JPH04281994A - Method for removing muddy water from muddy excavated soil in shield construction method - Google Patents
Method for removing muddy water from muddy excavated soil in shield construction methodInfo
- Publication number
- JPH04281994A JPH04281994A JP6904791A JP6904791A JPH04281994A JP H04281994 A JPH04281994 A JP H04281994A JP 6904791 A JP6904791 A JP 6904791A JP 6904791 A JP6904791 A JP 6904791A JP H04281994 A JPH04281994 A JP H04281994A
- Authority
- JP
- Japan
- Prior art keywords
- muddy
- steel car
- water
- soil
- excavated soil
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、シールド機で掘削され
た泥水掘削土を鋼車で坑外に運搬する過程において、泥
水掘削土の水分を除去するようにしたシールド工法にお
ける泥水掘削土の泥水除去方法に関する。[Industrial Application Field] The present invention relates to the use of a shield method in which the water content of muddy excavated soil is removed during the process of transporting the muddy excavated soil using a steel car to the outside of the mine. Regarding muddy water removal method.
【0002】0002
【従来の技術】シールド工法において、シールド機によ
り掘削された泥水掘削土は、ベルトコンベヤーにより後
方に移送され、このベルトコンベヤーから掘削土搬出用
の鋼車に積載され、鋼車により坑外に運搬される。そし
て、坑外において、土砂ホッパーに投入され、同ホッパ
ーにて薬品改良材(ケミコライム系・セメント系・高分
子系)を添加して撹拌し、掘削土の水分を吸収し、或は
、機械式脱水装置により土砂の含水している水分を除去
して場外へ搬出して残土処理をしていた。[Prior Art] In the shield method, muddy excavated soil excavated by a shield machine is transported backwards by a belt conveyor, loaded onto a steel truck for carrying out the excavated soil from the belt conveyor, and transported outside the mine by the steel truck. be done. Then, outside the mine, it is poured into a soil hopper, where it is mixed with chemical improvers (chemicolime type, cement type, polymer type) to absorb the moisture in the excavated soil, or mechanically A dewatering device was used to remove the water contained in the soil, and the remaining soil was disposed of by transporting it off-site.
【0003】0003
【発明が解決しようとする課題】しかしながら、このよ
うな従来の方法では次のような問題があった。■ケミコ
ライム系・セメント系改良剤は、ホッパーに投入して撹
拌する際に粉塵が飛散して市街地では公害となる。■高
分子系改良材は添加量が少なくホッパー内での撹拌が難
しい。■機械式脱水装置は設備が大規模になりランニン
グコストが掛かる。[Problems to be Solved by the Invention] However, such conventional methods have the following problems. ■When Chemicolime-based and cement-based improvers are poured into a hopper and stirred, dust is scattered and causes pollution in urban areas. ■The amount of polymeric improver added is small and it is difficult to stir it in the hopper. ■Mechanical dewatering equipment requires large-scale equipment and is expensive to run.
【0004】本発明は前記事情に鑑み案出されたもので
あって、本発明の目的は、シールド機で掘削された泥水
掘削土を坑外に運搬する過程で泥水を除去し、ホッパー
側での土質改良作業を軽減し、残土処理作業の効率化と
残土処理費の低減化を図るようにした泥水掘削土の泥水
除去方法を提供することにある。The present invention has been devised in view of the above circumstances, and an object of the present invention is to remove muddy water in the process of transporting muddy excavated soil excavated by a shield machine to the outside of the mine, and to remove muddy water from the hopper side. An object of the present invention is to provide a method for removing muddy water from muddy excavated soil, which reduces soil quality improvement work, improves the efficiency of residual soil processing work, and reduces residual soil processing costs.
【0005】[0005]
【課題を解決するための手段】前記目的を達成するため
本発明は、シールド機により掘削された泥水掘削土を鋼
車に積載する第1の工程と、前記鋼車を坑外に搬送させ
る第2の工程と、前記第2の工程において、鋼車に振動
を与えて鋼車内の泥水掘削土から水分を分離させ、鋼車
内の上部に水分を浮上させる第3の工程と、前記第3の
工程で鋼車内で浮上した水を鋼車内から坑外に排出する
第4の工程とを備えることを特徴とする。また、本発明
は、起振機を鋼車の側壁に当接することで第3の工程を
行うようにしたことを特徴とする。また、本発明は、鋼
車の底壁に当接するように鋼車の軌道上に昇降動可能に
配設された起振機で、第3の工程を行うようにしたこと
を特徴とする。[Means for Solving the Problems] In order to achieve the above object, the present invention provides a first step of loading muddy excavated soil excavated by a shield machine onto a steel car, and a second step of transporting the steel car outside the mine. a third step in which the steel car is vibrated to separate water from the muddy excavated soil in the steel car in the second step, and the water floats to the upper part of the steel car; The present invention is characterized by comprising a fourth step of discharging water that has surfaced inside the steel car in the process from inside the steel car to the outside of the mine. Further, the present invention is characterized in that the third step is performed by bringing the vibration exciter into contact with the side wall of the steel car. Further, the present invention is characterized in that the third step is carried out using a vibrator that is movably arranged on the track of the steel car so as to be in contact with the bottom wall of the steel car.
【0006】[0006]
【実施例】以下、本発明に係る方法を添付図面に従って
説明する。まず、第1実施例から説明すると、図1はト
ンネル坑内の断面側面図、図2は同・正面図を示す。1
はセグメント、3はセグメント1で形成された坑道で、
坑道3の下部にはレール受架台5を介して切羽側から坑
外にわたってレール7が敷設され、図中9は安全通路を
示す。11は鋼車で、鋼車11はレール7上に車輪11
Aを介して走行可能に配設され、鋼車11にはシールド
機で掘削された泥水掘削土13が積載されている。15
は排水管で、排水管15は支片17を介してセグメント
1側壁で支持され、坑内における適宜箇所から坑外にわ
たって延出している。排水管15には排水ポンプが連結
され、排水管15の端部は坑外の濁水処理槽に接続され
ている。また、排水管15にはフレキシブルな吸引ホー
ス19が連結され、吸引ホース19の先端にはストレー
ナ21が取着され、また、吸引ホース19の中間部には
バルブ23が配設されている。DESCRIPTION OF THE PREFERRED EMBODIMENTS The method according to the present invention will be described below with reference to the accompanying drawings. First, the first embodiment will be described. FIG. 1 shows a cross-sectional side view of the inside of a tunnel, and FIG. 2 shows a front view thereof. 1
is the segment, 3 is the tunnel formed by segment 1,
In the lower part of the tunnel 3, a rail 7 is laid from the face side to the outside of the mine via a rail support stand 5, and 9 in the figure indicates a safety passage. 11 is a steel car, and the steel car 11 has wheels 11 on the rail 7.
The steel car 11 is disposed so as to be able to run through the steel car 11, and is loaded with muddy excavated soil 13 excavated by a shield machine. 15
is a drain pipe, and the drain pipe 15 is supported by the side wall of the segment 1 via a branch 17, and extends from an appropriate location inside the mine to the outside of the mine. A drainage pump is connected to the drainage pipe 15, and the end of the drainage pipe 15 is connected to a turbid water treatment tank outside the mine. Further, a flexible suction hose 19 is connected to the drain pipe 15, a strainer 21 is attached to the tip of the suction hose 19, and a valve 23 is disposed in the middle of the suction hose 19.
【0007】次に、鋼車11に積載された泥水掘削土1
3から泥水を除去する作業について説明する。泥水掘削
土13が積載された鋼車11は、適宜走行手段によりレ
ール7上で切羽側から坑外に走行されるが、この坑外に
向かう走行時、吸引ホース19が設置された箇所で鋼車
11を一旦停止させる。ここで、作業員が起振機(高周
波バイブレータ)25を鋼車11の側壁11Bに当て、
鋼車11自体を振動させる。そして、泥水掘削土13を
強制振動させて泥水をブリージングさせると、鋼車11
内の上部に水分が浮上し、水槽13Aが形成される。こ
の場合、鋼車側壁11Bの多数箇所で振動させれば、泥
水のブリージングがより効率良く行なわれる。Next, the muddy excavated soil 1 loaded on the steel car 11
The work of removing muddy water from step 3 will be explained. The steel car 11 loaded with muddy excavated soil 13 is run from the face side to the outside of the mine on the rail 7 by an appropriate traveling means. The car 11 is temporarily stopped. Here, the worker applies the vibrator (high frequency vibrator) 25 to the side wall 11B of the steel car 11,
The steel car 11 itself is vibrated. Then, when the muddy excavated soil 13 is forcibly vibrated to cause the muddy water to breathe, the steel car 11
Water rises to the top of the tank, forming a water tank 13A. In this case, if the steel car side wall 11B is vibrated at multiple locations, breathing of muddy water can be performed more efficiently.
【0008】次に、作業者は吸引ホース19の先端を鋼
車11内の上部に位置させ、バルブ23を開いて浮上し
た水分を吸引ホース19で吸引し、排水管15により坑
外の濁水処理槽に排出させる。これにより、鋼車11内
の掘削土は含有水分が少ないものとなる。次に、鋼車1
1内で浮上した水分を除去したならば、吸引ホース19
を鋼車11から取り出し、再び鋼車11を坑外に走行さ
せる。坑外においては、掘削土をホッパーに投入する際
、既に、掘削土の水分が減少しているので、少量の改良
材を添加することで残土処理が簡単になされ、ホッパー
側での土質改良のための作業負担が軽減し、残土処理作
業の効率化及び残土処理費の低減化が図れる。Next, the operator positions the tip of the suction hose 19 at the upper part of the steel car 11, opens the valve 23, suctions the floating water with the suction hose 19, and drains the turbid water outside the mine through the drain pipe 15. Discharge into tank. As a result, the excavated soil in the steel car 11 contains less moisture. Next, steel car 1
After removing the water that has surfaced in 1, remove the suction hose 19.
is taken out from the steel car 11, and the steel car 11 is driven outside the mine again. Outside the mine, when the excavated soil is put into the hopper, the water content of the excavated soil has already decreased, so by adding a small amount of improving material, the remaining soil can be easily disposed of, and soil improvement on the hopper side can be carried out. This reduces the work burden for waste soil treatment, improves the efficiency of waste soil disposal work, and reduces waste soil disposal costs.
【0009】次に、図3及び図4を参照して、第2実施
例について説明する。図3はトンネル坑内の断面側面図
、図4は同・正面図を示し、第2実施例では、鋼車11
の底壁11Cに起振機(高周波バイブレータ)31を当
てて泥水掘削土13を強制振動させる点が前記実施例と
異なる。前記第1実施例と同一の部材箇所に同一の符号
を付して説明すると、起振機31はレール架台5の間で
セグメント1底壁上に設置された昇降機構33を介して
配設されている。昇降機構33は、例えば、平行リンク
機構と油圧シリンダとの組み合わせや、或は、油圧ジャ
ッキ等を用い、操作スイッチ35の操作で昇降動可能に
構成することができる。Next, a second embodiment will be described with reference to FIGS. 3 and 4. FIG. 3 shows a cross-sectional side view of the inside of the tunnel, and FIG. 4 shows a front view of the same. In the second embodiment, the steel car 11
This embodiment differs from the previous embodiment in that a vibrator (high-frequency vibrator) 31 is applied to the bottom wall 11C to forcibly vibrate the muddy excavated soil 13. To explain by assigning the same reference numerals to the same parts as in the first embodiment, the exciter 31 is arranged between the rail mounts 5 via a lifting mechanism 33 installed on the bottom wall of the segment 1. ing. The elevating mechanism 33 can be configured to be movable up and down by operating the operation switch 35, for example, using a combination of a parallel link mechanism and a hydraulic cylinder, or a hydraulic jack.
【0010】鋼車11に積載された泥水掘削土13から
泥水を除去するには、まず、前記第1実施例と同様に、
泥水掘削土13が積載された鋼車11を、昇降機構33
及び吸引ホース19が設置された箇所で鋼車11を一旦
停止させる。次に、作業員が操作スイッチ35により昇
降機構33を作動して起振機31を上昇させ、起振機3
1を鋼車11の底壁11Cに当て、起振機31を作動さ
せて鋼車11自体を振動させる。そして泥水掘削土13
を強制振動させて泥水をブリージングさせると、鋼車1
1内の上部に水分が浮上し水槽13Aが形成される。次
に、作業者は吸引ホース19の先端を鋼車11内の上部
に位置させ、バルブ23を開いて浮上した水分を吸引ホ
ース19で吸引し、排水管15により坑外の濁水処理槽
に排出させる。これにより、鋼車11内の掘削土は含有
水分が少ないものとなる。次に、鋼車11内で浮上した
水分を除去したならば、吸引ホース19を鋼車11から
取り出し、昇降機構33を作動させて起振機31を下降
させ、再び鋼車11を坑外に走行させる。この第2実施
例によっても、前記第1実施例と同様に、少量の改良材
を添加することで残土処理が簡単になされ、ホッパー側
での土質改良のための作業負担が軽減し、残土処理作業
の効率化及び残土処理費の低減化が図れる。[0010] In order to remove muddy water from the muddy excavated soil 13 loaded on the steel car 11, first, as in the first embodiment,
The steel car 11 loaded with muddy excavated soil 13 is moved by the lifting mechanism 33.
Then, the steel car 11 is temporarily stopped at the location where the suction hose 19 is installed. Next, the worker operates the lifting mechanism 33 with the operation switch 35 to raise the exciter 31, and the exciter 3
1 is applied to the bottom wall 11C of the steel car 11, and the vibrator 31 is activated to vibrate the steel car 11 itself. And muddy excavated soil 13
When forced to vibrate and breathe muddy water, steel car 1
Water rises to the top of the tank 1, forming a water tank 13A. Next, the worker positions the tip of the suction hose 19 at the top of the steel car 11, opens the valve 23, suctions the floating water with the suction hose 19, and discharges it to the turbid water treatment tank outside the mine through the drain pipe 15. let As a result, the excavated soil in the steel car 11 contains less moisture. Next, once the water floating inside the steel car 11 has been removed, the suction hose 19 is taken out from the steel car 11, the lifting mechanism 33 is activated to lower the exciter 31, and the steel car 11 is moved outside the mine again. Let it run. In this second embodiment, as in the first embodiment, the remaining soil can be easily disposed of by adding a small amount of improving material, the work load for soil improvement on the hopper side is reduced, and the remaining soil is disposed of. Work efficiency can be improved and residual soil disposal costs can be reduced.
【0011】[0011]
【発明の効果】以上のように本発明によれば、シールド
機で掘削された泥水掘削土を鋼車に積載し坑外に運搬す
る過程で、泥水掘削土から泥水を除去するようにしたの
で、ホッパー側での土質改良作業を軽減し、残土作業の
効率化と残土処理費の低減化を図ることが可能となる。[Effects of the Invention] As described above, according to the present invention, muddy water is removed from the muddy excavated soil during the process of loading the muddy excavated soil on a steel car and transporting it outside the mine. , it is possible to reduce soil improvement work on the hopper side, improve the efficiency of leftover soil work, and reduce the cost of handling leftover soil.
【図1】本発明の第1実施例を説明するためのトンネル
坑内の断面側面図である。FIG. 1 is a cross-sectional side view of a tunnel for explaining a first embodiment of the present invention.
【図2】本発明の第1実施例を説明するためのトンネル
坑内の断面正面図である。FIG. 2 is a cross-sectional front view of the inside of a tunnel for explaining the first embodiment of the present invention.
【図3】本発明の第2実施例を説明するためのトンネル
坑内の断面側面図である。FIG. 3 is a cross-sectional side view of the inside of a tunnel for explaining a second embodiment of the present invention.
【図4】本発明の第2実施例を説明するためのトンネル
坑内の断面正面図である。FIG. 4 is a cross-sectional front view of a tunnel interior for explaining a second embodiment of the present invention.
1 セグメント 7 レール 11 鋼車 25,31 起振機 33 昇降機構 1 Segment 7 Rail 11 Steel car 25, 31 Exciter 33 Lifting mechanism
Claims (3)
土を鋼車に積載する第1の工程と、前記鋼車を坑外に搬
送させる第2の工程と、前記第2の工程において、鋼車
に振動を与えて鋼車内の泥水掘削土から水分を分離させ
、鋼車内の上部に水分を浮上させる第3の工程と、前記
第3の工程で鋼車内で浮上した水を鋼車内から坑外に排
出する第4の工程と、を備えることを特徴とするシール
ド工法における泥水掘削土の泥水除去方法。1. A first step of loading muddy excavated soil excavated by a shield machine onto a steel car, a second step of transporting the steel car outside the mine, and a steel car in the second step. A third step in which water is separated from the muddy excavated soil inside the steel car by applying vibration to the steel car, and the water floats to the top of the steel car, and the water that has surfaced inside the steel car in the third step is transferred from inside the steel car to the outside of the mine. A fourth step of discharging muddy water from muddy excavated soil in a shield construction method.
壁に当接することで行なわれる請求項1記載のシールド
工法における泥水掘削土の泥水除去方法。2. The method for removing muddy water from muddy excavated soil in a shield construction method according to claim 1, wherein the third step is carried out by bringing an exciter into contact with a side wall of a steel car.
するように鋼車の軌道上に昇降動可能に配設された起振
機で行なわれる請求項1記載のシールド工法における泥
水掘削土の泥水除去方法。3. The shield construction method according to claim 1, wherein the third step is carried out using a vibrator that is movably arranged on the track of the steel car so as to come into contact with the bottom wall of the steel car. Method for removing muddy water from muddy excavated soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3069047A JP2839961B2 (en) | 1991-03-07 | 1991-03-07 | Mud removal method of mud excavated soil in shield method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3069047A JP2839961B2 (en) | 1991-03-07 | 1991-03-07 | Mud removal method of mud excavated soil in shield method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04281994A true JPH04281994A (en) | 1992-10-07 |
| JP2839961B2 JP2839961B2 (en) | 1998-12-24 |
Family
ID=13391278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3069047A Expired - Fee Related JP2839961B2 (en) | 1991-03-07 | 1991-03-07 | Mud removal method of mud excavated soil in shield method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2839961B2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57178894U (en) * | 1981-05-07 | 1982-11-12 | ||
| JPH0226698A (en) * | 1988-07-18 | 1990-01-29 | Maeda Corp | Method and apparatus for dehydrating soil with high water content |
-
1991
- 1991-03-07 JP JP3069047A patent/JP2839961B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57178894U (en) * | 1981-05-07 | 1982-11-12 | ||
| JPH0226698A (en) * | 1988-07-18 | 1990-01-29 | Maeda Corp | Method and apparatus for dehydrating soil with high water content |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2839961B2 (en) | 1998-12-24 |
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Free format text: JAPANESE INTERMEDIATE CODE: R250 |
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