JPS60192087A - Embedded pipe propelling method and apparatus - Google Patents

Embedded pipe propelling method and apparatus

Info

Publication number
JPS60192087A
JPS60192087A JP4564184A JP4564184A JPS60192087A JP S60192087 A JPS60192087 A JP S60192087A JP 4564184 A JP4564184 A JP 4564184A JP 4564184 A JP4564184 A JP 4564184A JP S60192087 A JPS60192087 A JP S60192087A
Authority
JP
Japan
Prior art keywords
pipe
tip
water
sheath
bit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP4564184A
Other languages
Japanese (ja)
Inventor
江口 工
和美 町田
花田 正紀
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Koken Boring Machine Co Ltd
Original Assignee
Koken Boring Machine Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Koken Boring Machine Co Ltd filed Critical Koken Boring Machine Co Ltd
Priority to JP4564184A priority Critical patent/JPS60192087A/en
Publication of JPS60192087A publication Critical patent/JPS60192087A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本究明は土木I 挙において、地下に下水用、ケーブル
用等の管を埋設するためのものであり、孔部がり修正可
能な、小口径推進工法としての埋設管推進工法及びその
装置に関するものである。
[Detailed Description of the Invention] This research is for the purpose of burying pipes for sewage, cables, etc. underground in the civil engineering project I, and is a method for promoting buried pipes as a small-diameter promotion method that can correct the holes. It relates to construction methods and equipment.

小口径推進工法とは250φ〜1,000φの鋼管、ヒ
ユーム管による推進工法であるが、従来小口径推進時に
孔部がりが生じた場合、これを修正するため、第1図に
示す如き推進装置が使用されでいた。第1図において1
i7J′外・17s2は内管で、内管2の手前側はスク
リュー軸2b、先端側は軸糸)ヘッド2aとなっており
、傾斜ヘッド2aは外管1内にセンターライザー2ee
有し、これにより先端の振れを防止している。通常掘進
時には、外管]と内管2 ’lr−逆方向に回転しつつ
両者を給進するが、孔曲がりを生じた場合は回転を停止
し、そのま捷推進すると、この1ン1の場合傾斜ヘッド
2aが、図面の斜め上方に偏心して修正されるので、再
び回転・推進するものである。掘進した排土は外管1と
内管2の間を通りスクリュー軸2bで排出される。
The small-diameter propulsion method is a propulsion method that uses steel pipes and humid pipes of 250φ to 1,000φ. Conventionally, when holes are formed during small-diameter propulsion, in order to correct this, a propulsion device as shown in Figure 1 is used. had not been used. In Figure 1, 1
i7J' outside/17s2 is an inner tube, the front side of the inner tube 2 is the screw shaft 2b, the tip side is the axle) head 2a, and the inclined head 2a has a center riser 2ee inside the outer tube 1.
This prevents the tip from wobbling. During normal excavation, both the outer pipe and the inner pipe are fed while rotating in opposite directions, but if a bend in the hole occurs, the rotation is stopped and the shaft is propelled as it is. In this case, the tilting head 2a is eccentrically corrected diagonally upward in the drawing, so that it is rotated and propelled again. The excavated soil passes between the outer pipe 1 and the inner pipe 2 and is discharged by the screw shaft 2b.

孔曲がり修+’E E’J能な埋設管推進工法としては
、従来は、第1図に示した工法以外に、オーケーモール
工法(TH推進工法)があるが、共に外管内にセットし
たオーガー(スクリュー軸)で推進する二重管工法であ
る。
In addition to the method shown in Fig. 1, conventional buried pipe propulsion methods capable of repairing bent holes + 'E E'J include the OK mole method (TH propulsion method); This is a double pipe construction method that is propelled by a screw shaft.

この二M↓管工法によれば、外管内にセットしたオーガ
ーで、ロールアウトできる砂径け、せいぜい30顛程度
であり、掘削する地盤が、玉石まじりの砂礫層の場合、
玉石が大きいとオーガーでの排出が不可能となる。
According to this 2M↓ pipe construction method, the sand diameter that can be rolled out with an auger set inside the outer pipe is about 30 meters at most.
If the boulders are large, it will be impossible to discharge them with an auger.

本発明は上述した事情に鑑みてなされ友ものであり、先
端に傾斜切削面と先端外径部に傾斜面を有したビットに
、鞘管を溶接等により固着して順次延長して推進し、ビ
ット内にはジェット水を送りながら鞘管を回転・推進]
7、孔曲がり発生時には鞘管内先端に設けた発光ダイオ
ード等のターゲットの偏位を、ポーリング機後方のトラ
ンシット又はレーザーセオドライトで測定・修正するこ
とを特徴とする埋設管推進工法及びその装置を提供せん
とするものである 以下添付図に基づいて詳細に説明する。2g2図(イ)
は本発明の一実施例を示すビットの横断面図、(ロ)は
同縦断面図、第3図は本発明の装置の配置説明図、第4
図(イ)〜(ホ)は本発明の埋設管推進工法の説明図で
ある。
The present invention has been made in view of the above-mentioned circumstances, and includes a bit having an inclined cutting surface at the tip and an inclined surface at the outer diameter portion of the tip, a sheath tube fixed by welding or the like, and sequentially extended and propelled. The sheath tube is rotated and propelled while sending jet water into the bit]
7. To provide a buried pipe propulsion method and its device, which is characterized in that when a hole bends, the deviation of a target such as a light emitting diode installed at the tip of the sheath pipe is measured and corrected using a transit or a laser theodolite at the rear of the polling machine. This will be explained in detail below based on the attached drawings. 2g2 diagram (a)
3 is a cross-sectional view of a bit showing an embodiment of the present invention, (B) is a longitudinal sectional view thereof, FIG. 3 is an explanatory diagram of the arrangement of the device of the present invention, and FIG.
Figures (A) to (E) are explanatory diagrams of the buried pipe propulsion method of the present invention.

本発明のビット3は、先端に横断面に対しα度傾斜した
傾斜切削面3aと、先端の外径部に片面が軸心に対し0
度傾斜した傾斜面3aを崩しており、先端には超硬ビッ
ト等のチップ3C〃(固着されている1上記ビツト3は
、鋼管のψ白骨4先端に溶接等により固着されている。
The bit 3 of the present invention has an inclined cutting surface 3a at the tip that is inclined by α degrees with respect to the cross section, and one surface on the outer diameter part of the tip that is 0 degrees with respect to the axis.
A tip 3C of a carbide bit or the like is fixed at the tip.The bit 3 is fixed by welding or the like to the tip of the ψ white bone 4 of the steel pipe.

ビット3内のノズル5に連結してジェット水を送る送水
管6カヌ鞘管内全長に亘り配設固定されており、第3図
に示すようにポーリング機9後方で鞘管4より出た送水
管はホース6a等で送水ポンプ11に接続されている。
A water pipe 6 is connected to the nozzle 5 in the bit 3 and sends jet water, and is fixedly installed along the entire length of the cannula tube, and as shown in Fig. is connected to the water pump 11 with a hose 6a or the like.

さらに、鞘g4内の先端に発光夕”イオード8 (LE
D−2カ式) が設けてあり、この発光ターイオード等
8に連結して、測定管7カ11り値4内全長に亘り配設
・固定されている。−ヒ8己発光ターイオード等は第4
図に示すように、センターターゲット8aとプラネタリ
−ターゲット8bのLED−2点式の測点を有し、第3
図に示すようにボー1〕ング機9後方にセットしたトラ
ンシット又はレーザー七オドライト10で、上L1已タ
ーゲット8[L18 b c2) ’FiA (S’l
 ′(l: tUllI L テ後述の如ぐ修iE−す
るようにガっている。
In addition, a luminescent iode 8 (LE
D-2 type) is provided, and connected to the light emitting diode etc. 8, it is disposed and fixed over the entire length inside the measurement tube 7, 11, and threshold value 4. -8 Self-emitting diode, etc. is the 4th
As shown in the figure, it has two LED measurement points: a center target 8a and a planetary target 8b, and a third
As shown in the figure, a transit or laser 7 odolite 10 set behind the bowing machine 9 is used to locate the upper L1 target 8 [L18 b c2) 'FiA (S'l
'(l: tUllI L TE is set to be repaired as described below.

本発明の装置は第3図に示すような西ヒIMで使用発進
立坑12には前面の壁12a近くにポーリング機(f通
パワースイベルクイブが使用される)9が設置され、そ
の後方軸心上にtt+i前記ターゲット8a、8bの偏
心を観劇するトランシット又ハv−ザーセオドライト1
0が設置されている。発進立坑12内又は発進立坑12
の附近には送水izンプ11が設鉋キれ、図示しない水
源又は水ノ々ツクの水をホース6a、送水管6を通じて
光端のノズル5に送水するようになっている。
The device of the present invention is used in the West IM as shown in FIG. Transit or Hazard Theodolite 1 to watch the eccentricity of the targets 8a and 8b above the tt + i
0 is set. Inside the starting shaft 12 or starting shaft 12
A water supply pump 11 is installed near the water pump 11 to supply water from a water source or water notch (not shown) to the nozzle 5 at the light end through a hose 6a and a water pipe 6.

第4図は、本発明工法の実施例のNI)明図であるが、
(イ)正常掘進・・・・・・鞘管(推進管)4を右回転
、又は左回転させ、送水管6よりジェット水を送りなが
ら推進する。この場合、送水管6先端のノズル5より水
が噴出するので、鞘管4内にはいり込んだ土砂は、スム
ーズに鞘管4内を通り、発進立坑12内に排出され、鞘
管4は1α進“する。1〔イ進し初のセット位置と変ら
ない。即ち、センターターゲット8ωが中心に、その上
方にプラネタ1ノータ−ゲット8bが観測される。
Figure 4 is a NI) clear diagram of an embodiment of the construction method of the present invention.
(a) Normal excavation: The sheath pipe (propulsion pipe) 4 is rotated clockwise or counterclockwise to propel the excavation while sending jet water from the water pipe 6. In this case, water is ejected from the nozzle 5 at the tip of the water pipe 6, so the earth and sand that has entered the sheath pipe 4 smoothly passes through the sheath pipe 4 and is discharged into the starting shaft 12, and the sheath pipe 4 is 1α 1. The position remains unchanged from the initial set position. That is, the planet 1 no target 8b is observed above the center target 8ω in the center.

(ロ)孔面がり発生(上方向)・・・・・・測定時はタ
ーゲラ)k(o)図のように上方に移動して測定するも
のであるが、(ロ)図の右側に示した←テ≠亭ツ寸像で
はセンターターゲット8aがtだけ上方に移動している
のが観測されるので、下方向に孔面が9を修正する必要
がある。
(B) Occurrence of hole surface curling (upward)...The measurement is carried out by moving upwards as shown in the figure (B). Since the center target 8a is observed to have moved upward by t in the ta←te≠teitsu size image, it is necessary to correct the hole surface 9 downward.

(ハ)〜0)孔面がり修正・−・・・・(う図示の如く
修正方向く下方向)にセットし、に)図示の如く左右に
スイングしつつ推進すると、ビット3の傾斜切削面3a
と傾斜面3bの作用により下方向に孔面がりが修正され
、(ホ)図示の如く当初の方向((イ)図示と同方向)
に戻る。上記の操作で曲がりが修正できない時は、送水
管からの送水:ii!′全減少又は停止してスイング推
進すると、先端テーバ部内3dに土砂が詰まり易くなる
ので、修正ができるようになるものである。
(c)~0) Correcting the hole surface - Set it in the correcting direction (downward as shown in the figure), and move it forward while swinging left and right as shown in the figure.The inclined cutting surface of the bit 3 3a
The hole surface curvature is corrected downward by the action of the inclined surface 3b, and (e) the original direction as shown in the figure ((b) the same direction as shown)
Return to If the bend cannot be corrected with the above operations, send water from the water pipe: ii! 'If the swing propulsion is carried out with full reduction or stop, the inside of the tip tapered portion 3d will easily become clogged with earth and sand, so this can be corrected.

(ホ)図示の状態での測定時には、上述の如くターゲッ
ト全上方に移動((イ)〜(ロ)の状態)して観測する
ものである。
(e) When measuring in the illustrated state, the target is moved completely above the target (states (a) to (b)) and observed as described above.

なお、鞘管4を順次連結するには、スイング推進しても
連結部がゆるまないように、溶接等の手段により結合す
る必要がある。
In addition, in order to connect the sheath tubes 4 one after another, it is necessary to connect them by means such as welding so that the connecting portions do not loosen even when the sheath tubes 4 are swing-propelled.

以上詳細に説明し穴ように、本発明によれば下記の如き
効果を奏するものである。
As described above in detail, the present invention provides the following effects.

■ 外管内にオーガーをセットした二重管によらないの
で、大径の礫を含む玉石まじりの土砂の地盤でも推進で
きる。
■ Since it does not rely on a double pipe with an auger set inside the outer pipe, it can be propelled even on sandy ground mixed with cobbles, including large-diameter gravel.

■ 鞘管を溶接により連結した単管掘υであるから、構
造が簡単で安価な装置で、故障が少ない。
■ Since it is a single-tube type with sheath pipes connected by welding, it is a simple and inexpensive device with fewer failures.

■ 孔面がりの測定は、鞘管内に測定管をセリトン、そ
の中に発光ダイオード(LED)等を設置し、観測出来
るので、鞘管内に土砂が詰1っても、測定は確実に出来
ると共に、何時でも必要な。
■ Measurement of hole surface can be carried out by installing a measuring tube inside the sheath tube and a light emitting diode (LED), etc., so even if the sheath tube is clogged with earth and sand, measurements can be made reliably and , whenever you need it.

時に修正方向をきわめることができる。Sometimes you can figure out the direction of correction.

■ スイング掘削、回転掘削、及びビット先端部の傾斜
切削面の向きの組合せによって、孔面がり修正削孔が可
能である。
■ By combining swing drilling, rotary drilling, and the orientation of the inclined cutting surface at the tip of the bit, it is possible to perform hole correction drilling.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来の偏心可能な埋設管推進装置の説明図、第
2図0)d本発明の一実施例を示すビットの横断面図、
(「I)は同紹断面図、第3図は本発明の装置の配置説
明図、第4しl(イ)〜(1=)&ま本発明の埋設管推
進工法の説明1ンjである。 I・・・外管、2・・内管、3・・・ビット、3a・・
・傾斜切断in、 3b・・・傾斜面、3c・・・・・
・チップ、3d・−・デーバ一部内、4−・・鞘管、5
・−・ノスル、6・・・送水骨、6a・−・ホース、7
・・・6111定官、8・・・発光ダイオード等、8a
・・センターターゲット、8b・−・プラネタ特許出願
人 鉱01試錐工業株式会召 代理人 弁理士 佐 藤 英 昭 已七ノ図
FIG. 1 is an explanatory diagram of a conventional eccentric buried pipe propulsion device, and FIG. 2 is a cross-sectional view of a bit showing an embodiment of the present invention.
(I) is a sectional view of the same introduction, Figure 3 is an explanatory diagram of the arrangement of the device of the present invention, and Figure 4 is an explanation of the buried pipe propulsion method of the present invention. Yes. I...outer tube, 2...inner tube, 3...bit, 3a...
・Incline cutting in, 3b...slanted surface, 3c...
・Chip, 3d--Deva part, 4--Sheath tube, 5
--Nosle, 6... Water supply bone, 6a --- Hose, 7
...6111 official, 8...light emitting diode, etc., 8a
... Center target, 8b -- Planeta patent applicant Mining 01 Drilling Industry Co., Ltd. Representative Patent attorney Hide Sato Akimi Seven Drawings

Claims (1)

【特許請求の範囲】 (11鞘管に、先端が横断面に対し傾斜した傾斜切削面
で、先端の外径部の片面が軸心に対し傾斜した傾斜面で
あるビットを溶接等により固着し、該ビット内に開口し
たノズルに送水管よりジェット水を送りながら、ポーリ
ング機で上記鞘管を回転・推進し1.孔部がり検出は、
掘削開始時にポーリング機後方にセットしたトランシッ
ト又はレーザーセオドライトで、測定管先端九セットし
た発光ダイオード等のターゲットの偏位を観測し、孔部
がり修正時にvj1先端ビットの傾斜面を孔面シ修正方
向ヘセットして、ゼット水を送りながらスイング推進し
、これで修正できない場合は、送水管への送水量全減少
又は停止してスイング推進することを特徴とする埋設管
推進工法。 (2)鞘管に、先端が横断面に対し傾斜した傾斜−tf
fl I!ill Tfrr f−4E m OIRn
 ’IsK tn L Thi −1+: lbh +
lゝ、f % I 4Wi aした傾斜面であるビラト
ラ溶接等により固着し、該ビット内にジェット水を噴1
11するノズルを鞘管内先端の送水管先端に装着し、該
送水管を鞘管内全長に亘り配設し、鞘管内先端に発光ダ
イオード等を取付け、該発光ダイオード等に連結した&
411定管を鞘管内全長に亘り配設し、溶接等により連
結した鞘管全ポーリング徐に取付け、該ポーリング共に
上記送水管にポンプにてジェット水を送水する如くした
ことを特徴とする埋設管推進装置。
[Claims] (11) A bit whose tip has an inclined cutting surface inclined with respect to the cross section and one side of the outer diameter part of the tip has an inclined surface inclined with respect to the axis is fixed to the sheath pipe by welding or the like. , While sending jet water from the water pipe to the nozzle opened in the bit, rotate and propel the sheath pipe with a poling machine. 1. Hole hole detection:
At the start of drilling, use a transit or laser theodolite set at the rear of the polling machine to observe the deviation of a target such as a light emitting diode set at the tip of the measuring tube, and when correcting a hole, use the inclined surface of the vj1 tip bit in the hole correction direction. A buried pipe propulsion construction method characterized in that the water is set in the water pipe and swing propulsion is carried out while sending jet water, and if this cannot correct the problem, the amount of water sent to the water pipe is completely reduced or stopped and swing propulsion is carried out. (2) Inclined tip of the sheath tube with respect to the cross section -tf
fl I! ill Tfrr f-4E m OIRn
'IsK tn L Thi -1+: lbh +
l゜, f % I 4 Wia It is fixed by Viratra welding etc. which is a sloped surface, and jet water is sprayed into the bit.
A nozzle for 11 was attached to the tip of the water pipe at the tip inside the sheath tube, the water tube was arranged over the entire length inside the sheath tube, a light emitting diode, etc. was attached to the tip inside the sheath tube, and it was connected to the light emitting diode, etc.
A buried pipe characterized in that a 411 fixed pipe is arranged over the entire length inside the sheath pipe, and the poles of all the sheath pipes connected by welding or the like are gradually attached, and both of the poles are arranged so that jet water is sent to the water pipe by a pump. Propulsion device.
JP4564184A 1984-03-12 1984-03-12 Embedded pipe propelling method and apparatus Pending JPS60192087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4564184A JPS60192087A (en) 1984-03-12 1984-03-12 Embedded pipe propelling method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4564184A JPS60192087A (en) 1984-03-12 1984-03-12 Embedded pipe propelling method and apparatus

Publications (1)

Publication Number Publication Date
JPS60192087A true JPS60192087A (en) 1985-09-30

Family

ID=12724992

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4564184A Pending JPS60192087A (en) 1984-03-12 1984-03-12 Embedded pipe propelling method and apparatus

Country Status (1)

Country Link
JP (1) JPS60192087A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH035594A (en) * 1989-06-01 1991-01-11 Nkk Corp Underground boring device
JPH0390791A (en) * 1989-09-01 1991-04-16 Nkk Corp Underground excavator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS493654A (en) * 1972-04-21 1974-01-12
JPS5835756U (en) * 1981-08-31 1983-03-08 高木産業株式会社 Forced circulation heating device for bathtub water

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS493654A (en) * 1972-04-21 1974-01-12
JPS5835756U (en) * 1981-08-31 1983-03-08 高木産業株式会社 Forced circulation heating device for bathtub water

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH035594A (en) * 1989-06-01 1991-01-11 Nkk Corp Underground boring device
JPH0390791A (en) * 1989-09-01 1991-04-16 Nkk Corp Underground excavator

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