JP2016205110A - Recovery method of shield machine - Google Patents

Recovery method of shield machine Download PDF

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JP2016205110A
JP2016205110A JP2015102255A JP2015102255A JP2016205110A JP 2016205110 A JP2016205110 A JP 2016205110A JP 2015102255 A JP2015102255 A JP 2015102255A JP 2015102255 A JP2015102255 A JP 2015102255A JP 2016205110 A JP2016205110 A JP 2016205110A
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excavator
outer shell
face plate
assembly segment
propulsion
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JP6432865B2 (en
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洋 蒲田
Hiroshi Kamata
洋 蒲田
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Suiken Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a method for recovering driving means of a shield machine to a departure shaft side, by making the shield machine buried by a propulsion method reach a side surface part of an assembly segment main pipe buried in the ground.SOLUTION: The present invention is a recovery method of a shield machine by which propulsion construction is stopped in a position of not applying large pressing force to a side surface part of an existing assembly segment main pipe on the tip of a cutter face plate by a thrust point jack equipped in the shield machine, and a lock unit capable of sealing the propulsion pipe inside and an external part by an opening-closing door is connected to the rearmost end surface of a propulsion pipe in a departure shaft, and working face ground is stabilized by applying predetermined pneumatic pressure to the propulsion pipe inside and the shield machine inside by pneumatic equipment provided in the vicinity, and while removing the cutter face plate by entering into a partition wall from an inspection door provided in the partition wall center, and a clearance between an outer shell on the shield machine tip and an existing assembly segment main pipe outer shell is fixedly connected by a divided protective plate manufactured so as to fit a diameter of a shield machine outer shell, and afterwards, driving means is removed to the departure shaft side by separating the partition wall and the driving means.SELECTED DRAWING: Figure 1

Description

本発明は、地中にシールド工法により埋設された組立合成セグメント本管や鋼製セグメント本管(以下、組立セグメント本管という)の側面部に、既設の組立セグメント本管内からの作業をすることなく、推進工法により埋設された掘進機を略直角に到達させて、組立セグメント本管外殻の鋼材と掘進機外殻の鋼材とを一体化して剛結させ、その後掘進機の駆動手段等を推進管内を通して発進立坑側に回収する方法に関するものである。  The present invention is to work from the inside of an existing assembly segment main body on the side surface of an assembly synthetic segment main pipe or a steel segment main pipe (hereinafter referred to as an assembly segment main pipe) buried in the ground by a shield method. Rather, the excavator embedded by the propulsion method is made to reach a substantially right angle, and the steel material of the assembly segment main shell and the steel material of the excavator shell are integrated and rigidly connected. It is related with the method of collect | recovering to the start shaft side through the inside of a propulsion pipe.

地中にシールド工法により埋設された組立セグメント本管に、後から枝管等を接続して合流させる計画では、既に組立セグメント本管は供用されていることが多く、組立セグメント本管内から掘進機を迎えるための補強作業等は原則として行えない。このため、組立セグメント本管の側面部と掘進機先端部の到達部分の区間に薬液注入等による補助工法を実施して周辺地盤の改良を行う方法が一般に用いられている。しかしながら、前記した従来技術の補助工法では地下の見えない部分に薬液を注入し、確実な止水効果を期待するものであるが、地中の地盤性状等が複雑な条件の中では確実な止水が難しいという問題がある。  In the plan to connect branch pipes etc. to the assembly segment main pipe buried in the ground by the shield method afterwards, the assembly segment main pipe is often already in use. As a general rule, reinforcement work to meet the demand cannot be performed. For this reason, a method is generally used in which the auxiliary ground method is improved by injecting chemical solution or the like in the section between the side surface of the main assembly segment and the tip of the excavator tip. However, in the above-mentioned conventional auxiliary method, a chemical solution is injected into an invisible portion of the basement to expect a certain water-stopping effect. However, if the ground properties in the ground are complicated, it can be reliably stopped. There is a problem that water is difficult.

このため、掘進機先端のカッタ面板の複数の切削ビットを、組立セグメント本管である外殻の鋼材とコンクリ−ト本体を切削できる特殊なビットとすることにより、組立セグメント本管の側面部を切削して貫通して接続する方法が提案されている。  For this reason, the side part of the assembly segment main pipe is made by using a plurality of cutting bits on the cutter face plate at the tip of the excavator as a special bit that can cut the steel and concrete body of the outer shell that is the main assembly segment pipe. A method of cutting and connecting through has been proposed.

前記従来技術の特殊ビットにより、到達部周辺部の薬液注入による地盤改良が確実にできなく、止水性が期待できない場合にも、掘進機は組立セグメント本管の側面部を切削して貫通できるようになった。  The special bit of the prior art makes it possible for the excavator to cut through the side part of the main assembly segment even when the ground improvement by injection of chemicals around the reaching part cannot be ensured and water stoppage cannot be expected. Became.

本技術の掘進機のカッタ面板により、組立セグメント本管と掘進機に後続する推進管との接続は可能となった。しかし、掘進機が組立セグメント本管の側面部を切削しながら前進する時、掘進機の振動により薬液注入による止水性は大きく損なわれ、地下水とともに土砂が掘進機の外周から組立セグメント本管内に流出するという問題があった。また、このような状態で組立セグメント本管を貫通した掘進機と組立セグメント本管との接合には、止水材やモルタルの充填などでしか対応できず、地震などの大きな揺れや地盤のズレには対抗できなく、接合部が離れたり破損して地下水等が噴発するというトラブルも発生している。
特開2010−255344号公報
The cutter face plate of the excavator of this technology has made it possible to connect the assembly segment main pipe and the propulsion pipe following the excavator. However, when the excavator moves forward while cutting the side surface of the assembly segment main, the water stoppage due to chemical injection is greatly impaired by the vibration of the excavator, and earth and sand flows out from the outer periphery of the excavator into the assembly segment main along with the groundwater. There was a problem to do. In this state, the excavator that has penetrated the assembly segment main and the assembly segment main can be joined only by filling with water-stopping material or mortar. However, there is a problem that groundwater or the like erupts due to separation or breakage of the joint.
JP 2010-255344 A

このため、本発明が解決しようとする課題は、既設の組立セグメント本管と推進管とのとの結合作業及び掘進機の回収を安全で効率良く行える掘進機の回収方法を提供するものである。  For this reason, the problem to be solved by the present invention is to provide a method for recovering an excavator that can safely and efficiently recover the combination of the existing assembly segment main pipe and the propulsion pipe and the recovery of the excavator. .

本発明は、発進立坑側から外殻前方に複数のビットを備えたカッタ面板を設け、カッタ面板の後方で外殻の内部に隔壁を設けて外部と仕切り、隔壁の背面にカッタ面板を回転させる駆動手段を外殻内に嵌設して固設した掘進機とし、次にカッタ面板を回転させて掘進機を発進させて地中にトンネル孔を掘削しながら、そのトンネル孔に推進管を埋設し、地中に敷設された既設の組立セグメント本管の側面部に到達させて組立セグメント本管の側面部外殻と掘進機の外殻を接合し、その後推進管内を通じて前記掘進機のカッタ面板とカッタ面板の駆動手段とを発進立坑側に回収する方法であって、
掘進機が装備する推力点ジャッキにより、カッタ面板の先端が既設の組立セグメント本管の側面部に大きな押付力がかからない位置で推進施工を停止し、発進立坑内の推進管の最後端面に推進管内と外部が開閉扉によって密閉できるロックユニットを接続し、近隣に設けた圧気設備によって所定の圧気圧を推進管内及び掘進機内に掛けて切羽地盤の安定を図り、前記隔壁中央に設けた点検扉より隔壁内に入ってカッタ面板を撤去しながら、掘進機先端の外殻と既設の組立セグメント本管外殻との隙間を、掘進機外殻の径に合うように分割製作した分割防護板で固設して接続し、その後、隔壁と駆動手段とを離脱させて駆動手段を発進立坑側に撤去する掘進機の回収方法である。
In the present invention, a cutter face plate having a plurality of bits is provided in front of the outer shell from the start shaft side, a partition is provided inside the outer shell behind the cutter face plate to partition the outside, and the cutter face plate is rotated on the back of the partition. The excavator was fixed by inserting the drive means in the outer shell, and then the cutter face plate was rotated to start the excavator and excavate the tunnel hole in the ground, and the propulsion pipe was embedded in the tunnel hole Then, it reaches the side surface of the existing assembly segment main pipe laid in the ground, joins the side shell of the assembly segment main pipe and the outer shell of the excavator, and then the cutter face plate of the excavator through the propulsion pipe And the drive means of the cutter faceplate to the start shaft side,
The thrust point jack equipped on the excavator stops the propulsion work at the position where the tip of the cutter face plate does not apply a large pressing force to the side surface of the existing assembly segment main pipe, and the propulsion pipe is placed at the end face of the propulsion pipe in the starting shaft. A lock unit that can be sealed with an open / close door is connected to the outside, and a predetermined pressure and pressure is applied to the inside of the propulsion pipe and the excavator by the nearby pneumatic equipment to stabilize the face ground, and from the inspection door provided in the center of the bulkhead While entering the bulkhead and removing the cutter faceplate, the gap between the outer shell at the tip of the excavator and the main shell of the existing assembly segment main pipe is fixed with a split protective plate that is manufactured to fit the diameter of the outer shell of the excavator. This is a method for recovering an excavator in which the partition wall and the driving means are detached and then the driving means is removed to the start shaft side.

組立セグメント本管としては、掘進機外殻の鋼材と鋼材より成る分割防護板とが剛結できるように、外殻が鋼材に覆われている組立合成セグメントや鋼製セグメント本管に限定される。  The assembly segment main is limited to assembly synthetic segments and steel segment mains in which the outer shell is covered with steel so that the steel of the excavator outer shell and the divided protective plate made of steel can be rigidly connected. .

掘進機は、外殻前方にカッタ面板を備え、カッタ面板の後方で外殻の内部に隔壁を設けて外部と仕切り、隔壁の背面にカッタ面板を回転させる駆動手段を外殻内に嵌設して固設した構造となっている。掘進機は、隔壁中央に点検扉を確保するために、外周駆動手段となっており掘進機に内接するように複数のユニバ−サルジョイント、減速機、電動機等より構成される。隔壁後方の第1後続筒先端のジョイント部には複数台の方向制御ジャッキが円周方向に配置されている。また、第1後続胴の後端のジョイント部には、方向修正ジャッキとは別に掘進機先端のカッタ面板にかかる押付力を計測可能とする複数台の推力点ジャッキが円周方向に装備されている。  The excavator is provided with a cutter face plate in front of the outer shell, a partition is provided inside the outer shell behind the cutter face plate to partition it from the outside, and a driving means for rotating the cutter face plate is fitted in the outer shell on the back of the partition wall. It has a fixed structure. The excavator is a peripheral drive means for securing an inspection door in the center of the partition wall, and is composed of a plurality of universal joints, speed reducers, electric motors and the like so as to be inscribed in the excavator. A plurality of direction control jacks are arranged in the circumferential direction at the joint portion at the tip of the first succeeding cylinder behind the partition wall. In addition to the direction correcting jack, a plurality of thrust point jacks that can measure the pressing force applied to the cutter face plate at the tip of the excavator are provided in the circumferential direction at the joint portion at the rear end of the first trailing cylinder. Yes.

ロックユニットは、推進方向に所定の長さを持った円筒体の両端に推進管端面の径に合わせたフランジが設けられ、推進管の端面に密着して当接する構成となっている。円筒体の前後には円筒内に隔壁を設けて仕切り、前後の隔壁には開閉扉が設置されて人が出入り可能な機構となっている。ロックユニットは、空気圧に耐えれるように鋼材等により強固に制作されている。  The lock unit is configured such that flanges matching the diameter of the end face of the propulsion pipe are provided at both ends of a cylindrical body having a predetermined length in the propulsion direction, and is in close contact with the end face of the propulsion pipe. A partition wall is provided in the cylinder before and after the cylindrical body, and an opening / closing door is installed in the front and rear partition walls so that a person can go in and out. The lock unit is made of steel or the like so that it can withstand air pressure.

圧気設備は、切羽水圧にあった圧縮空気と掘進機内及び推進管内に供給される空気量を確保する必要があり、事前の検討によってコンプレッサ−等が選定される。圧気設備の設置場所は、ロックユニットの近くの発進立坑内に設置できれば配管材が少なくて済み効率的であるが、設置スペースがない場合は、発進立坑近くの地上に設置される。  As for the pneumatic equipment, it is necessary to secure the compressed air suitable for the working water pressure and the amount of air supplied into the excavator and the propulsion pipe, and a compressor or the like is selected in advance. The installation location of the pneumatic equipment is efficient if it can be installed in the start shaft near the lock unit, but there is less piping material, but if there is no installation space, it will be installed on the ground near the start shaft.

掘進機先端の外殻と既設の組立セグメント本管外殻とを接合する分割防護板は、推進管径や接合条件及び土質条件に合わせて、安全性と施工性等を考慮して分割数を調節する。カッタ面板の切断も、分割防護板の設置に合わせて支障のないように分割して切断される。材料は、掘進機外殻と組立セグメント本管の外殻とが剛結できるように鋼材が用いられる。  For the split protection plate that joins the outer shell at the tip of the excavator and the existing outer shell of the assembly segment, the number of divisions is considered in consideration of safety and workability according to the propulsion pipe diameter, joining conditions, and soil conditions. Adjust. The cutting of the cutter face plate is also divided and cut so as not to interfere with the installation of the divided protective plate. As the material, steel is used so that the excavator outer shell and the assembly segment main shell can be rigidly connected.

分割防護板による剛結が完了すると、分割切断されたカッタ面板片や破砕された組立セグメント本管片等が推進管内を通じて搬出され、その後、隔壁との固設が解除されて駆動装置が発進立坑側に撤去されて掘進機の回収が完了する。この時、駆動手段の下方には予め車輪等より成る移動手段を装備しておくと、効率の良い搬送が行える.  When the rigid protection by the divided protective plate is completed, the divided and cut cutter face plate pieces and crushed assembly segment main pipe pieces are carried out through the propelling pipe, and then the fixing with the partition wall is released and the drive unit is started up. The excavator is recovered. At this time, efficient transportation can be performed if a moving means including wheels or the like is previously provided below the driving means.

掘進機内及び推進管内の機器類の撤去が完了すると、掘進機の外殻部の内側には内型枠が組み立てられ、外殻と内型枠内にはコンクリ−トや樹脂材が充填されて回収推進施工は完了する。  When the removal of the equipment in the excavator and the propulsion pipe is completed, the inner mold is assembled inside the outer shell of the excavator, and the outer shell and the inner mold are filled with concrete and resin material. Collection promotion construction is completed.

本発明の掘進機の回収方法は、既設の組立セグメント本管の外殻とを、組立セグメント本管内から一切の作業することなく、掘進機の外殻と剛結して一体化し、掘進機内の駆動手段も効率良く発進立坑側から回収することを可能とした。さらに、組立セグメント本管と掘進機外殻とが一体化されることによって、地震時の横方向の水平力に対しても対応ができ、耐震性に優れた構造物となった。  The excavator recovery method of the present invention integrates the outer shell of the existing assembly segment main pipe with the outer shell of the excavator rigidly and integrally without any work from within the main assembly segment pipe. The drive means can also be efficiently recovered from the start shaft side. Furthermore, by integrating the assembly segment main and the excavator shell, it was possible to cope with the horizontal force in the horizontal direction during an earthquake, and the structure was excellent in earthquake resistance.

地中に埋設された組立セグメント本管の側面部に、推進工法により掘進機を略直角に到達させて、組立セグメント本管外殻の鋼材と掘進機外殻の鋼材とを一体化し、その後、掘進機の駆動手段等を推進管内を通して発進立坑側に回収する方法を実現した。    The excavator is made to reach the side of the assembly segment main pipe buried in the ground at a substantially right angle by a propulsion method, and the steel material of the assembly segment main shell and the steel of the excavator shell are integrated, A method for recovering the drive mechanism of the excavator through the propulsion pipe to the start shaft side has been realized.

図1は、本発明の掘進機の回収方法による到達状況を説明する縦断面図である。本発明の対象となる組立セグメント本管12は、組立セグメント本管12の外殻が鋼材で覆われているものである。今、この組立セグメント本管12に下水道等の枝管を接続して合流させる計画では、既に組立セグメント本管12が供用されており、組立セグメント本管12内から掘進機を迎えるための補強作業や接合部の切削作業等は原則として行えない。このため、組立セグメント本管12側面部に略直角方向に設けた発進立坑内に外殻4前方に複数のビットを備えたカッタ面板3を設け、隔壁6の背面にカッタ面板3を回転させる駆動手段2を外殻4内に嵌設して固設して構成される掘進機1を設置する。カッタ面板3の背面に設けられている隔壁6後方の第1後続筒5先端のジョイント部には、複数台の方向制御ジャッキ7が円周方向の対称位置に配置し、掘進機1の推進精度を維持・管理する。また、第1後続筒5後端のジョイント部には、方向制御ジャッキ7とは別に掘進機1先端のカッタ面板3にかかる押付力を計測するために、複数台の推力点ジャッキ8が円周方向に装備されている。そして、掘進機1のカッタ面板3を回転させて掘進機1を地中に発進させてトンネル孔を掘削しながら、そのトンネル孔に推進管9を埋設して行く。  FIG. 1 is a longitudinal sectional view for explaining the state of arrival by the excavator recovery method of the present invention. The assembly segment main pipe 12 which is an object of the present invention is such that the outer shell of the assembly segment main pipe 12 is covered with a steel material. Now, in the plan to connect branch pipes such as sewers to the assembly segment main pipe 12 and join them, the assembly segment main pipe 12 has already been used, and the reinforcement work to welcome the excavator from the assembly segment main pipe 12 In principle, the cutting work of joints cannot be performed. For this reason, a cutter face plate 3 having a plurality of bits is provided in front of the outer shell 4 in a start shaft provided in a substantially perpendicular direction on the side surface of the assembly segment main pipe 12, and the cutter face plate 3 is driven to rotate behind the partition wall 6. An excavation machine 1 configured by fitting and fixing the means 2 in the outer shell 4 is installed. A plurality of directional control jacks 7 are arranged at symmetrical positions in the circumferential direction at the joint portion at the tip of the first succeeding cylinder 5 behind the partition wall 6 provided on the back surface of the cutter face plate 3, and the propulsion accuracy of the excavator 1 Maintain and manage In addition to the direction control jack 7, a plurality of thrust point jacks 8 are arranged on the joint at the rear end of the first succeeding cylinder 5 in order to measure the pressing force applied to the cutter face plate 3 at the tip of the excavator 1. Equipped in the direction. Then, while rotating the cutter face plate 3 of the excavator 1 to start the excavator 1 into the ground and excavating the tunnel hole, the propulsion pipe 9 is embedded in the tunnel hole.

掘進機1が既設の組立セグメント本管12に近づくと、推力点ジャッキ8にかかる押付力を監視しながら慎重な推進施工が行われる。カッタ面板3の押付力が、既設の組立セグメント本管12の側面部にかかる許容値に達すると、推進施工を停止する。推進停止後、組立セグメント本管12の側面部と掘進機1先端部の到達部分の区間に薬液注入等による補助工法を実施し周辺の地盤改良を行う。  When the excavator 1 approaches the existing assembly segment main pipe 12, careful propulsion is performed while monitoring the pressing force applied to the thrust point jack 8. When the pressing force of the cutter face plate 3 reaches the allowable value applied to the side surface portion of the existing assembly segment main pipe 12, the propulsion work is stopped. After the propulsion is stopped, an auxiliary method such as chemical injection is applied to the side of the assembly segment main pipe 12 and the reach of the tip of the excavator 1 to improve the surrounding ground.

図2は、本発明の掘進機の回収方法による分割防護板設置状況を説明する縦断面図である。薬液注入による地盤改良が完了すると、発進立坑14内の推進管9の最後端面に推進管9内と外部が前後の開閉扉11によって密閉できるロックユニット10を接続し、近隣に設けた圧縮設備(図示省略)によって所定の圧気圧を推進管9内及び掘進機1内にかけて切羽地盤の安定を図り、前記隔壁6の中央に設けた点検扉より隔壁内に入って切羽部分等の止水状況の確認を行う。
切羽部分の止水確認が完了すると、上部のカッタ面板3部分を切断し、上部の掘進機1先端の外殻4と組立セグメント本管12側面部の外殻との隙間を、掘進機1外径に合わせて製作した分割防護板13で溶接して固設する。次に、左右のカッタ面板3部分を切断し、左右の掘進機1先端の外殻4と組立セグメント本管12側面部の外殻との隙間を、分割防護板13で溶接して固設する。最後に、下部のカッタ面板3部分を切断し、下部の掘進機1先端の外殻4と組立セグメント本管12側面部の外殻との隙間を、分割防護板13で溶接して固設するとともに、分割防護板13の上下、左右方向も溶接して一体化した分割防護板13とする。本実施例では、分割方法を上下、左右の4分割で開示したが、推進管径や土質条件等によって分割数を増減させて、効率の良い分割防護板13の設置を行えば良い。
FIG. 2 is a longitudinal cross-sectional view for explaining the installation situation of the divided protective plates by the excavator recovery method of the present invention. When the ground improvement by the chemical injection is completed, the lock unit 10 in which the inside and outside of the propulsion pipe 9 can be sealed by the front and rear doors 11 is connected to the rearmost end face of the propulsion pipe 9 in the start shaft 14, and the compression equipment ( By applying a predetermined pressure and pressure in the propulsion pipe 9 and the excavator 1 to stabilize the face ground, the face enters the bulkhead through the inspection door provided in the center of the bulkhead 6 and the water stoppage state of the face and the like is stopped. Check.
When the water stop confirmation of the face portion is completed, the upper cutter face plate 3 is cut, and the gap between the outer shell 4 at the tip of the upper excavator 1 and the outer shell at the side surface of the assembly segment main pipe 12 is removed from the outer excavator 1. It is fixed by welding with a divided protective plate 13 manufactured according to the diameter. Next, the left and right cutter face plates 3 are cut, and the gap between the outer shell 4 at the tip of the left and right excavator 1 and the outer shell of the side surface of the assembly segment main pipe 12 is welded and fixed by the divided protective plate 13. . Finally, the lower cutter face plate 3 is cut, and the gap between the outer shell 4 at the tip of the lower excavator 1 and the outer shell at the side of the assembly segment main pipe 12 is welded and fixed by the divided protective plate 13. At the same time, the divided protective plate 13 is integrated by welding also in the vertical and horizontal directions of the divided protective plate 13. In the present embodiment, the division method is disclosed as four divisions, upper, lower, left and right. However, the number of divisions may be increased / decreased depending on the propulsion pipe diameter, soil condition, etc., and the divided protective plate 13 may be installed efficiently.

分割防護板13による掘進機1外殻と組立セグメント13外殻との剛結が完了すると、圧気設備からの圧送空気が断気され、発進立坑14内に接続されていたロックユニット10が撤去される。その後、掘進機1内より、掘進機1外殻と同径の分割防護板13に囲まれた組立セグメント本管12の外殻部分及びコンクリート本体部分の切断及び研りが実施される。組立セグメント本管12の切断及び研りが完了すると、隔壁6と駆動手段2とを離脱させる。  When the rigid connection between the outer shell of the excavator 1 and the outer shell of the assembly segment 13 by the divided protective plate 13 is completed, the pressurized air from the pneumatic equipment is cut off, and the lock unit 10 connected to the start shaft 14 is removed. The Thereafter, cutting and sharpening of the outer shell portion and the concrete body portion of the assembly segment main pipe 12 surrounded by the divided protective plate 13 having the same diameter as the outer shell of the excavator 1 are performed from within the excavator 1. When the cutting and sharpening of the assembly segment main pipe 12 is completed, the partition wall 6 and the driving means 2 are separated.

図3は、本発明の掘進機回収方法による駆動手段の引抜き状況を説明する縦断面図である。隔壁6と駆動手段2との固設が解除されると、発進立坑14内に設けた牽引機器等(図示省略)によって駆動手段2を発進立坑14側に引き抜く。この時、駆動手段の下方に予め車輪等より成る移動手段を装備しておくと、効率良い引抜きが行える。  FIG. 3 is a longitudinal sectional view for explaining a pulling state of the driving means by the excavator recovery method of the present invention. When the fixed installation of the partition wall 6 and the drive means 2 is released, the drive means 2 is pulled out to the start shaft 14 side by a traction device or the like (not shown) provided in the start shaft 14. At this time, if a moving means composed of wheels or the like is previously provided below the driving means, efficient drawing can be performed.

駆動手段2の回収が完了すると、分割防護板13や外殻4内面部には、円周方向に均等に複数のリブ材が溶接されて補強される。そして分割保護板13や外殻4内周部には内部型枠が組み立てられ、分割防護板13・外殻4と内型枠内にはコンクリートや樹脂材が充填されて回収推進施工は完了する。    When the collection of the drive means 2 is completed, a plurality of rib members are welded and reinforced evenly in the circumferential direction on the divided protective plate 13 and the inner surface of the outer shell 4. Then, an internal mold is assembled on the inner periphery of the divided protective plate 13 and the outer shell 4, and the collection protective construction is completed by filling the divided protective plate 13, the outer shell 4 and the inner mold with concrete or a resin material. .

以上のように、本発明の掘進機回収方法により、組立セグメント本管内から掘進機を迎えるための補強作業や取込作業が一切行えない場合でも、安全確実で効率の良い回収方法が提供できる。  As described above, the excavator recovering method of the present invention can provide a safe and reliable recovering method even when the reinforcement work and the take-in work for receiving the excavator from the assembly segment main pipe cannot be performed at all.

本発明のの掘進機の回収方法による到達状況を説明する縦断面図である。It is a longitudinal cross-sectional view explaining the reach | attainment state by the collection method of the excavation machine of this invention. 本発明の掘進機の回収方法による分割防護板設置状況を説明する縦断面図である。It is a longitudinal cross-sectional view explaining the division | segmentation protection board installation condition by the collection method of the excavation machine of this invention. 本発明の掘進機回収方法による駆動手段の引抜き状況を説明する縦断面図である。It is a longitudinal cross-sectional view explaining the extraction condition of the drive means by the excavator recovery method of the present invention.

1 掘進機
2 駆動手段
3 カッタ−面板
4 外殻
5 第1後続筒
6 隔壁
7 方向制御ジャッキ
8 推力点ジャッキ
9 推進管
10 ロックユニット
11 開閉扉
12 既設の組立セグメント本管
13 分割防護板
14 発進立坑
DESCRIPTION OF SYMBOLS 1 Excavator 2 Drive means 3 Cutter-face plate 4 Outer shell 5 1st succeeding cylinder 6 Bulkhead 7 Directional control jack 8 Thrust point jack 9 Propulsion pipe 10 Lock unit 11 Opening and closing door 12 Existing assembly segment main pipe 13 Split protective plate 14 Start Shaft

Claims (1)

発進立坑側から外殻前方に複数のビットを備えたカッタ面板を設け、カッタ面板の後方で外殻の内部に隔壁を設けて外部と仕切り、隔壁の背面にカッタ面板を回転させる駆動手段を外殻内に嵌設して固設した掘進機とし、次にカッタ面板を回転させて掘進機を発進させて地中にトンネル孔を掘削しながら、そのトンネル孔に推進管を押し込みながら、地中に敷設された既設の組立セグメント本管の側面部に到達させて、組立セグメント本管の側面部外殻と掘進機の外殻を接合し、その後、推進管内を通じて前記掘進機のカッタ面板とカッタ面板の駆動手段とを発進立坑側に回収する方法であって、
掘進機が装備する推力点ジャッキにより、カッタ面板の先端が既設の組立セグメント本管の側面部に大きな押付力がかからない位置で推進施工を停止し、発進立坑内の推進管の最後端面に推進管内と外部が開閉扉によって密閉できるロックユニットを接続し、近隣に設けた圧気設備によって所定の圧気圧を推進管内及び掘進機内に掛けて切羽地盤の安定を図り、前記隔壁中央に設けた点検扉より隔壁内に入ってカッタ面板を撤去しながら、掘進機先端の外殻と既設の組立セグメント本管外殻との隙間を、掘進機外殻の径に合うように分割製作した分割防護板で固設して接続し、その後、隔壁と駆動手段とを離脱させて駆動手段を発進立坑側に撤去することを特徴とする掘進機の回収方法。
A cutter face plate with a plurality of bits is provided in front of the outer shell from the starting shaft side, a partition is provided inside the outer shell behind the cutter face plate, and is partitioned from the outside, and driving means for rotating the cutter face plate on the back of the partition is removed. The excavator fitted in the shell was fixed, and then the cutter face plate was rotated to start the excavator and excavate the tunnel hole in the ground, while pushing the propelling pipe into the tunnel hole, And reach the side surface of the existing assembly segment main pipe laid to join the outer shell of the assembly segment main pipe and the outer shell of the excavator, and then the cutter face plate and cutter of the excavator through the propulsion pipe. A method of recovering the drive means of the face plate to the start shaft side,
The thrust point jack equipped on the excavator stops the propulsion work at the position where the tip of the cutter face plate does not apply a large pressing force to the side surface of the existing assembly segment main pipe, and the propulsion pipe is placed at the end face of the propulsion pipe in the starting shaft. A lock unit that can be sealed with an open / close door is connected to the outside, and a predetermined pressure and pressure is applied to the inside of the propulsion pipe and the excavator by the nearby pneumatic equipment to stabilize the face ground, and from the inspection door provided in the center of the bulkhead While entering the bulkhead and removing the cutter faceplate, the gap between the outer shell at the tip of the excavator and the main shell of the existing assembly segment main pipe is fixed with a split protective plate that is manufactured to fit the diameter of the outer shell of the excavator. A method for recovering an excavator, comprising connecting and connecting, and then separating the partition wall and the driving means to remove the driving means to the start shaft side.
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