JP2581167B2 - Segment perfect circle holding device - Google Patents

Segment perfect circle holding device

Info

Publication number
JP2581167B2
JP2581167B2 JP63149858A JP14985888A JP2581167B2 JP 2581167 B2 JP2581167 B2 JP 2581167B2 JP 63149858 A JP63149858 A JP 63149858A JP 14985888 A JP14985888 A JP 14985888A JP 2581167 B2 JP2581167 B2 JP 2581167B2
Authority
JP
Japan
Prior art keywords
segment
perfect circle
cross beam
support member
perfect
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
JP63149858A
Other languages
Japanese (ja)
Other versions
JPH01318692A (en
Inventor
隆三郎 大塚
啓二 前田
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.)
IHI Corp
Original Assignee
IHI Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by IHI Corp filed Critical IHI Corp
Priority to JP63149858A priority Critical patent/JP2581167B2/en
Publication of JPH01318692A publication Critical patent/JPH01318692A/en
Application granted granted Critical
Publication of JP2581167B2 publication Critical patent/JP2581167B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は上下方向に少なくとも二段に配列される地下
通路用のセグメントの真円保持装置に関するものであ
る。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for holding a segment of an underground passage in a circular shape, which is vertically arranged in at least two stages.

[従来の技術] 従来の単穴式のシールド掘進機は土圧式シールド、泥
水加圧式シールド、手掘り、半機械掘り、機械掘り式シ
ールド等種々の型式のものがあるが、いずれも新らしく
組み立てたばかりのセグメントは周囲の地盤が地盤固化
剤により固化される迄は土圧により偏平に変形してしま
う。
[Prior art] There are various types of conventional single-hole shield excavators, such as earth pressure shields, mud pressurized shields, hand digging, semi-mechanical digging, and mechanical digging shields, all of which are newly assembled. The fresh segment is deformed flat by the earth pressure until the surrounding ground is solidified by the ground solidifying agent.

セグメントの真円性を欠くと、次のセグメントの組立
ができず、又計算上の強度が得られない等種々の問題が
生ずる。
If the roundness of a segment is lacking, various problems occur, such as the inability to assemble the next segment and obtaining a calculated strength.

そこで、従来のシールド掘進機は第5図及び第6図に
示すように後部に真円保持装置aを備え、新らしく組み
立てたセグメントbの上頂部と下頂部に弧状の支持部材
c,dを当接し、該支持部材c,d間に配置した真円保持ジャ
ッキe,fにより拡開方向に押し付けて、周囲の地盤が固
まるまでセグメントbの真円保持をしている。
Therefore, the conventional shield machine has a perfect circle holding device a at the rear as shown in FIGS. 5 and 6, and an arc-shaped support member at the top and bottom of the newly assembled segment b.
The segments b and c are brought into contact with each other, and are pressed in the expanding direction by the perfect circular holding jacks e and f arranged between the support members c and d, thereby maintaining the perfect circle of the segment b until the surrounding ground is solidified.

[発明が解決しようとする課題] しかし、近年の都市における地下鉄の普及は著しいも
のがある半面、地下鉄等は地下権を侵害するため私有地
では補償する必要があることから、公道の下を通すのが
通常である。複線の地下鉄を平行に走らせる場合、片線
各約7m及び中間に約7m合計約21mの幅が必要となるの
で、道幅の広に幹線道路の下が選ばれる。
[Problems to be Solved by the Invention] However, in recent years there has been a remarkable spread of subways in cities, but since subways etc. infringe underground rights and need to be compensated on private land, it is necessary to pass under public roads. Is normal. If a subway with multiple tracks runs in parallel, a width of about 7 m on each side and a total of about 7 m in the middle is required, so a total width of about 21 m is required.

しかしながら、これでは地下鉄の経路が道幅の広い道
路の有無によって決定的に影響されてしまう。
However, in this case, the route of the subway is critically influenced by the presence or absence of a wide road.

そこで、単穴を上下方向に配列することに想到した。
本発明は上下方向に複数のトンネルを掘削する際の、上
下セグメントの真円性を保持し得るようにすることを目
的としてなしたものである。
Then, they came up with the idea of arranging the single holes in the vertical direction.
It is an object of the present invention to maintain the roundness of upper and lower segments when excavating a plurality of tunnels in a vertical direction.

[課題を解決するための手段] 本発明は不連続環状に組み立てたセグメントを不連続
部で接するよう上下方向に配置し、該不連続部に横梁を
渡し、円弧状曲面を外側に有する支持部材と平板状支持
部材とを少なくとも一対の伸縮ロッドにより連結し、該
各伸縮ロッドに真円保持アクチュエータを取り付けてな
る真円保持ユニットを、上下の各セグメント内に、夫々
円弧状曲面を各セグメントに当接可能に且つ各平板状支
持部材を前記横梁の上下面に当接し得るよう夫々掘進方
向に移動可能に備え、前記各真円保持アクチュエータを
並列に接続したことを特徴とするセグメントの真円保持
装置にかかるものである。
Means for Solving the Problems According to the present invention, a discontinuous annularly assembled segment is vertically arranged so as to be in contact with a discontinuous portion, a cross beam is passed over the discontinuous portion, and a support member having an arcuate curved surface on the outside. And a flat support member are connected by at least a pair of telescopic rods, and a perfect circular holding unit in which a perfect circular holding actuator is attached to each of the telescopic rods is provided in each of the upper and lower segments. A perfect circle for a segment, wherein said flat support members are movably provided in the excavating direction so as to be able to abut against the upper and lower surfaces of said cross beam, respectively, and said circular actuators are connected in parallel. It concerns the holding device.

[作用] 上下の真円保持ユニットを上下の不連続環状セグメン
ト内に夫々配置し、各真円保持アクチュエータを並列駆
動することにより、上下の各ユニットの円弧状曲面を有
する支持部材が上下のセグメントに夫々接し、且つ上下
の各ユニットの平板状支持部材が夫々横梁の上面及び下
面に当接し、全部の支持部材によりセグメントの真円が
保持される。平板状支持部材間の横梁は圧縮力を受ける
だけで、変形応力は殆どかからない。
[Operation] By arranging the upper and lower perfect circle holding units in the upper and lower discontinuous annular segments respectively and driving the respective true circular holding actuators in parallel, the support member having the arc-shaped curved surface of each of the upper and lower units is moved to the upper and lower segments. , And the plate-like support members of the upper and lower units abut the upper and lower surfaces of the cross beam, respectively, and the perfect circle of the segment is held by all the support members. The cross beam between the flat support members receives only a compressive force, and hardly receives a deformation stress.

[実 施 例] 以下、本発明の実施例を図面に参照しつつ説明する。Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第1図及び第2図は本発明の一実施例であり、2台の
シールド掘進機を上下に配置して掘削した断面がひょう
たん型の穴の内周壁に、セグメント1,2を組み立てる。
該セグメント1,2は不連続環状のものを不連続部で接続
した形状であり、該不連続部に横梁3を渡してボルト4
により止め、上部穴5及び下部穴6に分割してある。
FIG. 1 and FIG. 2 show an embodiment of the present invention, in which two shield excavators are vertically arranged to assemble segments 1 and 2 on the inner peripheral wall of a hole having a gourd-shaped cross section.
Each of the segments 1 and 2 has a shape in which a discontinuous annular member is connected by a discontinuous portion.
And divided into an upper hole 5 and a lower hole 6.

該各穴5,6内に真円保持ユニット7,8を夫々配置する。
該真円保持ユニット7,8は、セグメント1,2の湾曲面に密
着し得る円弧状曲面を外側に有する支持部材9と、前記
横梁3の上面又は下面に密着し得る平板状の支持部材10
とを、一対の平行な入子式伸縮ロッド11,12により球面
軸13及び球面座14を介して夫々両端部において連結して
ある。該入子式伸縮ロッド11,12のシリンダ部15とロッ
ド16に夫々設けたブラケット17,18間に油圧ジャッキ19,
20を取り付けて伸縮ロッド11,12を伸縮し得るようにし
てある。更に、上下の真円保持ユニット7,8の油圧ジャ
ッキ19,20、21,22を並例に接続し、油圧ポンプ23から油
圧を供給し得るようにしてある。
The perfect circle holding units 7, 8 are arranged in the holes 5, 6, respectively.
The perfect circular holding units 7 and 8 include a support member 9 having an arcuate curved surface on the outside that can be in close contact with the curved surfaces of the segments 1 and 2, and a flat support member 10 that can be in close contact with the upper or lower surface of the cross beam 3.
Are connected at both ends through a spherical shaft 13 and a spherical seat 14 by a pair of parallel telescopic rods 11 and 12, respectively. Hydraulic jack 19, between brackets 17, 18 provided on cylinder portion 15 and rod 16 of telescopic rods 11, 12, respectively.
The telescopic rods 11 and 12 can be expanded and contracted by attaching 20. Further, the hydraulic jacks 19, 20, 21 and 22 of the upper and lower perfect circle holding units 7 and 8 are connected as usual so that hydraulic pressure can be supplied from the hydraulic pump 23.

図中、24は平板状支持部材10の横梁3との当接面に設
けたゴム板等の緩衝材、25はシールド掘進機の後部に設
けられた可動デッキ、26は伸縮ロッド11,12の側部に設
けた吊用ブラケットを示す。
In the figure, reference numeral 24 denotes a cushioning material such as a rubber plate provided on the contact surface of the flat support member 10 with the cross beam 3, 25 denotes a movable deck provided at the rear of the shield machine, and 26 denotes a telescopic rod 11, 12. 3 shows a hanging bracket provided on the side.

以上のように構成したので、上下のシールド掘進機又
は上下一体型のシールド掘進機により掘削し、セグメン
ト1,2を断面形状がひょうたん型になるよう組み立てた
後、地盤固化剤を外側の地盤に注入すると共に、油圧ポ
ンプ23により圧油を各油圧ジャッキ19,20、21,22のシリ
ンダ側に送給すると、該各油圧ジャッキ19,20、21,22の
ロッドが突出し、各入子式伸縮ロッド11,12、27,28が伸
長される。
Because it was configured as described above, after excavating with the upper and lower shield excavator or the upper and lower integrated shield excavator and assembling the segments 1 and 2 so that the cross-sectional shape becomes a gourd shape, the ground solidifying agent was applied to the outer ground When the hydraulic oil is supplied to the cylinders of the hydraulic jacks 19, 20, 21 and 22 by the hydraulic pump 23, the rods of the hydraulic jacks 19, 20, 21 and 22 project, and each telescopic jack expands and contracts. The rods 11, 12, 27, 28 are extended.

従って、上方の真円保持ユニット7の支持部材9が上
部セグメント1の上頂部に当接すると共に平板状支持部
材10が横梁3の上面に当接する。これと同等に、下方の
真円保持ユニット8の支持部材9が下部セグメント2の
下頂部に当接すると共に平板状支持部材10が前記横梁3
の下面に当接する。
Accordingly, the support member 9 of the upper perfect circle holding unit 7 abuts on the upper apex of the upper segment 1 and the flat support member 10 abuts on the upper surface of the cross beam 3. Similarly, the support member 9 of the lower perfect circle holding unit 8 contacts the lower apex of the lower segment 2 and the flat support member 10
Abuts the lower surface of.

このとき、いずれかの伸縮ロッド11,12、27,28の伸長
が先行した場合、各油圧ジャッキ19,20、21,22は並列に
接続してあるので、先行して伸長した伸縮ロッドの支持
部材がセグメント1,2又は横梁3に当接した時点で伸長
が一時停止し、その他の伸縮ロッドのみが伸長して追い
つく。従って、上下セグメント1,2及び横梁3には片寄
った押力がかからず、均等に真円保持力が加えられる。
At this time, if any of the telescopic rods 11, 12, 27, and 28 precedes, the hydraulic jacks 19, 20, 21, and 22 are connected in parallel. When the member comes into contact with the segments 1 and 2 or the cross beam 3, the extension is temporarily stopped, and only the other telescopic rods extend and catch up. Accordingly, no biasing force is applied to the upper and lower segments 1 and 2 and the cross beam 3, and a perfect circular holding force is evenly applied.

横梁3には上下面から圧力が加えられるが、上下面か
らの圧力は各油圧ジャッキ19,20、21,22が並列接続され
ているため略均等であり、横梁3には圧縮力のみが作用
する。従って、該横梁3固定用のボルト4にかかる力は
殆どなく、小さなボルトで強度的に足りる。
Pressure is applied to the cross beam 3 from the upper and lower surfaces, but the pressure from the upper and lower surfaces is substantially equal because the hydraulic jacks 19, 20, 21, and 22 are connected in parallel, and only the compressive force acts on the cross beam 3. I do. Therefore, little force is applied to the bolt 4 for fixing the cross beam 3, and a small bolt is sufficient for strength.

このようにして、各真円保持ユニット7,8により上下
セグメント1,2の真円保持を行い、外側の地盤が固化し
た後は、各油圧ジャッキ19,20、21,22のロッドを引き込
むことにより、各伸縮ロッド11,12、27,28が短縮され
る。先ず上側の前記ユニット7のロッド16及び支持部材
9が下降し、吊用ブラケット26が可動デッキ25に乗り、
次いでシリンダ部15及び平板状支持部材10が引き上げら
れ、全体として可動デッキ25に支持された状態で新らし
く組み立てられた次のセグメント部に一ストローク分前
進移動される。下側の前記ユニット8も同様に一ストロ
ーク分前進移動される。
In this way, the roundness of the upper and lower segments 1 and 2 is held by the respective roundness holding units 7 and 8, and after the outer ground is solidified, the rods of the hydraulic jacks 19, 20, 21 and 22 are pulled in. Thereby, each telescopic rod 11, 12, 27, 28 is shortened. First, the rod 16 and the support member 9 of the unit 7 on the upper side are lowered, and the suspending bracket 26 rides on the movable deck 25,
Next, the cylinder portion 15 and the plate-like support member 10 are lifted up and moved forward by one stroke to the newly assembled next segment portion while being supported by the movable deck 25 as a whole. The lower unit 8 is similarly moved forward by one stroke.

尚、本発明のセグメントの真円保持装置は、上述の実
施例にのみ限定されるものではなく、伸縮ロッドと支持
部材との連結構造は第3図に示すブラケット29,30及び
ピン31の連結構造でもよく、又第4図に示す直結固定構
造でもよいこと、真円保持アクチュエータとして油圧シ
リンダ等も使用し得ること、縦方向二段配置ばかりでな
く三段以上配置してもよいこと等本発明の要旨を逸脱し
ない範囲内において種々変更を加え得ることは勿論であ
る。
The device for holding a perfect circle of a segment according to the present invention is not limited to the above-described embodiment, and the connecting structure between the telescopic rod and the support member is formed by connecting the brackets 29 and 30 and the pin 31 shown in FIG. The structure may be a direct connection fixed structure shown in FIG. 4, a hydraulic cylinder or the like may be used as a perfect circular holding actuator, and not only two vertical stages but also three or more stages may be arranged. It goes without saying that various changes can be made without departing from the spirit of the invention.

[発明の効果] 以上説明したように、本発明のセグメントの真円保持
装置によれば、真円保持ユニットを上下に備え、セグメ
ントの中間部に渡す横梁を介して、並列駆動する真円保
持アクチュエータにより真円保持するようにしたので、
上下方向に配列したセグメントの真円性を保持すること
ができ、又上下のセグメントからの圧力を横梁により相
殺することができ、横梁及び横梁の支持構造が大きくな
らず建設コストを節減することができる等種々の優れた
効果を奏し得る。
[Effects of the Invention] As described above, according to the device for holding a perfect circle of the segment of the present invention, the perfect circular holding unit is provided on the upper and lower sides, and the perfect circular holding is driven in parallel via the cross beam passing to the middle part of the segment. Since the actuator maintains a perfect circle,
The roundness of the vertically arranged segments can be maintained, and the pressure from the upper and lower segments can be offset by the cross beams, so that the cross beams and the support structure of the cross beams are not increased, thereby reducing construction costs. Various excellent effects can be achieved, such as possible.

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

第1図は本発明の一実施例の説明図、第2図は第1図に
おける油圧ジャッキの駆動回路の概略説明図、第3図は
第1図における支持部材の支持構造の他の例を示す図、
第4図は第1図における支持部材の支持構造の更に他の
例を示す図、第5図はシールド掘進機の一例を示す図、
第6図は第5図に示した真円保持装置によるセグメント
の真円保持状態を示す図である。 1,2はセグメント、3は横梁、4はボルト、7,8は真円保
持ユニット、9,10は支持部材、11,12,27,28は入子式伸
縮ロッド、15はシリンダ部、16はロッド、19,20,21,22
は油圧ジャッキ、25は可動デッキ、26は吊用ブラケット
を示す。
FIG. 1 is an explanatory view of one embodiment of the present invention, FIG. 2 is a schematic explanatory view of a drive circuit of a hydraulic jack in FIG. 1, and FIG. 3 is another example of a support structure of a support member in FIG. Diagram,
FIG. 4 is a view showing still another example of the support structure of the support member in FIG. 1, FIG. 5 is a view showing an example of a shield machine,
FIG. 6 is a view showing a state in which the segment is held in a perfect circle by the perfect circle holding device shown in FIG. 1, 2 is a segment, 3 is a cross beam, 4 is a bolt, 7, 8 is a perfect circular holding unit, 9, 10 is a support member, 11, 12, 27, 28 are telescopic rods, 15 is a cylinder, 16 Are rods, 19, 20, 21, 22
Indicates a hydraulic jack, 25 indicates a movable deck, and 26 indicates a suspension bracket.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】不連続環状に組み立てたセグメントを不連
続部で接するよう上下方向に配置し、該不連続部に横梁
を渡し、円弧状曲面を外側に有する支持部材と平板状支
持部材とを少なくとも一対の伸縮ロッドにより連結し、
該各伸縮ロッドに真円保持アクチュエータを取り付けて
なる真円保持ユニットを、上下の各セグメント内に、夫
々円弧状曲面を各セグメントに当接可能に且つ各平板状
支持部材を前記横梁の上下面に当接し得るよう夫々掘進
方向に移動可能に備え、前記各真円保持アクチュエータ
を並列に接続したことを特徴とするセグメントの真円保
持装置。
1. A discontinuous annularly assembled segment is vertically arranged so as to be in contact with a discontinuous portion, a cross beam is passed over the discontinuous portion, and a supporting member having an arc-shaped curved surface on the outside and a flat supporting member are provided. Connected by at least a pair of telescopic rods,
A perfect circle holding unit having a perfect circle holding actuator attached to each of the telescopic rods is provided in each of the upper and lower segments so that an arc-shaped curved surface can be brought into contact with each segment, and each flat support member is connected to the upper and lower surfaces of the cross beam. A perfect circular holding device for a segment, wherein each of the perfect circular holding actuators is connected in parallel so as to be movable in the excavation direction so as to be able to abut against the segment.
JP63149858A 1988-06-17 1988-06-17 Segment perfect circle holding device Expired - Fee Related JP2581167B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63149858A JP2581167B2 (en) 1988-06-17 1988-06-17 Segment perfect circle holding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63149858A JP2581167B2 (en) 1988-06-17 1988-06-17 Segment perfect circle holding device

Publications (2)

Publication Number Publication Date
JPH01318692A JPH01318692A (en) 1989-12-25
JP2581167B2 true JP2581167B2 (en) 1997-02-12

Family

ID=15484188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63149858A Expired - Fee Related JP2581167B2 (en) 1988-06-17 1988-06-17 Segment perfect circle holding device

Country Status (1)

Country Link
JP (1) JP2581167B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024096546A1 (en) * 2022-11-02 2024-05-10 (주)비티 Multi-level tunnel structure having upper tunnel and lower tunnel connected, and construction method therefor

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0712480Y2 (en) * 1988-12-03 1995-03-22 日本シールドエンジニアリング株式会社 Lining structure of vertical double shield tunnel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024096546A1 (en) * 2022-11-02 2024-05-10 (주)비티 Multi-level tunnel structure having upper tunnel and lower tunnel connected, and construction method therefor

Also Published As

Publication number Publication date
JPH01318692A (en) 1989-12-25

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LAPS Cancellation because of no payment of annual fees