JPH07986B2 - Reaction force support structure in inclined shaft excavator - Google Patents

Reaction force support structure in inclined shaft excavator

Info

Publication number
JPH07986B2
JPH07986B2 JP25976289A JP25976289A JPH07986B2 JP H07986 B2 JPH07986 B2 JP H07986B2 JP 25976289 A JP25976289 A JP 25976289A JP 25976289 A JP25976289 A JP 25976289A JP H07986 B2 JPH07986 B2 JP H07986B2
Authority
JP
Japan
Prior art keywords
excavator
inclined shaft
segment
reaction force
spacer member
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
JP25976289A
Other languages
Japanese (ja)
Other versions
JPH03122396A (en
Inventor
晃 尾嶋
武久 小池
守 小西
次郎 川辺
秋秀 阿久津
董 吉川
耕三 佐古井
一夫 藤岡
有孝 福田
和典 山中
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.)
Okumura Corp
Kawasaki Motors Ltd
Tokyo Electric Power Co Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
Okumura Corp
Kawasaki 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 Tokyo Electric Power Co Inc, Okumura Corp, Kawasaki Jukogyo KK filed Critical Tokyo Electric Power Co Inc
Priority to JP25976289A priority Critical patent/JPH07986B2/en
Publication of JPH03122396A publication Critical patent/JPH03122396A/en
Publication of JPH07986B2 publication Critical patent/JPH07986B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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〕 本発明は岩盤層に傾斜坑を掘削する斜坑掘削機におい
て、その推進反力の支持構造に関するものである。
Description: TECHNICAL FIELD The present invention relates to a structure for supporting a propulsion reaction force in an inclined shaft excavator for excavating an inclined shaft in a rock layer.

〔従来の技術〕[Conventional technology]

従来から、岩盤にトンネルを掘削する掘削機としてはト
ンネルボーリングマシンが広く知られている。
Conventionally, a tunnel boring machine has been widely known as an excavator for excavating a tunnel in rock.

このトンネルボーリングマシンは、前端に回転カッター
板を配設している前胴と、この前胴に後続する後胴とか
らなり、前胴と後胴とをスラストジャッキで連結すると
共にこれらの前後胴に径方向に伸縮するグリッパを設
け、後胴側のグリッパを拡径させてその外周面を掘削壁
面に押接させることにより、該グリッパを介して掘削壁
面に反力をとった状態で前胴を推進させながら掘削し、
一定長さの掘削後、該グリッパを縮径させる一方、前胴
側のグリッパを拡径させて掘削壁面に押し当て、この状
態でスラストジャッキを作動させて後胴を前進させ、こ
の作業を繰り返し行ってトンネルを掘削していくもので
ある。
This tunnel boring machine consists of a front body with a rotary cutter plate at the front end and a rear body that follows the front body.The front body and the rear body are connected by thrust jacks and the front and rear bodies are connected to each other. A gripper that expands and contracts in the radial direction is provided on the front body, and by expanding the diameter of the gripper on the rear body side and pressing the outer peripheral surface of the gripper against the wall surface of the excavation, the front body body is subjected to a reaction force on the wall surface of the excavation through the gripper. Excavating while promoting
After excavating a certain length, the diameter of the gripper is reduced, while the gripper on the front case side is expanded and pressed against the excavation wall surface.In this state, the thrust jack is operated to move the rear case forward, and this work is repeated. You go and excavate the tunnel.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら、このトンネルボーリングマシンを使用し
て急勾配を有する上向きの斜坑を掘削する場合、マシン
はその自重によって後退しようとし、グリッパによって
はその後退を阻止できない場合が生じる。
However, when the tunnel boring machine is used to excavate an upward slope with steep slopes, the machine tends to retract due to its own weight, and some grippers cannot prevent the retraction.

特に、岩盤が軟岩層である場合には、グリッパを拡径さ
せて掘削壁面に押接させても強固な圧着力が得られず、
マシンの後退が生じて極めて危険である。
In particular, when the bedrock is a soft rock layer, even if the gripper is expanded and pressed against the excavated wall surface, a strong crimping force cannot be obtained,
It is extremely dangerous because the machine will retreat.

本発明はこのような問題点を解消し、掘削機の後退を確
実に阻止しながら円滑な斜坑の掘削を可能にし得る斜坑
掘削機における反力支持構造を提供することを目的とす
るものである。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above problems and provide a reaction force support structure for an inclined shaft excavator that can smoothly excavate an inclined shaft while surely preventing the excavator from retracting. .

〔課題を解決するための手段〕[Means for Solving the Problems]

上記目的を達成するために本発明の斜坑掘削機における
反力支持構造は、斜坑掘削機の後方に、該掘削機により
掘削された坑壁の一定長さ部分の内周面にロックボルト
によって坑壁に締結されているセグメントが組立てられ
てあり、さらに、このセグメントと前記掘削機との間の
坑壁内面に沿って、掘削機に配設した複数本の推進ジャ
ッキに対応する複数のスペーサ部材を介在させているこ
とを特徴とするものである。
In order to achieve the above object, the reaction force support structure in the inclined shaft excavator of the present invention is provided with a rock bolt on the inner peripheral surface of a certain length portion of a shaft wall excavated by the excavator, behind the oblique shaft excavator. A segment fastened to the wall is assembled, and a plurality of spacer members corresponding to a plurality of propulsion jacks arranged on the excavator along the inner surface of the pit wall between the segment and the excavator. It is characterized by interposing.

このような反力支持構造において、上記スペーサ部材
を、坑方向に長尺な主部材と周方向に隣接する主部材間
を連結した継材とから構成すると共にこのスペーサ部材
の隣接する主部材の対向面内側に、坑壁に固定された回
転止部材を配設してこの回転止部材を主部材の内面に当
接させて回転を防止させるように構成することが望まし
い。
In such a reaction force support structure, the spacer member is composed of a main member that is elongated in the pit direction and a joint material that connects between main members that are adjacent in the circumferential direction, and the main members that are adjacent to this spacer member It is desirable to dispose a rotation stopping member fixed to the pit wall inside the facing surface and bring the rotation stopping member into contact with the inner surface of the main member to prevent rotation.

〔作用〕[Action]

斜坑掘削機は、スペーサ部材を介してその後方における
坑壁の所望長さ部分に固定したセグメントに反力を支持
させながら掘進する。
The inclined shaft excavator excavates while supporting a reaction force on a segment fixed to a desired length portion of a shaft wall behind the inclined shaft excavator via a spacer member.

セグメントはロックボルトによって坑壁に強固に固定さ
れているので、掘削機からの大きな反力を確実に支持す
ることができる。
Since the segment is firmly fixed to the mine wall by the lock bolt, it is possible to reliably support a large reaction force from the excavator.

さらに、スペーサ部材に掘削機に配設した複数本の推進
ジャッキに対応して配設されているから、掘進時におけ
る反力がスペーサ部材を介して直接的にセグメントに受
止され、円滑な推進が可能となる。
Further, since the spacer member is arranged corresponding to the plurality of propulsion jacks arranged on the excavator, the reaction force during excavation is directly received by the segment via the spacer member, and smooth propulsion is achieved. Is possible.

又、スペーサ部材は、坑方向に長尺な主部材と周方向に
隣接する主部材間を連結した継材とから構成しておくこ
とによって、座屈や軸方向荷重による変形が防止される
と共に坑壁に固定された回転止部材を配設し、この回転
部材を主部材の内面に当接可能に構成しておくことによ
ってスペーサ部材の回り止めが行え、その上、この回転
止部材とスペーサ部材とは縁切りされているから、スペ
ーサ部材は軸心方向に対する自由度を有して、掘削時の
推進力による弾性変形が許容され、スペーサ部材を破損
させる虞れがなくなる。
Further, the spacer member is composed of a main member that is long in the pit direction and a joint material that connects between main members that are adjacent in the circumferential direction, so that buckling and deformation due to axial load are prevented. By disposing a rotation stopping member fixed to the pit wall and allowing the rotation member to come into contact with the inner surface of the main member, the spacer member can be prevented from rotating, and in addition, the rotation stopping member and the spacer Since the edge of the spacer member is cut off from the member, the spacer member has a degree of freedom in the axial direction, elastic deformation due to the propulsive force during excavation is allowed, and the spacer member is not likely to be damaged.

〔実施例〕〔Example〕

本発明の実施例を図面について説明すると、(1)は斜
坑掘削機で、円筒形状の前胴(1a)と中胴(1b)及び後
胴(1c)とを直列に接続し、前胴(1a)内にその前端に
回転自在に配設したカッター板(2)の回転駆動機構を
配設していると共に後胴(1c)の前端部内周面に中胴
(1b)の後端を前後動自在に挿嵌し、さらに、前胴(1
a)と後胴(1c)間をスラストジャッキ(3)により連
結して該スラストジャッキ(3)の作動により前胴(1
a)の後端内周面に前端部を屈折自在に連結している中
胴(1b)を介して後胴(1c)を前胴(1a)に対し前後移
動可能に構成しているものである。
An embodiment of the present invention will be described with reference to the drawings. (1) is an inclined shaft excavator, in which a cylindrical front body (1a), a middle body (1b) and a rear body (1c) are connected in series to form a front body ( 1a) has a rotary drive mechanism for the cutter plate (2) rotatably arranged at its front end, and the rear end of the middle body (1b) is moved forward and backward on the inner peripheral surface of the front end of the rear body (1c). It is movably inserted, and the front body (1
The thrust jack (3) is connected between a) and the rear body (1c), and the front body (1) is activated by the operation of the thrust jack (3).
a) The rear body (1c) is configured to be movable back and forth with respect to the front body (1a) through the middle body (1b) that flexibly connects the front end portion to the inner peripheral surface of the rear end. is there.

又、前胴部(1a)と後胴部(1c)との周壁には、周方向
に適宜間隔毎に内部側から油圧シリンダーによって外周
面側に出没するグリッパ(4)(5)を夫々配設してあ
る。
Further, grippers (4) (5) protruding and retracting from the inner side to the outer peripheral surface side by a hydraulic cylinder are arranged on the peripheral walls of the front body portion (1a) and the rear body portion (1c) at appropriate intervals in the circumferential direction. It is set up.

(6)は斜坑掘削機(1)の後方において、この斜坑掘
削機(1)によって掘削された斜坑(a)の所望長さ部
分の坑壁に固着されているセグメントで、複数個の分割
セグメントを互いに密接させた状態にして周方向に組立
てゝ、該分割セグメントの適宜部分に穿設している注入
孔(21)からモルタル等を坑壁とセグメント間に充填す
ることにより坑壁内面に固定されてなるものであり、さ
らに、各分割セグメントには長尺なロックボルト(7)
の打込孔(図示せず)が穿設されていて、該打込孔を通
じて坑内から坑壁に向かって岩盤中に放射状に打込むこ
とによりこのセグメント(6)を坑壁に強固に固定させ
ているものである。
(6) is a segment fixed to the wall of the desired length portion of the inclined shaft (a) excavated by the inclined shaft excavator (1) at the rear of the inclined shaft excavator (1). Assemble in the circumferential direction in close contact with each other, and fix it to the inner surface of the mine wall by filling mortar and the like between the pit wall and the segment from the injection hole (21) formed in the appropriate portion of the divided segment. In addition, each divided segment has a long lock bolt (7).
Has a driving hole (not shown), and the segment (6) is firmly fixed to the mine wall by radially driving into the bedrock from the inside of the mine toward the mine wall through the driving hole. It is what

又、セグメント(6)は坑壁の全周面に亘って組立るこ
となく、第2図に示すようにその下周部の一部に分割セ
グメントが設けられていない間隔部(16)を形成し、こ
の間隔部(16)に掘削岩石排出用シュート(17)を長さ
方向に配設していると共にセグメント(6)の遊離端部
間を補強梁部材(18)によって一体に連結してある。
Further, the segment (6) is not assembled over the entire peripheral surface of the mine wall, and as shown in FIG. 2, a space (16) is formed in a part of the lower peripheral portion of which the divided segment is not provided. Then, the chute (17) for discharging rocks for excavation is arranged in the lengthwise direction in the space (16), and the free ends of the segments (6) are integrally connected by the reinforcing beam member (18). is there.

(8)は斜坑掘削機(1)の後端とセグメント(6)の
前端との間の坑内に坑壁内周面に沿って配設した複数の
スペーサ部材で、このスペーサ部材(8)は、第3図に
示すように、適宜幅と長さを有する中空長方形状の鋼製
主材(8a)と円弧状に彎曲した鋼製継材(8b)とを互い
に周方向に順次連結してリング状に組立てゝなるもので
ある。
(8) is a plurality of spacer members arranged along the inner peripheral surface of the mine wall in the mine between the rear end of the inclined shaft excavator (1) and the front end of the segment (6). As shown in FIG. 3, a hollow rectangular steel main material (8a) having an appropriate width and length and a steel joint material (8b) curved in an arc shape are sequentially connected to each other in the circumferential direction. It is a ring-shaped assembly.

主材(8a)は第4図に示すように、その両側端部を内方
に向かってやゝ屈曲させてあり、その屈曲部の前後面両
側端部には前後の主材(8a)(8a)同士を連結するため
の連結孔(9)を穿設した端面板(10)(11)が一体に
設けられていると共に前側端面板(10)に近接する両側
部には、継材(8b)の端面を当接させると共に該端面に
突設したボルト(12)を挿通させる孔(13)を穿設した
連結板片(14)が一体に固着してある。
As shown in FIG. 4, the main material (8a) has its both end portions bent slightly inward, and the front and rear main material (8a) ( 8a) are integrally provided with end face plates (10) and (11) having connection holes (9) for connecting them, and a splice material () is provided on both sides in the vicinity of the front end face plate (10). A connecting plate piece (14) having a hole (13) through which a bolt (12) projecting from the end face of (8b) abuts and a bolt (12) protruding from the end face is formed is integrally fixed.

このように主材(8a)と継材(8b)とからなるスペーサ
部材(8)は、その主材(8a)が斜坑掘削機(1)の後
胴部(1c)の内周面四方に配設した推進ジャッキ(15)
に対応させて円周上の四方に配設され、隣接する主材
(8a)(8a)間の対向側面の前端部間を継材(8b)によ
って連接すると共に下周部側に配設した主材(8a)(8
a)間は継材(8b)で連結することなく遊離端とし、そ
の間隔部に前記セグメント(6)側の間隔部(16)に配
設したシュート(17)に一連に連続するシュート(17)
を配設すると共にこれらの継材(8a)(8a)間を補強梁
部材(18)によって剛直に連結してある。
In this way, the spacer member (8) including the main material (8a) and the joint material (8b) has the main material (8a) on the four sides of the inner peripheral surface of the rear trunk portion (1c) of the inclined shaft excavator (1). Propulsion jack installed (15)
Corresponding to the above, they are arranged on four sides on the circumference, and the front end portions of the facing side surfaces of the adjacent main materials (8a) and (8a) are connected by the joint material (8b) and are arranged on the lower peripheral side. Main material (8a) (8
Between the a), the free ends are not connected by the joint material (8b), and the chute (17) continuous in series with the chute (17) arranged in the interval (16) on the segment (6) side is provided in the interval. )
And the joint members (8a) and (8a) are rigidly connected by a reinforcing beam member (18).

(19)は前記スペーサ部材(8)の主材(8a)(8a)の
対向側端面に当接若しくは近接状態にして該主材(8a)
の長さ方向に配設した回転止部材で、主材(8a)を受上
してスペーサ部材(8)の回り止めを行っているもので
ある。
(19) is brought into contact with or close to the facing side end faces of the main members (8a) and (8a) of the spacer member (8), and the main member (8a)
The rotation stopping member arranged in the length direction of the above-mentioned structure receives the main material (8a) to prevent the spacer member (8) from rotating.

この回転止部材(19)はロックボルト(20)によって坑
壁に固着されてあり、その外側面は主材(8a)と一体化
させることなく互いに摺動可能に分離させているもので
ある。
The anti-rotation member (19) is fixed to the mine wall by a lock bolt (20), and its outer surface is slidably separated from each other without being integrated with the main material (8a).

上記のように構成したセグメント(6)と直列に連結し
た複数個のスペーサ部材(8)とを介して斜坑掘削機
(1)の反力を支持しながら該斜坑掘削機(1)を斜め
上方に向かって掘進させるものであるが、この掘削機
(1)による斜坑(a)の掘削と共に上記セグメント
(6)及びスペーサ部材(8)の組立て、並びにその作
用を次に説明する。
The oblique excavator (1) is diagonally upward while supporting the reaction force of the oblique excavator (1) via the segment (6) configured as described above and a plurality of spacer members (8) connected in series. The excavation of the inclined shaft (a) by the excavator (1) and the assembling of the segment (6) and the spacer member (8) and the operation thereof will be described below.

斜坑掘削機(1)によって岩盤層からなる地盤中をその
下傾端側かから斜め上方に向かって掘削するには、後胴
(1c)に設けたグリッパ(5)を該後胴(1c)の外周面
から拡径方向に突出させて斜坑掘削機(1)により掘削
される坑壁内周面に圧着させる一方、前胴(1a)側に配
設されているグリッパ(4)を収縮させて坑壁内周面か
ら離間させた状態とし、この状態でカッター板(2)を
回転させると共にスラストジャッキ(3)を伸長させて
後胴(1c)側に反力を支持させながら前胴(1a)を推進
させ、岩盤を掘削する。
In order to excavate in the ground consisting of rock layers from the downward slope end side to the diagonally upper side by the inclined shaft excavator (1), the gripper (5) provided on the rear body (1c) is used for the rear body (1c). The outer peripheral surface of the shaft is expanded in the radial direction to be crimped to the inner peripheral surface of the mine wall excavated by the inclined shaft excavator (1), while the gripper (4) disposed on the front body (1a) side is contracted. The inner peripheral surface of the mine wall, and in this state the cutter plate (2) is rotated and the thrust jack (3) is extended to support the reaction force on the rear body (1c) side while the front body ( 1a) is propelled and the rock is excavated.

一定長さの斜坑が掘削されると、前胴(1a)側のグリッ
パ(4)を突出させて坑壁内周面に圧着させる一方、後
胴(1c)側のグリッパ(5)を収縮させて坑壁から離間
させ、しかるのち、スラストジャッキ(3)を収縮方向
に作動させることによって後胴(1c)を前胴(1a)側に
引き寄せる。その際、推進ジャッキ(15)を伸長させて
常に該推進ジャッキ(15)をスペーサ部材(8)に当接
させるようにする。
When an inclined shaft of a certain length is excavated, the gripper (4) on the front body (1a) side is projected and pressed against the inner peripheral surface of the mine wall, while the gripper (5) on the rear body (1c) side is contracted. The rear body (1c) is pulled toward the front body (1a) by operating the thrust jack (3) in the contracting direction. At this time, the propulsion jack (15) is extended so that the propulsion jack (15) is always in contact with the spacer member (8).

このような作動を繰り返し行って斜坑(a)を掘進して
いく一方、掘削される斜坑(a)の坑壁にセグメント
(6)とスペーサ部材(8)とを交互に所望長さ毎に組
立てゝいく。
While repeating such operations, the inclined shaft (a) is dug, while the segments (6) and the spacer members (8) are alternately assembled at desired lengths on the shaft wall of the inclined shaft (a) to be excavated. Go!

その組立は、まず、セグメント(6)を坑壁内周面に組
立てると共にロックボルト(7)によって岩盤に強固に
固定させ、このセグメント(6)の組立中は、該セグメ
ント(6)の前端面に反力を取りながら斜坑機(1)を
推進ジャッキ(15)の動作によって掘削に従って推進さ
せる。
In the assembly, first, the segment (6) is assembled on the inner peripheral surface of the mine wall and is firmly fixed to the rock mass by the lock bolt (7). During the assembly of the segment (6), the front end surface of the segment (6) is The inclined shaft machine (1) is propelled in accordance with the excavation by the operation of the propulsion jack (15) while taking a reaction force to.

必要な反力の支持が得られるようにセグメント(6)を
所望長さ組立てたのち、該セグメント(6)の前端面四
方にスペーサ部材(8)の主材(8a)の後端をボルトナ
ット等によって連結すると共に下部を残して隣接する主
材(8a)(8a)の前部対向面間を継材(8b)によって連
結する。この際、まず、スペーサ部材(8)の主材(8
a)をセグメント(6)に連結したのち、隣接する主材
(8a)(8a)の連結板片(14)(14)に継材(8b)の両
端に突設したボルト(12)を挿通してナットを螺締する
ことにより下部が遊離したリング状のスペーサ部材
(8)を組立てる。
After assembling the segment (6) to a desired length so as to obtain necessary reaction force support, the rear end of the main material (8a) of the spacer member (8) is attached to the four ends of the segment (6) by bolts and nuts. The front facing surfaces of the main materials (8a) and (8a) which are adjacent to each other except the lower part are connected by the joint material (8b). At this time, first, the main material (8
After connecting a) to the segment (6), insert bolts (12) protruding from both ends of the joint material (8b) into the connecting plate pieces (14) and (14) of the adjacent main materials (8a) and (8a). Then, the nut is screwed to assemble the ring-shaped spacer member (8) whose lower part is loose.

このスペーサ部材(8)の主材(8a)の前端面に斜坑掘
削機(1)の推進ジャッキ(15)を当接、支持させ、該
スペーサ部材(8)を介してセグメント(6)に反力を
支持させながら斜坑掘削機(1)を掘進させる。
The propulsion jack (15) of the inclined shaft excavator (1) is brought into contact with and supported by the front end surface of the main material (8a) of the spacer member (8), and the thrust jack (15) is opposed to the segment (6) via the spacer member (8). The inclined shaft excavator (1) is excavated while supporting the force.

スペーサ部材(8)の主材(8a)の長さに相当する斜坑
(a)の掘削が終わると、該スペーサ部材(8)の前端
に次のスペーサ部材(8)をそれらの端面板(10)(1
1)同士を接合せた状態にして連結孔(9)(9)間を
ボルトナットにより連接、固定することにより直列状態
に接続し、このスペーサ部材(8)(8)を介してセグ
メント(6)に反力を支持させながら掘削機(1)によ
り斜坑(a)を掘削する。なお、前記スペーサ部材
(8)の組立時においては、その組立部位の推進ジャッ
キ(15)を縮小させる。
When the excavation of the inclined shaft (a) corresponding to the length of the main material (8a) of the spacer member (8) is completed, the next spacer member (8) is attached to the end plate (10) at the front end of the spacer member (8). ) (1
1) The connection holes (9) and (9) are connected to each other in a connected state by bolts and nuts, and are connected in series by connecting them to each other in series, and the segments (6) are connected via the spacer members (8) and (8). ) Is used to excavate the inclined shaft (a) by the excavator (1). When assembling the spacer member (8), the propulsion jack (15) at the assembly site is reduced.

このようにスペーサ部材(8)(8)・・・(8)を斜
坑掘削機(1)による一定長さの斜坑掘削毎に継ぎ足し
てゆき、その掘削時における該斜坑掘削機(1)側から
の反力によって、一連に連結した主材(8a)に座屈が生
じようとするが、その発生を縦材(8b)によって阻止す
ると共に回転反力を回転止部材(19)によって受止す
る。
In this way, the spacer members (8), (8), ... (8) are added every time the inclined shaft excavator (1) excavates a certain length of the inclined shaft, and from the side of the inclined shaft excavator (1) during the excavation. The main member (8a) connected in series tries to buckle due to the reaction force of the vertical member (8b), and the rotation reaction force is received by the rotation stopping member (19). .

斜坑掘削機(1)がスペーサ部材(8)を介してセグメ
ント(6)に確実に支持させながら推進し得る長さのス
ペーサ部材(8)の組立後、再び、該スペーサ部材
(8)の前端側に掘削機(1)による斜坑(a)の掘削
に従って次のセグメント(6)を所望長さだけ組立て、
引き続いてスペーサ部材(8)を順次組立て、この作業
を繰り返し行って岩盤中に所定長さの上向き斜坑(a)
を掘削するものである。
After assembling the spacer member (8) of such a length that the inclined shaft excavator (1) can be propelled while surely supporting the segment (6) through the spacer member (8), the front end of the spacer member (8) is again provided. Assemble the next segment (6) to the desired length according to the excavation of the inclined shaft (a) by the excavator (1),
Subsequently, the spacer members (8) are sequentially assembled, and this work is repeated until the inclined shaft (a) of a predetermined length is placed in the bedrock.
Is to excavate.

なお、斜坑掘削機(1)内に取り込まれる掘削岩石(ず
り)は下方に向かって傾斜した一連のシュート(17)上
に排出され、該シュート(17)上を転動或いは摺動しな
がら斜坑(a)の下傾端まで搬出される。
The excavated rock (sludge) taken into the inclined shaft excavator (1) is discharged onto a series of chutes (17) inclined downward, and the inclined shaft is rolled or slid on the chutes (17). (A) It is carried out to the downward tilt end.

又、前後スペーサ部材(8)(8)の継材(8b)(8b)
間に露出する坑壁には、モルタル等の吹き付けによって
落石等が生じるのを防止する。
Also, splice materials (8b) (8b) for the front and rear spacer members (8) (8)
Prevent falling rocks and the like from mortar spraying on the exposed pit wall.

〔発明の効果〕〔The invention's effect〕

以上のように本発明の斜坑掘削機における反力支持構造
によれば、斜坑掘削機の後方に、該掘削機により掘削さ
れた坑壁の一定長さ部分の全周面にロックボルトによっ
て坑壁に締結されているセグメントが組立てられてあ
り、さらに、このセグメントと前記掘削機との間の坑壁
内面に沿って、掘削機に配設した複数本の推進ジャッキ
に対応する複数のスペーサ部材を介在させているので、
斜坑掘削機側の反力を、スペーサ部材を介してその後方
における坑壁の所望長さ部分に固定したセグメントに支
持させることができ、しかも、このセグメントはロック
ボルトによって坑壁に強固に固定されているので、掘削
機からの大きな反力を確実に支持させることができるも
のであり、従って上向きに大きな角度でもって斜坑を掘
削していく掘削機の後退を確実に阻止しながら安全に掘
進させることができるものである。
As described above, according to the reaction force support structure in the inclined shaft excavator of the present invention, behind the inclined shaft excavator, the shaft wall is excavated by the excavator by a rock bolt on the entire circumferential surface of a constant length portion of the shaft. The segment fastened to the excavator is assembled, and a plurality of spacer members corresponding to the plurality of propulsion jacks arranged on the excavator are provided along the inner surface of the pit wall between the segment and the excavator. Because it intervenes,
The reaction force on the inclined shaft excavator side can be supported by a segment fixed to a desired length portion of the downhole via a spacer member, and this segment is firmly fixed to the downhole by lock bolts. Therefore, it is possible to reliably support a large reaction force from the excavator, and therefore to excavate the inclined shaft at a large angle upwards. Is something that can be done.

さらに、スペーサ部材は簡単に組立てが行われて斜坑掘
削機による掘削作業能率を向上させることができると共
に材料費や設備費が安価について経済的であり、又、こ
のスぺーサ部材は掘削機に配設した複数本の推進ジャッ
キに対応して配設されているから、掘削時における反力
をスペーサ部材を介して直接的にセグメントに受止させ
ることができ、円滑な推進が可能となるものである。
Further, the spacer member can be easily assembled to improve the excavation work efficiency by the inclined shaft excavator, and it is economical in terms of material cost and equipment cost. Since it is arranged corresponding to the plural propulsion jacks arranged, the reaction force at the time of excavation can be directly received by the segment through the spacer member, which enables smooth propulsion. Is.

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

図面は本発明の実施例を示すもので、第1図は斜坑を掘
削している状態の簡略斜視図、第2図はセグメント部分
の拡大縦断正面図、第3図はスペーサ部材の拡大縦断正
面図、第4図はスペーサ部材の主材の斜視図である。 (1)…斜坑掘削機、(1a)…前胴、(1c)…後胴、
(2)…カッター板、(3)…スラストジャッキ、
(4)(5)…グリッパ、(6)…セグメント、(7)
…ロックボルト、(8)…スペーサ部材、(8a)…主
材、(8b)…継材、(15)…推進ジャッキ、(16)…間
隔部、(17)…シュート、(19)…回転止部材、(20)
…ロックボルト、(a)……斜坑。
The drawings show an embodiment of the present invention. FIG. 1 is a simplified perspective view of a state where an inclined shaft is being excavated, FIG. 2 is an enlarged vertical front view of a segment portion, and FIG. 3 is an enlarged vertical front view of a spacer member. 4 and 5 are perspective views of the main material of the spacer member. (1) ... Diagonal excavator, (1a) ... Front body, (1c) ... Rear body,
(2) ... Cutter plate, (3) ... Thrust jack,
(4) (5) ... Gripper, (6) ... Segment, (7)
... Lock bolt, (8) ... Spacer member, (8a) ... Main material, (8b) ... Joint material, (15) ... Propulsion jack, (16) ... Spacing part, (17) ... Chute, (19) ... Rotation Stop member, (20)
… Rock bolt, (a) …… Slope.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小池 武久 東京都千代田区内幸町1丁目1番3号 東 京電力株式会社建設部内 (72)発明者 小西 守 東京都港区元赤坂1丁目3番10号 株式会 社奥村組東京支店内 (72)発明者 川辺 次郎 東京都港区元赤坂1丁目3番10号 株式会 社奥村組東京支店内 (72)発明者 阿久津 秋秀 東京都港区元赤坂1丁目3番10号 株式会 社奥村組東京支店内 (72)発明者 吉川 董 東京都港区元赤坂1丁目3番10号 株式会 社奥村組東京支店内 (72)発明者 佐古井 耕三 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社神戸工場内 (72)発明者 藤岡 一夫 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社神戸工場内 (72)発明者 福田 有孝 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社神戸工場内 (72)発明者 山中 和典 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社神戸工場内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Takehisa Koike 1-3-1, Uchisaiwaicho, Chiyoda-ku, Tokyo Tokyo Electric Power Co., Inc. Construction Department (72) Mamoru Konishi 1-3-10 Moto-Akasaka, Minato-ku, Tokyo No. Stock Company Okumura Gumi Tokyo Branch (72) Inventor Jiro Kawabe 1-3-10 Moto-Akasaka, Minato-ku, Tokyo Stock Company Okumura Gumi Tokyo Branch (72) Inventor Akizu Akizu 1-chome Moto Akasaka 3, Minato-ku, Tokyo No. 10 Okumura Gumi Tokyo Branch (72) Inventor Tomo Yoshikawa 1-3-10 Moto Akasaka, Minato-ku, Tokyo Okumura Gumi Tokyo Branch (72) Inventor Kozo Sakoi Chuo-ku, Kobe City, Hyogo Prefecture 3-1-1 Higashikawasaki-cho Kawasaki Heavy Industries Ltd. Kobe Factory (72) Inventor Kazuo Fujioka 3-1-1 Higashikawasaki-cho Chuo-ku, Hyogo Prefecture Kawasaki Heavy Industries Ltd. Inside the company's Kobe factory (72) Inventor Aritaka Fukuda 3-1-1 Higashikawasaki-cho, Chuo-ku, Kobe-shi, Hyogo Inside Kawasaki Heavy Industries, Ltd.Kobe factory (72) Inventor Kazunori Yamanaka 3-chome, Higashi-kawasaki-cho, Chuo-ku, Kobe-shi, Hyogo No. 1 Kawasaki Heavy Industries Ltd. Kobe factory

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】斜坑掘削機の後方に、該掘削機により掘削
された坑壁の一定長さ部分の内周面にロックボルトによ
って坑壁に締結されているセグメントが組立てられてあ
り、さらに、このセグメントと前記掘削機との間の坑壁
内面に沿って、掘削機に配設した複数本の推進ジャッキ
に対応する複数のスペーサ部材を介在させていることを
特徴とする斜坑掘削機における反力支持構造。
1. A segment, which is fastened to a mine wall by a lock bolt, is assembled on the inner peripheral surface of a certain length portion of the mine wall excavated by the digging machine behind the inclined shaft excavator. Along the inner surface of the mine wall between the segment and the excavator, a plurality of spacer members corresponding to the plurality of propulsion jacks arranged in the excavator are interposed, and the anti-reverse of the oblique excavator is characterized. Force support structure.
【請求項2】上記スペーサ部材は、坑方向に長尺な主部
材と周方向に隣接する主部材間を連結した継材とからな
ることを特徴とする請求項記載の斜坑掘削機における
反力支持構造。
2. A reaction force in an inclined shaft excavator according to claim 1, wherein the spacer member is composed of a main member elongated in the pit direction and a joint material connecting main members adjacent in the circumferential direction. Support structure.
【請求項3】上記スペーサ部材は、主部材の側面に当接
して該スペーサ部材の回転を防止する、坑壁に固定した
回転止部材を有することを特徴とする請求項、記載
の斜坑掘削機における反力支持構造。
3. The inclined shaft excavator according to claim 1, wherein the spacer member has a rotation stop member fixed to a pit wall that abuts a side surface of the main member to prevent the spacer member from rotating. Reaction force support structure in.
JP25976289A 1989-10-04 1989-10-04 Reaction force support structure in inclined shaft excavator Expired - Fee Related JPH07986B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25976289A JPH07986B2 (en) 1989-10-04 1989-10-04 Reaction force support structure in inclined shaft excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25976289A JPH07986B2 (en) 1989-10-04 1989-10-04 Reaction force support structure in inclined shaft excavator

Publications (2)

Publication Number Publication Date
JPH03122396A JPH03122396A (en) 1991-05-24
JPH07986B2 true JPH07986B2 (en) 1995-01-11

Family

ID=17338610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25976289A Expired - Fee Related JPH07986B2 (en) 1989-10-04 1989-10-04 Reaction force support structure in inclined shaft excavator

Country Status (1)

Country Link
JP (1) JPH07986B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6030470B2 (en) * 2013-02-14 2016-11-24 株式会社熊谷組 Tunnel construction method
CN106437754B (en) * 2016-06-27 2019-12-03 中铁第四勘察设计院集团有限公司 The composite structure and its construction method of pipe-plate lining ring and anchor cable
CN116357328A (en) * 2023-03-31 2023-06-30 中国铁建重工集团股份有限公司 Retaining mechanism and heading machine
CN116556983B (en) * 2023-05-25 2024-02-06 上海勘测设计研究院有限公司 An electric slag discharging device for TBM excavation of inclined shafts in pumped storage power stations and its use method

Also Published As

Publication number Publication date
JPH03122396A (en) 1991-05-24

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