JP4954830B2 - Add-on device for side hole excavator - Google Patents

Add-on device for side hole excavator Download PDF

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JP4954830B2
JP4954830B2 JP2007229112A JP2007229112A JP4954830B2 JP 4954830 B2 JP4954830 B2 JP 4954830B2 JP 2007229112 A JP2007229112 A JP 2007229112A JP 2007229112 A JP2007229112 A JP 2007229112A JP 4954830 B2 JP4954830 B2 JP 4954830B2
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pipe
excavation
trunk
connection
horizontal hole
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JP2009062685A (en
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卓 広瀬
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Fuji Kikai Kogyo Co Ltd
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この発明は、上下水道管や通信ケーブル配設管等の小口径管を圧入推進工法によって地中に埋設する横穴掘進機、特に埋設管としてヒューム管を用いる横穴掘進機における継ぎ足し装置に関する。   The present invention relates to a horizontal hole excavating machine for embedding small-diameter pipes such as water and sewage pipes and communication cable installation pipes in the ground by a press-fitting propulsion method, and more particularly to a splicing device in a horizontal hole excavating machine using a fume pipe as an embedded pipe.

一般的に、圧入推進工法による地中配管は、予定配管線上の地表に発進立坑と到達立坑を構築し、発進立坑内に設置した推進ジャッキにより、掘削ヘッドの回転で地盤に横穴を穿つ掘削先導体とこれに続く埋設管を継ぎ足しつつ後端側から押圧して地中に推進させ、もって到達立坑までの管路を形成するものである(特許文献1)。そして、この工法においては、掘削土砂を排出するために、埋設管の内側に送排泥管を継ぎ足しつつ配設し、これら送排泥管によって掘削部位に水を送って掘削土砂を泥状化すると共に、この泥状化した掘削土砂を発進立坑側から排出するのが普通である。また、埋設管の内側には、送排泥管の他に、掘削部位へ滑剤を送る滑剤供給管を同様に継ぎ足しつつ配設する場合もある(特許文献2)。   Generally, underground piping by the press-fitting propulsion method is constructed by constructing a start shaft and a reaching shaft on the surface of the planned piping line, and by a propulsion jack installed in the start shaft, a drilling head that drills a horizontal hole in the ground by rotating the drilling head It pushes from the rear end side and pushes it into the ground while adding the body and the buried pipe that follows it, thereby forming a pipe line to the reaching shaft (Patent Document 1). And in this construction method, in order to discharge excavated sediment, it is arranged while adding and discharging mud pipes inside the buried pipe, and water is sent to the excavation site by these feed and exhaust mud pipes to make the excavated soil mud. At the same time, it is common to discharge the mud excavated soil from the start shaft side. Further, in addition to the sending and discharging mud pipe, a lubricant supply pipe for sending the lubricant to the excavation site may be similarly installed inside the buried pipe (Patent Document 2).

このような圧入推進工法では、安定した掘進を行う上で、掘削反力による掘削先導体のローリング(周方向回転)を防止する必要がある。そのため、埋設管が鋼管である場合は、所謂鋼管さや管方式として継ぎ足す鋼管同士を溶接で連結一体化し、掘削の回転反力を連結した該鋼管を介して推進ジャッキ側に伝達し、該推進ジャッキ側で回転反力を受け止めて掘削先導体のローリングを防止している。しかるに、埋設管にヒューム管(鉄筋コンクリート管)を用いる場合は、該ヒューム管同士を単に差込み式に接続することから、これらヒューム管を介して回転反力を伝達できない。   In such a press-fitting propulsion method, it is necessary to prevent the excavation reaction conductor from rolling (circumferential rotation) due to the excavation reaction force when performing stable excavation. Therefore, when the buried pipe is a steel pipe, the steel pipes to be added as so-called steel pipe sheath pipes are connected and integrated by welding, and the rotational reaction force of excavation is transmitted to the propulsion jack side through the steel pipe, and the propulsion is transmitted. The jack side receives the rotational reaction force to prevent the drilling conductor from rolling. However, when fume pipes (reinforced concrete pipes) are used as the buried pipes, since the fume pipes are simply connected in a plug-in manner, the rotational reaction force cannot be transmitted via these fume pipes.

なお、ヒューム管では、材質的に大きな耐ねじれ強度を確保できない上、その端部同士を相対回転不能に係嵌する構造にしても、回転反力が加わった際に係嵌部に割れを生じる。また、埋設管として鋼管内にコンクリートを遠心成形した合成鋼管も知られる(特許文献2)が、コスト高になると共に、用途面からの制約もある。   In addition, in the case of a fume tube, it is not possible to secure a large torsional resistance strength in terms of material, and even if the end portions are engaged so that they cannot be rotated relative to each other, cracks occur in the engaging portion when a rotational reaction force is applied. . A synthetic steel pipe in which concrete is centrifugally formed in a steel pipe is also known as an embedded pipe (Patent Document 2), but the cost is high and there are restrictions from the application side.

そこで、従来において埋設管にヒューム管を用いる場合は、そのヒューム管の内側に配設して掘削の回転反力を推進ジャッキ側に伝達する連結幹として、推進方向計測用のレーザ光路を形成する鋼製パイプを送排泥管や滑剤供給管と共に両端のフランジ間に一体化したものを用い、その先頭部を掘削先導体側に連結し、該掘削先導体の掘進に伴ってヒューム管と共に該連結幹を継ぎ足す際に、前後の連結幹の突き合わせたフランジ同士をボルトで締結して連結一体化し、その末端部を推進ジャッキ側で回転不能に保持する方法が採用されている。
特開2002−129879号 特開2004−52384号
Therefore, when a fume pipe is conventionally used as the buried pipe, a laser beam path for measuring the propulsion direction is formed as a connecting trunk that is disposed inside the fume pipe and transmits the rotational reaction force of excavation to the propulsion jack side. The steel pipe is integrated with the feed / drain mud pipe and the lubricant supply pipe between the flanges at both ends, and the leading part is connected to the drilling destination conductor side, and the connection is made with the fume pipe as the drilling destination conductor advances. When the trunks are added, a method is adopted in which the flanges of the front and rear connecting trunks joined together by bolts are connected and integrated, and the end portions thereof are held non-rotatable on the propulsion jack side.
JP 2002-129879 A JP 2004-52384 A

しかしながら、埋設管がヒューム管である場合に用いる前記従来の連結幹は、相互を直線状に連結する上で、突き合わせる両側のフランジ端面の平行度と軸方向(掘進方向)に対する垂直度を精密に設定する必要があると共に、連結した連結幹同士の各管体がフランジ連結部で同心になるように、各管体と両側フランジとを高い配置精度で組付けることが要求され、もって組立製作コストが非常に高く付くことに加え、連結作業に手間を要するという難点があり、また鋼製パイプと共に送排泥管や滑剤供給管が一体化しているため、一部に損傷を生じても全体の交換を余儀なくされ、もって補修及び保全コストも高く付くという問題があった。   However, the conventional connecting trunk used when the buried pipe is a fume pipe has a precise degree of parallelism and perpendicularity with respect to the axial direction (digging direction) of the flange end surfaces on both sides to be connected to each other in a straight line. It is necessary to set each pipe body and both side flanges with high placement accuracy so that the pipe bodies of the connected connecting trunks are concentric at the flange connecting portion. In addition to being very expensive, there is a problem that it takes time to connect, and the steel pipe and the mud pipe and lubricant supply pipe are integrated, so even if some damage occurs, the whole Therefore, there is a problem that repair and maintenance costs are high.

この発明は、上述の事情に鑑みて、埋設管にヒューム管を用いる横穴掘進機における継ぎ足し装置として、掘削の回転反力を推進ジャッキ側に伝達する連結幹が構成的に簡素で安価に組立製作できる上、掘削先導体の掘進に伴って連結幹を継ぎ足しする際の連結作業が容易であり、また補修及び保全コストを低減できるものを提供することを目的としている。   In view of the above-mentioned circumstances, the present invention is a simple and inexpensive assembling and manufacturing of a connecting trunk that transmits the rotational reaction force of excavation to the propulsion jack as an extension device in a horizontal hole excavator using a fume pipe as an embedded pipe. In addition, it is an object to provide an apparatus that can easily perform a connecting operation when a connecting trunk is added along with the excavation of a conductor to be excavated and can reduce repair and maintenance costs.

上記目的を達成するために、本発明は以下の手段を提供する。   In order to achieve the above object, the present invention provides the following means.

〔1〕掘削ヘッドの回転によって地盤に横穴を穿つ掘削先導体の後側にヒューム管を継ぎ足しつつ、これらを発進立坑内に設置した推進ジャッキで押して掘進させる横穴掘進機において、前記ヒューム管の内側に配置して先頭部を掘削先導体側に相対回転不能に連結し、該掘削先導体の掘進に伴って継ぎ足すと共に、末端部を推進ジャッキ側で周方向回転不能に保持する連結幹を備え、各連結幹の前後端部に、相互の掘進方向の挿嵌によって当該連結幹同士を相対回転不能に接続する挿嵌接続部を有し、前記連結幹は、内側に相互の連結状態で直線的に透通する軸方向空間部を有すると共に、前記挿嵌接続部が掘削中心から離心した複数ヶ所に形成されてなることを特徴とする、横穴掘進機における継ぎ足し装置。
[1] In a horizontal hole excavating machine in which a fume pipe is added to the rear side of a drilling conductor that pierces the ground by the rotation of the excavation head and is pushed by a propulsion jack installed in the start shaft, the inner side of the fume pipe And connected to the excavation tip conductor side so as not to rotate relative to the excavation tip conductor side, and added to the excavation tip conductor, and a connecting trunk that holds the end portion in the circumferential direction non-rotatable on the propulsion jack side, the front and rear ends of each connecting stem, have a fitted connecting portion connecting the connecting stem between relatively unrotatably by inserting mutual excavation direction, the connecting stem linearly in connection state of each other on the inside A splicing device for a horizontal hole excavator , characterized in that it has an axial space portion that passes through the insertion hole, and the insertion and connection portions are formed at a plurality of locations separated from the excavation center .

〔2〕接続状態の挿嵌接続部を離脱不能に貫通するロックピンを備えると共に、前記ヒューム管の内周側で該ロックピンの抜出動作を阻止するように構成されてなる前項1に記載の横穴掘進機における継ぎ足し装置。   [2] The above-mentioned item 1, wherein a lock pin that penetrates the inserted and connected portion in the connected state so as not to be detached is provided, and that the lock pin is prevented from being pulled out on the inner peripheral side of the fume tube. Add-on device for horizontal excavation machine.

〕連結幹は、前記の軸方向空間部を構成する鋼製パイプの外周側に、軸方向略全長にわたる補強リブを有してなる前項1または2に記載の横穴掘進機における継ぎ足し装置。
[ 3 ] The splicing device in the horizontal hole excavating machine according to the above item 1 or 2 , wherein the connecting trunk has reinforcing ribs extending substantially along the entire length in the axial direction on the outer peripheral side of the steel pipe constituting the axial space portion.

〕連結幹は、前記パイプの外周側に複数条の補強リブを有すると共に、これら補強リブの両端部に前記挿嵌接続部が形成されてなる前項に記載の横穴掘進機における継ぎ足し装置。
[4] connection stem, which has a reinforcing rib of the plural rows on the outer peripheral side of the pipe, replenishment apparatus in lateral holes excavator according to item 3, wherein the inserted connecting portions at both ends of the reinforcing ribs is formed .

〕少なくとも1条の補強リブが中空枠状をなし、この中空枠状の補強リブの一端側が前記挿嵌接続部の受入れ凹部を構成すると共に、同他端側に該挿嵌接続部の差込み凸部が設けられてなる前項に記載の横穴掘進機における継ぎ足し装置。
[ 5 ] At least one reinforcing rib has a hollow frame shape, and one end side of the hollow frame-shaped reinforcing rib constitutes a receiving concave portion of the insertion connecting portion, and the other end side of the insertion connecting portion has the insertion connecting portion. 5. A splicing device in a horizontal hole excavating machine according to item 4 , wherein the insertion convex portion is provided.

〕前記ヒューム管の内側に配置して先頭部を掘削先導体側に連結し、掘削先導体の掘進に伴って継ぎ足し連結する引戻し用鋼棒を有すると共に、連結幹に該引戻し用鋼棒の支承部が設けられてなる前項1〜5のいずれかに記載の横穴掘進機における継ぎ足し装置。
[ 6 ] The steel pipe is disposed on the inner side of the fume pipe, the leading portion is connected to the excavation tip conductor side, the pulling steel rod is added and connected as the excavation tip conductor advances, and the pulling steel rod is connected to the connecting trunk. 6. A splicing device in a horizontal hole excavating machine according to any one of the preceding items 1 to 5, wherein a support portion is provided.

〕前記ヒューム管の内側に配置して掘削先導体の掘進に伴って継ぎ足す送排泥管を備え、各送排泥管の前後端部に外向き突縁部が形成されると共に、連結幹に送排泥管の前後両側の外向き突縁部と係嵌して当該送排泥管を位置決めする位置決めフランジ部が形成されてなる前項1〜6のいずれかに記載の横穴掘進機における継ぎ足し装置。
[ 7 ] A feed mud pipe arranged inside the fume pipe and added as the excavation target conductor is dug, and an outward projecting edge is formed at the front and rear ends of each feed mud pipe, 7. The horizontal hole excavating machine according to any one of the preceding items 1 to 6 , wherein a positioning flange portion is formed to engage the connecting trunk with outward projecting edge portions on both front and rear sides of the feed / drain mud pipe to position the feed / drain mud pipe. Add-on device.

〔1〕の発明によれば、掘削先導体に加わる掘削の回転反力がヒューム管の内側に配置する連結幹を介して推進ジャッキ側に伝達され、該推進ジャッキ側で回転反力を受け止めることになるが、掘削先導体の掘進に伴って連結幹を継ぎ足す際、連結幹同士が挿嵌接続部を掘進方向に挿嵌させるだけで相対回転不能に接続するから、該連結幹の連結作業が非常に容易である上、該連結幹が送排泥管等の他の管体と一体化しない簡素な構造になるため、該連結幹を安価に組立製作できることに加え、それ自体が損傷した場合に交換すればよいから、補修及び保全コストを低減できる。   According to the invention of [1], the rotational reaction force of excavation applied to the excavation tip conductor is transmitted to the propulsion jack side via the connecting trunk disposed inside the fume pipe, and the rotational reaction force is received on the propulsion jack side. However, when the connecting trunks are added along with the excavation of the conductor to be excavated, the connecting trunks are connected to each other so that they cannot be rotated relative to each other only by inserting the insertion connecting portion in the direction of excavation. In addition to being very easy, the connection stem has a simple structure that does not integrate with other pipes such as a sending and discharging mud pipe. Since it only has to be replaced in some cases, repair and maintenance costs can be reduced.

また、連結幹内の軸方向空間部が相互の連結状態で直線的に透通するから、該軸方向空間部を推進方向計測用のレーザ光路として利用できる。  Further, since the axial space portions in the connecting trunk are linearly penetrated in a mutually connected state, the axial space portion can be used as a laser beam path for measuring the propulsion direction.

〔2〕の発明によれば、接続した連結幹同士をロックピンによって離脱不能にロックでき、加えて接続部に外嵌するヒューム管によって該ロックピンが抜出不能になるから、連結幹による掘削反力の伝達がより確実になる。  According to the invention of [2], the connected connecting trunks can be locked with the lock pins so as not to be detached, and in addition, the lock pins cannot be pulled out by the fume tube fitted on the connecting portion. Reaction force transmission is more reliable.

〕の発明によれば、連結幹が軸方向空間部を構成する鋼製パイプの外周側に軸方向略全長にわたる補強リブを有するから、該連結幹の耐ねじれ強度が大きくなり、それだけ該連結幹による回転反力の伝達性が高くなる。
According to the invention of [ 3 ], since the connecting stem has the reinforcing ribs extending over the entire length in the axial direction on the outer peripheral side of the steel pipe constituting the axial space portion, the torsional strength of the connecting stem is increased, The transmission of rotational reaction force by the connecting trunk is enhanced.

〕の発明によれば、連結幹の鋼製パイプ外周に設けた複数条の補強リブにより、該連結幹の耐ねじれ強度が更に大きくなると共に、挿嵌接続部を強固に形成できる。なお、複数条の補強リブは、鋼製パイプの軸方向略全長にわたって延びるとともに該パイプの外周に周方向に間隔をおいて設けられることが望ましい。
According to the invention of [ 4 ], the plurality of reinforcing ribs provided on the outer periphery of the steel pipe of the connection trunk can further increase the torsional strength of the connection trunk and can firmly form the insertion connection portion. In addition, it is desirable that the plurality of reinforcing ribs extend substantially along the entire length of the steel pipe in the axial direction and be provided on the outer periphery of the pipe at intervals in the circumferential direction.

〕の発明によれば、連結幹の鋼製パイプ外周に設けた複数条の補強リブのうち、少なくとも1条の補強リブが中空枠状をなすため、該連結幹の耐ねじれ強度が更に大きくなる上、この中空枠状の補強リブの両端形状を利用して挿嵌接続部の受入れ凹部及び差込み凸部を容易に形成できる。
According to the invention of [ 5 ], at least one reinforcing rib of the plurality of reinforcing ribs provided on the outer periphery of the steel pipe of the connecting trunk has a hollow frame shape, so that the torsional strength of the connecting trunk is further increased. In addition, it is possible to easily form the receiving concave portion and the insertion convex portion of the insertion connecting portion by utilizing the shape of both ends of the hollow frame-shaped reinforcing rib.

〕の発明によれば、前記ヒューム管の内側に引戻し用鋼棒を配置するから、掘進中に何らかの異常が発生した際、該引戻し用鋼棒を利用して掘削先導体を含む全体を推進ジャッキ側に容易に引き戻すことができると共に、連結幹に設けた支承部で該引戻し用鋼棒を支承できる。
According to the invention of [ 6 ], since the pulling steel rod is arranged inside the fume pipe, when some abnormality occurs during the excavation, the pulling steel rod is used to make the whole including the excavation tip conductor. The steel rod for pulling back can be easily pulled back to the propulsion jack side, and the steel rod for pulling back can be supported by a support portion provided on the connecting trunk.

〕の発明によれば、送排泥管によって掘削土砂を泥状化して排出できる上、各送排泥管を前後端部の外向き突縁部を利用して各連結幹に容易に位置決めできる。 According to the invention of [ 7 ], the excavated earth and sand can be muddy and discharged by the feed / drain mud pipe, and each feed / drain mud pipe can be easily attached to each connecting trunk using the outward projecting edges of the front and rear ends. Can be positioned.

図1は本発明の一実施形態に係る横穴掘進機による地中配管の圧入推進工法を示す概略図であり、図中の1は地中Gに横穴Hを穿つ掘削先導体、2は埋設管として用いるヒューム管、3は該ヒューム管2の内側に配設される連結幹、4は同じく送排泥管、5は発進立坑P内に設置された推進ジャッキ、6はフロアー上に設置されてレーザビームLを照射するガイドビーム照射器、7は先頭の埋設管2と掘削先導体1との間に介在する接続管、8は横穴Hからの漏水等を防止する止水坑口、9は地上設備の泥水処理部、10は同じく滑剤供給部、11は発進立坑Pの近傍に設置した操作盤、12は同じく油圧ユニット、13は発電機である。   FIG. 1 is a schematic view showing a method for propelling underground pipes by a horizontal hole excavator according to an embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a drilling conductor having a horizontal hole H formed in the underground G, and reference numeral 2 denotes a buried pipe. As a fume pipe, 3 is a connecting trunk disposed inside the fume pipe 2, 4 is also a feed mud pipe, 5 is a propulsion jack installed in the start shaft P, and 6 is installed on the floor. A guide beam irradiator for irradiating a laser beam L, 7 is a connecting pipe interposed between the leading buried pipe 2 and the excavation tip conductor 1, 8 is a water stop pit for preventing water leakage from the lateral hole H, and 9 is the ground An equipment muddy water treatment unit, 10 is also a lubricant supply unit, 11 is an operation panel installed in the vicinity of the start shaft P, 12 is a hydraulic unit, and 13 is a generator.

この圧入推進工法では、掘削ヘッド1aの回転による掘削先導体1の掘進に伴ってヒューム管2を継ぎ足しながら、その後端側を推進ジャッキ5の押し輪5bで押圧して地中Gに推進させると共に、掘進反力を推進ジャッキ5の反力板5cを介して発進立坑Pの内壁面で受け止めるが、掘削の回転反力はヒューム管2…内の連結幹3を介して推進ジャッキ5側に伝達されて当該推進ジャッキ5にて受け止められる。   In this press-fitting propulsion method, while the fume pipe 2 is added as the excavation head conductor 1 is advanced by the rotation of the excavation head 1a, the rear end side is pushed by the push ring 5b of the propulsion jack 5 and propelled to the underground G. The excavation reaction force is received by the inner wall surface of the start shaft P through the reaction force plate 5c of the propulsion jack 5, but the rotational reaction force of excavation is transmitted to the propulsion jack 5 side through the connecting trunk 3 in the fume pipe 2. And is received by the propulsion jack 5.

図2はヒューム管2…の接続部分を拡大して示す縦断側面図、図3は連結幹3…の継ぎ足し操作を示す縦断側面図、図4(A)は図3のX−X線の断面矢視図、図4(B)は図3のY−Y線の断面矢視図である。   2 is an enlarged vertical side view showing a connecting portion of the fume pipes 2... FIG. 3 is a vertical side view showing an adding operation of the connecting trunks 3. FIG. 4A is a cross-sectional view taken along line XX in FIG. FIG. 4B is a sectional view taken along the line Y-Y in FIG. 3.

これらの図で示すように、ヒューム管2…の内側には、略中央に位置する連結幹3と、下部寄りの左右に位置し、一方を水供給側、他方を排泥側とする2本の送排泥管4,4と、右上部に位置する滑剤供給管14と、中間高さで左右に配置した引戻し用鋼棒15,15とがヒューム管2の軸方向に沿って平行配置している。そして、これら管体3,4,14と鋼棒15はいずれも、ヒューム管2に対応した単位長さを有しており、掘削先導体1の掘進に伴う該ヒューム管2の継ぎ足しの都度、その直前に各々を継ぎ足し連結するようになっている。   As shown in these figures, on the inner side of the fume pipes 2..., There are two connecting trunks 3 positioned substantially at the center and two on the left and right sides near the lower part, one being the water supply side and the other being the mud drain side. The sludge feed pipes 4 and 4, the lubricant supply pipe 14 located in the upper right part, and the steel bars 15 and 15 for pulling back arranged at right and left at an intermediate height are arranged in parallel along the axial direction of the fume pipe 2. ing. And these pipe bodies 3, 4, 14 and the steel rod 15 all have a unit length corresponding to the fume pipe 2, and each time the fume pipe 2 is added along with the excavation of the excavation tip conductor 1, Immediately before that, each is added and connected.

ヒューム管2は、後端部の外周に環状のシールカバー21が一部を後方へ張出した状態に嵌装されている。そして、該ヒューム管2の継ぎ足しの際には、既設のヒューム管2の後端面と次位のヒューム管2の前端面との間にガスケット22を介在させると共に、シールカバー21の後方張出部に次位のヒューム管2の前端部を嵌入させることにより、該後方張出部の内周に被着したシール層21aによってシールカバー21と次位のヒューム管2の外周との間が水密封止される。   The fume tube 2 is fitted in a state in which an annular seal cover 21 projects partly rearward on the outer periphery of the rear end portion. When the fume pipe 2 is added, the gasket 22 is interposed between the rear end face of the existing fume pipe 2 and the front end face of the next-stage fume pipe 2, and the rear projecting portion of the seal cover 21 is provided. By inserting the front end portion of the next-stage fume tube 2 into the inner space, the seal layer 21a attached to the inner periphery of the rearward projecting portion provides a water-tight seal between the seal cover 21 and the outer periphery of the next-order fume tube 2. Stopped.

なお、図2に示すように、先頭のヒューム管2の前端部と接続管7の後端部との間には断面T字形のカラー71が嵌装されている。また接続管7の周面には、滑剤供給管14に接続する滑剤注入口72が設けてある。一方、推進ジャッキ5側には、送排泥管接続口52及び滑剤供給管接続口51が設けられている。   As shown in FIG. 2, a collar 71 having a T-shaped cross section is fitted between the front end portion of the leading fume tube 2 and the rear end portion of the connection tube 7. A lubricant injection port 72 connected to the lubricant supply pipe 14 is provided on the peripheral surface of the connection pipe 7. On the other hand, on the propulsion jack 5 side, a supply / discharge mud pipe connection port 52 and a lubricant supply pipe connection port 51 are provided.

連結幹3は、図5(A)(B)及び図6(A)(B)でも示すように、内側をレーザ光路30とする鋼製パイプ31の頂部外面側に、断面下向きコ字形のフレーム材の溶接によって略全長にわたる中空枠状の補強リブ32が形成されると共に、該鋼製パイプ31の底部外面側に、帯板材の溶接によって略全長にわたる垂直フィン状の補強リブ33が形成されている。なお、鋼製パイプ31は、パイプ本体31aと、その外側に底部を除いて套嵌した断面C字形のカバー材31bとで構成され、カバー材31bが略同じ長さのパイプ本体31aに対して若干前方へずれた状態で溶接固着されている。なお、鋼製パイプ31は、高い剛性を有するパイプ、即ち剛性パイプとしても捉えることができる。   As shown in FIGS. 5A and 5B and FIGS. 6A and 6B, the connecting trunk 3 is a frame having a U-shaped cross-section facing downward on the top outer surface side of the steel pipe 31 having the laser light path 30 inside. A hollow frame-shaped reinforcing rib 32 is formed over substantially the entire length by welding the material, and a vertical fin-shaped reinforcing rib 33 is formed over the entire length on the bottom outer surface side of the steel pipe 31 by welding the strip material. Yes. The steel pipe 31 is composed of a pipe main body 31a and a cover member 31b having a C-shaped cross section that is fitted on the outside of the pipe main body 31a. The cover member 31b has a length substantially equal to that of the pipe main body 31a. It is welded and fixed with a slight forward shift. The steel pipe 31 can also be regarded as a pipe having high rigidity, that is, a rigid pipe.

そして、該連結幹3における上側の補強リブ32の前端側には、その中空枠内に基端側を一部嵌入して溶接固着された短い角棒によって挿嵌接続部34の差込み凸部34aが形成されると共に、該補強リブ32の後端側が差込み凸部34aに対応した受入れ凹部34bを構成している。また,差込み凸部34aには上下方向に透通するロック孔16が設けられ、受入れ凹部34bにはロックピン17が上下方向に移動自在に係着されており、受入れ凹部34bに他の連結幹3の差込み凸部34aを挿嵌した状態で、該ロックピン17を差込み凸部34aのロック孔16に貫通することにより、差込み凸部34aを受入れ凹部34bから離脱不能にロックできるようになっている。なお、該ロックピン17は、紛失防止のために、両端部を径大化して補強リブ32の貫通孔から抜出不能にしてある。   Then, on the front end side of the upper reinforcing rib 32 in the connecting trunk 3, the insertion convex portion 34 a of the insertion connecting portion 34 is inserted by a short square bar which is partially welded and fixed to the hollow frame. Is formed, and the rear end side of the reinforcing rib 32 constitutes a receiving recess 34b corresponding to the insertion protrusion 34a. Further, the insertion protrusion 34a is provided with a lock hole 16 that is vertically permeable, and the lock pin 17 is engaged with the receiving recess 34b so as to be movable in the vertical direction. The insertion pin 34a can be locked from the receiving recess 34b so as not to be detached by passing the lock pin 17 through the lock hole 16 of the insertion projection 34a in a state where the insertion protrusion 34a of 3 is inserted. Yes. In addition, the lock pin 17 is made impossible to be removed from the through-holes of the reinforcing ribs 32 by increasing the diameter of both ends in order to prevent loss.

一方、連結幹3における下側の補強リブ33の前後両端部には、左右両側縁に凹円弧部35a,35aを有する位置決めフランジ部35と、該位置決めフランジ部35の下部に設けた取付穴35bに基端側を嵌入した短筒体36とが溶接固定されており、前端側の短筒体36に挿嵌固定された丸軸体によって挿嵌接続部37の差込み凸部37aが形成されると共に、該補強リブ33の後端側が短筒体36が差込み凸部37aに対応した受入れ凹部37bを構成している。   On the other hand, at the front and rear end portions of the lower reinforcing rib 33 in the connecting trunk 3, a positioning flange portion 35 having concave arc portions 35a, 35a on both left and right edges, and a mounting hole 35b provided below the positioning flange portion 35 are provided. The short cylindrical body 36 having the proximal end inserted therein is welded and fixed, and the insertion convex portion 37a of the insertion connecting portion 37 is formed by the round shaft body inserted and fixed to the short cylindrical body 36 on the front end side. At the same time, the rear end side of the reinforcing rib 33 constitutes a receiving concave portion 37b corresponding to the convex portion 37a.

このような連結幹3を掘削先導体1の掘進に伴って継ぎ足し連結するには、図3に示すように、既設の連結幹3の後端側に次位の連結幹3の前端側を合わせ、前者の挿嵌接続部34,37の受入れ凹部34b,37bに、後者の挿嵌接続部34,37の差込み凸部34a,37aを挿嵌させ、次いで挿嵌接続部34側に挿嵌した差込み凸部34aのロック孔16にロックピン17を貫通させればよい。これにより、両連結幹3,3の鋼製パイプ31,31は、前者のパイプ本体31aのカバー材31bがない後端部に、後者のカバー材31bの前方張出部が外嵌する形になり、もって該カバー材31bを位置決めガイドとして容易に精度よく同心状に連結される。また、差込み凸部34aのロック孔16に貫通させたロックピン17は、その外側でヒューム管2を継ぎ足すことにより、該ヒューム管2の接近した内周面によって上方移動が阻止されるから、以降はロック状態を維持することになる。   In order to add and connect such a connecting trunk 3 with the excavation of the excavating conductor 1, the front end of the next connecting trunk 3 is aligned with the rear end of the existing connecting trunk 3, as shown in FIG. The insertion convex portions 34a and 37a of the latter insertion connection portions 34 and 37 are inserted into the receiving concave portions 34b and 37b of the former insertion connection portions 34 and 37, and then inserted into the insertion connection portion 34 side. What is necessary is just to let the lock pin 17 penetrate the lock hole 16 of the insertion convex part 34a. Thereby, the steel pipes 31 and 31 of both the connecting trunks 3 and 3 are formed so that the front projecting portion of the latter cover member 31b is fitted on the rear end portion of the former pipe body 31a where the cover member 31b is not provided. Therefore, the cover member 31b is easily and accurately concentrically connected using the positioning guide 31b as a positioning guide. Further, the lock pin 17 penetrated through the lock hole 16 of the insertion convex portion 34a is prevented from moving upward by the inner peripheral surface of the fume tube 2 approached by adding the fume tube 2 outside thereof. Thereafter, the locked state is maintained.

なお、該連結幹3の上側の補強リブ32の前後2ヵ所には、図5(A)(B)に示すように、各々一対の開口部にて構成されるフック掛止部32aが設けてあり、当該連結幹3の搬入出に際してクレーンの吊下げフックを該フック掛止部32aに掛止して吊持するようになっている。また、下側の補強リブ33の前後2ヵ所には、下縁側にコ字形の切欠部33aが形成されると共に、各切欠部33aの底部にねじ孔33bが穿設されており、各切欠部33aに支承枠体18をねじ止めするようになっている。更に、鋼製パイプ31の前後両端部には、上方に臨む凹円弧部38aを有する管受け片38が当該パイプ31の上部から左方へ突出するように溶接固着されており、両管受け片38,38によってヒューム管2内で滑剤供給管14を支承するようになっている。   As shown in FIGS. 5A and 5B, hook retaining portions 32a each having a pair of openings are provided at two front and rear portions of the upper reinforcing rib 32 of the connecting trunk 3. In addition, when the connecting trunk 3 is carried in and out, the hanging hook of the crane is hooked on the hook hooking portion 32a to be hung. In addition, a U-shaped notch 33a is formed on the lower edge side at two front and rear positions of the lower reinforcing rib 33, and a screw hole 33b is formed at the bottom of each notch 33a. The support frame 18 is screwed to 33a. Further, at both front and rear ends of the steel pipe 31, a pipe receiving piece 38 having a concave arcuate portion 38a facing upward is welded and fixed so as to protrude leftward from the upper part of the pipe 31. The lubricant supply pipe 14 is supported in the fume pipe 2 by 38 and 38.

支承枠体18は、図7(A)(B)で詳細に示すように、略半円状に湾曲した帯板からなる円弧状基枠18aの立ち上がった両端に、上向き開放コ字形の鋼棒支持部18bが一体形成されており、円弧状基枠18aの最下位置となる中央部にねじ挿通孔18cを有すると共に、該ねじ挿通孔18cを挟む両側で且つ円弧状基枠18aの長手方向に対して斜交した位置にキャスタ取付け孔18d,18dが設けてある。   As shown in detail in FIGS. 7 (A) and 7 (B), the support frame 18 has an upwardly open U-shaped steel rod at both ends of an arcuate base frame 18a made of a strip that is curved in a substantially semicircular shape. The support portion 18b is integrally formed, and has a screw insertion hole 18c in the central portion which is the lowest position of the arc-shaped base frame 18a, and on both sides sandwiching the screw insertion hole 18c and in the longitudinal direction of the arc-shaped base frame 18a Caster mounting holes 18d and 18d are provided at positions oblique to the angle.

そして、この支承枠体18は、キャスタ取付け孔18d,18dに下方から独楽状のキャスタ19,19を圧入固定した状態で、円弧状基枠18aの中央部を連結幹3の補強リブ33の切欠部33aに嵌合し、下方からをねじ挿通孔18cを通して取付ボルト23を補強リブ33のねじ孔33bに螺挿することにより、図4(A)(B)に示すように当該連結幹3に肋骨状に取り付けられ、円弧状基枠18aの左右両側で送排泥管4,4を支承すると共に、両鋼棒支持部18b,18bによって左右2本の引戻し用鋼棒15,15を支承するようになっている。また、図4(A)で示すように、この支承枠体18に取り付けたキャスタ19,19は、ヒューム管2内の配設物全体の重量を受けて当該ヒューム管2の内面に接当することになる。   The support frame body 18 is formed by notching the center part of the arc-shaped base frame 18a to the notch of the reinforcing rib 33 of the connecting trunk 3 in a state in which the top casters 19 and 19 are press-fitted and fixed to the caster mounting holes 18d and 18d from below. The fitting bolt 23 is screwed into the screw hole 33b of the reinforcing rib 33 through the screw insertion hole 18c from below and screwed into the screw hole 33b of the reinforcing rib 33, so that the connection trunk 3 is attached to the connection trunk 3 as shown in FIGS. It is attached in a rib shape, and supports the feed and discharge mud pipes 4 and 4 on both the left and right sides of the arc-shaped base frame 18a, and also supports the two steel bars 15 and 15 for pulling back on the left and right sides with both steel bar support portions 18b and 18b. It is like that. As shown in FIG. 4A, the casters 19 and 19 attached to the support frame 18 receive the weight of the entire arrangement in the fume tube 2 and contact the inner surface of the fume tube 2. It will be.

送排泥管4は、図8でも示すように、パイプ本体4aの両端に径大短筒状のソケット部4b,4bが溶接固着されてなり、両端部外周にはパイプ本体4aと各ソケット部4bの基部との間の段差で構成される外向き突縁部4cを有している。しかして、左右の送排泥管4,4が連結幹3に取り付けた前後の支承枠体18,18に支承された状態で、該連結幹3の下側両端部に設けた各位置決めフランジ部35の左右両側縁の凹円弧部35a,35aに、各送排泥管4のパイプ本体4aが図4(A)の如く嵌まり込むと共に、図8の仮想線で示すように、前後の両位置決めフランジ部35,35が各送排泥管4の外向き突縁部4c,4cに近接した位置になり、もって両送排泥管4,4が連結幹3に対して前後に位置決めされる。   As shown in FIG. 8, the feed / discharge mud pipe 4 is formed by welding and fixing large and short cylindrical socket parts 4 b and 4 b to both ends of the pipe body 4 a, and the pipe body 4 a and each socket part on the outer periphery of both ends. It has the outward protrusion edge part 4c comprised by the level | step difference between the base parts of 4b. Thus, in the state where the left and right feeding / discharging mud pipes 4, 4 are supported by the front and rear support frames 18, 18 attached to the connection trunk 3, the positioning flange portions provided at the lower ends of the connection trunk 3. As shown in FIG. 4 (A), the pipe main body 4a of each sending / discharging mud pipe 4 is fitted in the concave arc portions 35a, 35a on the left and right side edges of 35, as shown by phantom lines in FIG. The positioning flange portions 35 and 35 are positioned close to the outward projecting edge portions 4 c and 4 c of the respective feed and discharge mud pipes 4, whereby the both feed and discharge mud pipes 4 and 4 are positioned back and forth with respect to the connecting trunk 3. .

また、該送排泥管4を掘削先導体1の掘進に伴って継ぎ足しする際は、図9に示すように、前後の送排泥管4,4のソケット部4b,4bを内側にスリープ41を挿嵌して突き合わせればよく、これによって両送排泥管4,4がスリープ41に外嵌装着したOリング42,42を介して液密に嵌合連結される。なお、滑剤供給管14は、送排泥管4よりも径は小さいが、当該送排泥管4と同様の構造を有しており、掘削先導体1の掘進に伴う継ぎ足しも送排泥管4と全く同様にしてなされる。   Further, when the feed / drain mud pipe 4 is added along with the excavation of the excavation tip conductor 1, as shown in FIG. 9, the socket parts 4b, 4b of the front and rear feed mud pipes 4, 4 are placed in the sleep 41. Are inserted and abutted together, whereby both the feed and discharge mud pipes 4 and 4 are liquid-tightly fitted and connected via O-rings 42 and 42 fitted to the sleep 41. The lubricant supply pipe 14 is smaller in diameter than the feed / drain mud pipe 4, but has the same structure as the feed / drain mud pipe 4. This is done in exactly the same way as 4.

引戻し用鋼棒15は、両端部に雄ねじ(図示省略)を設けており、掘削先導体1の掘進に伴って継ぎ足しする際は、図2に示すように、内周に雌ねじを設けた連結用スリーブ24に前後の鋼棒15,15の端部を螺挿して連結すればよい。   The pullback steel rod 15 is provided with male screws (not shown) at both ends, and when adding with the excavation of the digging tip conductor 1, as shown in FIG. What is necessary is just to screw and connect the edge part of the steel bars 15 and 15 before and behind to the sleeve 24. FIG.

なお、掘削先導体1側ならびに推進ジャッキ5側に対する連結幹3、送排泥管4、滑剤供給管14の連結は、各々の相互の継ぎ足しにおける接続構造を利用してなされる。すなわち、連結幹3では挿嵌接続部34,37の差込み凸部34a,37aと受入れ凹部34b,37bとの挿嵌構造、送排泥管4及び滑剤供給管14ではソケット部を利用する挿嵌構造を利用し、掘削先導体1側では接続管7に各部材の後端側に相当する接続部を設ける一方、推進ジャッキ5側では各部材の前端側に相当する接続部を設け、各々の継ぎ足し時と同様にして連結操作を行えばよい。また、引戻し用鋼棒15については、図2示すように、接続管7側のナット部材25と推進ジャッキ5側のナット部材53にそれぞれ螺合連結する。   The connection trunk 3, the supply / discharge mud pipe 4, and the lubricant supply pipe 14 are connected to the excavation destination conductor 1 side and the propulsion jack 5 side by using a connection structure in the mutual addition. That is, in the connection trunk 3, the insertion structure of the insertion convex portions 34a, 37a of the insertion connection portions 34, 37 and the receiving concave portions 34b, 37b, and the insertion and insertion using the socket portion in the supply / discharge mud tube 4 and the lubricant supply tube Using the structure, the connection pipe 7 is provided with a connection portion corresponding to the rear end side of each member on the excavation tip conductor 1 side, while the connection portion corresponding to the front end side of each member is provided on the propulsion jack 5 side. What is necessary is just to perform a connection operation similarly to the time of addition. As shown in FIG. 2, the pulling steel rod 15 is screwed and connected to the nut member 25 on the connection pipe 7 side and the nut member 53 on the propulsion jack 5 side.

上記構成の横穴掘進機の継ぎ足し装置によれば、掘削ヘッド1aの回転によって掘削先導体1に加わる掘削の回転反力は、ヒューム管2の内側に配置する連結幹3…を介して推進ジャッキ5側に伝達され、該推進ジャッキ5側で回転反力を受け止めることにより、ローリングが防止される。しかして、掘削先導体1の掘進に伴って連結幹3を継ぎ足す際、連結幹3,3同士が挿嵌接続部34,37を掘進方向に挿嵌させるだけで相対回転不能に接続するから、該連結幹3,3の連結作業が非常に容易である上、接続した連結幹3,3同士が挿嵌接続部34でロックピン17によって離脱不能にロックされ、且つ外嵌するヒューム管2によって該ロックピン17が抜出不能になるから、連結幹3…による掘削反力の伝達がより確実になる。   According to the splicing device of the horizontal hole excavator having the above-described configuration, the rotational reaction force of excavation applied to the excavation tip conductor 1 by the rotation of the excavation head 1a is propelled via the connecting trunk 3 disposed inside the fume pipe 2. The rolling is prevented by receiving the rotational reaction force on the propulsion jack 5 side. Thus, when the connecting trunk 3 is added along with the excavation of the digging tip conductor 1, the connecting trunks 3 and 3 are connected to each other so that they cannot be rotated relative to each other simply by inserting the insertion connecting portions 34 and 37 in the excavating direction. In addition, the connecting work of the connecting trunks 3 and 3 is very easy, and the connected connecting trunks 3 and 3 are locked so as not to be detached by the lock pins 17 at the insertion fitting portions 34 and are externally fitted. Thus, the lock pin 17 cannot be pulled out, so that the transmission of the excavation reaction force by the connecting trunks 3 becomes more reliable.

しかも、連結幹3は、内部を推進方向計測用のレーザ光路30として利用する鋼製パイプ31がパイプ本体31aにカバー材31b被せた構造で高い剛性を持つことに加え、該鋼製パイプ31の頂部と底部とに補強リブ32,33を有し、且つ頂部の補強リブ32が中空枠状をなすから、耐ねじれ強度が非常に大きく、それだけ回転反力の伝達性に優れ、確実なローリング防止に繋がる。   In addition, the connecting trunk 3 has a structure in which the steel pipe 31 that uses the inside as the laser beam path 30 for measuring the propulsion direction is covered with the cover material 31b on the pipe body 31a and has high rigidity. Reinforcement ribs 32 and 33 are provided at the top and bottom, and the reinforcement rib 32 at the top forms a hollow frame. Therefore, the torsional resistance is extremely high, and the transmission performance of the rotational reaction force is excellent. It leads to.

また、該連結幹3が送排泥管4や滑剤供給管14とは独立した簡素な構造であり、且つ中空枠状の補強リブ32の両端形状を挿嵌接続部34の差込み凸部34a及び受入れ凹部34bに利用するため、該連結幹3を安価に組立製作できることに加え、それ自体が損傷した場合に交換すればよいから、従来のようなフランジによる一体型の連結幹に比較して補修及び保全コストが著しく低減する。   Further, the connecting trunk 3 has a simple structure independent of the feed / drain mud pipe 4 and the lubricant supply pipe 14, and the both ends of the hollow frame-shaped reinforcing rib 32 are inserted into the insertion protrusions 34 a of the insertion connection part 34 and In addition to being able to assemble and manufacture the connecting trunk 3 at a low cost because it is used for the receiving recess 34b, it can be replaced if it itself is damaged. And maintenance costs are significantly reduced.

更に、ヒューム管2…の内側に引戻し用鋼棒15…を配置するから、掘進中に何らかの異常が発生した際、該引戻し用鋼棒15…を利用して掘削先導体1を含む全体を推進ジャッキ5側に容易に引き戻すことができる。   Further, since the pulling steel rods 15 are arranged inside the fume pipes 2..., When the abnormality occurs during excavation, the pulling steel rods 15. It can be easily pulled back to the jack 5 side.

一方、連結幹3の支承枠体18,18を利用して送排泥管4,4及び引戻し用鋼棒15,15を支承できると共に、管受け片38,38によって滑剤供給管14も支承でき、且つ送排泥管4,4については前後方向の位置決めも行えるから、これらを継ぎ足しのために地上から発進立坑P内へ搬入する際に、予め地上において連結幹3に送排泥管4,4及び引戻し用鋼棒15,15と滑剤供給管14を支承させ、その全体を一体物としてクレーン等で推進ジャッキ5上に降ろすことにより、各部材が適正な連結位置に配置した状態で容易に連結操作を行える。   On the other hand, it is possible to support the supply / discharge mud pipes 4 and 4 and the steel rods 15 and 15 for withdrawal using the support frame bodies 18 and 18 of the connecting trunk 3, and also to support the lubricant supply pipe 14 by the pipe receiving pieces 38 and 38. In addition, since the feeding and discharging mud pipes 4 and 4 can be positioned in the front-rear direction, when the pipes are carried from the ground into the start shaft P for addition, the feeding and discharging mud pipes 4 and 4 are previously connected to the connecting trunk 3 on the ground. 4 and steel rods 15 and 15 for pulling back and lubricant supply pipe 14 are supported, and the whole is lowered as a single unit onto the propulsion jack 5 with a crane or the like, so that each member can be easily placed in an appropriate connection position. Can perform concatenation operations.

以上、本発明について実施形態に基づいて説明したが、本発明は上記に限定されるものではなく、その趣旨を変更しない範囲において、種々変形させてよいことは言うまでもない。   As mentioned above, although this invention was demonstrated based on embodiment, it cannot be overemphasized that this invention is not limited above, In the range which does not change the meaning, you may change variously.

本発明の一実施形態に係る横穴掘進機による圧入推進工法を示す概略図である。It is the schematic which shows the press injection propulsion method by the horizontal hole excavation machine which concerns on one Embodiment of this invention. 同横穴掘進機のヒューム管接続部分を拡大して示す縦断側面図である。It is a vertical side view which expands and shows the fume pipe | tube connection part of the horizontal hole excavation machine. 同横穴掘進機における連結幹継ぎ足し操作を示す縦断側面図である。It is a vertical side view which shows the connection trunk addition operation in the horizontal hole excavation machine. ヒューム管配設部の縦断面を示し、(A)は図3のX−X線の断面矢視図、(B)は図3のY−Y線の断面矢視図である。The longitudinal cross-section of a fume pipe | tube arrangement | positioning part is shown, (A) is a cross-sectional view of the XX line of FIG. 3, (B) is a cross-sectional view of the YY line of FIG. 同横穴掘進機に用いる連結幹を示し、(A)は平面図、(B)は一部破断側面図である。The connection trunk | frame used for the same horizontal hole excavation machine is shown, (A) is a top view, (B) is a partially broken side view. 同連結幹を示し、(A)は後端側の正面図、(B)は図5(B)のZ−Z線の断面矢視図である。The connection trunk is shown, (A) is a front view of the rear end side, (B) is a cross-sectional view taken along the line ZZ in FIG. 5 (B). 同横穴掘進機に用いる支承枠体を示し、(A)は平面図、(B)は正面図である。The support frame used for the horizontal hole excavation machine is shown, (A) is a plan view and (B) is a front view. 同横穴掘進機に用いる送排泥管の縦断側面図である。It is a vertical side view of the sending and discharging mud pipe used for the horizontal hole excavating machine. 同送排泥管同士の連結部分の縦断側面図である。It is a vertical side view of the connection part of the same discharge mud pipe.

符号の説明Explanation of symbols

1 掘削先導体
1a 掘削ヘッド
2 ヒューム管
3 連結幹
30 レーザー光路(軸方向空間部)
31 鋼製パイプ
32 補強リブ(中空枠状の補強リブ)
33 補強リブ
34 挿嵌接続部
34a 差込み凸部
34b 受け入れ凹部
35 位置決めフランジ部
37 挿嵌接続部
37a 差込み凸部
37b 受け入れ凹部
4 送排泥管
4c 外向き突縁部
5 推進ジャッキ
15 引戻し用鋼棒
17 ロックピン
18 支承枠体(支承部)
G 地盤
H 横穴
P 発進立坑
DESCRIPTION OF SYMBOLS 1 Drilling destination conductor 1a Drilling head 2 Hume pipe 3 Connection trunk 30 Laser optical path (space part in axial direction)
31 Steel pipe 32 Reinforcement rib (hollow frame-shaped reinforcement rib)
33 Reinforcement rib 34 Insertion connection part 34a Insertion convex part 34b Receiving recessed part 35 Positioning flange part 37 Insertion connection part 37a Insertion convex part 37b Receiving recessed part 4 Feeding / discharging mud pipe 4c Outward protruding edge part 5 Propulsion jack 15 Steel rod for pulling back 17 Lock pin 18 Bearing frame (bearing part)
G Ground H Side hole P Starting shaft

Claims (7)

掘削ヘッドの回転によって地盤に横穴を穿つ掘削先導体の後側にヒューム管を継ぎ足しつつ、これらを発進立坑内に設置した推進ジャッキで押して掘進させる横穴掘進機において、
前記ヒューム管の内側に配置して先頭部を掘削先導体側に相対回転不能に連結し、該掘削先導体の掘進に伴って継ぎ足すと共に、末端部を推進ジャッキ側で周方向回転不能に保持する連結幹を備え、
各連結幹の前後端部に、相互の掘進方向の挿嵌によって当該連結幹同士を相対回転不能に接続する挿嵌接続部を有し、
前記連結幹は、内側に相互の連結状態で直線的に透通する軸方向空間部を有すると共に、前記挿嵌接続部が掘削中心から離心した複数ヶ所に形成されてなることを特徴とする、横穴掘進機における継ぎ足し装置。
In the horizontal hole excavator that pushes them with a propulsion jack installed in the start shaft while adding a fume pipe to the rear side of the drilling conductor that drills a horizontal hole in the ground by the rotation of the excavation head,
Arranged inside the fume pipe, the leading end is connected to the excavation tip conductor side so as not to rotate relative to the excavation tip conductor, and is added as the excavation tip conductor advances, and the end portion is held non-rotatable on the propulsion jack side. With a connecting trunk,
The front and rear ends of each connecting stem, have a fitted connecting portion connecting the connecting stem between relatively unrotatably by inserting mutual excavation direction,
The connection trunk has an axial space portion that linearly penetrates in a mutually connected state on the inner side, and the insertion connection portion is formed at a plurality of locations separated from the excavation center . Add-on device for side hole excavator.
接続状態の前記挿嵌接続部を離脱不能に貫通するロックピンを備えると共に、前記ヒューム管の内周側で該ロックピンの抜出動作を阻止するように構成されてなる請求項1に記載の横穴掘進機における継ぎ足し装置。   The lock pin which penetrates the said insertion fitting connection part of a connection state so that it cannot detach | leave, and is comprised so that extraction operation | movement of this lock pin may be prevented on the inner peripheral side of the said fume pipe | tube. Add-on device for side hole excavator. 前記連結幹は、前記の軸方向空間部を構成する鋼製パイプの外周側に、軸方向略全長にわたる補強リブを有してなる請求項1または2に記載の横穴掘進機における継ぎ足し装置。 The said connection trunk | drum is a splicing apparatus in the horizontal hole excavation machine of Claim 1 or 2 which has a reinforcing rib covering the axial direction substantially full length in the outer peripheral side of the steel pipe which comprises the said axial direction space part. 前記連結幹は、前記パイプの外周側に複数条の補強リブを有すると共に、これら補強リブの両端部に前記挿嵌接続部が形成されてなる請求項に記載の横穴掘進機における継ぎ足し装置。 The splicing device in the horizontal hole excavation machine according to claim 3 , wherein the connecting trunk has a plurality of reinforcing ribs on an outer peripheral side of the pipe, and the insertion connecting portions are formed at both ends of the reinforcing ribs. 少なくとも1条の補強リブが中空枠状をなし、この中空枠状の補強リブの一端側が前記挿嵌接続部の受入れ凹部を構成すると共に、同他端側に該挿嵌接続部の差込み凸部が設けられてなる請求項に記載の横穴掘進機における継ぎ足し装置。 At least one reinforcing rib has a hollow frame shape, and one end side of the hollow frame-shaped reinforcing rib constitutes a receiving concave portion of the insertion connecting portion, and an insertion convex portion of the insertion connecting portion on the other end side. The splicing device in the horizontal hole excavating machine according to claim 4 , wherein: 前記ヒューム管の内側に配置して先頭部を掘削先導体側に連結し、掘削先導体の掘進に伴って継ぎ足し連結する引戻し用鋼棒を有すると共に、前記連結幹に該引戻し用鋼棒の支承部が設けられてなる請求項1〜5のいずれかに記載の横穴掘進機における継ぎ足し装置。 The steel pipe is disposed inside the fume pipe and connected to the excavation tip conductor side, and has a pullback steel rod that is added and connected as the excavation tip conductor advances, and a support portion for the pullback steel rod on the connection stem. The splicing device in the horizontal hole excavation machine according to any one of claims 1 to 5 , wherein 前記ヒューム管の内側に配置して掘削先導体の掘進に伴って継ぎ足す送排泥管を備え、
各送排泥管の前後端部に外向き突縁部が形成されると共に、前記連結幹に送排泥管の前後両側の外向き突縁部と係嵌して当該送排泥管を位置決めする位置決めフランジ部が形成されてなる請求項1〜6のいずれかに記載の横穴掘進機における継ぎ足し装置。
A mud pipe that is arranged inside the fume pipe and is added as the drilling conductor is advanced,
Outward protruding edges are formed at the front and rear end portions of each feeding / draining mud pipe, and the feeding / discharging mud pipe is positioned by engaging with the outward protruding edges on both the front and rear sides of the feeding / draining mud pipe to the connecting trunk. The adding device in the horizontal hole excavation machine according to any one of claims 1 to 6 , wherein a positioning flange portion is formed.
JP2007229112A 2007-09-04 2007-09-04 Add-on device for side hole excavator Expired - Fee Related JP4954830B2 (en)

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