JPH0647913B2 - Ventilation method in pipe in temporary pipe propulsion method - Google Patents

Ventilation method in pipe in temporary pipe propulsion method

Info

Publication number
JPH0647913B2
JPH0647913B2 JP41081490A JP41081490A JPH0647913B2 JP H0647913 B2 JPH0647913 B2 JP H0647913B2 JP 41081490 A JP41081490 A JP 41081490A JP 41081490 A JP41081490 A JP 41081490A JP H0647913 B2 JPH0647913 B2 JP H0647913B2
Authority
JP
Japan
Prior art keywords
pipe
temporary
temporary pipe
ventilation
conduit
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.)
Expired - Lifetime
Application number
JP41081490A
Other languages
Japanese (ja)
Other versions
JPH0617593A (en
Inventor
富士雄 園部
洋 和田
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP41081490A priority Critical patent/JPH0647913B2/en
Publication of JPH0617593A publication Critical patent/JPH0617593A/en
Publication of JPH0647913B2 publication Critical patent/JPH0647913B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、発進立坑と到達立坑間
に、ヒューム管等の管体と置換すべき仮管を推進工法に
よって埋設する際に、該仮管の先端側に接続した先導管
内を含めた管内の換気方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention, when a temporary pipe to be replaced with a pipe body such as a Hume pipe is buried between a starting shaft and a reaching shaft by a propulsion method, is a leader connected to the tip side of the temporary pipe. The present invention relates to a ventilation method inside the pipe including the inside of the pipe.

【0002】[0002]

【従来の技術】従来から、発進立坑から到達立坑に向か
って先導管により地盤を掘削し、その掘進量に応じて定
尺の仮管を該先導管に順次後続させて両立坑間に一連の
仮管を埋設し、しかるのち、該仮管とヒューム管等の管
体とを置換させる管体埋設工法が知られている。
2. Description of the Related Art Conventionally, the ground is excavated from a starting shaft to a reaching shaft by a leading conduit, and a temporary pipe of a fixed length is sequentially followed by the leading conduit in accordance with the amount of excavation, so that a series of continuous holes are provided between the compatible shafts. A tube body burying method is known in which a temporary tube is buried and then the temporary tube is replaced with a tube body such as a fume tube.

【0003】このような管体埋設工法において、上記の
ように先導管で地盤を掘削するには該管に掘削部を設け
て管内に配設したモータにより掘削部を駆動している。
In such a pipe burying method, in order to excavate the ground with the leading conduit as described above, the excavating portion is provided in the pipe and the excavating portion is driven by the motor arranged in the pipe.

【0004】[0004]

【発明が解決しようとする課題】この際、管内の湿気や
モータから発する熱によって先導管内に配設したジャッ
キのストローク計や計測機器に異常が発生する虞れがあ
り、又、ターゲット等の測量装置が曇って測定不能にな
る場合がある。このため、先導管による掘削能力を抑制
しながら、徐々に掘削しなければならず、作業能率が著
しく低下するという問題点があった。
At this time, there is a risk that abnormalities may occur in the stroke gauge and the measuring equipment of the jack arranged in the leading conduit due to moisture in the pipe or heat generated from the motor, and measurement of the target or the like may occur. The device may become cloudy and unmeasurable. Therefore, it is necessary to gradually excavate while suppressing the excavation capacity of the leading conduit, which causes a problem that work efficiency is significantly reduced.

【0005】[0005]

【問題を解決するための手段】本発明は、上記のような
問題点をなくし得る仮管推進工法における管内換気方法
を提供することを目的とするものであって、先端に掘削
部を有する先導管に後続させながら発進立坑からジャッ
キによる押圧によって到達立坑まで仮管を埋設する際
に、予め仮管内の所定部位に小径通気管を仮管の前後端
面間に亘って配設しておき、仮管の継足し時に前記小径
通気管を同時に接続させ、該小径通気管を発進立坑側か
ら吸引することにより先導管側の空気を換気することを
特徴とするものであり、この換気作用によって先導管内
に配設したモータを適度に冷却すると共に湿気等を仮管
内を通じて外部に排出して測量機器に悪影響を及ぼすこ
となく、能率的な仮管の埋設を可能にしたものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for ventilation in a pipe in a temporary pipe propulsion method which can eliminate the above-mentioned problems. When burying the temporary pipe from the starting vertical shaft to the reaching vertical shaft by pushing with a jack while following the conduit, a small-diameter ventilation pipe is previously arranged at a predetermined site in the temporary pipe across the front and rear end faces of the temporary pipe. The small-diameter ventilation pipe is connected at the same time when the pipes are added, and the small-diameter ventilation pipe is sucked from the starting shaft side to ventilate the air on the side of the leading conduit, and the ventilation action causes the inside of the leading conduit to be ventilated. The motor provided in the above section is appropriately cooled, and moisture and the like are discharged to the outside through the temporary pipe so that the temporary pipe can be efficiently embedded without adversely affecting the surveying equipment.

【0006】[0006]

【実施例】本発明の実施例を図面について説明すると、
1は仮管で、その前後開口端に円形状プレート2、3の
外周縁を仮管1の開口端に溶接等で固着して該仮管1の
前後開口端を水密的に閉塞してあり、さらに、これらの
プレート2、3に、所定径を有する複数対の取付孔4、
4・5、5、・6、6・7、7を夫々仮管1の長さ方向
に平行に対向させて穿設してある。
Embodiments of the present invention will now be described with reference to the drawings.
Reference numeral 1 denotes a temporary pipe, the outer peripheral edges of the circular plates 2 and 3 being fixed to the opening ends of the temporary pipe 1 by welding or the like at the front and rear open ends of the temporary pipe 1 so as to close the front and rear open ends of the temporary pipe 1 in a watertight manner. Further, a plurality of pairs of mounting holes 4 having a predetermined diameter are provided in these plates 2 and 3.
The holes 4, 5, 5, 6, 6, 7, and 7 are provided so as to face each other in parallel with the length direction of the temporary tube 1.

【0007】8は送泥管、9は排泥管、10は潤滑剤供給
用管、11は通気管で、これらの小径管体の長さは仮管1
の長さと同等であり、仮管1内においてこの仮管1の長
さ方向に平行に配設し、その両端開口部を前記プレート
2、3に対設した取付孔4、4間〜7、7間に夫々挿嵌
し、溶接等によって固着してある。なお、これらの管体
8〜11はホースのような可撓性管であってもよい。
Reference numeral 8 is a mud sending pipe, 9 is a mud discharging pipe, 10 is a lubricant supplying pipe, 11 is a ventilation pipe, and the length of these small diameter pipes is a temporary pipe 1.
Of the mounting holes 4 and 4 which are disposed in the temporary pipe 1 in parallel with the length direction of the temporary pipe 1 and have openings at both ends thereof facing the plates 2 and 3. Each of them is inserted between 7 and fixed by welding or the like. The tubes 8 to 11 may be flexible tubes such as hoses.

【0008】12はプレート2、3の中央部に開設した測
量用円形透孔、13は一方のプレート2の外面において、
前記各取付孔4〜7の外周部に同心円で刻設した円形溝
で、Oリング14を嵌着させてあり、このOリング14の一
部を全周に亘ってプレート2の外面から突出させ、仮管
継足し時における他方の仮管のプレート3の取付孔開口
端外周面に圧接させるようにしてある。
12 is a circular through hole for surveying opened in the center of the plates 2 and 3, and 13 is an outer surface of one plate 2,
An O-ring 14 is fitted in a circular groove formed by concentric circles on the outer periphery of each of the mounting holes 4 to 7, and a part of the O-ring 14 is projected from the outer surface of the plate 2 over the entire circumference. When the temporary pipe is added, the outer peripheral surface of the mounting hole opening end of the plate 3 of the other temporary pipe is brought into pressure contact.

【0009】15、16はプレート2、3の内面側における
仮管1の両端部に、仮管1を内径方向にくぼませるよう
にして形成した凹所で、仮管1の周方向に一定間隔毎
(図では4カ所)に設けられ、仮管1内とは水密的に遮
断されてある。
Numerals 15 and 16 are recesses formed at both ends of the temporary pipe 1 on the inner surface side of the plates 2 and 3 so as to make the temporary pipe 1 recessed in the inner diameter direction. It is provided for each of them (4 places in the figure) and is watertightly shut off from the inside of the temporary pipe 1.

【0010】そして、一方のプレート2側の凹所15に
は、凹所15に露出したプレート2の内面から外面に向か
ってボルト17を挿着、突設してあり、他方のプレート3
には、このボルト17と対応して凹所16に連通する通孔18
を穿設してある。19は凹所15の開口端を閉塞したカバー
体で、その外面は仮管1の外周面に等しい曲面に形成し
てある。
A bolt 17 is inserted into and protrudes from the inner surface of the plate 2 exposed in the recess 15 toward the outer surface of the recess 15 on the plate 2 side, and the other plate 3 is exposed.
Through hole 18 that communicates with the recess 16 in correspondence with the bolt 17.
Has been drilled. Reference numeral 19 denotes a cover body that closes the open end of the recess 15, and the outer surface thereof is formed into a curved surface that is equal to the outer peripheral surface of the temporary tube 1.

【0011】なお、前記ボルト17は先行する仮管の後部
プレート3に設けた通孔18に挿通してナット(図示せ
ず)により仮管1、1の連結を行うものであるが、この
ような連結手段として適宜な金具等の手段を採用しても
よい。
The bolt 17 is inserted into a through hole 18 formed in the rear plate 3 of the preceding temporary pipe to connect the temporary pipes 1 and 1 with a nut (not shown). Appropriate metal fittings or the like may be adopted as the connecting means.

【0012】20は一方のプレート2の外面外周縁に切欠
き形成した周段部であり、21は他方のプレート3の外面
外周縁に突設した突条部で、前記周段部20に嵌合可能な
形状に形成してある。
Reference numeral 20 denotes a peripheral step portion formed by notching on the outer peripheral edge of the outer surface of one plate 2, and reference numeral 21 denotes a protruding portion projecting on the outer peripheral edge of the outer surface of the other plate 3, which is fitted to the peripheral step portion 20. It is formed to fit.

【0013】22は両プレート2、3の上周部外周面間に
仮管1の全長に亘って凹設した断面U字形の溝で、この
溝22の両内側面上部には溝22の長さ方向に一定間隔毎に
棒状の係止具23が固着してあり、外周面を仮管1と同一
曲面に形成した逆U字状の蓋体24を溝22の全長に亘って
着脱自在に被嵌し、この蓋体24の両側下端屈曲部25を前
記係止具23に弾性的に係合させるようにしてある。
Reference numeral 22 denotes a groove having a U-shaped cross section which is provided between the outer peripheral surfaces of the upper peripheral portions of both plates 2 and 3 along the entire length of the temporary pipe 1. A rod-shaped locking tool 23 is fixed at regular intervals in the vertical direction, and an inverted U-shaped lid body 24 having an outer peripheral surface formed in the same curved surface as the temporary tube 1 is detachably attached over the entire length of the groove 22. The lid 24 is fitted and both side lower end bent portions 25 of the lid body 24 are elastically engaged with the locking tool 23.

【0014】このように構成した仮管1を泥水式推進工
法によって発進立坑と到達立坑間に埋設するには、ま
ず、発進立坑B側に先導管Aを設置し、この先導管Aに
第1の仮管a1を接続する。
In order to embed the temporary pipe 1 thus constructed between the starting shaft and the reaching shaft by the muddy water propulsion method, first, the leading conduit A is installed on the starting shaft B side, and the first conduit A is installed in the leading conduit A. Connect the temporary pipe a1.

【0015】この際、先導管A内に設けた掘削部に、送
泥管8及び排泥管9を連通させると共に、掘削部駆動モ
ータの後方の先導管中心に設けた測量装置(図示せず)
に前部プレート2の中心透孔12を連通させ、先導管A及
び仮管1と地盤との摩擦を軽減させるための潤滑剤送給
用管10、及び管体内の換気を行うための通気管11を夫々
先導管A側の配管(図示せず)に接続する。又、駆動モ
ーターの油圧ホースや測量装置の信号用ケーブル管等は
U字状溝(22)内に収納する。
At this time, the mud feed pipe 8 and the mud discharge pipe 9 are communicated with the excavation portion provided in the front conduit A, and a surveying device (not shown) provided at the center of the front conduit behind the drive motor for the excavation portion. )
To the central through hole 12 of the front plate 2 to reduce the friction between the front conduit A and the temporary pipe 1 and the ground, and a ventilation pipe for ventilating the inside of the pipe. 11 are respectively connected to the pipes (not shown) on the side of the leading conduit A. Also, the hydraulic hose of the drive motor and the signal cable pipe of the surveying device are housed in the U-shaped groove (22).

【0016】しかるのち、先導管の掘削部を駆動モータ
ーにより駆動して地盤を掘削すると共に仮管a1を発進立
坑からジャッキによって押圧して到達立坑側に向かって
推進させ、この第1の仮管a1が地盤中に埋設されると、
該仮管a1に次の仮管a2を継ぎ足す。
Thereafter, the excavation part of the leading conduit is driven by a drive motor to excavate the ground, and the temporary pipe a1 is pushed from the starting vertical shaft by a jack to propel it toward the reaching vertical shaft. When a1 is buried in the ground,
The following temporary pipe a2 is added to the temporary pipe a1.

【0017】仮管同士の継足しは、前側の仮管a1の後端
プレート3に後側の仮管a2の前端プレート2を対向させ
て、これらのプレート2、3に設けたボルト17と通孔18
とを合致させたのち、プレート2、3同士を、周段部20
と突条部21とを嵌合させることにより接合させ、通孔18
から突出したボルト17にナットを螺締することにより行
われる。この時、一方のプレート2の外面において、各
管体8〜11の開口端外周部にOリング14が設けてあり、
これらのOリング14が他方のプレート3に圧着して前後
仮管a1、a2内の前記各管体8〜11同士が水密的に接合、
連通する。
To connect the temporary pipes to each other, the front end plate 2 of the rear temporary pipe a2 is opposed to the rear end plate 3 of the front temporary pipe a1, and the bolts 17 provided on the plates 2 and 3 are connected to each other. Hole 18
After matching and
And the protrusion 21 are fitted to each other to join them, and the through hole 18
It is carried out by screwing a nut onto a bolt 17 protruding from. At this time, an O-ring 14 is provided on the outer peripheral surface of the open end of each of the tubular bodies 8 to 11 on the outer surface of one plate 2.
These O-rings 14 are pressure-bonded to the other plate 3 so that the tubular bodies 8 to 11 in the front and rear temporary pipes a1 and a2 are watertightly joined to each other,
Communicate.

【0018】次いで、油圧ホースや信号ケーブルを接続
してこれらをU字形溝22に収納したのち、蓋体24を閉止
し、しかるのち、発進立坑B内に設置したレーザ発振器
等で円形透孔12を通して先導管A内のターゲット等の測
量装置に照射しながら仮管を推進させる。
Next, after connecting hydraulic hoses and signal cables and storing them in the U-shaped groove 22, the lid 24 is closed, and then a circular through hole 12 is provided by a laser oscillator or the like installed in the starting shaft B. The temporary pipe is propelled while irradiating the surveying device such as the target in the front conduit A through.

【0019】こうして、先導管Aによる掘削に従って、
該先導管Aに後続して仮管1を順次継足しながら埋設
し、掘削土砂は、仮管同士の接続によって一連に連通し
た送、排泥管8、9を通じて排出される。
Thus, according to the excavation by the front conduit A,
Subsequent to the front conduit A, a temporary pipe 1 is sequentially buried and buried, and the excavated earth and sand is discharged through a mud pipe 8 and 9 which are connected in series by connecting the temporary pipes.

【0020】又、仮管1を継足したのち、推進掘削中
に、継足しによって一連に連通した通気管11内を発進立
坑B側からバキュームポンプで吸引すると、先導管A内
の空気が該通気管11を通じて発進立坑B側に排出される
と共に、その排出量に応じて発進立坑B側の新鮮な空気
が仮管1内を通じて先導管A内に供給され、管内の換気
を行ってて先導管内の湿気を排除すると共に駆動モータ
ーの冷却作用を行うものである。
Further, after the temporary pipe 1 is replenished, when the inside of the ventilation pipe 11 connected in series by replenishment is sucked from the starting shaft B side by the vacuum pump during the propulsion excavation, the air in the front conduit A is removed. The air is discharged to the side of the starting shaft B through the ventilation pipe 11, and the fresh air on the side of the starting shaft B is supplied to the inside of the leading conduit A through the temporary pipe 1 according to the amount of discharge, and the inside of the leading pipe is ventilated. It eliminates moisture in the pipe and cools the drive motor.

【0021】第6図は各管体8〜11の接続部構造の別な
実施例を示すもので、一方のプレート2に管体の外径に
等しい内径を有する短管25を内方に突設し、この短管25
の内周面に周設した凹溝26にOリング27を嵌合させると
共に管体8〜11の後端部を他方のプレート3から突出さ
せた状態で該プレート3に固着し、その前端部を短管25
の後端に挿嵌、固着したものである。従って、仮管同士
を接続した場合、前部の仮管のプレート3から突出した
管体部が後部の仮管のプレート2に開口した短管25に水
密的に嵌合して前後の管体が互いに連通するものであ
る。
FIG. 6 shows another embodiment of the connecting portion structure of the pipes 8 to 11. A short pipe 25 having an inner diameter equal to the outer diameter of the pipe is projected on one plate 2 inward. Installed, this short pipe 25
The O-ring 27 is fitted in the concave groove 26 provided on the inner peripheral surface of the tube body, and the rear end portions of the tubular bodies 8 to 11 are fixed to the plate 3 while protruding from the other plate 3, and the front end portion thereof is fixed. The short tube 25
It is inserted and fixed at the rear end. Therefore, when the temporary pipes are connected to each other, the tubular body portion projecting from the plate 3 of the front temporary pipe is water-tightly fitted to the short pipe 25 opened in the plate 2 of the rear temporary pipe to form the front and rear tubular bodies. Communicate with each other.

【0022】[0022]

【発明の効果】以上のように本発明の仮管推進工法にお
ける管内換気方法によれば、先端に掘削部を有する先導
管に後続させながら発進立坑からジャッキによる押圧に
よって到達立坑まで仮管を埋設する際に、予め仮管内の
所定部位に小径通気管を仮管の前後端面間に亘って配設
しておき、仮管の継足し時に前記小径通気管を同時に接
続させるので、現場にて通気管の配管作業を行う必要も
なく自動的に先導管までの通気配管が可能となる。
As described above, according to the pipe ventilation method in the temporary pipe propulsion method of the present invention, the temporary pipe is buried from the starting vertical shaft to the reaching vertical shaft by pressing with the jack while following the front conduit having the excavation portion at the tip. When installing the temporary pipe, a small-diameter ventilation pipe is installed in advance at a predetermined location in the temporary pipe over the front and rear end faces of the temporary pipe, and the small-diameter ventilation pipe is connected at the same time when the temporary pipe is added. It is possible to automatically ventilate piping to the leading conduit without the need to perform tracheal piping work.

【0023】さらに、この通気管を発進立坑側から吸引
することにより先導管側の空気を換気するものであるか
ら、先導管内の湿気や加熱空気を到達立坑側に連続的に
排除することができて管内に配設した測量機器等に悪影
響を及ぼすのを防止し、常に正常に作動させることがで
きるものであり、その上、先導管内に配設した掘削部駆
動モーターを冷却して能率的な仮管の埋設作業が可能と
なるものである。
Further, since the air on the front conduit side is ventilated by sucking this ventilation pipe from the starting vertical shaft side, the moisture and heated air in the front conduit can be continuously removed to the reaching vertical shaft side. It is possible to prevent the adverse effect on the surveying equipment and the like installed in the pipe, and to operate it normally at all times. This makes it possible to bury temporary pipes.

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

【図1】通気管を設けた仮管の正面図である。FIG. 1 is a front view of a temporary pipe provided with a ventilation pipe.

【図2】図1におけるXーX線断面図である。FIG. 2 is a sectional view taken along line XX in FIG.

【図3】仮管の縦断正面図である。FIG. 3 is a vertical sectional front view of a temporary pipe.

【図4】配線類収納溝部分の拡大断面図である。FIG. 4 is an enlarged cross-sectional view of a wiring storage groove portion.

【図5】施工状態を示す簡略側面図である。FIG. 5 is a simplified side view showing a construction state.

【図6】小径管体接続構造の別な実施例を示す縦断側面
図である。
FIG. 6 is a vertical cross-sectional side view showing another embodiment of the small diameter pipe connection structure.

【符号の説明】[Explanation of symbols]

1 仮管 11 通気管 A 先導管 1 Temporary pipe 11 Vent pipe A Leading pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 先端に掘削部を有する先導管に仮管を後
続させながら発進立坑からジャッキによる押圧によって
到達立坑まで埋設する工法において、予め仮管内の所定
部位に小径通気管を仮管の前後端面間に亘って配設して
おき、仮管の継足し時に前記小径通気管を同時に接続さ
せて該小径通気管を発進立坑側から吸引することにより
先導管側の空気を換気することを特徴とする仮管推進工
法における管内換気方法。
1. In a method of burying a temporary pipe from a starting vertical shaft to a reaching vertical shaft by pushing with a jack while following a temporary pipe to a front conduit having an excavation portion at a tip, a small-diameter ventilation pipe is previously provided at a predetermined portion in the temporary pipe before and after the temporary pipe. Characterized by ventilating the air on the side of the front conduit by arranging it across the end faces and connecting the small diameter ventilation pipe at the same time when the temporary pipe is added and sucking the small diameter ventilation pipe from the starting vertical shaft side. Ventilation method in pipe in temporary pipe propulsion method.
JP41081490A 1990-12-14 1990-12-14 Ventilation method in pipe in temporary pipe propulsion method Expired - Lifetime JPH0647913B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP41081490A JPH0647913B2 (en) 1990-12-14 1990-12-14 Ventilation method in pipe in temporary pipe propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP41081490A JPH0647913B2 (en) 1990-12-14 1990-12-14 Ventilation method in pipe in temporary pipe propulsion method

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP25978784A Division JPS61137996A (en) 1984-12-07 1984-12-07 Temporay pipe in propelling construction method

Publications (2)

Publication Number Publication Date
JPH0617593A JPH0617593A (en) 1994-01-25
JPH0647913B2 true JPH0647913B2 (en) 1994-06-22

Family

ID=18519913

Family Applications (1)

Application Number Title Priority Date Filing Date
JP41081490A Expired - Lifetime JPH0647913B2 (en) 1990-12-14 1990-12-14 Ventilation method in pipe in temporary pipe propulsion method

Country Status (1)

Country Link
JP (1) JPH0647913B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109630133B (en) * 2018-12-29 2019-10-11 中铁工程装备集团有限公司 A kind of push-bench exempts to dismount pipeline system and its construction method

Also Published As

Publication number Publication date
JPH0617593A (en) 1994-01-25

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