JP4931635B2 - How to reassemble the excavator - Google Patents

How to reassemble the excavator Download PDF

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JP4931635B2
JP4931635B2 JP2007044076A JP2007044076A JP4931635B2 JP 4931635 B2 JP4931635 B2 JP 4931635B2 JP 2007044076 A JP2007044076 A JP 2007044076A JP 2007044076 A JP2007044076 A JP 2007044076A JP 4931635 B2 JP4931635 B2 JP 4931635B2
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excavator
wire rope
inner cylinder
outer cylinder
cylinder part
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豊 加島
秀行 武内
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大豊建設株式会社
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この発明は、内筒部回収可能型掘進の再組立方法に関する。 The present invention relates to a method for reassembling an inner cylinder portion-recoverable excavator .

近年、下水道等の管路の建設において、既設の管路・人孔との接合や、到達立坑の用地が充分確保できないような場合、掘削完了後に掘進機を回収して引揚げることができないことが多い。   In recent years, in the construction of pipelines such as sewers, when it is not possible to secure sufficient land for connecting existing pipes and manholes or for reaching shafts, the excavator cannot be recovered and lifted after excavation is completed. There are many.

また、掘削途中に切羽にシートパイルや杭のような障害物があると、先に進むことができなくなることがある。   Also, if there are obstacles such as sheet piles or piles on the face during excavation, it may not be possible to proceed further.

掘進機が回収できない場合、解体しなければならない。しかしながら、解体にあたっては狭い空間内において火器による切断など作業者にとって劣悪な作業が伴うと共に、掘進機が再利用できなくなり、資源の有効活用の面でも経済的に損失である。 If the excavator cannot be recovered, it must be dismantled. However, in dismantling, inferior work for workers such as cutting with a firearm in a narrow space is accompanied, and the excavator cannot be reused, which is economically loss in terms of effective use of resources.

また、進路の途中に障害物がある場合、それを撤去する必要があるが、地上が例えば民家が密集した住宅地であったりすると地上側から立坑を掘ったりして切羽前面に作業者が入って作業を行うことができない、という課題がある。   Also, if there are obstacles along the way, it is necessary to remove them, but if the ground is a residential area where private houses are densely packed, for example, a shaft will be dug from the ground side, and an operator will enter the front of the face. There is a problem that the work cannot be performed.

この発明は上記のことに鑑み提案されたもので、その目的とするところは、掘進機の主要部を容易に回収でき、かつ再び管路内に引き戻して掘進機を組み立て、再発進させることができ、経済的な回収した掘進機の再組立方法を提供することにある。
この発明は、掘進機の主要部である、内筒を包有してなるカッター駆動体を回収・再組立して再発進するための条件として、掘進の途中に以前の工事で撤去できずに残置されたシートパイルや杭のような障害物が存在し、これを地上から撤去できない場合に適用すると好適である。
The present invention has been proposed in view of the above, and the object of the present invention is that the main part of the excavator can be easily recovered and pulled back into the pipeline again to assemble the excavator and restart it. It is to provide a re-assembling method of economical recovered excavator.
The present invention, which is the main part of the excavator, as a condition for recovering and re-assemble and re-start the cutter drive body the inner cylinder formed by inclusions, in the middle of excavation unable removal in previous work It is suitable to be applied when there are obstacles such as left piles and piles that cannot be removed from the ground.

請求項1記載の本発明は、掘進機の再組立方法において、掘進機外筒部の内側に、カッター駆動体を構成する内筒部が着脱自在となっている掘進機を掘進し、所定の掘進位置にて、前記掘進機外筒部から前記カッター駆動体の内筒部を分離し、前記掘進機外筒部は残置し、推進管内に発進立坑から搬送台車を搬入し、前記内筒部に連結し、引き出すことができるよう前記推進管内の掘削設備を撤去した後、前記内筒部の後部に前記搬送台車を連結し、前記搬送台車を牽引手段により前記発進立坑へ引き出し前記内筒部を回収する掘進機の回収方法において、前記推進管に前記カッター駆動体およびこれに連結された搬送台車を引き込み、前記搬送台車にはウィンチが搭載され、前記掘進機外筒部に第2のワイヤーロープの一端部を固定し、第2のワイヤーロープの他端を前記ウィンチに連結し、ウィンチで第2のワイヤーロープを巻き上げて前記カッター駆動体および搬送台車を前記掘進機外筒部まで接近させ、前記掘進機外筒部内に前記カッター駆動体の内筒部を嵌入させ、かつ一体化し、前記第2のワイヤーロープの一端部を外して前記ウィンチで巻き上げて回収し、前記内筒部から前記搬送台車を分離し前記掘進機を再組立し、再発進可能としたことを特徴とする
請求項記載の本発明は、請求項記載の掘進機の再組立方法において、前記掘進機外筒部内にはその長さ方向に沿ってワイヤーロープ貫通管が設けられ、前記第2のワイヤーロープの一端部は掘進機外筒部のワイヤーロープ固定部に固定され、他端部はワイヤーロープ貫通管の前部から引き出され、かつ前記内筒部の隔壁に設けられたワイヤーロープ通し孔を経て前記ウィンチに連結されたことを特徴とする。
請求項記載の本発明は、請求項記載の掘進機の再組立方法において、前記掘進機外筒部内に前記内筒部を嵌入させる際、前記搬送台車の後方に反力架台を設け、この反力架台に設けた押し込みジャッキにより前記搬送台車を押し込み前記内筒部を前記掘進機外筒部内に嵌入させることを特徴とする。
According to the first aspect of the present invention, in the reassembling method of the excavator , the excavator in which the inner cylinder part constituting the cutter driving body is detachable is digged inside the outer cylinder part of the excavator, At the excavation position, the inner cylinder portion of the cutter driving body is separated from the outer cylinder portion of the excavator, the outer cylinder portion of the excavator is left, and the carriage is carried into the propelling pipe from the start shaft, and the inner cylinder portion After the excavation equipment in the propulsion pipe is removed so that it can be connected and pulled out, the transport carriage is connected to the rear part of the inner cylinder part, and the transport carriage is pulled out to the start shaft by traction means. In the excavator recovery method, the cutter driving body and a transport carriage connected thereto are drawn into the propulsion pipe, a winch is mounted on the transport carriage, and a second wire is mounted on the outer cylinder of the excavator. Secure one end of the rope and The other end of the wire rope is connected to the winch, the second wire rope is wound up by the winch, the cutter driving body and the transport carriage are brought close to the engraving machine outer cylinder part, and the cutter is placed in the engraver outer cylinder part The inner cylinder part of the driving body is fitted and integrated, the one end part of the second wire rope is removed, the winch is wound up and collected, the transport carriage is separated from the inner cylinder part, and the excavator is restarted. It can be assembled and re-started .
The present invention is claimed in claim 2, wherein, in the re-assembling method of excavator according to claim 1, wherein the excavation outside cylindrical portion wire rope through tube is provided along its length, the second wire One end of the rope is fixed to the wire rope fixing portion of the outer cylinder portion of the excavator, and the other end is pulled out from the front portion of the wire rope penetrating pipe, and the wire rope through hole provided in the partition wall of the inner cylinder portion is provided. After that, it is connected to the winch.
According to a third aspect of the invention, the reassembly process of excavator according to claim 1, when for fitting the inner cylindrical portion in the excavation outside cylindrical portion provided with a reaction force frame to the rear of the transport carriage, The transport carriage is pushed in by a push-in jack provided on the reaction force stand, and the inner cylinder portion is fitted into the outer cylinder portion of the excavator.

本発明によれば、掘進の進路に障害物がある場合、切羽に作業者が入ることなく、また、火器等を用いて掘進機を解体することなく、掘進機の主要部を容易に掘進機外筒部から切り離して発進立坑に回収し、障害物を取り除いた後、掘進機主要部を再度坑内に搬入し、残置されていた掘進機外筒部と容易に一体化して掘進機を再組立して掘進を再開することができる According to the present invention, when there is an obstacle in the course of excavation, the main part of the excavator can be easily excavated without an operator entering the face and without dismantling the excavator using a firearm or the like. After separating from the outer cylinder part and collecting it in the starting shaft, removing the obstacles, the main part of the excavator is reintroduced into the pit and easily integrated with the remaining excavator outer cylinder part to reassemble the excavator Then you can resume digging .

以下、図面に沿って本発明の実施例を説明する。実施例では推進工法における掘進機(一般に推進機ともいう)に本発明を適用した場合について説明する。   Embodiments of the present invention will be described below with reference to the drawings. In the embodiment, a case where the present invention is applied to an excavator (generally also referred to as a propulsion device) in the propulsion method will be described.

図1(a)は掘進途中において掘進機が障害物に遭遇した場合を示す。図1(b)は掘進機の正面図、図1(c)は図1(a)において掘進機外筒部の構成を示す説明図である。   FIG. 1A shows a case where the excavator encounters an obstacle during excavation. FIG. 1B is a front view of the excavator, and FIG. 1C is an explanatory view showing the configuration of the outer cylinder portion of the excavator in FIG.

図1(a)において、1は本発明で使用される掘進機である。この掘進機1は、ほぼ円筒状をなし、構築された横坑内に残置可能な掘進機外筒部2と、この掘進機外筒部2の内側位置に内装され、内筒部4を包有してなる回収可能なカッター駆動体3とに大別され、カッター駆動体3は掘進機の主要部をなす。   In FIG. 1A, reference numeral 1 denotes an excavator used in the present invention. This excavator 1 has a substantially cylindrical shape, and is installed in an outer cylinder portion 2 of the excavator that can be left in the constructed horizontal shaft, and is provided at an inner position of the outer cylinder portion 2 of the excavator, and includes the inner cylinder portion 4. The cutter drive body 3 is roughly classified into the recoverable cutter drive body 3, and the cutter drive body 3 forms a main part of the excavator.

カッター駆動体3は、掘進機外筒部2より小径であって同心円状をなす内筒部4と、この内筒部4の前部に設けられた隔壁5と、この隔壁5の前方に設けられたカッターヘッド6と、このカッターヘッド6の後端部であって、隔壁5の後方に設けられたカッター駆動部7と、隔壁5の下方に掘削土を排出する排土装置15とを具備している。   The cutter driver 3 has an inner cylinder part 4 that is smaller in diameter than the outer cylinder part 2 of the excavator and has a concentric shape, a partition wall 5 provided in front of the inner cylinder part 4, and a front part of the partition wall 5. And a cutter driving unit 7 provided at the rear end of the partition wall 5 and a soil removal device 15 for discharging excavated soil below the partition wall 5. is doing.

掘進機外筒部2の先端部分は円筒状のフードをなし、その後方であって内側の一部は2重管構造をなし、その空間部分2a内には、(C)図に示すように、ワイヤーロープ貫通管8が掘進機外筒部2の長さ方向に沿って設けられ、ワイヤーロープ貫通管8の前部は螺子栓8aが設けられている。   The tip of the excavator outer cylinder 2 forms a cylindrical hood, and the rear part of the digging machine has a double-pipe structure inside. As shown in FIG. The wire rope penetrating pipe 8 is provided along the length direction of the excavator outer cylinder 2, and the front part of the wire rope penetrating pipe 8 is provided with a screw plug 8 a.

この螺子栓8aには、掘進させる場合はネジが螺設され、ワイヤーロープ貫通管8は塞がれ、内部に掘削土砂が侵入しないようになっている。   The screw plug 8a is screwed when digging, the wire rope penetrating tube 8 is blocked, and the excavated earth and sand do not enter inside.

内筒部4は、(C)図に示すように、掘進機外筒部2の内側に設けられた内筒取付部2bに対し、固定装置2eとボルト2fとによって着脱自在となっている。   As shown in FIG. 4C, the inner cylinder portion 4 is detachable from the inner cylinder mounting portion 2b provided inside the excavator outer cylinder portion 2 by a fixing device 2e and a bolt 2f.

なお、隔壁5にもワイヤーロープ挿通孔5aが設けられ、掘進時には同様の構成(螺子栓構造)により塞がれる。これについては、図7(C)で後述する。   The partition wall 5 is also provided with a wire rope insertion hole 5a, and is closed by a similar configuration (screw plug structure) during digging. This will be described later with reference to FIG.

カッターヘッド6は、カッター駆動部7に連結された駆動軸9と、駆動軸9の先端部のボス10の外周側に放射状に設けられ、前部にビット11を有し、かつ後部に撹拌翼12を有するカッタースポーク13とを備えている。ボス10の先端部にはフィッシュテール状のビット11aが設けられている。カッタースポーク13は、推進管2Aの内径よりも小さくて内筒部4の外径とほぼ同径に縮径可能、または掘進機外筒部2の外径とほぼ同径に拡径可能であって、放射方向の長さを伸縮自在に構成され、掘進時には拡径され、回収時には縮められる。このような伸縮自在であって外径を可変自在(拡径・縮径)なカッタースポーク13を有するカッターヘッド6は、カッタースポーク13にジャッキを仕込むことにより実現でき、例えば本願出願人の先行特許である特許第3361139号に示されるように周知である。   The cutter head 6 is provided radially on the outer peripheral side of the boss 10 at the front end portion of the drive shaft 9 connected to the cutter drive portion 7, the bit 11 at the front portion, and the stirring blade at the rear portion. And a cutter spoke 13 having 12. A fishtail-shaped bit 11 a is provided at the tip of the boss 10. The cutter spoke 13 is smaller than the inner diameter of the propulsion pipe 2A and can be reduced to substantially the same diameter as the outer diameter of the inner cylinder part 4, or can be expanded to substantially the same diameter as the outer diameter of the outer cylinder part 2 of the excavator. Thus, the length in the radial direction can be expanded and contracted, and the diameter is expanded during excavation and is contracted during recovery. The cutter head 6 having the cutter spoke 13 that can be expanded and contracted and whose outer diameter is variable (expanded diameter / reduced diameter) can be realized by charging the cutter spoke 13 with, for example, a prior patent of the applicant of the present application. This is well known as shown in Japanese Patent No. 3361139.

カッター駆動部7は、駆動モータや歯車機構(いずれも図示せず)を有し、駆動モータの駆動力が歯車機構を介し駆動軸9に伝達され、駆動軸9の先端部に固着されたカッターヘッド6を回転駆動し、切羽を掘削するようになっている。このような構成のカッター駆動部7も周知である。   The cutter drive unit 7 has a drive motor and a gear mechanism (both not shown), and the driving force of the drive motor is transmitted to the drive shaft 9 via the gear mechanism and is fixed to the tip of the drive shaft 9. The head 6 is rotationally driven to excavate the face. The cutter driving unit 7 having such a configuration is also well known.

回収可能な内筒部4は、カッターヘッド6と、カッター駆動部7が隔壁5と一体化され、このようにして構成された内筒部4を包有してなるカッター駆動体3は、残置可能な掘進機外筒部2の内側に着脱自在に内装されている。   The recoverable inner cylinder part 4 includes a cutter head 6 and a cutter driving part 7 integrated with the partition wall 5, and the cutter driving body 3 including the inner cylinder part 4 configured in this manner is left as it is. It is detachably mounted inside the possible engraver outer cylinder part 2.

前述のように、カッター駆動部7を介しカッターヘッド6は回転し、これによって切羽は掘削される。掘削土砂は隔壁前方の切羽チャンバー14に取り込まれる。この掘削土砂には、必要に応じベントナイト溶液のような作泥土材が注入され、粘性が付与されるが、このような作泥土材注入手段も周知である。   As described above, the cutter head 6 rotates through the cutter driving unit 7, and the face is excavated. The excavated soil is taken into the face chamber 14 in front of the partition wall. A mud material such as bentonite solution is injected into the excavated soil as necessary to impart viscosity. Such a mud material injection means is also well known.

切羽チャンバー14内の掘削土砂は、掘進に伴い隔壁5の下方部に接続された排土装置15を介し後方へ排出され、排出装置15からの掘削土砂は土砂圧送ポンプ16を介し坑外に排出される。隔壁5に接続された排土装置15は、後部15bが前部15aに対し着脱自在となっており、内筒部4の回収時には後部15bは分離される。また、再組立時には一体化される。このような構成も周知である。   The excavated earth and sand in the face chamber 14 is discharged to the rear through the earth removing device 15 connected to the lower part of the partition wall 5 along with the excavation, and the excavated earth and sand from the discharging device 15 is discharged out of the mine via the earth and sand pumping pump 16. Is done. The earth removing device 15 connected to the partition wall 5 has a rear portion 15b that is detachable from the front portion 15a, and the rear portion 15b is separated when the inner cylinder portion 4 is recovered. Also, they are integrated during reassembly. Such a configuration is also well known.

なお、掘進機外筒部2の後部には間隔を介し後筒2cが接続され、後筒2cおよび掘進機外筒部2は、方向修正用ジャッキ17を介し連結されている。この方向修正ジャッキ17も内筒部回収時には取り外される。   The rear cylinder 2c is connected to the rear part of the engraver outer cylinder part 2 via a gap, and the rear cylinder 2c and the engraver outer cylinder part 2 are connected via a direction correcting jack 17. This direction correcting jack 17 is also removed when the inner cylinder portion is recovered.

その他、図1(a)において、18はシートパイル、杭などの障害物、19は障害物周辺の地盤改良区間である。   In addition, in Fig.1 (a), 18 is obstacles, such as a sheet pile and a pile, 19 is a ground improvement area around an obstacle.

図2(a)はカッター駆動体に連結された本発明で用いられる搬送台車の側面図、(b)は平面図を示す。   FIG. 2A is a side view of the transport carriage used in the present invention connected to the cutter driver, and FIG. 2B is a plan view.

この搬送台車20は、内筒部4を回収・再組立時に使用される。20aは内筒部4を着脱自在な台車フレーム前部である。着脱自在手段は後述する。台車フレーム底部20bの適位置には走行用の車輪21が複数設けられている。また、台車フレーム上部20cの適位置には、搬送台車20が内筒部4の重量を支えるためにその浮き上がりを防止し、安定に走行させるための押さえ車輪22が少なくとも一以上設けられている。台車フレーム前部20aの反対側の台車フレーム後部には、ウィンチ取付板20dが設けられている。   The transport carriage 20 is used when the inner cylinder portion 4 is collected and reassembled. Reference numeral 20a denotes a front part of the carriage frame from which the inner cylinder part 4 can be freely attached and detached. The detachable means will be described later. A plurality of traveling wheels 21 are provided at appropriate positions on the bottom of the carriage frame 20b. In addition, at an appropriate position of the carriage frame upper portion 20c, at least one or more pressing wheels 22 are provided for preventing the lift of the transport carriage 20 so as to support the weight of the inner cylinder portion 4 and allowing the carriage to run stably. A winch mounting plate 20d is provided at the rear of the cart frame opposite to the cart frame front portion 20a.

ウィンチ取付板20d後面には、ウィンチ23が設けられている。23bは駆動用のウィンチモータ、23aはその両側に設けられたドラムである。ウィンチ23は搬送台車自走用で、複数設けた場合、同期制御あるいは共通のモータで駆動させて複数のドラム23aは同じ速度で駆動される。   A winch 23 is provided on the rear surface of the winch mounting plate 20d. Reference numeral 23b denotes a drive winch motor, and 23a denotes drums provided on both sides thereof. The winch 23 is for self-propelled carriages. When a plurality of winches 23 are provided, the plurality of drums 23a are driven at the same speed by being driven by synchronous control or a common motor.

また、ウィンチ取付板20dには、搬送台車20を発進立坑側へ引き込む際、第1のワイヤーロープ25の一端部を取り付けるためのワイヤーロープ取付部24が設けられている。24aはそのワイヤーロープ挿通孔である。第1のワイヤーロープ25の他端部は発進立坑側に設けられたウィンチ等(図示せず)に取り付けられる。   The winch attachment plate 20d is provided with a wire rope attachment portion 24 for attaching one end portion of the first wire rope 25 when the transport carriage 20 is pulled toward the start shaft. 24a is the wire rope insertion hole. The other end of the first wire rope 25 is attached to a winch or the like (not shown) provided on the start shaft side.

次に、掘進機の進路の途中に障害物がある場合の回収方法について説明する。 Next, a description will be given recovered method when the middle of the path of the excavator there is an obstacle.

まず、図1(a)に示すように、掘進機1のカッターヘッド6によって切羽を掘削し、掘削土砂を排土しつつ所定の長さを有し、外径D、内径D1の推進管2Aを発進立坑側で接続して継ぎ足し、発進立坑内に設けた元押しジャッキによって掘進機1を推進させる。   First, as shown in FIG. 1 (a), the face is excavated by the cutter head 6 of the excavator 1, and the propulsion pipe 2A has a predetermined length while discharging excavated earth and sand, and has an outer diameter D and an inner diameter D1. Are connected and added on the start shaft side, and the excavator 1 is propelled by a main push jack provided in the start shaft.

この場合、カッタスポーク13は伸長され拡径され、その外径は推進管2Aの外径Dとほぼ等しい。   In this case, the cutter pork 13 is expanded and expanded in diameter, and its outer diameter is substantially equal to the outer diameter D of the propulsion pipe 2A.

障害物18が存在する地盤改良区間19には、地上から地盤改良が掘進機1が到達する事前に施工されている。また、掘進機1内から水平注入によって地盤改良を施工する。   In the ground improvement section 19 where the obstacle 18 exists, the ground improvement is applied in advance before the excavation machine 1 arrives from the ground. In addition, ground improvement is performed by horizontal injection from within the excavator 1.

図1(a)は、掘進機1が障害物18の近くまで掘進した状態を示す。障害物18があった場合、図2に示すように、掘進機1のカッタースポーク13の径を回収可能な径D3に縮径する。この径D3は隔壁5の外径D2(図1(b)参照)とほぼ同径か小であり、推進管外径D>推進管内径D1>隔壁外径D2≧カッタースポーク縮径D3、となっている。   FIG. 1A shows a state where the excavator 1 has dug up to the vicinity of the obstacle 18. When there is an obstacle 18, as shown in FIG. 2, the diameter of the cutter spoke 13 of the excavator 1 is reduced to a recoverable diameter D3. The diameter D3 is substantially the same as or smaller than the outer diameter D2 of the partition wall 5 (see FIG. 1B), and the propulsion tube outer diameter D> the propulsion tube inner diameter D1> the partition wall outer diameter D2 ≧ the cutter spoke reduced diameter D3. It has become.

また、内筒部4を包有してなるカッター駆動体3の回収に先立ち、掘進機1の隔壁5に前端が取り付けられた排土装置15の後部15b、土砂圧送ポンプ16、方向修正ジャッキ17、その他の掘進設備を坑内から撤去・搬出する。   Prior to the recovery of the cutter driving body 3 including the inner cylinder portion 4, the rear portion 15 b of the earth removing device 15 whose front end is attached to the partition wall 5 of the excavator 1, a sediment pressure feeding pump 16, and a direction correcting jack 17. Remove and remove other excavation equipment from the mine.

次に、掘進機外筒部2の内筒取付部からカッター駆動体3の内筒部4を、図1(c)に示すように、掘進機外筒部2の内側に設けた図示上断面ほぼL字状の固定装置2eに設けたボルト2fを外すなどして分離する。   Next, as shown in FIG. 1 (c), the upper cross section in the figure provided from the inner cylinder mounting part of the engraver outer cylinder part 2 to the inner cylinder part 4 of the cutter driving body 3 inside the engraver outer cylinder part 2. The bolts 2f provided on the substantially L-shaped fixing device 2e are detached and separated.

発進立坑側にある搬送台車20を坑内に搬入し、図2に示すように、その台車フレーム前板20aを内筒部4の後部に当接させ、内筒部4の後部外周部に設けられたフランジ状の連結部に台車フレーム前板20aを当接させ両者を連結する。図4、図5では、図2(a)、(b)で示したウィンチモータ23の図示は省略してある。   The carriage 20 on the start shaft side is carried into the pit, and as shown in FIG. 2, the carriage frame front plate 20a is brought into contact with the rear part of the inner cylinder part 4, and is provided on the outer periphery of the rear part of the inner cylinder part 4. The carriage frame front plate 20a is brought into contact with the flanged connecting portion to connect the two. 4 and 5, the illustration of the winch motor 23 shown in FIGS. 2A and 2B is omitted.

連結方法は、当接部でボルト等によって固定、あるいは支え桁によって支持固定すれば良い。   The connection method may be fixed by a bolt or the like at the contact portion or supported and fixed by a support beam.

次に、図5に示すように、第1のワイヤーロープ25の一端部を搬送台車20のワイヤロープ挿通孔24aに連結する。第1のワイヤーロープ25の他端部は発進立坑側のウィンチ(図示せず)に連結される。   Next, as shown in FIG. 5, one end of the first wire rope 25 is connected to the wire rope insertion hole 24 a of the transport carriage 20. The other end of the first wire rope 25 is connected to a winch (not shown) on the start shaft side.

そして、ウィンチを巻き上げ、カッター駆動体を構成する内筒部4を搬送台車20を介し発進立坑側へ引き出す。   Then, the winch is rolled up and the inner cylinder part 4 constituting the cutter driving body is pulled out to the start shaft side through the transport carriage 20.

このようにすれば、切羽に人が入ることなく、カッタ−ヘッド6、カッター駆動部7等が一体化された内筒部4を坑内側から発進立坑側に回収することができる。 If it does in this way, the inner cylinder part 4 with which the cutter head 6, the cutter drive part 7, etc. were integrated can be collect | recovered from the inner side of a shaft to the start pit side, without a person entering a face.

次に障害物18の撤去方法について説明する。   Next, a method for removing the obstacle 18 will be described.

障害物18がシートパイルの場合、発進立坑から作業者が入り、掘削残土を片付けて坑内側にて障害物18を切断して撤去する。図6はその状態を示す。掘進機外筒部2は残置されているが内筒部4は内筒取付部2bから撤去されているため、作業空間が確保でき安全確実に作業をスムースに行うことができる。   When the obstacle 18 is a sheet pile, an operator enters from the starting pit, clears excavated soil, cuts the obstacle 18 inside the mine, and removes it. FIG. 6 shows this state. Although the outer cylinder part 2 of the excavator is left behind, the inner cylinder part 4 is removed from the inner cylinder mounting part 2b, so that a working space can be secured and the work can be performed smoothly and safely.

この場合、地盤改良区間19は予め地盤改良によって周囲の地盤の止水性は確保され崩壊しないよう安定しているので、作業者は安全に作業を行うことができる。なお、必要に応じて、掘進機1と障害物18との隙間に最小限の山留工を設けることもある。   In this case, the ground improvement section 19 is stable so that the water stoppage of the surrounding ground is secured in advance by the ground improvement and does not collapse. Therefore, the worker can work safely. If necessary, a minimum mountain retaining work may be provided in the gap between the excavator 1 and the obstacle 18.

次に本発明に係る掘進機の再組立、再発進方法について説明する。 Next, a method for reassembling and restarting the excavator according to the present invention will be described.

内筒部4を坑内に搬入するために、図7(a)〜(c)に示すように、坑内の切羽側に残置された掘進機外筒部2に内筒部牽引用の第2のワイヤーロープ26の一端部を固定し、第2のワイヤーロープ26の他端部側をワイヤーロープ貫通管8の後部のワイヤーロープ挿入口8bから管内に挿入する。   In order to carry the inner cylinder part 4 into the mine, as shown in FIGS. 7A to 7C, a second for pulling the inner cylinder part is provided in the excavator outer cylinder part 2 left on the face side in the mine. One end of the wire rope 26 is fixed, and the other end of the second wire rope 26 is inserted into the pipe from the wire rope insertion port 8b at the rear of the wire rope penetrating pipe 8.

そして、螺子栓8aを開放し、掘進機外筒部2の先端部に設けられたワイヤーロープ貫通管8のワイヤーロープ引出口8a’から第2のワイヤーロープ26を坑内側へ引き出す。   Then, the screw plug 8a is opened, and the second wire rope 26 is pulled out from the wire rope outlet 8a 'of the wire rope penetrating pipe 8 provided at the tip of the excavator outer cylinder 2 to the inside of the mine.

第2のワイヤーロープ26の他端部は隔壁5に設けた螺子栓構造のワイヤ−ロープ通し孔5aの螺子栓を外し、この孔5aを経てカッター駆動体3の内筒部4の後方に取付けた搬送台車20のウィンチ23のドラム23aにそれぞれ巻き付ける。この場合、必要に応じ適宜の箇所にワイヤ長さを延長や短縮できる継ぎ手金具26aを設けても良い。   The other end portion of the second wire rope 26 is attached to the rear side of the inner cylinder portion 4 of the cutter driving body 3 through the hole 5a by removing the screw plug of the wire-rope through hole 5a of the screw plug structure provided in the partition wall 5. It is wound around the drum 23a of the winch 23 of the transport carriage 20 respectively. In this case, a fitting 26a that can extend or shorten the wire length may be provided at an appropriate position as necessary.

ウィンチモータ23bを駆動することにより、第2のワイヤーロープ26がドラム23aに巻かれて搬送台車20は移動し、これに伴い内筒部4を包有してなるカッター駆動体3も掘進機外筒部2側に移動する。   By driving the winch motor 23b, the second wire rope 26 is wound around the drum 23a and the transport carriage 20 is moved. Along with this, the cutter driver 3 including the inner cylinder portion 4 is also outside the excavator. It moves to the cylinder part 2 side.

さらにウィンチ23を駆動して第2のワイヤーロープ26を巻き取っていくことで、カッター駆動体3の内筒部4は掘進機外筒部2と接合できる位置まで搬入され、最終的に搬送台車20に固定された内筒部4は掘進機外筒部2内に嵌入される。   Further, by driving the winch 23 and winding up the second wire rope 26, the inner cylinder portion 4 of the cutter driving body 3 is carried to a position where it can be joined to the outer cylinder portion 2 of the excavator, and finally the transport carriage The inner cylinder part 4 fixed to 20 is inserted into the excavator outer cylinder part 2.

嵌入後、掘進機外筒部2にカッター駆動体3の内筒部4を固定装置2eのボルト2f等を用いて組付けて一体化する。   After insertion, the inner cylinder part 4 of the cutter driving body 3 is assembled and integrated with the outer cylinder part 2 of the excavator using the bolt 2f of the fixing device 2e.

その後、ワイヤーロープ固定部2dに固定された第2ワイヤーロープ26の一端部を外し、ウィンチ23を駆動すれば、第2のワイヤーロープ26を回収することができる。   Then, if the one end part of the 2nd wire rope 26 fixed to the wire rope fixing | fixed part 2d is removed and the winch 23 is driven, the 2nd wire rope 26 can be collect | recovered.

ワイヤーロープ回収後、ワイヤーロープ挿通管8の先端のワイヤーロープ引出口8a’はそのままとなるが、ワイヤーロープ挿入口8bは坑内側からネジを螺設して塞ぎ、隔壁5のワイヤーロープ通し孔5aにネジを螺設して孔を塞ぐ。   After the wire rope is collected, the wire rope outlet 8a ′ at the tip of the wire rope insertion tube 8 remains as it is, but the wire rope insertion port 8b is closed by screwing from the inside of the well, and the wire rope through hole 5a of the partition wall 5 is closed. Screw the screw to close the hole.

隔壁5背面の排土装置15の前部15aに後部15bを接続し、また、方向修正ジャッキ17、その他掘進に必要な設備を組み込めば掘進機の機能を回復させることができ、掘進機を到達地に向かって再発進させることができる。   If the rear part 15b is connected to the front part 15a of the earth removing device 15 on the back surface of the partition wall 5, and the direction correction jack 17 and other equipment necessary for excavation are incorporated, the function of the excavator can be restored and the excavator can be reached. It can be made to return to the ground.

これらの一連の作業は、作業者が切羽側に入ることなく行うことができる。   These series of operations can be performed without the operator entering the face side.

目的の到達部に達したら、同様にしてカッター駆動体3の内筒部4を回収し得る。本発明では、次の工事に回収した内筒部4を使用して、新規に製作した外筒部に組み付けることで、新たな掘進機として復旧できるので経済的である。   When the target reaching part is reached, the inner cylinder part 4 of the cutter driver 3 can be recovered in the same manner. In the present invention, the inner cylinder part 4 collected in the next construction is used and assembled to the newly produced outer cylinder part, so that it can be restored as a new excavator, which is economical.

カッター駆動体3の内筒部4を掘進機外筒部2内に嵌入する際に、大きな力を加える必要がある場合、図10に示す様に、反力架台27を補助的に用いれば良い。   When it is necessary to apply a large force when the inner cylinder portion 4 of the cutter driver 3 is inserted into the outer cylinder portion 2 of the excavator, the reaction force base 27 may be used as an auxiliary as shown in FIG. .

反力架台27は、前部に、先端を搬送台車20の後部に当接させ搬送台車20を押す適数本の押し込みジャッキ28が設けられている。また、反力架台27の後部には、反力ジャッキ29が適数本設けられている。この反力ジャッキ29は基端部が反力架台27に取り付けられた支持部30に支持され、ジャッキ本体は筒状のガイドケース31に収納され、反力ジャッキ27の先端は推進管2aの内面に当接可能となっており、押し込みジャッキ28を駆動し当接させて反力を取りながら搬送台車20を押し込みジャッキ28を介し押し込み、内筒部4を掘進機外筒部2内に確実に嵌入させることができる。   The reaction force base 27 is provided with an appropriate number of push-in jacks 28 at the front portion to push the transport cart 20 with the tip abutting against the rear portion of the transport cart 20. An appropriate number of reaction force jacks 29 are provided at the rear of the reaction force frame 27. The reaction force jack 29 is supported at the base end by a support portion 30 attached to the reaction force mount 27, the jack body is housed in a cylindrical guide case 31, and the tip of the reaction force jack 27 is the inner surface of the propulsion tube 2a. The conveying jack 20 is pushed in through the jack 28 while driving the pushing jack 28 to bring it into contact and taking the reaction force, so that the inner cylinder portion 4 is securely inserted into the outer cylinder portion 2 of the excavator. Can be inserted.

本工法は、作業空間の制約から人が切羽前面に入って作業することが困難な場合で、所定の能力と形状寸法を有する索引車が管路内に搬入できないような比較的小口径のトンネルや、トンネル延長が例えば200m以下のように比較的短い場合において、効果を発揮できる。   This construction method is a tunnel with a relatively small diameter that prevents a prime mover having a predetermined capacity and shape from entering the pipeline when it is difficult for a person to enter the face of the work face due to work space restrictions. In addition, the effect can be exhibited when the tunnel extension is relatively short, for example, 200 m or less.

本発明は、泥水式掘進機、泥土圧掘進機、泥濃式泥土加圧掘進機などあらゆる密閉型機械掘進機を用いた工法に適用可能である。   The present invention can be applied to a construction method using any closed type mechanical excavator such as a mud type excavator, a mud cave excavator, and a mud-type mud pressure excavator.

(a)は掘進中の掘進機が障害物に接近した状態を示す説明図、(b)は掘進機の正面図、(c)は(a)図中掘進機外筒部の部分の拡大説明図を示す。(A) is explanatory drawing which shows the state in which the excavating machine during excavation has approached the obstacle, (b) is a front view of the excavating machine, and (c) is an enlarged explanation of the portion of the excavating machine outer cylinder portion in (a). The figure is shown. (a)は搬送台車の側面図、(b)は平面図である。(A) is a side view of the conveyance truck, (b) is a plan view. 図1(a)において掘進機から排土装置の一部、土砂圧送ポンプ、方向修正ジャッキ等を撤去した状態を示す。FIG. 1 (a) shows a state in which a part of the earth removing device, the earth and sand pump, the direction correcting jack and the like are removed from the excavator. 横坑内に搬送台車を搬入し、カッター駆動体の内筒部に連結し、カッター駆動体を発進立坑側へ引き出す前段階の状態を示す説明図である。It is explanatory drawing which shows the state of the stage before carrying a conveyance trolley in a horizontal shaft, connecting with the inner cylinder part of a cutter drive body, and pulling out a cutter drive body to the starting vertical shaft side. カッター駆動体を発進立坑側へ引き出す状態を示す。The state which pulls out a cutter drive body to the start shaft side is shown. 障害物を切断した様子を示す説明図である。It is explanatory drawing which shows a mode that the obstruction was cut | disconnected. 本発明の再組立方法に係り、(a)は、カッター駆動体および連結された搬送台車を推進管内に搬入し、切羽側へ引き込む状態を示す説明図、(b)は図6(a)中A部分の拡大説明図、(c)は隔壁の部分拡大説明図である。 In the reassembly method of the present invention, (a) is an explanatory view showing a state in which a cutter driving body and a connected transport carriage are carried into a propelling pipe and pulled to the face side, and (b) is in FIG. 6 (a). An enlarged explanatory view of a portion A, (c) is a partially enlarged explanatory view of a partition wall. カッター駆動体が搬送台車を介し切羽近に残置された掘進機外筒部まで引き込まれる状態を示す説明図である。It is explanatory drawing which shows the state by which a cutter drive body is drawn in to the excavator outer cylinder part left in the vicinity of a face via a conveyance cart. 掘進機外筒部にカッター駆動体を嵌入し、掘進機を再組立した状態を示す説明図である。It is explanatory drawing which shows the state which inserted the cutter drive body in the digging machine outer cylinder part, and reassembled the digging machine. 掘進機外筒部へのカッター駆動体装着時に大きな力を加える必要がある場合の本発明の第2の実施例を示す。The 2nd Example of this invention in the case where it is necessary to apply big force at the time of cutter drive body mounting to an excavator outer cylinder part is shown.

1 掘進機
2 掘進機外筒部
2a 空間部分
2b 内筒取付部
2c 後筒
2d ワイヤーロープ固定部
2e 固定装置
2f ボルト
2A 推進管
3 カッター駆動体
4 内筒部
5 隔壁
5a ワイヤーロープ通し孔
6 カッターヘッド
7 カッター駆動部
8 ワイヤーロープ貫通管
8a 螺子栓
8a’ ワイヤーロープ引出口
8b ワイヤーロープ挿入口
9 駆動軸
10 ボス
11、11a ビット
12 撹拌翼
13 カッタースポーク
14 切羽チャンバー
15 排土装置
15a 前部
15b 後部
16 土砂圧送ポンプ
17 方向修正ジャッキ
18 障害物
19 地盤改良区間
20 搬送台車
20a 台車フレーム前部
20b 台車フレーム底部
20c 台車フレーム上部
20d ウィンチ取付板
21 車輪
22 押さえ車輪
23 ウィンチ
23a ドラム
23b ウィンチモータ
24 ワイヤーロープ取付部
24a ワイヤーロープ挿通孔
25 第1のワイヤーロープ
26 第2のワイヤーロープ
26a 継ぎ手金具
27 反力架台
28 押し込みジャッキ
29 反力ジャッキ
30 支持部
31 ガイドケース
DESCRIPTION OF SYMBOLS 1 Excavator 2 Excavator outer cylinder part 2a Space part 2b Inner cylinder attaching part 2c Rear cylinder 2d Wire rope fixing part 2e Fixing device 2f Bolt 2A Propulsion pipe 3 Cutter drive body 4 Inner cylinder part 5 Bulkhead 5a Wire rope through-hole 6 Cutter Head 7 Cutter drive unit 8 Wire rope through tube 8a Screw plug 8a 'Wire rope outlet 8b Wire rope insertion port 9 Drive shaft 10 Boss 11, 11a Bit 12 Agitation blade 13 Cutter spoke 14 Face chamber 15 Earth removal device 15a Front 15b Rear part 16 Sediment pressure pump 17 Direction correction jack 18 Obstacle 19 Ground improvement section 20 Carriage truck 20a Carriage frame front part 20b Carriage frame bottom part 20c Carriage frame upper part 20d Winch mounting plate 21 Wheel 22 Holding wheel 23 Winch 23a Drum 23b Winch motor 24 Wire Low Mounting portion 24a wire rope through hole 25 first wire rope 26 second wire rope 26a joint fitting 27 reaction force frame 28 push the jack 29 reaction force jack 30 supporting portion 31 guide case

Claims (3)

掘進機外筒部の内側に、カッター駆動体を構成する内筒部が着脱自在となっている掘進機を掘進し、所定の掘進位置にて、前記掘進機外筒部から前記カッター駆動体の内筒部を分離し、
前記掘進機外筒部は残置し、
推進管内に発進立坑から搬送台車を搬入し、前記内筒部に連結し、引き出すことができるよう前記推進管内の掘削設備を撤去した後、
前記内筒部の後部に前記搬送台車を連結し、
前記搬送台車を牽引手段により前記発進立坑へ引き出し前記カッター駆動体を構成する内筒部を回収する掘進機の回収方法において、
前記推進管に前記カッター駆動体およびこれに連結された搬送台車を引き込み、
前記搬送台車にはウィンチが搭載され、前記掘進機外筒部に第2のワイヤーロープの一端部を固定し、第2のワイヤーロープの他端を前記ウィンチに連結し、ウィンチで第2のワイヤーロープを巻き上げて前記カッター駆動体および搬送台車を前記掘進機外筒部まで接近させ、
前記掘進機外筒部内に前記カッター駆動体の内筒部を嵌入させ、かつ一体化し、
前記第2のワイヤーロープの一端部を外して前記ウィンチで巻き上げて回収し、
前記内筒部から前記搬送台車を分離し前記掘進機を再組立し、再発進可能としたことを特徴とする掘進機の再組立方法。
A digging machine in which an inner cylinder part constituting the cutter driving body is detachable is digged inside the outer cylinder part of the digging machine, and at a predetermined digging position, from the outer cylinder part of the digging machine, the cutter driving body Separate the inner cylinder,
The engraver outer cylinder part is left behind,
After removing the excavation equipment in the propulsion pipe so that the carriage can be carried from the start shaft into the propulsion pipe, connected to the inner cylinder, and pulled out,
Connecting the transport carriage to the rear part of the inner cylinder part,
In the method of recovering excavator you recover cylindrical portion in constituting the lead said cutter driving member to the starting pit by traction means the transport carriage,
Pull the cutter driver and the transport carriage connected thereto into the propulsion pipe,
A winch is mounted on the transport carriage, one end of a second wire rope is fixed to the outer cylinder portion of the excavator, the other end of the second wire rope is connected to the winch, and the second wire is connected with the winch. Hoisting the rope and bringing the cutter drive body and the transport carriage closer to the outer cylinder of the excavator,
The inner cylinder part of the cutter driving body is inserted into the outer cylinder part of the excavator and integrated,
Remove one end of the second wire rope, wind up with the winch and collect,
A reassembling method for an excavator, wherein the carriage is separated from the inner cylinder portion, the excavator is reassembled, and re-startable.
請求項1記載の掘進機の再組立方法において、前記掘進機外筒部内にはその長さ方向に沿ってワイヤーロープ貫通管が設けられ、前記第2のワイヤーロープの一端部は掘進機外筒部のワイヤーロープ固定部に固定され、他端部はワイヤーロープ貫通管の前部から引き出され、かつ前記内筒部の隔壁に設けられたワイヤーロープ通し孔を経て前記ウィンチに連結されたことを特徴とする掘進機の再組立方法。 2. The re-assembly method for an excavator according to claim 1, wherein a wire rope penetrating pipe is provided along a length direction in the excavator outer cylinder, and one end portion of the second wire rope is an excavator outer cylinder. It is fixed to the wire rope fixing part of the part, and the other end part is pulled out from the front part of the wire rope penetrating pipe and connected to the winch through the wire rope through hole provided in the partition wall of the inner cylinder part. A reassembling method for a special excavator . 請求項1記載の掘進機の再組立方法において、前記掘進機外筒部内に前記内筒部を嵌入させる際、前記搬送台車の後方に反力架台を設け、この反力架台に設けた押し込みジャッキにより前記搬送台車を押し込み前記内筒部を前記掘進機外筒部内に嵌入させることを特徴とする掘進機の再組立方法。 2. The re-assembly method for an excavator according to claim 1 , wherein when the inner cylinder portion is inserted into the outer cylinder portion of the excavator, a reaction force stand is provided behind the transfer carriage, and a push-in jack provided on the reaction force stand is provided. reassembly method of excavator, characterized in that to fit the inner cylinder portion pushing the transport carriage to the excavation outside cylindrical portion by.
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