JPH06117196A - Method for constructing shield tunnel - Google Patents

Method for constructing shield tunnel

Info

Publication number
JPH06117196A
JPH06117196A JP4267360A JP26736092A JPH06117196A JP H06117196 A JPH06117196 A JP H06117196A JP 4267360 A JP4267360 A JP 4267360A JP 26736092 A JP26736092 A JP 26736092A JP H06117196 A JPH06117196 A JP H06117196A
Authority
JP
Japan
Prior art keywords
waterproof layer
spraying
tunnel
shield tunnel
spray nozzle
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.)
Granted
Application number
JP4267360A
Other languages
Japanese (ja)
Other versions
JPH0823271B2 (en
Inventor
Taijiro Morimoto
泰二郎 森本
Takashi Ibuka
隆志 井深
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.)
MITSUI FUDOSAN KENSETSU
MITSUI FUDOUSAN KENSETSU KK
Original Assignee
MITSUI FUDOSAN KENSETSU
MITSUI FUDOUSAN KENSETSU 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 MITSUI FUDOSAN KENSETSU, MITSUI FUDOUSAN KENSETSU KK filed Critical MITSUI FUDOSAN KENSETSU
Priority to JP4267360A priority Critical patent/JPH0823271B2/en
Publication of JPH06117196A publication Critical patent/JPH06117196A/en
Publication of JPH0823271B2 publication Critical patent/JPH0823271B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To construct a tunnel effectively and economically in a short time, to stick an even and homogeneous waterproof layer automatically without depending on man power and to improve working conditions in a shaft of the tunnel. CONSTITUTION:A waterproof layer 9 is put on the inner surfaces of segments lined primarily, by spraying by a spraying nozzle 4 while a waterproof layer- spraying robot 1 is being self-propelled by a traveling car 2 and while a turning boom 3 is being turned at a fixed speed of turning, as a shield machine is advanced for excavation. After that, the waterproof layer 9 is secondarily lined with concrete cast in site and a shield tunnel 8 is constructed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はシールドトンネルの構築
工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for a shield tunnel.

【0002】[0002]

【従来の技術】近年、都市部における地下鉄や地下道等
の構築は開削工法に代わってシールド工法が用いられる
ようになってきた。このシールド工法における防水方法
は、EVA等のビニール系の防水シートを一次覆工のセ
グメント内面に貼着した後に二次覆工をしてシールドト
ンネルを構築していた。
2. Description of the Related Art In recent years, a shield construction method has come to be used instead of an excavation construction method for constructing a subway or an underground passage in an urban area. As a waterproofing method in this shield construction method, a vinyl-based waterproof sheet such as EVA is attached to the inner surface of the segment of the primary lining and then the secondary lining is constructed to construct a shield tunnel.

【0003】しかし、前記の防水シートは所定の大きさ
のものを人力で継ぎ足しながら貼り付けていたために施
工性が悪く、しかも大断面になると防水シートが撓んだ
り或は歪んだりして完璧な防水施工ができなかった。さ
らに、この防水シートの継手部が完全に密着できないた
め、ここから漏水するという問題があった。そのため、
これに代わって防水シートを吹付け施工する吹付工法が
開発され、これにより一次覆工のセグメント内面に防水
シートを吹付け施工した後に二次覆工を行ってシールド
トンネルを構築していた。
However, since the above-mentioned waterproof sheet is pasted with a predetermined size while being manually added, the workability is poor, and when the cross section is large, the waterproof sheet is bent or distorted, which is perfect. Waterproof construction was not possible. Furthermore, since the joint portion of this waterproof sheet cannot be completely adhered, there is a problem that water leaks from here. for that reason,
Instead of this, a spraying method was developed in which a waterproof sheet was sprayed. By this method, the waterproof sheet was sprayed on the inner surface of the segment of the primary lining and then the secondary lining was performed to construct a shield tunnel.

【0004】[0004]

【発明が解決しようとする課題】しかし上記のようなシ
ールドトンネルの構築工法は、防水シートの吹き付けを
人が吹付装置を持って行うため、均一かつ均質な防水シ
ートの吹付け施工をすることができないばかりか、人力
に頼っているため作業効率が悪く、さらにトンネル坑内
の作業環境も悪いという問題があった。本発明は上記の
ような問題に鑑みてなされたものであり、その目的は、
トンネルを短期間で効率的かつ経済的に構築すると共
に、均一かつ均質な防水シートを人力に頼らずに自動的
に貼着し、かつトンネル坑内における作業環境の向上を
図ることである。
However, in the construction method of the shield tunnel as described above, since a person sprays the waterproof sheet with a spraying device, it is possible to perform uniform and uniform spraying of the waterproof sheet. In addition to being unable to do this, there was the problem that work efficiency was poor because it relied on human power, and the work environment inside the tunnel mine was also poor. The present invention has been made in view of the above problems, and its purpose is to
The objective is to construct a tunnel efficiently and economically in a short period of time, to automatically apply a uniform and homogeneous waterproof sheet without relying on human power, and to improve the working environment inside the tunnel.

【0005】[0005]

【課題を解決するための手段】以上の課題を達成するた
めの本発明のシールドトンネルの構築工法の要旨は、走
行車と、先端に集塵装置を備えた吹付ノズルと、該吹付
ノズルを旋回させる旋回ブームとからなる防水層吹付用
ロボットで、シールド掘進機により一次覆工したセグメ
ントの内面に合成樹脂製の防水層を吹付け施工した後
に、二次覆工することに存する。
The construction of the shield tunnel according to the present invention for achieving the above objects is summarized as follows: a traveling vehicle, a spray nozzle equipped with a dust collecting device at the tip, and a swirling nozzle for the spray nozzle. A robot for spraying a waterproof layer consisting of a swing boom for making a secondary lining after spraying a waterproof layer made of a synthetic resin on the inner surface of a segment which has been primary covered by a shield machine.

【0006】[0006]

【作用】而して、本発明によると、一次覆工のセグメン
ト内面に防水層吹付用ロボットで自動的に合成樹脂製の
防水層を吹付け施工することができるので、工期の短縮
化を図って効率的かつ経済的にシールドトンネルを構築
することができ、しかも防水層を自動的に吹付け施工す
ることができるので、トンネル坑内の作業環境の向上を
図ると共に、均一かつ均質な防水層を施工することがで
きる。
According to the present invention, a waterproof layer made of synthetic resin can be automatically sprayed on the inner surface of the segment of the primary lining by the waterproof layer spraying robot, so that the construction period can be shortened. Since a shield tunnel can be constructed efficiently and economically, and a waterproof layer can be automatically sprayed, the working environment in the tunnel pit can be improved and a uniform and uniform waterproof layer can be created. Can be installed.

【0007】[0007]

【実施例】以下、本発明のシールドトンネルの構築工法
の一実施例を図面に基づいて詳細に説明する。図1は本
発明における防水層吹付用ロボット1の側面図を示した
ものであり、これは走行車2と、該走行車2に設けた旋
回ブーム3と吹付ノズル4とから構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a shield tunnel construction method of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows a side view of a waterproof layer spraying robot 1 according to the present invention, which comprises a traveling vehicle 2, a swing boom 3 provided on the traveling vehicle 2, and a spray nozzle 4.

【0008】走行車2は二対の駆動輪2aと、一対の方
向転換輪2bとを有する門型式であり、制御室2cにお
けるコンピュータにより運転制御がなされ、各車輪2
a、2b近傍に設けた近接センサー2dにより障害物を
避けて走行する。
The traveling vehicle 2 is of a gate type having two pairs of driving wheels 2a and a pair of direction changing wheels 2b. The operation of the traveling vehicle 2 is controlled by a computer in the control room 2c.
The proximity sensor 2d provided in the vicinity of a and 2b avoids obstacles and travels.

【0009】旋回ブーム3は先端に吹付ノズル4を備
え、駆動モータ3aにより回転軸3bを中心にして旋回
する共に、シリンダ3cにより前後方向へ揺動して旋回
ブーム3の傾斜角の設定、すなわちブーム姿勢が決定さ
れる。また旋回ブーム3は上下に伸縮自在に形成され、
上下に伸縮されることによりセグメント5との吹き付け
距離が調整される。
The swing boom 3 is provided with a spray nozzle 4 at its tip, and the drive motor 3a swings about a rotary shaft 3b, and the cylinder 3c swings back and forth to set the tilt angle of the swing boom 3, that is, The boom attitude is determined. In addition, the swing boom 3 is formed to be vertically expandable and contractible,
By vertically expanding and contracting, the spraying distance to the segment 5 is adjusted.

【0010】前記吹付ノズル4は、図4に示すように、
吹付装置6に接続された防水層用吹付ノズル4aと洗浄
用ノズル4bとから構成され、駆動モータ4cにより前
後方向へ揺動されて吹付け角度が設定されると共に、光
センサ4dによりセグメント5との吹付け距離の微調整
が行なわれる。またこの吹付ノズル4先端には、図5に
示すように集塵器7aと、ブロワー装置に接続された吸
引管7bとからなる集塵装置7が設けられている。
The spray nozzle 4 is, as shown in FIG.
It is composed of a waterproof layer spray nozzle 4a and a cleaning nozzle 4b connected to the spray device 6, and is swung in the front-back direction by the drive motor 4c to set the spray angle. Fine adjustment of the spraying distance is performed. Further, as shown in FIG. 5, a dust collector 7 including a dust collector 7a and a suction pipe 7b connected to a blower device is provided at the tip of the spray nozzle 4.

【0011】以下このような防水層吹付用ロボット1を
使用したシールドトンネルの構築工法について説明す
る。図2はシールドマシン(図示せず)により一次覆工
されたシールドトンネル8の断面図を示すものであり、
前記シールドマシンの掘進に伴って防水層吹付用ロボッ
ト1を走行車2により自走させつつ、旋回ブーム3を所
定の旋回速度で旋回させながら、セグメント5内面に吹
付ノズル4で防水層9を吹付け施工するものである。
The construction method of a shield tunnel using the waterproof layer spraying robot 1 will be described below. FIG. 2 shows a cross-sectional view of the shield tunnel 8 which is primarily covered by a shield machine (not shown).
The waterproof layer spraying robot 1 is self-propelled by the traveling vehicle 2 as the shield machine is dug, and the swivel boom 3 is swung at a predetermined swirling speed, and the waterproof layer 9 is sprayed on the inner surface of the segment 5 by the spray nozzles 4. It is to be attached.

【0012】この吹付け施工は、洗浄用ノズル4bでセ
グメント5内面の結露等を洗浄してドレン材10を貼着
し、その上から防水層用吹付ノズル4aで速硬化性ポリ
ウレタン樹脂11を吹き付けるものである。尚、速硬化
性ポリウレタン樹脂11の接着性を高める場合は、ドレ
ン材10の上にプライマを吹き付け塗布するものとす
る。
In this spraying, the cleaning nozzle 4b is used to clean the dew condensation on the inner surface of the segment 5 and the drain material 10 is adhered thereto, and then the quick-setting polyurethane resin 11 is sprayed from the spray nozzle 4a for the waterproof layer. It is a thing. In addition, in order to improve the adhesiveness of the fast-curing polyurethane resin 11, a primer is sprayed and applied onto the drain material 10.

【0013】この速硬化性ポリウレタン樹脂11は、図
6に示すように、吹付装置6で15°Cに加熱されたポ
リエーテル系ポリオールの主材11aと、主成分がイソ
シネートプレポリマーからなる硬化剤11bとが防水層
用吹付ノズル4a先端で混合されて形成される。
As shown in FIG. 6, the fast-curing polyurethane resin 11 comprises a polyether polyol main material 11a heated to 15 ° C. by a spraying device 6 and an isocyanate prepolymer as a main component. The curing agent 11b is mixed and formed at the tip of the waterproof layer spray nozzle 4a.

【0014】またこの吹き付けの際に速硬化性ポリウレ
タン樹脂11が飛散したり、或は気化ガスが発生したり
するが、これらは図5に示す集塵装置7の集塵器7aで
集められて吸引管7bで吸収されることにより、速硬化
性ポリウレタン樹脂11はフィルタで浄化されると共
に、気化ガスは中和させて大気中へ放出されるので、ト
ンネル坑内の環境を向上させることができる。
Further, during this spraying, the fast-curing polyurethane resin 11 scatters or vaporized gas is generated. These are collected by the dust collector 7a of the dust collector 7 shown in FIG. By being absorbed by the suction pipe 7b, the fast-curing polyurethane resin 11 is purified by the filter, and the vaporized gas is neutralized and released into the atmosphere, so that the environment inside the tunnel pit can be improved.

【0015】この走行車2の自走速度と旋回ブーム3の
旋回速度との相関関係、旋回ブーム3及び吹付ノズル4
の傾斜角、吹付ノズル4の吹付距離、吹付装置6におけ
る吹き付け材料の温度及び吹付量の管理やこれら相互の
作動関係は全て制御室2cにおけるコンピュータにより
管理されることにより、人手によらず自動的に前記防水
層9を吹付け施工することができる。
Correlation between the self-propelled speed of the traveling vehicle 2 and the turning speed of the turning boom 3, the turning boom 3 and the spray nozzle 4
Of the spray angle of the spray nozzle 4, the spray distance of the spray nozzle 4, the temperature of the spray material in the spray device 6 and the spray amount, and their mutual operating relationships are all managed by the computer in the control room 2c, so that they can be automatically performed without human intervention. The waterproof layer 9 can be applied by spraying.

【0016】またこれらはシールドトンネル8の大きさ
や防水層9の厚さ等により予め設定されるものである
が、もちろん対象物の状態に応じて吹付け施工しながら
自動的に逐次変えることもできる。また、速硬化性ポリ
ウレタン樹脂11の噴射量も防水層9の厚さによって予
め設定されるものである。
Further, these are preset according to the size of the shield tunnel 8 and the thickness of the waterproof layer 9, but of course they can be automatically changed while spraying according to the condition of the object. . Further, the injection amount of the fast-curing polyurethane resin 11 is also preset according to the thickness of the waterproof layer 9.

【0017】このように、シールドマシンの掘進に伴っ
て一次覆工のセグメント5内面に防水層9が形成された
後、この上から現場打ちコンクリート12で二次覆工を
することにより完全に止水されたシールドトンネル8が
構築される。
As described above, after the waterproof layer 9 is formed on the inner surface of the segment 5 of the primary lining as the shield machine is dug, the secondary lining with the cast-in-place concrete 12 is applied to completely stop the waterproof layer 9. A flooded shield tunnel 8 is constructed.

【0018】また、本発明は、上記のような実施例には
限定されるものではなく、発明の思想を逸脱しない範囲
で適宜変更可能である。
Further, the present invention is not limited to the above-mentioned embodiments, but can be appropriately modified without departing from the spirit of the invention.

【0019】[0019]

【発明の効果】走行車と、先端に集塵装置を備えた吹付
ノズルと、該吹付ノズルを旋回させる旋回ブームとから
なる防水層吹付用ロボットで、シールド掘進機により一
次覆工したセグメントの内面に合成樹脂製の防水層を吹
付け施工した後に、二次覆工することにより、シールド
トンネルを短期間で、効率的かつ経済的に構築すること
ができる。
EFFECT OF THE INVENTION A waterproof layer spraying robot comprising a traveling vehicle, a spraying nozzle having a dust collecting device at its tip, and a swinging boom for swinging the spraying nozzle, the inner surface of a segment which is primarily covered by a shield machine. By spraying the waterproof layer made of synthetic resin on the first and then performing the secondary lining, the shield tunnel can be constructed efficiently in a short period of time and economically.

【0020】吹付け施工による合成樹脂製の防水層を人
力によらず自動的に一次覆工のセグメント内面に吹付け
施工することができるので、防水層の均一かつ均質化を
図ることができると共に、作業性の向上を図ることがで
きる。
Since the waterproof layer made of synthetic resin by spraying can be automatically sprayed on the inner surface of the segment of the primary lining without manual effort, the waterproof layer can be made uniform and uniform. Therefore, workability can be improved.

【0021】吹付ノズル先端の集塵装置により、防水層
の吹付け施工の際に飛散する速硬化性ポリウレタン樹脂
や気化ガスを吸収することができるので、作業環境の向
上を図ることができる。
The dust collecting device at the tip of the spray nozzle can absorb the rapid-curing polyurethane resin and vaporized gas that are scattered when spraying the waterproof layer, so that the working environment can be improved.

【0022】継ぎ目部のない均一かつ均質な合成樹脂製
の防水層が吹付け施工できるので、完璧な防水処理をす
ることができる。
Since a uniform and uniform waterproof layer made of synthetic resin having no joint can be sprayed on, a perfect waterproof treatment can be carried out.

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

【図1】防水層吹付用ロボットの側面図であるFIG. 1 is a side view of a waterproof layer spraying robot.

【図2】防水層吹付用ロボットで防水層を吹付け施工す
る状態を示す縦断面図である。
FIG. 2 is a vertical cross-sectional view showing a state in which a waterproof layer is sprayed by a waterproof layer spraying robot.

【図3】図2のa−a線断面図である。3 is a sectional view taken along the line aa of FIG.

【図4】吹付ノズルの断面図である。FIG. 4 is a sectional view of a spray nozzle.

【図5】吹付ノズルの断面図である。FIG. 5 is a sectional view of a spray nozzle.

【図6】吹付装置の概略図である。FIG. 6 is a schematic view of a spraying device.

【図7】シールドトンネルの断面図である。FIG. 7 is a sectional view of a shield tunnel.

【符号の説明】[Explanation of symbols]

1 防水層吹付用ロボット 2 走行車 3 旋回ブーム 4 吹付ノズル 5 セグメント 6 吹付装置 7 集塵装置 8 トンネル 9 防水層 10 ドレン材 11 速硬化性ポリウレタン樹脂 12 コンクリート 1 Waterproof layer spraying robot 2 Running vehicle 3 Swing boom 4 Spraying nozzle 5 Segment 6 Spraying device 7 Dust collector 8 Tunnel 9 Waterproof layer 10 Drain material 11 Fast-curing polyurethane resin 12 Concrete

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 走行車と、先端に集塵装置を備えた吹付
ノズルと、該吹付ノズルを旋回させる旋回ブームとから
なる防水層吹付用ロボットで、シールド掘進機により一
次覆工したセグメントの内面に合成樹脂製の防水層を吹
付け施工した後に、二次覆工することを特徴とするシー
ルドトンネルの構築工法。
1. A waterproof layer spraying robot comprising a traveling vehicle, a spray nozzle having a dust collecting device at its tip, and a swivel boom for swiveling the spray nozzle, wherein the inner surface of a segment is lined with a shield machine. A method for constructing a shield tunnel, characterized in that after a waterproof layer made of synthetic resin has been sprayed on, a secondary lining is carried out.
JP4267360A 1992-10-06 1992-10-06 Construction method of shield tunnel Expired - Lifetime JPH0823271B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4267360A JPH0823271B2 (en) 1992-10-06 1992-10-06 Construction method of shield tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4267360A JPH0823271B2 (en) 1992-10-06 1992-10-06 Construction method of shield tunnel

Publications (2)

Publication Number Publication Date
JPH06117196A true JPH06117196A (en) 1994-04-26
JPH0823271B2 JPH0823271B2 (en) 1996-03-06

Family

ID=17443746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4267360A Expired - Lifetime JPH0823271B2 (en) 1992-10-06 1992-10-06 Construction method of shield tunnel

Country Status (1)

Country Link
JP (1) JPH0823271B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62118000A (en) * 1985-11-14 1987-05-29 東急建設株式会社 Dust removing device for spray material
JPS6360398A (en) * 1986-08-28 1988-03-16 藤田 昌利 Waterproof method of tunnel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62118000A (en) * 1985-11-14 1987-05-29 東急建設株式会社 Dust removing device for spray material
JPS6360398A (en) * 1986-08-28 1988-03-16 藤田 昌利 Waterproof method of tunnel

Also Published As

Publication number Publication date
JPH0823271B2 (en) 1996-03-06

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