JP2010077627A - Long-distance jacking method - Google Patents

Long-distance jacking method Download PDF

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JP2010077627A
JP2010077627A JP2008245385A JP2008245385A JP2010077627A JP 2010077627 A JP2010077627 A JP 2010077627A JP 2008245385 A JP2008245385 A JP 2008245385A JP 2008245385 A JP2008245385 A JP 2008245385A JP 2010077627 A JP2010077627 A JP 2010077627A
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propulsion
segment
pipe
jack
row
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JP5149114B2 (en
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Tooru Funabashi
透 船橋
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Kidoh Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a long-distance jacking method which makes working steps efficient. <P>SOLUTION: Characteristically, this long-distance jacking method includes: a first step of sequentially jacking and burying a jacking pipe array, in which a segment body is provided in an intermediate position, by a base-pushing jack; a second step of sequentially jacking and burying front and rear jacking pipe arrays by a segment jack which is provided in the intermediate segment body, and the base-pushing jack; and a third step of sequentially jacking and burying the front jacking pipe array and a segment by the segment jack. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、上下水道管、ガス管や電線管のさや管等を地中に推進埋設ための長距離推進工法に関するものである。   TECHNICAL FIELD The present invention relates to a long-distance propulsion method for propelling and embedding water and sewage pipes, gas pipes, conduit pipe sheaths and the like in the ground.

推進工法は、推進管列の先端に装備した先導体で前方の地盤を掘削しながら、発進立坑内の後方に設置した元押装置で推進管列の最後端を押圧することによって、先導体及び推進管列を所定の位置まで推進埋設していく方法である。先導体及び推進管列を地中に押圧する力である推進力は、先導体先端部の地山への貫入あるいは掘削による抵抗力と、推進管の外周面が地山と接触する際の摩擦や付着力等で構成され、摩擦や付着力は推進延長に比例して増大していく。   In the propulsion method, the leading conductor and the leading conductor and the leading conductor installed at the tip of the propelling pipe row are pushed by the main pusher installed at the rear of the start shaft while the front conductor is excavated. This is a method in which the propulsion pipe row is propulsion buried to a predetermined position. The propulsive force, which is the force that presses the leading conductor and the propelling pipe row into the ground, is the resistance force due to penetration or excavation of the leading end of the leading conductor and the friction when the outer peripheral surface of the propelling pipe contacts the natural ground. The friction and adhesion force increase in proportion to the propulsion extension.

このため、推進延長が長くなると推進力が増大し、推進管の軸方向の許容耐荷力よりも大きくなって、管端部の破損等を招来し推進施工が困難となる。そこで、推進管列の最後端部に集中する推進力を分散するために、推進管列の中間に複数本のジャッキを装備した中押装置を設置し、中押装置より前方の推進力を中押装置で負担する方法が採用されてきた。しかし、推進延長がさらに長くなると、推進力はより増大して1ケ所の中押装置では対応ができなく、複数段に中押装置を配置して推進力をより分散させる方法がとられた。   For this reason, if the propulsion extension becomes longer, the propulsion force increases and becomes larger than the allowable load bearing capacity in the axial direction of the propulsion pipe, which causes damage to the pipe end portion and makes the propulsion work difficult. Therefore, in order to disperse the propulsive force concentrated on the rearmost end of the propelling pipe row, an intermediate pusher equipped with multiple jacks is installed in the middle of the propulsion pipe row, and the propulsive force in front of the intermediate pusher is reduced. A method of paying with a pushing device has been adopted. However, when the propulsion extension is further increased, the propulsive force is further increased and cannot be dealt with by one intermediate pushing device, and a method has been adopted in which the pushing force is further dispersed by arranging the intermediate pushing devices in a plurality of stages.

複数段に配置した中押装置の推進作業は、前方の中押装置から後方の中押装置と順次中押ジャッキを伸長させて、ジャッキのストロ−ク長づつ分割された推進管列を前方へと前進させていくものである。複数段に配置した中押装置により、超長距離の推進施工も可能となったが、前記したように複数段に中押装置を配置すると、ジャッキの設置本数が数十本〜数百本と非常に多くなり、設備に莫大な費用を必要とする。また、推進作業が、比較的短いジャッキの1ストロ−クづつの繰り返しという操作から、非常に複雑かつ繁雑な作業となり推進速度の遅延や作業環境の悪化が問題となっていた。   The propulsion work of the middle pusher arranged in multiple stages is to extend the pusher tube row divided by the stroke length of the jack by extending the middle pusher from the front to the middle pusher and the middle pusher jack in order. It is something that will move forward. With the middle pusher arranged in multiple stages, super-long-distance propulsion construction is also possible, but when the middle pusher is arranged in multiple stages as described above, the number of jacks installed is several tens to several hundreds It becomes very large and requires huge costs for equipment. Further, since the propulsion work is an operation of repeating a relatively short jack by one stroke, the work becomes very complicated and complicated, and the delay of the propulsion speed and the deterioration of the work environment have been problems.

このため、先導体の後方に、先導体外径と略同径を有する仮管を順次連結していくとともに、前記仮管の内側にも推進管を順次連結して挿入し、仮管の後端に装備した元押装置で仮管に推進力を加えることにより仮管を推進させていく工程と、前記仮管を所定の延長まで推進埋設した後、仮管内に挿入した推進管の後端に装備した元押装置で推進管に推進力を加えることにより推進管のみを推進させていく工程と、推進管の推進とともに推進管外周部に滑材を注入して充填していく工程とにより構成される長距離推進工法が開発されている。 For this reason, a temporary tube having substantially the same diameter as the outer diameter of the leading conductor is sequentially connected to the rear of the leading conductor, and a propelling tube is also sequentially connected to the inside of the temporary tube to insert the trailing end of the temporary tube. A step of propelling the temporary tube by applying a propulsive force to the temporary tube with the main pushing device installed in the step, and after the temporary tube is propelled and buried to a predetermined extension, at the rear end of the propulsion tube inserted into the temporary tube It consists of the process of propelling only the propulsion pipe by applying propulsive force to the propulsion pipe with the installed main pushing device and the process of injecting and filling the outer periphery of the propulsion pipe along with the propulsion of the propulsion pipe A long-distance propulsion method has been developed.

特開平8−189293号JP-A-8-189293

本工法の開発により、超長距離推進施工も複雑かつ繁雑な推進作業もなく、効率良く施工可能となった。推進埋設される仮管と内管の内径が異なることから、下水道等のように流体輸送を用途とする管渠では必要流量を確保するために内管の内径が基準となって、仮管は不必要に大きな管径となり無駄となる。また、管路の中間で内径が変化するため、流速の遅延や停滞が発生するという問題もある。このため本発明は、超長距離推進施工の作業効率がよく、推進管列の内径が変化することのない長距離推進工法を提供するものである。 With the development of this construction method, super-long-distance propulsion construction and complicated and cumbersome propulsion work can be performed efficiently. The inner diameter of the inner pipe is different from the inner diameter of the temporary pipe to be propelled, so the inner diameter of the inner pipe is the standard in order to ensure the required flow rate in pipes that are used for fluid transportation such as sewers. The pipe diameter becomes unnecessarily large and is wasted. In addition, since the inner diameter changes in the middle of the pipeline, there is a problem that a delay or stagnation of the flow velocity occurs. For this reason, the present invention provides a long-distance propulsion method in which the work efficiency of ultra-long-distance propulsion construction is good and the inner diameter of the propulsion tube row does not change.

本発明は、先導体の後方に先導体外径と略同じ外径を有する推進管を連結し、前記先導体で掘削孔を造成しながら掘削孔に沿って推進管を順次推進埋設していく長距離推進工法において、前記推進管を複数に連結して構成される推進管列の所定の位置に、推進管と略同じ外径を有し前後の推進管壁面位置に対向するように複数本のセグメントジャッキを内装した筒状のセグメント体を設置し、発進立坑内の後方に装備した元押ジャッキで前記推進管及びセグメント体を順次推進埋設していく第1工程と、前記セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させ、次にセグメント体より後方の推進管列を元押ジャッキにより前記ストロ−ク長だけ前進させる作業を順次繰返して推進管1本分のスペ−スが確保できると、推進管列の最後端に次の推進管をつぎ足しながら、前記推進管及びセグメント体を順次推進埋設していく第2工程と、前記セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させ、前記セグメントジャッキのストロ−ク長よりもやや短く形成したセグメントを、セグメントジャッキ後方と先頭の推進管列の間に設置し、再度セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させる作業を順次繰返しながら、前方の推進管列、セグメント体及びセグメントを順次推進埋設していく第3工程と、により構成される長距離推進工法である。 In the present invention, a propulsion pipe having an outer diameter substantially the same as the outer diameter of the leading conductor is connected to the rear of the leading conductor, and the propelling pipe is sequentially propelled and embedded along the drilling hole while forming the drilling hole with the leading conductor. In the distance propulsion method, a plurality of the propulsion pipes are connected to a plurality of the propulsion pipes at a predetermined position so as to face the front and rear propulsion pipe wall surfaces at substantially the same outer diameter as the propulsion pipes. A first segment in which a tubular segment body with a segment jack installed therein is installed, and the propulsion pipe and the segment body are sequentially propelled and embedded by a main push jack installed at the rear of the start shaft, and the front of the segment body The process of advancing the propelling tube row by the stroke length of the segment jack, and then advancing the propelling tube row behind the segment body by the main push jack by the stroke length is sequentially repeated, and the space for one propulsion tube is repeated. -Secured Then, while adding the next propulsion pipe to the rearmost end of the propulsion pipe row, the propulsion pipe and the segment body are sequentially propelled and buried, and the propulsion pipe row in front of the segment body is placed in the strut of the segment jack. -Move the segment forward by the length of the segment jack and make it slightly shorter than the stroke length of the segment jack between the rear of the segment jack and the leading propelling tube row, and again move the propelling tube row ahead of the segment body to the segment. This is a long-distance propulsion method constituted by a third step of sequentially propelling and embedding the front propelling tube row, the segment body and the segment while sequentially repeating the work of moving forward by the stroke length of the jack.

先導体は、土質条件や施工条件に応じて、切羽部が解放された刃口式推進工法や切羽部が密閉された密閉式推進工法が選定される。切羽の掘削は、刃口式推進工法では一般に人力によって行われ、掘削土はトロ台車やコンベアによって搬出される。密閉式推進工法では先端の面板に装着した複数の切削具によって行われ、掘削土は泥水による流体輸送や土砂圧送機による搬出方法が一般的に用いられている。   For the leading conductor, a blade-type propulsion method with the face part released or a sealed propulsion method with the face part sealed is selected according to the soil condition and construction conditions. The face excavation is generally performed manually by the blade-type propulsion method, and the excavated soil is carried out by a trolley truck or a conveyor. In the closed propulsion method, a plurality of cutting tools mounted on the face plate at the tip are used, and the excavated soil generally uses fluid transportation using muddy water or unloading method using a sediment pressure feeder.

推進延長は、推進管の軸方向の許容耐荷力、元押ジャッキ力を支える支圧壁の反力等を考慮して、セグメントジャッキ能力や元押ジャッキ能力が決定され、その能力等より逆算して各工程における推進可能な延長が決定される。   Propulsion extension takes into account the allowable load bearing capacity in the axial direction of the propulsion pipe and the reaction force of the bearing wall that supports the main jacking force. The possible extension in each process is determined.

セグメント体は、推進管と略同じ外径を有した筒体で、推進方向に所定の長さを有している。筒体の長さは、筒体内の円周方向に内装されたセグメントジャッキが伸長した時、筒体後方の外殻が後方の推進管列先端より外れない余裕をもった長さで製作されている。   The segment body is a cylindrical body having substantially the same outer diameter as the propulsion pipe and has a predetermined length in the propulsion direction. The length of the cylinder is such that when the segment jack installed in the circumferential direction in the cylinder is extended, the outer shell at the rear of the cylinder does not come off from the tip of the rear propelling tube row. Yes.

セグメントは、後方の発進立坑を経て推進管列内から搬入されるため、搬入や組立の容易性から分割構造が有効である。セグメント材としては、工場等で製作されたコンクリ−ト製品を用いてもよいし、鋼材等により外殻とフランジで構成された仮管を採用し、推進施工完了後に仮管内部にモルタルや樹脂材を充填して仕上げる方法を用いることも可能である。   Since the segment is carried in from the propulsion pipe row through the rear start shaft, a divided structure is effective for ease of carrying-in and assembly. The segment material may be a concrete product manufactured at a factory or the like, or a temporary pipe made of steel and other outer shells and flanges is used. It is also possible to use a method of filling and finishing the material.

本発明の長距離推進工法は、推進施工が1工程づつの作業となり、効率の良い超長距離推進施工が行える。また、埋設された推進管列の内径は、変化することなく同一であり、下水道等のように流体の輸送を目的とした管路にも適用が可能となる。   In the long-distance propulsion method according to the present invention, the propulsion work is an operation for each process, and an efficient ultra-long distance propulsion work can be performed. In addition, the inner diameter of the buried propulsion pipe row is the same without changing, and it can be applied to a pipeline for the purpose of transporting fluids such as a sewer.

以下、この発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.

図1は、本発明の長距離推進工法の全体を説明する縦断面図である。先導体1は、土質条件や施工条件に応じて、切羽部が解放された刃口や切羽部が密閉された泥水式や土圧式の掘進機が選定される。先導体1の後方には、先導体1の外径と略同じ外径を有する複数個の推進管を連結した前方推進管列2が配置されている。推進管材としては、後方からの大きな元押ジャッキ推進力を伝達するために、一般に比較的強度のあるコンクリ−ト製や鋼製の材料から製作されている。   FIG. 1 is a longitudinal sectional view illustrating the entire long-distance propulsion method according to the present invention. For the leading conductor 1, a mud type or earth pressure type excavator in which the cutting edge is released or the cutting face is sealed is selected according to the soil condition and construction conditions. Behind the leading conductor 1 is disposed a forward propelling tube row 2 in which a plurality of propelling tubes having substantially the same outer diameter as the leading conductor 1 are connected. The propulsion tube is generally made of a concrete or steel material having a relatively high strength in order to transmit a large pushing jack propulsion force from the rear.

前方推進管列2の後端には、推進管と略同じ外径を有し推進管壁面の円周方向に複数本のセグメントジャッキを内装した筒状のセグメント体3が設置されている。セグメント体3は、筒体内に複数本のセグメントジャッキを保持し、周辺土圧にも耐える強固なものとするために、一般には鋼材がよく用いられる。   At the rear end of the front propulsion tube row 2, a cylindrical segment body 3 having the same outer diameter as that of the propulsion tube and having a plurality of segment jacks installed in the circumferential direction of the wall surface of the propulsion tube is installed. In general, a steel material is often used for the segment body 3 in order to hold a plurality of segment jacks in the cylinder and to withstand the surrounding earth pressure.

セグメント体3の後方には、先導体1の外径と略同じ外径を有する複数個の推進管を発進立坑8内まで連結した後方推進管列4が配置されている。推進管材は、前方推進管列2と同様に、一般に強度のあるコンクリ−ト製や鋼製の材料から製作されている。   Behind the segment body 3 is disposed a rear propulsion pipe row 4 in which a plurality of propulsion pipes having substantially the same outer diameter as the leading conductor 1 are connected to the start shaft 8. The propulsion tube is generally made of a strong concrete or steel material, like the forward propelling tube row 2.

発進立坑8内には、先導体1や推進管列2、4を地中に押込むための複数本の元押ジャッキ6が設置されている。発進立坑8内の後方には、元押ジャッキ6の推進力を支持するための支圧壁7が後方土留壁に当接するように設置されている。   In the start shaft 8, a plurality of former push jacks 6 for pushing the leading conductor 1 and the propelling pipe rows 2 and 4 into the ground are installed. A bearing wall 7 for supporting the propulsive force of the main push jack 6 is installed behind the start shaft 8 so as to contact the rear earth retaining wall.

次に、本発明の長距離推進工法の施工工程について説明する。第1工程は、先導体1の後方に推進管を連結し、先導体1で地山を掘削しながら前方推進管列2、セグメント体3及び後方推進管列4を順次推進埋設していく工程である。第2工程は、セグメント体3より前方の前方推進管列2をセグメントジャッキによってストロ−ク長だけ前進させ、次にセグメント体3より後方の後方推進管列4を元押ジャッキ6により前記ストロ−ク長だけ前進させる作業を順次繰り返し、推進管1本分のスペ−スが確保できると、後方推進管列4の最後端に次の推進管をつぎ足しながら、前方推進管列2、セグメント体3及び後方推進管列4を順次推進埋設していく工程である。第3工程は、セグメント体3より前方の前方推進管列2をセグメントジャッキによってストロ−ク長だけ前進させ、前記セグメントジャッキのストロ−ク長よりもやや短く形成したセグメントをセグメントジャッキの後方と後方推進管列4の間に設置し、再度セグメント体3より前方の前方推進管列2をセグメントジャッキのストロ−ク長だけ前進させる作業を順次繰り返しながら、前方推進管列2、セグメント体3及びセグメントとを順次推進埋設していく工程よりなる。   Next, the construction process of the long distance propulsion method of the present invention will be described. The first step is a step of connecting the propulsion pipe behind the leading conductor 1 and sequentially propelling and embedding the front propelling pipe row 2, the segment body 3 and the rear propelling tube row 4 while excavating natural ground with the leading conductor 1. It is. In the second step, the front propulsion tube row 2 ahead of the segment body 3 is advanced by the stroke length by the segment jack, and then the rear propulsion tube row 4 behind the segment body 3 is moved by the main push jack 6 to the stroke. When the space for one propulsion pipe can be secured in sequence, the forward propulsion pipe row 2 and the segment body 3 are added while the next propulsion pipe is added to the rearmost end of the rear propulsion pipe row 4. And the rear propulsion pipe row 4 is a process of sequentially propelling and embedding. In the third step, the forward propelling tube row 2 in front of the segment body 3 is advanced by the stroke length by the segment jack, and the segments formed slightly shorter than the stroke length of the segment jack are rearward and rearward of the segment jack. The front propelling tube row 2, the segment body 3 and the segment are installed between the propelling tube rows 4, and the operation of advancing the forward propelling tube row 2 ahead of the segment body 3 by the stroke length of the segment jack is sequentially repeated. It consists of the process of promoting and burying.

図2は、セグメント体3を説明する断面図である。セグメント体3は、推進管と略同じ外径を有した筒状の外殻10先端部に、推進管の後端外周に埋め込まれた円筒状の鋼製カラ−内に嵌挿できるように、推進管外径よりもやや縮径した構造となっている。また、前記外殻10の内周面には、円周方向に均等に複数本のセグメントジャッキ9が装備されている。さらに、セグメントジャッキ9の後方には、前端に止水リングを装備し、後端には推進管の先頭部を受け入れるための筒状の受口カラーを有したアダプタ−11が配置されている。 FIG. 2 is a cross-sectional view illustrating the segment body 3. The segment body 3 can be fitted and inserted into a cylindrical steel collar embedded in the outer periphery of the rear end of the propulsion pipe at the tip of the cylindrical outer shell 10 having the same outer diameter as the propulsion pipe. The structure is slightly smaller than the outer diameter of the propulsion pipe. A plurality of segment jacks 9 are provided on the inner peripheral surface of the outer shell 10 equally in the circumferential direction. Further, behind the segment jack 9, an adapter-11 having a water-stop ring at the front end and a cylindrical receiving collar for receiving the leading portion of the propulsion pipe is disposed at the rear end.

図2のセグメント体3は、前記した施工工程のうちの第3工程の実施を説明するもので、セグメントジャッキ9の後方にはセグメント5が組み立てられている。セグメント5の組み立てが完了すると、セグメント5を介して後方推進管列4を反力受けとして、セグメントジャッキ9を伸長して前方の前方推進管列2を前進させる。セグメントジャッキ9の1ストロ−クだけの伸長が完了すると、セグメントジャッキ9のシリンダ−を縮小してセグメントジャッキ9とセグメント5の間に空間を設け、次のセグメントが組み立てられる。セグメント5の組み立てが完了すると、前記した作業を順次繰り返すことによって前方推進管列2とセグメント5の推進埋設が行われる。   The segment body 3 in FIG. 2 explains the implementation of the third step among the construction steps described above, and the segment 5 is assembled behind the segment jack 9. When the assembly of the segment 5 is completed, the rear jacking pipe row 4 is used as a reaction force receiver via the segment 5 and the segment jack 9 is extended to advance the front jacking pipe row 2 forward. When the extension of the segment jack 9 by one stroke is completed, the cylinder of the segment jack 9 is reduced to provide a space between the segment jack 9 and the segment 5, and the next segment is assembled. When the assembly of the segments 5 is completed, the propulsion embedding of the forward propelling pipe row 2 and the segments 5 is performed by sequentially repeating the above-described operations.

図3は、セグメント5の1実施例を説明する正面図である。セグメント5は、坑外から発進立坑内を経て後方推進管列4内を通して運搬、組立が行われるため、推進管径や搬送及び組立効率を考慮して、複数個に分割されている。本実施例では、5分割による方法が用いられ、最後に頂部の軽量なセグメント片を差し込む効率の良い組み立て方法である。また、本実施例は、外殻とフランジ構造による仮管方式が採用されており、推進完了後には仮管内周面に型枠材を設置してモルタルや樹脂材を充填して仕上げが実施される。   FIG. 3 is a front view for explaining one embodiment of the segment 5. Since the segment 5 is transported and assembled from the outside of the shaft through the start shaft and through the rear propelling tube row 4, it is divided into a plurality of segments in consideration of the propulsion tube diameter and the transport and assembly efficiency. In this embodiment, a method using five divisions is used, and finally, a light-weight segment piece at the top is inserted efficiently. In addition, this example employs a temporary pipe system with an outer shell and a flange structure, and after the completion of propulsion, a mold material is installed on the inner peripheral surface of the temporary pipe and finished with mortar or resin material. The

他のセグメント5材としては、コンクリ−ト製品をあらかじめ工場等で分割製作したものを使用することも可能である。   As the other five segments, it is also possible to use a concrete product that has been divided and manufactured in advance at a factory or the like.

上下水道、ガス、電気等の管路布設における長距離推進工事に適用できる。   It can be applied to long-distance propulsion work in laying pipes for water and sewage, gas, electricity, etc.

本発明の長距離推進工法の全体を説明する縦断面図である。It is a longitudinal section explaining the whole long-distance propulsion method of the present invention. 本発明のセグメント体を説明する断面図である。It is sectional drawing explaining the segment body of this invention. 本発明のセグメントの1実施例を説明する正面図である。It is a front view explaining one Example of the segment of this invention.

符号の説明Explanation of symbols

1 先導体
2 前方推進管列
3 セグメント体
4 後方推進管列
5 セグメント
6 元押ジャッキ
7 支圧壁
8 発進立坑
9 セグメントジャッキ
10 外殻
11 アダプタ−
DESCRIPTION OF SYMBOLS 1 Leader conductor 2 Front propulsion pipe row 3 Segment body 4 Back propulsion pipe row 5 Segment 6 Main push jack 7 Bearing wall 8 Start shaft 9 Segment jack 10 Outer shell 11 Adapter

Claims (1)

先導体の後方に先導体外径と略同じ外径を有する推進管を連結し、前記先導体で掘削孔を造成しながら掘削孔に沿って推進管を順次推進埋設していく長距離推進工法において、前記推進管を複数に連結して構成される推進管列の所定の位置に、推進管と略同じ外径を有し前後の推進管壁面位置に対向するように複数本のセグメントジャッキを内装した筒状のセグメント体を設置し、発進立坑内の後方に装備した元押ジャッキで前記推進管及びセグメント体を順次推進埋設していく第1工程と、前記セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させ、次にセグメント体より後方の推進管列を元押ジャッキにより前記ストロ−ク長だけ前進させる作業を順次繰返して推進管1本分のスペ−スが確保できると、推進管列の最後端に次の推進管をつぎ足しながら、前記推進管及びセグメント体を順次推進埋設していく第2工程と、前記セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させ、前記セグメントジャッキのストロ−ク長よりもやや短く形成したセグメントを、セグメントジャッキ後方と先頭の推進管列の間に設置し、再度セグメント体より前方の推進管列をセグメントジャッキのストロ−ク長だけ前進させる作業を順次繰返しながら前方の推進管列、セグメント体及びセグメントを順次推進埋設していく第3工程と、により構成されることを特徴とする長距離推進工法。   In a long-distance propulsion method in which a propulsion pipe having an outer diameter substantially the same as the outer diameter of the front conductor is connected to the rear of the front conductor, and the propulsion pipe is sequentially propelled and buried along the excavation hole while forming the excavation hole with the front conductor. A plurality of segment jacks are installed at predetermined positions of a propulsion pipe array configured by connecting a plurality of the propulsion pipes so that they have substantially the same outer diameter as the propulsion pipes and face the front and rear propulsion pipe wall surfaces. A first step of installing the propelling pipe and the segment body sequentially with a main push jack installed at the rear of the start shaft, and a propulsion pipe array in front of the segment body. The space for one propulsion pipe is secured by sequentially repeating the operation of advancing the stroke length of the segment jack, and then advancing the propulsion pipe row behind the segment body by the main push jack by the stroke length. If possible A second step in which the propulsion pipe and the segment body are sequentially propulsion embedded while adding the next propulsion pipe to the end of the pipe row, and the propulsion pipe row in front of the segment body is the stroke length of the segment jack. The segment which is moved forward and formed slightly shorter than the stroke length of the segment jack is placed between the rear of the segment jack and the leading propulsion tube row, and the propulsion tube row ahead of the segment body is again connected to the segment jack stroke. A long-distance propulsion method comprising: a third step of sequentially propelling and embedding the forward propelling pipe row, the segment body, and the segment while sequentially repeating the work of advancing by the length of the shaft.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101227860B1 (en) * 2010-09-30 2013-01-31 한국전력공사 Steel Pipe propulsion method using steel beam

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11173076A (en) * 1997-12-16 1999-06-29 Fujita Corp High speed construction work system and high speed construction method for shield tunnel
JP2004084165A (en) * 2002-08-22 2004-03-18 Takenaka Doboku Co Ltd Long range jacking method by simultaneous drive of plurality of intermediate jacks

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11173076A (en) * 1997-12-16 1999-06-29 Fujita Corp High speed construction work system and high speed construction method for shield tunnel
JP2004084165A (en) * 2002-08-22 2004-03-18 Takenaka Doboku Co Ltd Long range jacking method by simultaneous drive of plurality of intermediate jacks

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101227860B1 (en) * 2010-09-30 2013-01-31 한국전력공사 Steel Pipe propulsion method using steel beam

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