JPS633120B2 - - Google Patents
Info
- Publication number
- JPS633120B2 JPS633120B2 JP58101792A JP10179283A JPS633120B2 JP S633120 B2 JPS633120 B2 JP S633120B2 JP 58101792 A JP58101792 A JP 58101792A JP 10179283 A JP10179283 A JP 10179283A JP S633120 B2 JPS633120 B2 JP S633120B2
- Authority
- JP
- Japan
- Prior art keywords
- support beam
- boom
- rotating ring
- ring body
- segment
- 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
Links
- 230000003028 elevating effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】
本発明はシールド式トンネル機械におけるセグ
メントエレクタ装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a segment erector device in a shield type tunnel machine.
既設の一次セグメントaより構築されたトンネ
ル構造b内で、このトンネル構造bより大径のト
ンネル構造cを構築する拡大シールド工法が提唱
されている。 An expansion shield construction method has been proposed in which a tunnel structure c having a larger diameter than the tunnel structure b is constructed within a tunnel structure b constructed from an existing primary segment a.
この拡大シールドにおいては第1図および第2
図に示すようにトンネル構造b内にレールdを布
設し、このレールdに台車eを載せ、台車eにセ
グメントエレクタfを搭載し、台車eを走行させ
てセグメントエレクタfで二次セグメント(円周
セグメント)gの組み立てを行つていた。 In this enlarged shield, Figures 1 and 2
As shown in the figure, a rail d is laid in a tunnel structure b, a bogie e is placed on this rail d, a segment erector f is mounted on the bogie e, the bogie e is run, and a secondary segment (circle The circumferential segment) g was being assembled.
しかし、上記のような台車方式では枕木、レー
ルdを敷く必要があり、一次セグメントaの取外
し、二次セグメントgの組み立てに伴つてレール
dの延伸及び撤去が必要になつていたし、また台
車e等が障害物となつて部材の運搬、撤去及び掘
削土の搬出が円滑に行われず、作業性が悪くなつ
ていた。 However, in the above-mentioned bogie system, it was necessary to lay sleepers and rails d, and when the primary segment a was removed and the secondary segment g was assembled, the rail d had to be extended and removed. etc., were obstacles that made it difficult to transport and remove parts and carry out excavated soil, resulting in poor work efficiency.
本発明は、上記の事情に鑑みなされたものであ
つて、その目的とするところは、台車及びレール
を必要としないものとなり作業時のレールの延伸
及び撤去の必要をなくすことができるばかりかセ
グメントエレクタのシールド断面における占有面
積が小さくなつてスペースの有効利用ができしか
もセグメント径の変化に対応し易く汎用性があつ
て作業範囲が広くなるトンネル機械におけるセグ
メントエレクタ装置を提供することにある。 The present invention has been made in view of the above circumstances, and its purpose is to eliminate the need for carts and rails, eliminate the need for extending and removing rails during work, and also to eliminate the need for extending and removing rails during work. To provide a segment erector device for a tunnel machine, which reduces the occupied area in the shield cross section of the erector, allows effective use of space, and is easily adaptable to changes in segment diameter, has versatility, and widens the working range.
以下、本発明を第3図以下を参照して説明す
る。図面中1は一次セグメント2で構築されたト
ンネル構造である。このトンネル構造1の拡大シ
ールド部3をはさむ前後には支柱4,5が設置し
てあり、支柱4,5の左右には取付ブラケツト
6,7が取付けてある。支柱4,5間には前記取
付ブラケツト6,7に端部をピン部材8で連結し
て支持ビーム9が架設してある。この支持ビーム
9の断面は正四角形状になされている。支持ビー
ム9には前後方向すなわち、支持ビーム9の軸線
方向に摺動可能に移動体10が設けてある。 Hereinafter, the present invention will be explained with reference to FIG. 3 and subsequent figures. 1 in the drawing is a tunnel structure constructed of primary segments 2. Supports 4 and 5 are installed before and after the enlarged shield portion 3 of the tunnel structure 1, and mounting brackets 6 and 7 are attached to the left and right sides of the support supports 4 and 5, respectively. A support beam 9 is installed between the pillars 4 and 5 with its ends connected to the mounting brackets 6 and 7 with pin members 8. The cross section of this support beam 9 is made into a regular square shape. A movable body 10 is provided on the support beam 9 so as to be slidable in the front-rear direction, that is, in the axial direction of the support beam 9.
すなわち、移動体10は正四角形状の孔状部1
1を備えていて、孔状部11の各隅角部にはスラ
イド部材12が固設してあり、スライド部材12
が支持ビーム9の各隅角部に摺接している。支持
ビーム9の上面部には軸線方向に沿つてラツク部
材13が取付けてある。移動体10には走行モー
タ14が固設してあり、この走行モータ14のピ
ニオン15は前記ラツク部材13のラツク16に
噛合していてこれらで摺動体10の移動操作機構
17を構成している。 That is, the movable body 10 has a hole 1 having a regular square shape.
1, and a slide member 12 is fixedly installed at each corner of the hole-shaped portion 11.
are in sliding contact with each corner of the support beam 9. A rack member 13 is attached to the upper surface of the support beam 9 along the axial direction. A traveling motor 14 is fixedly installed on the moving body 10, and a pinion 15 of this traveling motor 14 meshes with a rack 16 of the rack member 13, and these constitute a moving operation mechanism 17 for the sliding body 10. .
移動体10には、支持ビーム9の中心Oを中心
とする円上に位置させて複数個のガイドローラ1
8が設けてある。 The movable body 10 has a plurality of guide rollers 1 located on a circle centered on the center O of the support beam 9.
8 is provided.
そして移動体10の外周方向には旋回リング体
19が設けてあり、旋回リング体19の内周両部
20に前記ガイドローラ18が接している。旋回
リング体19の側部には内歯のリングギヤ21が
固設してある。 A rotating ring body 19 is provided in the outer circumferential direction of the movable body 10, and the guide rollers 18 are in contact with both inner peripheral portions 20 of the rotating ring body 19. An internally toothed ring gear 21 is fixed to the side of the rotating ring body 19.
前記移動体10には支持ブラケツト22が固設
してあり、この支持ブラケツト22に旋回用モー
タ23が固設してあり、この旋回用モータ23の
ピニオン24は前記リングギヤ21に噛合してい
てこれらで旋回操作機構25を構成してある。 A support bracket 22 is fixed to the movable body 10, and a swing motor 23 is fixed to the support bracket 22. A pinion 24 of the swing motor 23 is meshed with the ring gear 21. A turning operation mechanism 25 is constructed.
旋回リング体19の外周部には取付ブラケツト
26が固設してあり、この取付ブラケツト26に
ブーム27の外ブーム体28の基端部がピン部材
29で連結してある。外ブーム体28には昇降ブ
ーム体30が昇降動可能に挿入してある。外ブー
ム体28には昇降シリンダ31の基部が連結して
あり、昇降シリンダ31のロツド32は昇降ブー
ム体30にピン部材33で取付けてある。 A mounting bracket 26 is fixed to the outer circumferential portion of the swing ring body 19, and a base end portion of an outer boom body 28 of a boom 27 is connected to this mounting bracket 26 by a pin member 29. A lifting boom body 30 is inserted into the outer boom body 28 so as to be movable up and down. A base of a lifting cylinder 31 is connected to the outer boom body 28, and a rod 32 of the lifting cylinder 31 is attached to the lifting boom body 30 with a pin member 33.
ブーム27の外ブーム体28にはブラケツト3
4が固設してある。 A bracket 3 is attached to the outer boom body 28 of the boom 27.
4 is permanently installed.
また、回転リング体19の外周部には保持ブラ
ケツト35が固設してあり、この保持ブラケツト
35に俯仰ジヤツキ36が揺動可能に取付けてあ
つて、俯仰ジヤツキ36のロツド37は前記ブラ
ケツト34にピン部材38で連結してある。 Further, a holding bracket 35 is fixed to the outer circumferential portion of the rotating ring body 19, and an elevation jack 36 is swingably attached to this holding bracket 35, and a rod 37 of the elevation jack 36 is attached to the bracket 34. They are connected by a pin member 38.
次に作動を説明する。 Next, the operation will be explained.
前記走行モータ14の回転駆動によつてピニオ
ン15、ラツク13を介して移動体10は支持ビ
ーム9上を移動する。 The movable body 10 is moved on the support beam 9 via the pinion 15 and the rack 13 by the rotation of the traveling motor 14.
また、旋回用モータ23の回転駆動によつてピ
ニオン24、リングギヤ21を介して旋回リング
体19は旋回する。 Further, the rotating ring body 19 is rotated via the pinion 24 and the ring gear 21 by the rotational drive of the rotating motor 23 .
また、俯仰ジヤツキ36の伸縮動によつてブー
ム27が第6図の矢印に示すように俯仰する。 Further, the boom 27 is raised and raised as shown by the arrow in FIG. 6 due to the expansion and contraction movement of the elevation jack 36.
更に、昇降シリンダ31の伸縮動によつてブー
ム27の昇降ブーム体28が昇降動する。 Furthermore, the elevating boom body 28 of the boom 27 moves up and down as the elevating cylinder 31 expands and contracts.
これらの運動の複合によつて既設の一次セグメ
ント2の撤去と二次セグメント38の組み立てを
行う。すなわち、一次セグメント2の撤去された
部分を手掘りによつて掘削し、拡大シールド37
を装着する。拡大シールド37前方の切羽を掘削
し拡大シールド37を前進させると共に前記ブー
ム27の昇降ブーム体30で二次セグメント38
を掘削部分に組み立て拡大トンネル構造39を構
築すると共に拡大シールド37内に位置する一次
セグメント2を撤去する。 By combining these movements, the existing primary segment 2 is removed and the secondary segment 38 is assembled. That is, the removed portion of the primary segment 2 is excavated by hand, and the enlarged shield 37 is
Attach. The face in front of the expansion shield 37 is excavated and the expansion shield 37 is advanced, and the secondary segment 38 is moved by the elevating boom body 30 of the boom 27.
is assembled into the excavated part to construct an expanded tunnel structure 39, and at the same time, the primary segment 2 located within the expanded shield 37 is removed.
本発明は以上詳述したように、トンネル構造1
内に互に離間されて設置された支柱4,5間に支
持ブーム9を架設し、支持ブーム9に、支持ビー
ム9の軸線方向に移動可能に移動体10を設ける
と共に移動体10に、この移動体10を移動させ
る移動操作機構17を設け、移動体10に、支持
ビーム9を中心に旋回する旋回リング体19を設
け、移動体10に、旋回リング体19の旋回を操
作する旋回操作機構25を設け、旋回リング体1
9に、セグメント部材の把持を行うブーム27を
揺動可能に取付け、旋回リング体19にブーム2
7の俯仰操作を行う俯仰ジヤツキ36を設けたこ
とを特徴とするトンネル機械におけるセグメント
エレクタ装置である。 As detailed above, the present invention provides a tunnel structure 1
A support boom 9 is installed between the supports 4 and 5 installed spaced apart from each other, and a movable body 10 is provided on the support boom 9 so as to be movable in the axial direction of the support beam 9. A movement operation mechanism 17 for moving the moving body 10 is provided, a turning ring body 19 for turning around the support beam 9 is provided for the moving body 10, and a turning operation mechanism for operating the turning of the turning ring body 19 for the moving body 10. 25 is provided, and the turning ring body 1
9, a boom 27 for gripping the segment member is swingably attached, and the boom 27 is attached to the rotating ring body 19.
This is a segment erector device for a tunnel machine characterized by being provided with an elevation jack 36 for performing elevation and elevation operations of 7.
したがつて、セグメントエレクタ装置は、台車
及びレールを必要としないものとなり、作業時の
レールの延伸及び撤去の必要をなくすことができ
るし、セグメントエレクタ装置のシールド断面に
おける占有面積が小さくなつてスペースの有効利
用ができる。 Therefore, the segment erector device does not require a trolley or rail, eliminating the need for rail extension and removal during work, and the area occupied by the segment erector device in the shield cross section is reduced, saving space. can be used effectively.
また支持ビーム9を中心にセグメントエレクタ
が作動するためにセグメント径の変化に対応し易
くなり、このためにセグメントエレクタ装置の汎
用性があつて作業範囲を広くすることができる。 In addition, since the segment erector operates around the support beam 9, it becomes easier to respond to changes in the segment diameter, thereby increasing the versatility of the segment erector device and making it possible to widen the working range.
第1図は従来のトンネル機械におけるセグメン
トエレクタ装置の側面図、第2図は第1図―
線に沿う断面図、第3図は本発明一実施例の斜視
図、第4図は同側面図、第5図は第4図方向か
らの矢視図、第6図は第4図―線に沿う断面
図、第7図は第4図―線に沿う断面図、第8
図は本発明一実施例の要部の正面図、第9図は第
8図―線に沿う断面図、第10図は第8図
―線に沿う断面図、第11図は第8図XI―XI線
に沿う断面図である。
4,5は支柱、9は支持ビーム、10は移動
体、19は旋回リング体、17は移動操作機構、
25は旋回操作機構、27はブーム、36は俯仰
ジヤツキ。
Figure 1 is a side view of the segment erector device in a conventional tunnel machine, and Figure 2 is the same as Figure 1.
3 is a perspective view of one embodiment of the present invention, FIG. 4 is a side view of the same, FIG. 5 is a view taken from the direction of FIG. 4, and FIG. 6 is a view taken along the line of FIG. Figure 7 is a cross-sectional view along the line of Figure 4, Figure 8 is a cross-sectional view along the line
9 is a sectional view taken along the line of FIG. 8, FIG. 10 is a sectional view taken along the line of FIG. 8, and FIG. 11 is a sectional view taken along the line of FIG. 8. - It is a cross-sectional view along the XI line. 4 and 5 are columns, 9 is a support beam, 10 is a moving body, 19 is a rotating ring body, 17 is a moving operation mechanism,
25 is a turning operation mechanism, 27 is a boom, and 36 is an elevation jack.
Claims (1)
た支柱4,5間に支持ビーム9を架設し、支持ビ
ーム9に、支持ビーム9の軸線方向に移動可能に
移動体10を設けると共に移動体10に、この移
動体10を移動させる移動操作機構17を設け、
移動体10に、支持ビーム9を中心に旋回する旋
回リング体19を設け、移動体10に、旋回リン
グ体19の旋回を操作する旋回操作機構25を設
け、旋回リング体19に、セグメント部材の把持
を行うブーム27を揺動可能に取付け、旋回リン
グ体19にブーム27の俯仰操作を行う俯仰ジヤ
ツキ36を設けたことを特徴とするトンネル機械
におけるセグメントエレクタ装置。1. A support beam 9 is installed between the support beams 4 and 5 installed spaced apart from each other in the tunnel structure 1, and a movable body 10 is provided on the support beam 9 so as to be movable in the axial direction of the support beam 9. 10 is provided with a movement operation mechanism 17 for moving this moving body 10,
The moving body 10 is provided with a rotating ring body 19 that rotates around the support beam 9, the moving body 10 is provided with a rotating operation mechanism 25 that operates the rotating ring body 19, and the rotating ring body 19 is provided with a rotating ring body 19 that rotates around the support beam 9. A segment erector device for a tunnel machine, characterized in that a boom 27 for gripping is swingably mounted, and an elevation jack 36 for raising and lowering the boom 27 is provided on a rotating ring body 19.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58101792A JPS59228600A (en) | 1983-06-09 | 1983-06-09 | Segment erector in tunnel machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58101792A JPS59228600A (en) | 1983-06-09 | 1983-06-09 | Segment erector in tunnel machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59228600A JPS59228600A (en) | 1984-12-21 |
JPS633120B2 true JPS633120B2 (en) | 1988-01-21 |
Family
ID=14310008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58101792A Granted JPS59228600A (en) | 1983-06-09 | 1983-06-09 | Segment erector in tunnel machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59228600A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6395800U (en) * | 1986-12-11 | 1988-06-21 | ||
JP6873662B2 (en) * | 2016-11-29 | 2021-05-19 | 川崎重工業株式会社 | Orbital shield excavator and orbital tunnel excavation method |
-
1983
- 1983-06-09 JP JP58101792A patent/JPS59228600A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS59228600A (en) | 1984-12-21 |
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