JP2003074292A - Boring machine recovery lock - Google Patents
Boring machine recovery lockInfo
- Publication number
- JP2003074292A JP2003074292A JP2001266597A JP2001266597A JP2003074292A JP 2003074292 A JP2003074292 A JP 2003074292A JP 2001266597 A JP2001266597 A JP 2001266597A JP 2001266597 A JP2001266597 A JP 2001266597A JP 2003074292 A JP2003074292 A JP 2003074292A
- Authority
- JP
- Japan
- Prior art keywords
- excavator
- cylindrical body
- boring machine
- tip
- lock
- 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.)
- Pending
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
【0001】
【発明の属する技術分野】本発明は、推進工法において
先端の掘進機を到達立坑内に取り込む際の回収ロックに
関するものである。
【0002】
【従来技術】推進工法は、推進管の先頭に設置した掘進
機によって、発進立坑から地山を掘削しながら推進管を
地中に推進埋設していく方法であり、掘進機は到達立坑
内に取り込むことによって回収される。回収の方法とし
ては、到達立坑前面に掘進機が到達した時点で、到達立
坑の土留め壁に掘進機の外径よりも大きな孔を開け、掘
進機の外径よりも小さな孔を有したリング状のゴム板を
後端部に装備した筒体からなる到達坑口壁を、前記した
土留め壁の孔部分に固定する。到達坑口壁の設置が完了
すると、掘進機を前進させて到達坑口壁の筒体内に導
き、ゴム板の孔を拡径しながら到達立坑内へと取り込ま
れる。掘進機は、ゴム板の孔を拡径しながら摺動して取
り込まれるために、坑外からの土砂や地下水を遮断す
る。
【0003】
【発明が解決しようとする課題】前記した到達坑口壁
は、地下水の少ない良質の土質では掘進機の外殻にゴム
板が密着して土砂や地下水を遮断するが、土質が玉石や
礫層の場合は、掘進機の前進とともに掘進機外殻とゴム
板の間に玉石や礫が噛み込み、地下水や土砂が噴出して
坑内に流れ込むという問題があるが、この問題に対して
迅速な対処の方法がなく、多くの土砂や地下水を到達立
坑内に呼び込むこととなり、立坑周辺の地盤沈下や構造
物への悪影響を与えることとなる。特に地下水圧の高い
土質では顕著である。
【0004】このため、本発明は、地下水圧が大きく軟
弱な土質や玉石や礫層の土質でも到達立坑内に地下水や
土砂を侵入させることなく安全に掘進機を回収できる掘
進機回収用ロックを提供するものである。
【0005】
【課題を解決するための手段】すなわち本発明は、推進
管の先頭に切削手段を装備した掘進機を設置し、地山を
切削しながら推進管を地中に推進埋設していく推進工法
で、先端の掘進機を到達立坑内に到達させるための回収
ロックおいて、掘進機の外径よりも大きな内径を有し、
掘進機の全長よりも長くした筒体と、前記筒体の先端フ
ランジに筒体の外径よりも大きな径を有し中央部に掘進
機の外径よりも小さな孔を設けて係止されるリング状の
ゴム板と、前記筒体の先端を土留め壁に固設させる固定
手段と、前記筒体の後端に筒体を塞ぐように固設する閉
塞蓋と、により構成される掘進機回収用ロックである。
【0006】筒体は、掘進機が収納できるように掘進機
の外径より余裕をもった大きさの内径を有するように円
筒状に製作され、推進方向には掘進機の全長よりも大き
な長さをもって製作されている。掘進機外径が大きい場
合には、上下及び前後に分割した構造とすることによっ
て、組立てや解体作業が容易にできる。筒体の材質は、
比較的強度のある鋼材が用いられ、筒内に充填される水
圧等に対しても十分に耐えれるように、リブ材や形鋼等
によって補強が行われている。
【0007】閉塞蓋は、前記筒体の後端を塞ぐように固
設されている。固設方法としては、溶接による方法でも
良いが、取り外し可能とするために円周方向に所定の間
隔を置いてボルト・ナットにより固設方法を用いること
も可能である。開閉蓋の材質も、水圧等によって変形し
たり破損しないように、鋼材を用いてリブ材や形鋼によ
って補強が施されている。
【0008】前記筒体の先端には、筒体の外径よりも大
きな径を有したリング状のゴム板が設置されている。ゴ
ム板の中央は、掘進機の外径よりやや小さい径の孔が設
けられている。ゴム板は、筒体の先端外周に設けたフラ
ンジに取り付けられ、筒体のフランジとともに土留め壁
に固定手段により固設される。固定手段としては、土留
め壁がコンクリート構造の場合は、コンクリート中の円
周方向に所定の間隔を置いてアンカーボルトを埋め込ん
でおき、ゴム板を挟むようにして筒体のフランジ部でナ
ットにより固設する方法が用いられ、鋼矢板等の鋼材構
造の場合は、ゴム板を挟む前部のフランジを土留め壁に
溶接して、フランジ部分をコンクリートで覆って補強す
る固設方法が用いられる。
【0009】掘進機が到達立坑土留め壁の近くにくる
と、一旦推進施工を停止して掘進機の到達位置の土留め
壁に掘進機外径よりやや大きめの径で貫通孔を開け、そ
の部分に掘進機回収用ロックを設置する。掘進機回収用
ロックの設置が完了すると、掘進機回収用ロックに設け
た注入孔より水または泥水を、掘進機回収用ロック内に
注入して充満させる。そして、再び掘進機を前進させて
掘進機回収ロックの先端に設けたゴム板の孔内を通して
掘進機回収ロック内に挿入させていく。この時、掘進機
の挿入とともに掘進機回収ロックに設けた排水孔より、
水または泥水を排水して掘進機回収ロック内の圧力が一
定圧以上大きくならないようにしている。掘進機の全体
が掘進機回収ロック内に収納し終わると、掘進機回収ロ
ック内の水または泥水を抜き、地下水や土砂の侵入が無
いかを確認してから、掘進機回収ロックを解体し、掘進
機を先頭の推進管から取り外し到達立坑外に撤去する。
【0010】
【発明の実施の形態】以下、本発明の実施形態を図面を
基に説明する。図1は、本発明の掘進機回収用ロックを
説明する縦断面図である。到達立坑1は、コンクリート
構造の土留め壁2によって構築されている。掘進機9が
到達する土留め壁2の箇所には、掘進機9の外径よりも
やや大きな径で土留め壁2に貫通孔14が開けられてい
る。貫通孔14部には、貫通孔14の径よりも大きな内
径を有し、掘進機9の全長よりも長くした筒体4と、筒
体4の先端に設けられる掘進機9外径よりも小さな孔を
有したリング状のゴム板と、筒体4の後端に筒体4を塞
ぐように固設する閉塞蓋5とより掘進機回収用ロック3
が構成され、掘進機回収用ロック3の先端に設けたフラ
ンジ7が固定手段15によって土留め壁2に固設されて
いる。筒体4頂部には、水または泥水を注入する注入孔
11が設けられている。閉塞蓋5の下方には、水または
泥水を排水させる排水孔12が設けられている。
【0011】掘進機9が到達立坑1の手前までくると、
推進施工を一旦停止し掘進機9が到達する位置の土留め
壁2に貫通孔14を開ける。そして、貫通孔14部に筒
体4や閉塞蓋5及びゴム板6を組み立てた掘進機回収用
ロック3を設置して固設する。掘進機回収用ロック3の
固設が完了すると、注入孔11より水または泥水が掘進
機回収ロック3内に注入され、充填される。充填が完了
すると、推進施工が再開されて掘進機9が前進し土留め
壁2の貫通孔14内に入ってくる。掘進機9の先端は、
貫通孔14を通ると掘進機回収用ロック3の先端に設け
たゴム板6の孔に当接し、孔を押し広げるように掘進機
9外殻がゴム板に密着しながら貫通していく。この時、
排水孔12からは、掘進機回収用ロック3内に所定圧以
上の圧力がかからないように排水が行われる。掘進機9
と後続する推進管10の到達立坑1内への押出し分の推
進施工が完了すると、掘進機回収用ロック3内の水等が
排水され、地下水や土砂等の侵入が無いかを確認してか
ら、掘進機回収用ロック3が解体される。その後、掘進
機9を推進管10から抜き出し、吊り手段によって到達
立坑1の坑外へ撤去される。
【0012】掘進機回収用ロック3は、掘進機9の径が
小さい場合は一体化した構造としてもよいが、撤去時に
掘進機9から抜き出すために、推進方向に長いスペース
を必要とすることから、上下や前後に分割した構造が有
効である。筒体4や閉塞蓋5は、掘進機回収用ロック3
内に充満された水圧等に耐えるように、リブ材や形鋼に
よって補強されている。ゴム板6の背面をワイヤー等の
リング材8で、掘進機9外径と略同径になるように円周
方向に緊結して絞ることによって、掘進機9の外殻とゴ
ム板6の密着を向上させることができる。
【0013】図2は、図1におけるA−A矢視図であ
る。掘進機回収用ロック3の筒体4は、掘進機9が収納
可能なように掘進機9の外殻16より余裕をもった大き
さで製作されている。筒体4の先端には円周上にフラン
ジ7が設けられ前面にゴム板6を挟むようにして土留め
壁2に固定手段15によって固設されている。固設手段
15としては、土留め壁2に埋め込まれたアンカーボル
トを、ゴム板6とフランジ7に設けた孔に通してナット
によって固定させる方法が用いられる。
【0014】掘進機回収用ロック3の下方には、掘進機
回収用ロック3内に入ってくる掘進機9が所定の方向と
高さを維持するように、推進方向にレール材13が筒体
4の内壁に設けられている。レール材13としては、掘
進機9の摺動等によって変形したり破損しないように強
度のある鋼材が用いられる。
【0015】
【発明の効果】以上のように、本発明の掘進機回収用ロ
ックにより、一度に掘進機回収用ロック内に掘進機及び
推進管の押出し分までを収納できることや掘進機回収用
ロック内に水や泥水を充満した状態としていることか
ら、従来のように到達立坑内で掘進機本体を収納しない
状態で前進させることがなく、掘進機の摺動による周辺
地山の乱れはなくなり土砂や地下水の流出は少なくなっ
て、地下水や土砂が到達立坑内に噴出することはなくな
った。また、掘進機回収用ロック解体前に、ロック内へ
の地下水等の浸水の有無が確認できるため、事故発生前
に到達立坑前面の地盤改良等の対処が迅速に行える。
【0016】Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a recovery lock when a tip excavator is taken into a reaching shaft in a propulsion method. 2. Description of the Related Art The propulsion method is a method in which a propulsion pipe is buried underground while excavating the ground from a starting shaft by a drilling machine installed at the head of the propulsion pipe. Collected by taking it into a shaft. As a method of recovery, when the excavator reaches the front of the reaching shaft, a hole larger than the outer diameter of the excavator is opened in the retaining wall of the reaching shaft, and a ring with a hole smaller than the outer diameter of the excavator A reaching wellhead wall consisting of a cylindrical body equipped with a rubber-shaped rubber plate at its rear end is fixed to the hole of the retaining wall. When the installation of the arrival well wall is completed, the excavator is advanced and guided into the cylinder of the arrival well wall, and is taken into the arrival shaft while expanding the hole of the rubber plate. Since the excavator slides in while expanding the diameter of the rubber plate hole, it blocks earth and sand and groundwater from outside the mine. [0003] In the above-mentioned reaching wellhead wall, a rubber plate adheres to the outer shell of the excavator to block earth and sand and groundwater in the case of good quality soil with little groundwater, but the soil is boulder or soil. In the case of the gravel layer, there is a problem that cobblestones and gravel bite between the outer shell of the excavator and the rubber plate as the excavator advances, and groundwater and earth and sand erupt and flow into the pit. Therefore, a lot of sediment and groundwater will be drawn into the reaching shaft, which will have an adverse effect on the land subsidence and structures around the shaft. This is particularly noticeable in soils with high groundwater pressure. For this reason, the present invention provides an excavator recovery lock which can safely recover an excavator without infiltration of groundwater or earth and sand into the reaching shaft, even if the groundwater pressure is large and the soil quality is weak or cobblestone or gravel layer. To provide. [0005] That is, according to the present invention, an excavator equipped with a cutting means is installed at the head of a propulsion pipe, and the propulsion pipe is buried underground while cutting ground. In the propulsion method, in the recovery lock to make the excavator at the tip reach the arrival shaft, it has an inner diameter larger than the outer diameter of the excavator,
A cylindrical body longer than the entire length of the excavator, and a hole having a diameter larger than the outer diameter of the cylindrical body at the front end flange of the cylindrical body and smaller than the outer diameter of the excavator at the center is locked. An excavator comprising: a ring-shaped rubber plate; fixing means for fixing the front end of the cylindrical body to a retaining wall; and a closing lid fixed to the rear end of the cylindrical body so as to close the cylindrical body. It is a lock for collection. The cylindrical body is formed in a cylindrical shape having an inner diameter having a size larger than the outer diameter of the excavator so that the excavator can be stored therein, and has a length greater than the entire length of the excavator in the propulsion direction. Produced with When the outer diameter of the excavator is large, assembling and disassembling operations can be easily performed by dividing the excavator vertically and vertically. The material of the cylinder is
A relatively strong steel material is used, and reinforced with a rib material, a shape steel, or the like so as to sufficiently withstand the water pressure or the like filled in the cylinder. [0007] The closing lid is fixedly provided so as to close the rear end of the cylindrical body. The fixing method may be welding, but it is also possible to use a fixing method using bolts and nuts at predetermined intervals in the circumferential direction so as to be removable. The material of the opening / closing lid is also reinforced with a rib material or a steel shape using a steel material so as not to be deformed or damaged by water pressure or the like. A ring-shaped rubber plate having a diameter larger than the outer diameter of the cylindrical body is provided at the tip of the cylindrical body. At the center of the rubber plate, a hole having a diameter slightly smaller than the outer diameter of the excavator is provided. The rubber plate is attached to a flange provided on the outer periphery of the distal end of the cylindrical body, and is fixed to the retaining wall together with the flange of the cylindrical body by fixing means. As a fixing means, when the retaining wall is a concrete structure, anchor bolts are embedded at predetermined intervals in the circumferential direction in the concrete, and fixed with nuts at the flange of the cylinder so as to sandwich the rubber plate. In the case of a steel material structure such as a steel sheet pile, a fixed method is used in which a front flange sandwiching a rubber plate is welded to a retaining wall, and the flange portion is covered with concrete and reinforced. When the excavator comes near the reaching shaft retaining wall, the propulsion construction is stopped once, and a through hole is formed in the retaining wall at the arrival position of the excavator with a diameter slightly larger than the outer diameter of the excavating machine. A lock for excavator recovery will be installed in this area. When the setting of the excavator collection lock is completed, water or muddy water is injected into the excavator collection lock through an injection hole provided in the excavator collection lock to fill it. Then, the excavator is advanced again and inserted into the excavator recovery lock through the hole of the rubber plate provided at the tip of the excavator recovery lock. At this time, with the insertion of the excavator, from the drain hole provided in the excavator recovery lock,
Water or muddy water is drained to prevent the pressure inside the excavator recovery lock from increasing above a certain level. When the entire excavator has been stored in the excavator recovery lock, drain the water or muddy water from the excavator recovery lock, check that there is no intrusion of groundwater or earth and sand, and dismantle the excavator recovery lock. Detach the excavator from the leading propulsion pipe and remove it outside the shaft. Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional view illustrating a lock for recovering an excavator according to the present invention. The reaching shaft 1 is constructed by a retaining wall 2 having a concrete structure. At the location of the retaining wall 2 where the excavator 9 reaches, a through hole 14 is formed in the retaining wall 2 with a diameter slightly larger than the outer diameter of the excavator 9. The through-hole 14 has an inner diameter larger than the diameter of the through-hole 14 and is longer than the entire length of the excavator 9, and smaller than the outer diameter of the excavator 9 provided at the tip of the cylindrical body 4. A ring-shaped rubber plate having a hole, a closing lid 5 fixed to the rear end of the cylindrical body 4 so as to close the cylindrical body 4, and an excavator collection lock 3.
The flange 7 provided at the tip of the excavator collection lock 3 is fixed to the earth retaining wall 2 by fixing means 15. An injection hole 11 for injecting water or muddy water is provided at the top of the cylinder 4. A drain hole 12 for draining water or muddy water is provided below the closing lid 5. When the excavator 9 comes before the reaching shaft 1,
The propulsion work is temporarily stopped, and a through hole 14 is opened in the retaining wall 2 at a position where the excavator 9 reaches. Then, the excavator collection lock 3 in which the cylindrical body 4, the closing lid 5 and the rubber plate 6 are assembled is installed and fixed in the through hole 14 portion. When the fixation of the excavator recovery lock 3 is completed, water or muddy water is injected into the excavator recovery lock 3 from the injection hole 11 and filled. When the filling is completed, the propulsion construction is resumed, and the excavator 9 moves forward and enters the through hole 14 of the retaining wall 2. The tip of the excavator 9
After passing through the through hole 14, the excavator 9 comes into contact with the hole of the rubber plate 6 provided at the tip of the excavator collection lock 3, and the outer shell of the excavator 9 penetrates the rubber plate so as to be pushed and widened. At this time,
Drainage is performed from the drainage hole 12 such that a pressure equal to or higher than a predetermined pressure is not applied to the excavator recovery lock 3. Excavator 9
After completion of the propulsion of the extruded portion of the propulsion pipe 10 into the arrival shaft 1 after the completion of the excavation, the water and the like in the excavator recovery lock 3 are drained, and it is confirmed that there is no intrusion of groundwater or earth and sand. The excavator recovery lock 3 is dismantled. Thereafter, the excavator 9 is pulled out from the propulsion pipe 10 and is removed outside the attainable shaft 1 by the suspension means. When the diameter of the excavator 9 is small, the excavator recovery lock 3 may have an integrated structure. However, since the excavator 9 needs to have a long space in the propulsion direction to be pulled out of the excavator 9 at the time of removal. A structure divided into upper, lower, front and rear is effective. The cylindrical body 4 and the closing lid 5 are provided with an excavator recovery lock 3.
It is reinforced with ribs and steel to withstand the water pressure filled inside. The rear surface of the rubber plate 6 is tightly squeezed by a ring member 8 such as a wire in the circumferential direction so as to have substantially the same diameter as the outer diameter of the excavator 9, so that the outer shell of the excavator 9 and the rubber plate 6 are in close contact Can be improved. FIG. 2 is a view taken in the direction of arrows AA in FIG. The cylindrical body 4 of the excavator recovery lock 3 is manufactured to have a size larger than the outer shell 16 of the excavator 9 so that the excavator 9 can be stored. A flange 7 is provided on the circumference at the tip of the cylindrical body 4, and is fixed to the retaining wall 2 by fixing means 15 so as to sandwich the rubber plate 6 on the front surface. As the fixing means 15, a method is used in which an anchor bolt embedded in the retaining wall 2 is passed through holes provided in the rubber plate 6 and the flange 7 and is fixed by a nut. Below the excavator recovery lock 3, a rail 13 is provided in a propulsion direction so that the excavator 9 entering the excavator recovery lock 3 maintains a predetermined direction and height. 4 is provided on the inner wall. As the rail member 13, a steel material having strength so as not to be deformed or damaged by sliding of the excavator 9 or the like is used. As described above, the excavator recovery lock according to the present invention allows the excavator and the propulsion pipe to be pushed out of the excavator recovery lock at a time, and the excavator recovery lock. Since the inside of the shaft is filled with water and muddy water, it does not move forward with the excavator body not housed in the reaching shaft as in the past, the disturbance of the surrounding ground due to sliding of the excavator is eliminated, and And groundwater runoff has been reduced, and groundwater and sediment no longer erupt into the arrival shaft. In addition, before dismantling of the lock for recovering the excavator, the presence or absence of inundation of groundwater or the like in the lock can be confirmed, so that measures such as ground improvement at the front of the reaching shaft can be quickly taken before an accident occurs. [0016]
【図面の簡単な説明】
【図1】本発明の掘進機回収用ロックを説明する縦断面
図である。
【図2】図1におけるA−A矢視図である。
【符号の説明】
1 到達立坑
2 土留め壁
3 掘進機回収用ロック
4 筒体
5 閉塞蓋
6 ゴム板
7 フランジ
8 リング材
9 掘進機
10 推進管
11 注入孔
12 排水孔
13 レール材
14 貫通孔
15 固定手段
16 外殻BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view illustrating a lock for recovering an excavator according to the present invention. FIG. 2 is a view taken in the direction of arrows AA in FIG. [Description of Signs] 1 Arrival shaft 2 Retaining wall 3 Excavator recovery lock 4 Cylindrical body 5 Closure lid 6 Rubber plate 7 Flange 8 Ring material 9 Excavator 10 Propulsion pipe 11 Injection hole 12 Drainage hole 13 Rail material 14 Through hole 15 fixing means 16 outer shell
Claims (1)
を設置し、地山を切削しながら推進管を地中に推進埋設
していく推進工法で、先端の掘進機を到達立坑内に到達
させるための回収ロックにおいて、 掘進機の外径よりも大きな内径を有し、掘進機の全長よ
りも長くした筒体と、前記筒体の先端フランジに筒体の
外径よりも大きな径を有し中央部に掘進機の外径よりも
小さな孔を設けて係止されるリング状のゴム板と、前記
筒体の先端を土留め壁に固設させる固定手段と、前記筒
体の後端に筒体を塞ぐように固設する閉塞蓋と、により
構成されることを特徴とする掘進機回収用ロック。Claims: 1. An excavator equipped with a cutting means at the head of a propulsion pipe is installed, and the propulsion construction method of propelling and burying the propulsion pipe underground while cutting the ground. In a recovery lock for allowing the excavator to reach the arrival shaft, a cylinder having an inner diameter larger than the outer diameter of the excavator and being longer than the entire length of the excavator; A ring-shaped rubber plate having a diameter larger than the outer diameter and provided at the center with a hole smaller than the outer diameter of the excavator, and fixing means for fixing the tip of the cylindrical body to the retaining wall; And a closing lid fixedly mounted on the rear end of the cylindrical body so as to close the cylindrical body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001266597A JP2003074292A (en) | 2001-09-04 | 2001-09-04 | Boring machine recovery lock |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001266597A JP2003074292A (en) | 2001-09-04 | 2001-09-04 | Boring machine recovery lock |
Publications (1)
Publication Number | Publication Date |
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JP2003074292A true JP2003074292A (en) | 2003-03-12 |
Family
ID=19092858
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001266597A Pending JP2003074292A (en) | 2001-09-04 | 2001-09-04 | Boring machine recovery lock |
Country Status (1)
Country | Link |
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JP (1) | JP2003074292A (en) |
-
2001
- 2001-09-04 JP JP2001266597A patent/JP2003074292A/en active Pending
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