態で、回転移動部材5により仮蓋
ユニツト11を前進させて立坑1の開口部7に嵌挿し、
次に弁箱3および蓋兼支持フレーム6内の泥水を排出し
たのち、蓋保持筒9を立坑1に固定し、かつ前記ゲート
弁2,蓋兼支持フレーム6およびこれに付属する各部分
を撤去することを特徴とする推進工法用立坑の発進到達
部設置方法。
1. A rotary moving member 5 having a front portion of a valve box 3 of a gate valve 2 fixed to an inner wall surface of a steel shaft 1 sunk in the ground, and a ring-shaped cutting cutter 4 attached to the front portion. It is rotatably and slidably supported by a lid / support frame 6 fixed to the rear portion of the valve box 3, and then the gate valve 2 is opened and muddy water pressure is applied to the valve box 3 and the lid / support frame 6. In this state, the rotation moving member 5 rotates the annular cutter 4 to move forward, the opening 7 is formed in the vertical shaft 1 by the annular cutter 4, and then the rotation moving member 5 and the annular cutter 4 are formed.
Then, the cutout plate body 8 is moved backward to close the gate valve 2, the muddy water in the lid / support frame 6 is discharged, and then the lid / support frame 6 is removed from the valve box 3 to remove the cutout plate body 8. After taking out and attaching the lid holding cylinder 9 and the temporary lid unit 11 consisting of the temporary lid 10 made of a non-metallic low strength material fixed inside the lid holding cylinder 9 to the front part of the rotary moving member 5, the lid / support frame 6 is opened. It is fixed to the rear part of the box 3, and then, while the mud pressure is applied to the valve box 3 and the lid / support frame 6 and the gate valve 2 is opened, the temporary moving unit 11 is advanced by the rotary moving member 5 to move the vertical shaft. 1 is inserted into the opening 7,
Next, after draining the muddy water in the valve box 3 and the lid / support frame 6, the lid holding cylinder 9 is fixed to the vertical shaft 1 and the gate valve 2, the lid / support frame 6 and the respective parts attached thereto are removed. A method for installing a starting and reaching part of a shaft for a propulsion method, characterized by:
【請求項2】ゲート弁2の弁箱3の前端部を締付バンド
12の周囲方向の一部に設けられた開口部13の周囲に
固定して締付バンド付きゲート弁14を構成し、その締
付バンド付きゲート弁14を、地中に沈設された鋼製立
坑1内に挿入して前記締付バンド12により締付固定
し、前部に切り抜き用環状カツタ4を取付けた回転移動
部材5を、前記弁箱3の後部に固定された蓋兼支持フレ
ーム6により回動および摺動自在に支承し、次に前記ゲ
ート弁2を開放すると共に弁箱3および蓋兼支持フレー
ム6内に泥水圧を作用させた状態で、回転移動部材5に
より切り抜き用環状カツタ4を回転させながら前進し
て、その切り抜き用環状カツタ4により立坑1に開口部
7を穿設し、次に前記回転移動部材5,環状カツタ4お
よび切り抜き板体8を後退移動させてゲート弁2を閉じ
たのち、蓋兼支持フレーム6内の泥水を排除し、次いで
蓋兼支持フレーム6を弁箱3から取外して、前記切り抜
き板体8を取出し、かつ回転移動部材5の前部に掘削用
カツタ15を取付けたのち、蓋兼支持フレーム6を弁箱
3の後部に固定し、次に弁箱3および蓋兼支持フレーム
6内に泥水圧を作用させると共にゲート弁2を開放した
状態で、回転移動部材5により掘削用カツタ15を前進
させて立坑1の開口部7の前方の地盤を掘削し、次に回
転移動部材5および掘削用カツタ15を後退移動させて
ゲート弁2を閉じたのち、蓋兼支持フレーム6内の泥水
を排出し、次いで蓋兼支持フレーム6を弁箱3から取外
すと共に回転移動部材5から掘削用カツタ15を取外
し、かつ回転移動部材5の前部に蓋保持筒9とその内部
に固定された非金属低強度材料の仮蓋10とからなる仮
蓋ユニツト11を取付けたのち、蓋兼支持フレーム6を
弁箱3の後部に固定し、次に弁箱3および蓋兼支持フレ
ーム6内に泥水圧を作用させると共にゲート弁2を開放
した状態で、回転移動部材5により仮蓋ユニツト11を
前進させて立坑1の開口部7に嵌挿し、次に弁箱3およ
び蓋兼支持フレーム6内の泥水を排出したのち、蓋保持
筒9を立坑1に固定し、かつ前記締付バンド付きゲート
弁14,蓋兼支持フレーム6およびこれに付属する各部
分を撤去することを特徴とする推進工法用立坑の発進到
達部設置方法。
2. A gate valve with a tightening band is constructed by fixing the front end of a valve box 3 of the gate valve 2 around an opening 13 provided in a part of the tightening band 12 in the circumferential direction. The rotary valve member having the tightening banded gate valve 14 inserted into the steel shaft 1 sunk in the ground, tightened and fixed by the tightening band 12, and the cutout annular cutter 4 attached to the front part. 5 is rotatably and slidably supported by a lid / support frame 6 fixed to the rear portion of the valve box 3, and then the gate valve 2 is opened and at the same time the valve box 3 and the lid / support frame 6 are supported. With the muddy water pressure applied, the rotary moving member 5 rotates the cutting annular cutter 4 to move forward, the cutting annular cutter 4 makes an opening 7 in the vertical shaft 1, and then the rotational movement is performed. The member 5, the annular cutter 4 and the cutout plate body 8 After retreating and closing the gate valve 2, muddy water in the lid / support frame 6 is removed, then the lid / support frame 6 is removed from the valve box 3, the cutout plate body 8 is taken out, and a rotary moving member is provided. After attaching the excavation cutter 15 to the front part of 5, the lid / support frame 6 is fixed to the rear part of the valve box 3, and then the mud pressure is applied to the valve box 3 and the cover / support frame 6 and the gate valve is operated. In the state where 2 is opened, the excavation cutter 15 is moved forward by the rotational movement member 5 to excavate the ground in front of the opening 7 of the shaft 1, and then the rotational movement member 5 and the excavation cutter 15 are moved backward. After closing the gate valve 2, the muddy water in the lid / support frame 6 is discharged, then the lid / support frame 6 is removed from the valve box 3, the excavation cutter 15 is removed from the rotary moving member 5, and the rotary moving member 5 is removed. Lid holding tube in front of After mounting a temporary lid unit 11 consisting of a temporary lid 10 made of a non-metallic low strength material fixed therein, the lid / support frame 6 is fixed to the rear portion of the valve box 3, and then the valve box 3 and the lid are fixed. With the mud pressure acting on the dual-purpose support frame 6 and the gate valve 2 opened, the temporary moving unit 11 is moved forward by the rotary moving member 5 and fitted into the opening 7 of the vertical shaft 1, and then the valve box 3 and After draining the muddy water in the lid / support frame 6, fix the lid holding cylinder 9 to the vertical shaft 1 and remove the gate valve 14 with the fastening band, the lid / support frame 6 and the respective parts attached thereto. The method for installing the starting and reaching part of the vertical shaft for propulsion method.
JP10019686A 1986-04-30 1986-04-30 How to install the starting and reaching part of the shaft for the propulsion method Expired - Lifetime JPH063107B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10019686A JPH063107B2 (en) 1986-04-30 1986-04-30 How to install the starting and reaching part of the shaft for the propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10019686A JPH063107B2 (en) 1986-04-30 1986-04-30 How to install the starting and reaching part of the shaft for the propulsion method

Publications (2)

Publication Number Publication Date
JPS62258092A JPS62258092A (en) 1987-11-10
JPH063107B2 true JPH063107B2 (en) 1994-01-12

Family

ID=14267548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10019686A Expired - Lifetime JPH063107B2 (en) 1986-04-30 1986-04-30 How to install the starting and reaching part of the shaft for the propulsion method

Country Status (1)

Country Link
JP (1) JPH063107B2 (en)

Also Published As

Publication number Publication date
JPS62258092A (en) 1987-11-10

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