JPH09158651A - Communicating tube construction machine and communicating tube - Google Patents

Communicating tube construction machine and communicating tube

Info

Publication number
JPH09158651A
JPH09158651A JP31645895A JP31645895A JPH09158651A JP H09158651 A JPH09158651 A JP H09158651A JP 31645895 A JP31645895 A JP 31645895A JP 31645895 A JP31645895 A JP 31645895A JP H09158651 A JPH09158651 A JP H09158651A
Authority
JP
Japan
Prior art keywords
pipe
drive shaft
slide base
communication pipe
rotating
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
JP31645895A
Other languages
Japanese (ja)
Inventor
Noriaki Ueda
則昭 上田
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.)
NICHIWA KENSETSU KK
SHINWA KENSETSU KOGYO KK
TOKIWA KENSETSU KK
Tomen Kenki Corp
Original Assignee
NICHIWA KENSETSU KK
SHINWA KENSETSU KOGYO KK
TOKIWA KENSETSU KK
Tomen Kenki 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 NICHIWA KENSETSU KK, SHINWA KENSETSU KOGYO KK, TOKIWA KENSETSU KK, Tomen Kenki Corp filed Critical NICHIWA KENSETSU KK
Priority to JP31645895A priority Critical patent/JPH09158651A/en
Publication of JPH09158651A publication Critical patent/JPH09158651A/en
Pending legal-status Critical Current

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  • Sewage (AREA)
  • Earth Drilling (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the construction of a communicating tube and movement of the tube to the next construction place in a narrow place by titling a slide base having a driving shaft propulsion means and a driving shaft rotating means in the longitudinal direction and in the lateral direction. SOLUTION: A driving shaft 2 is inclined with a required gradient by forward and backward inclining cylinders 7, 8 to drill a mantle steel pipe until it reaches an underground pipe. After sediment in the steel pipe is discharged and the pipe is cleaned, a core is pulled out from the underground pipe to the ground by a core picking device with the same outer diameter as that of an internally fitted polyvinyl chloride inner pipe to be worked to a required shape. A stopper pipe is externally fitted to the polyvinyl inner pipe and fixed, the lower end of the stopper pipe is brought into contact with the outer periphery of the underground pipe, and the inner pipe projected part is inserted in a hole formed by pulling out the core to perform required mortar filling. If necessary, the driving shaft 2 is inclined in the lateral direction by a right and left inclining cylinder 5 to execute works. When the construction of the communicating pipe is completed, the construction device is moved to the next place by a hydraulic power shovel 9.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、地中の埋設管に地
表から連通管を施工する連通管施工機および連通管に関
し、連通管や施工具を駆動する駆動軸を推進する手段
と、駆動軸を回転する手段とを備えたスライドベースを
前後に傾斜させるのみならず、前記スライドベースを左
右方向にも回動可能とし、移動可能なるようにこれらを
車輌に搭載した連通管施工機についてのものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a communication pipe construction machine and a communication pipe for constructing a communication pipe from the surface to a buried pipe in the ground, and means for driving a drive shaft for driving the communication pipe and a tool, In addition to inclining the slide base equipped with a means for rotating the shaft back and forth, the slide base can be rotated in the left and right directions, and a communication pipe construction machine equipped with these so as to be movable is provided. It is a thing.

【0002】[0002]

【従来の技術】地中に埋設された上下水道などの埋設管
に対し、地表に新たに住宅などが建設されたりすると、
その埋設管と住宅などとを連通するため連通管により連
絡する必要がある。埋設管に連通管を取付けるのに、埋
設管内に作業者が入り、内部から接続部の加工を行うも
のもあるが、埋設管の内径が 600mm以上でなければ作業
が困難であり、その上に、埋設管内での作業は行いにく
いものである。
2. Description of the Related Art When a new house is built on the surface of the earth for a buried pipe such as water and sewer buried underground,
It is necessary to connect the buried pipe to the house by using a communication pipe. In order to attach the communication pipe to the buried pipe, there is a worker who enters into the buried pipe and processes the connection part from the inside, but if the inner diameter of the buried pipe is 600 mm or more, the work is difficult. However, it is difficult to work inside the buried pipe.

【0003】地上から開削して埋設管に連通管を取付
け、埋め戻して行う開削工法もある。開削せずに地上か
ら施工する非開削工法は、安全で作業も行いやすい。そ
の非開削工法を図4〜図8に示す。図4には、上下水道
などの埋設管101 が地中に埋設されている状態を示す。
図5では、外套鋼管102 を斜めにして埋設した状態を示
す。この外套鋼管102の下端には、メタルクラウンを設
けて土砂を削進可能としてあり、長さが足りない場合に
は外套鋼管102 の上下端に刻設したネジを用いて連結し
ている。
There is also an excavation method in which excavation is performed from the ground, a communication pipe is attached to an embedded pipe, and the pipe is backfilled. The non-cutting method, which is constructed from the ground without cutting, is safe and easy to work with. The non-open cutting method is shown in FIGS. FIG. 4 shows a state in which a buried pipe 101 such as water and sewer is buried underground.
FIG. 5 shows a state in which the mantle steel pipe 102 is obliquely embedded. A metal crown is provided at the lower end of the mantle steel pipe 102 so that the earth and sand can be machined, and when the length is insufficient, the mantle steel pipe 102 is connected by using screws engraved on the upper and lower ends thereof.

【0004】この外套鋼管102 が埋設管101 に到達する
まで削進し、外套鋼管102 の長さが足りない場合は前記
のように付け足して削進を続け、埋設管101 の外周に外
套鋼管102 の下端が到達するまで削進する。その後、ア
ースオーガーなどの排土装置またはバキューム車により
外套鋼管102 内の土砂を地上に排出し、外套鋼管102 内
を清掃する。
The mantle steel pipe 102 is cut until it reaches the buried pipe 101. If the mantle steel pipe 102 is not long enough, the mantle steel pipe 102 is added as described above to continue the carving, and the mantle steel pipe 102 is attached to the outer circumference of the buried pipe 101. Drive until the bottom edge of is reached. After that, the earth and sand in the mantle steel pipe 102 is discharged to the ground by an earth discharging device such as an earth auger or a vacuum car to clean the mantle steel pipe 102.

【0005】次に、図6では、その後、外套鋼管102 内
に内嵌めする塩化ビニール内管105と同外径のコア採取
器103 により埋設管101 からコア104 を地上へ抜き取
る。採取したコア104 により塩化ビニール内管105 の下
端を埋設管101 の内径に合致するように円弧凹状に加工
し、コア104 の外径からストッパー管106 の下端を埋設
管101 の外径に一致するように円弧凹状に加工する。
Next, in FIG. 6, after that, the core 104 is extracted from the buried pipe 101 to the ground by the core collector 103 having the same outer diameter as the vinyl chloride inner pipe 105 fitted inside the outer steel pipe 102. Using the sampled core 104, process the lower end of the vinyl chloride inner pipe 105 into an arcuate concave shape so as to match the inner diameter of the buried pipe 101, and match the lower end of the stopper pipe 106 with the outer diameter of the buried pipe 101 from the outer diameter of the core 104. Are processed into a circular arc concave shape.

【0006】この塩化ビニール内管105 にストッパー管
106 を外嵌めしてストッパー管106から塩化ビニール内
管105 の下端側が埋設管101 の肉厚分と同じだけ突出す
るようにして接着剤でストッパー管106 を塩化ビニール
内管105 に固着する。図7に示すように、ストッパー管
106 を備えた塩化ビニール内管105 を挿入し、ストッパ
ー管106 の下端を埋設管101 の外周に当接させ、塩化ビ
ニール内管105 の突出部はコア104 を抜いてできた穴10
7 に挿入させる。
This vinyl chloride inner tube 105 is provided with a stopper tube
106 is fitted outside, and the stopper pipe 106 is fixed to the vinyl chloride inner pipe 105 with an adhesive so that the lower end side of the vinyl chloride inner pipe 105 projects from the stopper pipe 106 by the same amount as the thickness of the buried pipe 101. As shown in FIG. 7, the stopper tube
Insert the PVC inner pipe 105 equipped with 106, make the lower end of the stopper pipe 106 abut on the outer periphery of the buried pipe 101, and project the PVC inner pipe 105 by removing the core 104 from the hole 10
Insert in 7.

【0007】続いて、図8に示すように、塩化ビニール
内管105 と外套鋼管102 との間にモルタル108 を充填さ
せる。この塩化ビニール内管105 の上端部に、用途に応
じて屈曲した塩化ビニール管などを接続する。
Subsequently, as shown in FIG. 8, mortar 108 is filled between the vinyl chloride inner tube 105 and the outer steel tube 102. A vinyl chloride pipe bent according to the application is connected to the upper end of the vinyl chloride inner pipe 105.

【0008】[0008]

【発明が解決しようとする課題】従来の連通管施工機に
よっても、傾斜した連通孔の施工は可能である。現在の
密集した住宅地や建造物がある箇所での施工は、単に施
工機を前後に傾斜して施工するのみでは不十分で、さら
に、前後に傾斜した状態から左右に傾斜できることが求
められている。
It is possible to construct an inclined communication hole even with a conventional communication pipe construction machine. It is not enough for the current construction in a dense residential area or a place where there is a building to be constructed by simply tilting the construction machine forward and backward, and it is also required to be able to tilt left and right from a state where it is tilted forward and backward. There is.

【0009】また、連通管施工完了後、次の施工箇所へ
の移動が迅速にできないという問題点がある。
Further, there is a problem that after completion of the construction of the connecting pipe, it is not possible to move to the next construction site quickly.

【0010】[0010]

【課題を解決するための手段】そこで、本発明は、上記
の事情に鑑み、連通管施工機を単に前後方向に傾斜させ
るだけでなく左右方向にも回動可能とすべく、地中の埋
設管に地表から連通管を施工する連通管施工機であっ
て、スライドベースに連通管や施工具を駆動する駆動軸
を推進する手段と、駆動軸を回転する手段とを備えさ
せ、前記駆動軸推進手段と駆動軸回転手段とを備えたス
ライドベースを前後方向に傾斜させる手段と、スライド
ベースを左右方向に傾斜させる手段とよりなる連通管施
工機とした。
In view of the above circumstances, therefore, the present invention is to be embedded in the ground so that the communication pipe construction machine can be rotated not only in the front-rear direction but also in the left-right direction. A communication pipe construction machine for constructing a communication pipe on the pipe from the surface of the ground, comprising a means for propelling a drive shaft for driving the communication pipe and the applied tool to the slide base, and a means for rotating the drive shaft, wherein the drive shaft The communication pipe construction machine includes a means for inclining the slide base including the propulsion means and the drive shaft rotating means in the front-rear direction and a means for inclining the slide base in the left-right direction.

【0011】また、本発明は、施工完了後、次の施工箇
所への移動を迅速にすべく、地中の埋設管に地表から連
通管を施工する連通管施工機であって、スライドベース
に連通管や施工具を駆動する駆動軸を推進する手段と、
駆動軸を回転する手段とを備えたスライドベースと、前
記駆動軸推進手段と駆動軸回転手段とを備えたスライド
ベースを前後方向に傾斜させる手段と、前記駆動軸推進
手段と駆動軸回転手段とを備えたスライドベースを左右
方向に傾斜させる手段とを車輌に搭載してなる連通管施
工機とした。
Further, the present invention is a communication pipe construction machine for constructing a communication pipe from the ground surface to an underground buried pipe in order to quickly move to the next construction site after the construction is completed, A means for propelling a drive shaft that drives a communication tube and a tool,
A slide base having means for rotating the drive shaft, a means for inclining the slide base having the drive shaft propelling means and the drive shaft rotating means in the front-rear direction, the drive shaft propelling means and the drive shaft rotating means And a means for inclining the slide base having the above-mentioned to the left and right are provided in the vehicle as a communicating pipe construction machine.

【0012】さらに、本発明は、車輌を油圧式パワーシ
ョベルとし、連通管施工機の土木作業場での移動を容易
とした。さらにその上に、本発明は、油圧式パワーショ
ベルから駆動源を取る穿孔機を備えて、より一層の作業
能率の向上と狭隘な場所での作業を可能とした。また、
本発明は、連通管の内管に固着したストッパー管の下面
を平面状に形成し、ゴムパッキンを設けて、ストッパー
管の製作を容易にし、シールおよび防振効果を持たせる
ようにした。
Further, according to the present invention, the vehicle is a hydraulic power shovel, and the communication pipe construction machine can be easily moved in the civil engineering work space. Furthermore, the present invention is provided with a punching machine which takes a drive source from a hydraulic power shovel, and enables further improvement in work efficiency and work in a narrow space. Also,
According to the present invention, the lower surface of the stopper tube fixed to the inner tube of the communication tube is formed in a flat shape, and the rubber packing is provided to facilitate the production of the stopper tube and to provide the sealing and vibration damping effects.

【0013】[0013]

【発明の実施の形態】本発明を、図1〜図3に示す具体
的一実施例により詳細に説明する。スライドベース1上
に、連通管や施工具を駆動する駆動軸2をチェーンを介
して推進する油圧モータ3が設けてあり、さらに、駆動
軸2を回転させる油圧回転モータ4が設けてある。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail with reference to a specific embodiment shown in FIGS. On the slide base 1, a hydraulic motor 3 for propelling a drive shaft 2 for driving a communicating pipe and a tool through a chain is provided, and a hydraulic rotary motor 4 for rotating the drive shaft 2 is further provided.

【0014】前記スライドベース1は、基板16に起立さ
せた軸6を中心に回動可能に設けられ、基板16とスライ
ドベース1との間に設けた左右傾斜用モータ5によりス
ライドベース1を軸6の周りに傾斜可能に設けてある。
図2に示す中心線L−Lから左方向あるいは右方向にそ
れぞれ30度程度まで傾斜できる。基板16は油圧式パワー
ショベル9の前端のブラケット17をリンク18で連結し、
さらに、基板16とブラケット17とを前後傾斜用シリンダ
7および前後傾斜用シリンダ8で連結して、前後傾斜用
シリンダ7および前後傾斜用シリンダ8を伸長あるいは
収縮させて前記スライドベース1は前後に傾斜させ、駆
動軸2を垂直前45度から水平をすぎて45度までのほぼ 1
80度ぐらいの範囲までの傾斜をさせることができる。
The slide base 1 is rotatably provided around a shaft 6 standing upright on a substrate 16, and a left and right tilting motor 5 provided between the substrate 16 and the slide base 1 serves to pivot the slide base 1. It is provided so as to be tiltable around 6.
It can be tilted to the left or right from the center line L-L shown in FIG. The board 16 connects the bracket 17 at the front end of the hydraulic excavator 9 with a link 18,
Further, the base plate 16 and the bracket 17 are connected by the front-rear tilting cylinder 7 and the front-rear tilting cylinder 8, and the front-rear tilting cylinder 7 and the front-rear tilting cylinder 8 are extended or contracted so that the slide base 1 tilts back and forth. Drive shaft 2 from the front 45 degrees up to 45 degrees past the horizontal to almost 1
It can be tilted up to about 80 degrees.

【0015】これらは油圧式パワーショベル9に設けら
れており、符号10はアウトリガーである。なお、傾斜方
向の前後、左右は、油圧式パワーショベル9の前後を前
後傾斜といい、油圧式パワーショベル9の左右を左右傾
斜といっている。油圧式パワーショベル9をその近傍に
移動させ、前後傾斜用シリンダ7・8で駆動軸2を所要
の傾斜に傾斜させて外套鋼管を埋設管に到達するまで削
進し、外套鋼管の長さが足りない場合は付け足したりし
て削進を続け、埋設管の外周に外套鋼管の下端が到達す
るまで削進する。
These are provided on the hydraulic power shovel 9, and reference numeral 10 is an outrigger. The front and rear and left and right of the inclination direction are the front and rear of the hydraulic power shovel 9, and the left and right of the hydraulic power shovel 9 are the left and right. The hydraulic power shovel 9 is moved to the vicinity thereof, the drive shaft 2 is tilted by the front and rear tilting cylinders 7 and 8 to a required tilt, and the mantle steel pipe is carved until it reaches the buried pipe. If there is not enough space, add more or more to continue the process until the lower end of the mantle steel pipe reaches the outer circumference of the buried pipe.

【0016】その後、アースオーガーなどの排土装置ま
たはバキューム車により外套鋼管内の土砂を地上に排出
し、外套鋼管内を清掃する。その後、外套鋼管内に内嵌
めする塩化ビニール内管と同外径のコア採取器により埋
設管からコアを地上へ抜き取る。採取したコアに塩化ビ
ニール内管の下端を埋設管の外径に合致するように円弧
凹状に加工し、コア外径からストッパー管の下端を埋設
管の外径に一致するように円弧凹状に加工する。
Then, the earth and sand in the mantle steel pipe is discharged to the ground by a soil discharging device such as an earth auger or a vacuum car to clean the mantle steel pipe. After that, the core is extracted from the buried pipe to the ground by a core collector having the same outer diameter as the vinyl chloride inner pipe fitted inside the mantle steel pipe. In the sampled core, the lower end of the vinyl chloride inner pipe is processed into a circular arc concave shape so as to match the outer diameter of the buried pipe, and the lower end of the stopper pipe is processed into a circular arc concave shape from the core outer diameter to match the outer diameter of the buried pipe. To do.

【0017】塩化ビニール内管に前記ストッパー管を外
嵌めして、ストッパー管から塩化ビニール内管の下端側
が埋設管の肉厚部と同じか若干短く突出するようにして
接着剤でストッパー管を塩化ビニール内管に固着する。
ストッパー管を備えた塩化ビニール内管を挿入し、スト
ッパー管の下端を埋設管の外周に当接させ、塩化ビニー
ル内管の突出部はコアを抜いてできた穴に挿入させる。
The stopper pipe is fitted onto the vinyl chloride inner pipe so that the lower end side of the vinyl chloride inner pipe protrudes from the stopper pipe with the adhesive so that the lower end side of the inner wall of the vinyl chloride pipe is slightly shorter than the thickness of the buried pipe. Stick to vinyl inner tube.
Insert a vinyl chloride inner tube equipped with a stopper tube, bring the lower end of the stopper tube into contact with the outer periphery of the buried tube, and insert the protruding portion of the vinyl chloride inner tube into the hole formed by removing the core.

【0018】続いて、塩化ビニール内管の外套鋼管との
間にモルタルを充填させる。この塩化ビニール内管の上
端部に、用途に応じて屈曲塩化ビニール管などを接続す
る。上記は駆動軸2を推進しながら回転したり、あるい
は駆動軸2を推進させたりして施工する。
Subsequently, mortar is filled between the vinyl chloride inner tube and the outer steel tube. A bent vinyl chloride pipe or the like is connected to the upper end of the vinyl chloride inner pipe depending on the application. The above is carried out by rotating the drive shaft 2 while propelling it, or by propelling the drive shaft 2.

【0019】駆動軸2を前後傾斜用シリンダ7・8によ
り所定に傾斜させ、建物などがある場合などにはその駆
動軸2をさらに左右傾斜用シリンダ5により左右方向に
30度ぐらいまで傾斜させて施工が可能である。上記のよ
うにして、連通管の施工が完了すると、次の場所には油
圧式パワーショベル9で移動して、また連通管の施工が
簡単に続行できる。
The drive shaft 2 is tilted in a predetermined direction by the front and rear tilting cylinders 7 and 8, and when there is a building or the like, the drive shaft 2 is further tilted in the left and right direction by the left and right tilting cylinder 5.
It can be installed by tilting it up to about 30 degrees. When the construction of the communication pipe is completed as described above, the hydraulic power shovel 9 is moved to the next place, and the construction of the communication pipe can be easily continued.

【0020】しかも油圧式パワーショベル9ではキャタ
ピラー19上に各機器が支持されているので安定した作業
が可能である。また、本発明は、油圧式パワーショベル
から駆動源を取る小型穿孔機を備えて、より一層の作業
能率の向上と、狭隘な場所での作業を可能とした。図9
に示すように、駆動軸2を前後方向に傾斜させる手段、
駆動軸2を左右方向に傾斜させる手段および駆動源を備
えたパワーショベル9で埋設管21に連通管を施工する。
Moreover, in the hydraulic power shovel 9, since each device is supported on the caterpillar 19, stable work is possible. Further, the present invention is provided with a small-sized punching machine which takes a drive source from a hydraulic power shovel, and further improves work efficiency and enables work in a narrow space. FIG.
As shown in FIG. 3, means for inclining the drive shaft 2 in the front-back direction,
A communication pipe is installed in the buried pipe 21 with a power shovel 9 equipped with a drive source and means for tilting the drive shaft 2 in the left-right direction.

【0021】図示のように、建物22の側に側溝23があ
り、建物22内と埋設管21を連通させる作業としては、場
所が狭隘で前記のパワーショベル9が使用できない場合
は、小型穿孔機24を用いる。建物22と側溝23との間に所
要の穴25を堀り、穴25の底を必要な傾斜面26に形成し、
必要に応じて杭27を打設し、台板28を傾斜面26に敷設
し、台板28上に小型穿孔機24を設ける。符号29は穿孔具
を示し、これにて設置する穿孔管用の孔を穿設する。こ
の小型穿孔機24でさらに (+) 90度の傾斜範囲から
(−)200度の傾斜範囲の穿孔ができる。
As shown in the figure, there is a gutter 23 on the side of the building 22, and as a work for communicating the interior of the building 22 and the buried pipe 21, when the space is small and the power shovel 9 cannot be used, a small punching machine is used. Use 24. A required hole 25 is dug between the building 22 and the gutter 23, and the bottom of the hole 25 is formed into a required inclined surface 26,
If necessary, piles 27 are driven, a base plate 28 is laid on the inclined surface 26, and a small perforator 24 is provided on the base plate 28. Reference numeral 29 indicates a perforator, which is used to bore a hole for a perforated pipe. With this small punch 24, the tilt range of (+) 90 degrees
(-) Perforation with a tilt range of 200 degrees is possible.

【0022】この小型穿孔機24の駆動源は、油圧式パワ
ーショベル9の駆動源を用いる。図示しないが、着脱自
在な配管を用いて、油圧式パワーショベル9の駆動源と
小型穿孔機24とを接続する。さらに、連通管施工用の油
圧ユニット、圧油の分配弁および圧油を操作する操作盤
は小型穿孔機24用のも含めて油圧式パワーショベル9に
設け、作業能率の向上が図られている。
The drive source of the hydraulic power shovel 9 is used as the drive source of the small punch 24. Although not shown, the drive source of the hydraulic power shovel 9 and the small perforator 24 are connected using a detachable pipe. Further, a hydraulic unit for constructing a communicating pipe, a pressure oil distribution valve, and an operation panel for operating the pressure oil are provided in the hydraulic power shovel 9, including those for the small punch 24, to improve work efficiency. .

【0023】さらに、本発明は、連通管の内壁に固着し
たストッパー管の下面を平面状に形成し、ゴムパッキン
を用いてストッパー管の製作を容易にし、シールおよび
防振効果を持たせるようにした。さらにその上に、台板
28上には穿孔具29に応じた案内板30を起立させ、穿孔具
29を案内させ穿孔具29の芯ぶれを防止させる。
Further, according to the present invention, the lower surface of the stopper tube fixed to the inner wall of the communicating tube is formed into a flat shape, and the rubber packing is used to facilitate the production of the stopper tube and to provide the sealing and vibration damping effect. did. On top of that, the base plate
A guide plate 30 corresponding to the punch tool 29 is erected on the 28
Guide 29 and prevent runout of punch 29.

【0024】図10に示すように、下端近傍に合成樹脂製
のストッパー管31を固着し、塩化ビニール内管32の下端
突出部33を、埋設管2の管壁に穿設した孔34に内嵌め
し、下端突出部33を除く塩化ビニール内管32に外套鋼管
35を外嵌めし、塩化ビニール内管32と外套鋼管35との間
にモルタル36を充填する。前記ストッパー管31の埋設管
2外周部への当接部を平面状に形成させ、ストッパー管
31当接部下面に塩化ビニール内管32外周面と孔34内壁と
の間に入って密封するゴムパッキン37を設ける。このゴ
ムパッキン37は孔34への挿入を容易にするために、下端
が小径で上部が大径のテーパ面に形成しておく。ストッ
パー管31が当接部が下面で埋設管21の外周面が円弧面で
あっても、ゴムパッキン37を介在させているので完全に
密封する。埋設管の外周面が平面の場合はより一層密封
性が向上する。ゴムパッキン37をアルカリ性液に接触す
れば膨張するものを使用すると、モルタル36を充填した
際、ゴムパッキン37は膨張して完全な密封をなす。ゴム
パッキンの存在により密封機能を果たすばかりか防振効
果も果たす。
As shown in FIG. 10, a stopper pipe 31 made of synthetic resin is fixed near the lower end, and the lower end projecting portion 33 of the vinyl chloride inner pipe 32 is inserted into the hole 34 formed in the pipe wall of the buried pipe 2. Fit the outer steel pipe into the vinyl chloride inner pipe 32 excluding the bottom end protrusion 33.
35 is externally fitted, and mortar 36 is filled between the vinyl chloride inner tube 32 and the outer steel tube 35. The stopper tube 31 is formed in a flat contact portion with the outer peripheral portion of the buried tube 2 to form a stopper tube.
31. A rubber packing 37 is provided on the lower surface of the abutting portion so as to be sealed between the outer peripheral surface of the vinyl chloride inner tube 32 and the inner wall of the hole 34. The rubber packing 37 is formed into a tapered surface having a small diameter at the lower end and a large diameter at the upper portion in order to facilitate insertion into the hole 34. Even if the stopper tube 31 has a lower contact surface and the outer peripheral surface of the buried tube 21 is a circular arc surface, the rubber packing 37 is interposed so that the stopper tube 31 is completely sealed. When the outer peripheral surface of the buried pipe is flat, the sealing performance is further improved. If the rubber packing 37 that expands when brought into contact with an alkaline liquid is used, when the mortar 36 is filled, the rubber packing 37 expands to form a complete seal. The presence of the rubber packing not only fulfills the sealing function but also the vibration damping effect.

【0025】[0025]

【発明の効果】本発明は、上述のように、地中の埋設管
に地表から連通管を施工する連通管施工機であって、ス
ライドベースに連通管や施工具を駆動する駆動軸を推進
する手段と、駆動軸を回転する手段とを備えさせ、前記
駆動軸推進手段と駆動軸回転手段とを備えたスライドベ
ースを前後方向に傾斜させる手段と、スライドベースを
左右方向に傾斜させる手段とよりなる連通管施工機であ
るので、連通管の施工を前後のみならず左右方向にも傾
斜できる。
INDUSTRIAL APPLICABILITY As described above, the present invention is a communication pipe construction machine for constructing a communication pipe from the surface to a buried pipe in the ground, and propels a drive shaft for driving the communication pipe and the tool on the slide base. Means for rotating the drive shaft, and means for tilting the slide base including the drive shaft propulsion means and the drive shaft rotating means in the front-back direction, and means for tilting the slide base in the left-right direction. Since it is a communication pipe construction machine consisting of, the construction of the communication pipe can be tilted not only in the front-back direction but also in the left-right direction.

【0026】また、本発明は、地中の埋設管に地表から
連通管を施工する連通管施工機であって、スライドベー
スに連通管や施工具を駆動する駆動軸を推進する手段
と、駆動軸を回転する手段とを備えたスライドベース
と、前記駆動軸推進手段と駆動軸回転手段とを備えたス
ライドベースを前後方向に傾斜させる手段と、前記駆動
軸推進手段と駆動軸を回転する手段とを備えたスライド
ベースを左右方向に傾斜させる手段とを車輌に搭載して
なる連通管施工機であるので、施工管完了後、次の施工
場所への移動を迅速にすることができる。
Further, the present invention is a communication pipe construction machine for constructing a communication pipe from the ground surface to a buried pipe in the ground, and means for propelling a drive shaft for driving the communication pipe and a tool on a slide base, and a drive. A slide base having means for rotating the shaft; a means for inclining the slide base having the drive shaft propelling means and the drive shaft rotating means in the front-rear direction; and means for rotating the drive shaft propelling means and the drive shaft. Since this is a communication pipe construction machine in which a means for inclining the slide base provided with and to the left and right is mounted on the vehicle, it is possible to quickly move to the next construction site after the construction pipe is completed.

【0027】さらに、本発明は、車輌を油圧式パワーシ
ョベルとし、連通管施工機の土木作業場での移動を容易
とした。さらにその上に、本発明は、油圧式パワーショ
ベルから駆動源を取る穿孔機を備え、より一層の作業能
率の向上と狭隘な場所での作業を容易とした。また、本
発明は、連通管の内管に固着したストッパー管の下面を
平面状に形成し、ゴムパッキンを設けてストッパー管の
製作を容易にし、シールおよび防振効果を持たせるよう
にしたものである。
Further, according to the present invention, the vehicle is a hydraulic power shovel, and the communication pipe construction machine can be easily moved in the civil engineering work space. Furthermore, the present invention is provided with a punching machine that takes a drive source from a hydraulic power shovel, and further improves work efficiency and facilitates work in a narrow space. Further, according to the present invention, the lower surface of the stopper pipe fixed to the inner pipe of the communication pipe is formed into a flat surface, and a rubber packing is provided to facilitate the production of the stopper pipe, and to provide a sealing and vibration damping effect. Is.

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

【図1】本発明の具体的一実施例の側面図である。FIG. 1 is a side view of a specific embodiment of the present invention.

【図2】図1の正面図である。FIG. 2 is a front view of FIG.

【図3】駆動軸を前後に傾斜させてさらに左右に傾斜さ
せた状態の正面図である。
FIG. 3 is a front view showing a state where the drive shaft is tilted back and forth and further tilted left and right.

【図4】埋設管が地中にある状態を示す縦断面図であ
る。
FIG. 4 is a vertical cross-sectional view showing a state in which a buried pipe is in the ground.

【図5】埋設管に外套鋼管が傾斜して建て込まれた状態
の縦断面図である。
FIG. 5 is a vertical cross-sectional view showing a state in which a mantle steel pipe is built in a buried pipe with an inclination.

【図6】コア採取器により埋設管のコアを採取している
状態を示す縦断面図である。
FIG. 6 is a vertical cross-sectional view showing a state in which the core of the buried pipe is collected by the core collector.

【図7】ストッパー管を下端に固着した塩化ビニール内
管を埋設管に取付けた状態を示す縦断面図である。
FIG. 7 is a vertical cross-sectional view showing a state in which a vinyl chloride inner pipe having a stopper pipe fixed to the lower end is attached to an embedded pipe.

【図8】塩化ビニール内管と外套鋼管との間にモルタル
を充填した状態を示す縦断面図である。
FIG. 8 is a vertical cross-sectional view showing a state where mortar is filled between the vinyl chloride inner tube and the outer steel tube.

【図9】本発明の油圧式パワーショベルの外に穿孔機を
備えた連通管施工機の正面図である。
FIG. 9 is a front view of a communication pipe construction machine provided with a punching machine outside the hydraulic power shovel of the present invention.

【図10】本発明の連通管の構造を示す縦断面図である。FIG. 10 is a vertical cross-sectional view showing the structure of the communication pipe of the present invention.

【符号の説明】[Explanation of symbols]

1…スライドベース 2…駆動軸 3…油圧モータ 4…油圧回転モータ 5…左右傾斜用シリンダ 6…軸 7…前後傾斜用シリンダ 8…前後傾斜用シリンダ 9…油圧式パワーショベル 10…アウトリガー 16…基板 17…ブラケット 18…リンク 19…キャタピラー 21…埋設管 22…建物 23…側溝 24…小型穿孔機 25…穴 26…傾斜面 27…杭 31…ストッパー管 32…塩化ビニール内管 33…下端突出部 34…孔 35…外套鋼管 36…モルタル 37…ゴムパッキン 1 ... Slide base 2 ... Drive shaft 3 ... Hydraulic motor 4 ... Hydraulic rotary motor 5 ... Left and right tilt cylinder 6 ... Axis 7 ... Front and back tilt cylinder 8 ... Front and back tilt cylinder 9 ... Hydraulic power shovel 10 ... Outrigger 16 ... Board 17 ... Bracket 18 ... Link 19 ... Caterpillar 21 ... Built-in pipe 22 ... Building 23 ... Gutter 24 ... Small punch 25 ... Hole 26 ... Slope 27 ... Pile 31 ... Stopper pipe 32 ... Polyvinyl chloride inner pipe 33 ... Lower end projection 34 … Hole 35… Mantled steel pipe 36… Mortar 37… Rubber packing

───────────────────────────────────────────────────── フロントページの続き (72)発明者 上田 則昭 松原市別所4丁目3−8 信和建設興業株 式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Noriaki Ueda 4-3-8 Bessho, Matsubara-shi Shinwa Construction Industry Co., Ltd.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 地中の埋設管に地表から連通管を施工す
る連通管施工機であって、スライドベースに連通管や施
工具を駆動する駆動軸を推進する手段と、駆動軸を回転
する手段とを備えさせ、前記駆動軸推進手段と駆動軸回
転手段とを備えたスライドベースを前後方向に傾斜させ
る手段と、スライドベースを左右方向に傾斜させる手段
とよりなる連通管施工機。
1. A communication pipe construction machine for constructing a communication pipe from the surface to a buried pipe in the ground, wherein a means for propelling a drive shaft for driving the communication pipe or a tool on a slide base and rotating the drive shaft. And a means for tilting the slide base including the drive shaft propulsion means and the drive shaft rotating means in the front-rear direction, and a means for tilting the slide base in the left-right direction.
【請求項2】 地中の埋設管に地表から連通管を施工す
る連通管施工機であって、スライドベースに連通管や施
工具を駆動する駆動軸を推進する手段と、駆動軸を回転
する手段とを備えたスライドベースと、前記駆動軸推進
手段と駆動軸回転手段とを備えたスライドベースを前後
方向に傾斜させる手段と、前記駆動軸推進手段と駆動軸
を回転する手段とを備えたスライドベースを左右方向に
傾斜させる手段とを車輌に搭載してなる連通管施工機。
2. A communication pipe construction machine for constructing a communication pipe from the surface to an underground buried pipe, wherein a means for propelling a drive shaft for driving the communication pipe or a tool on a slide base and rotating the drive shaft. A slide base having means, a means for tilting the slide base having the drive shaft propelling means and the drive shaft rotating means in the front-rear direction, and means for rotating the drive shaft propelling means and the drive shaft. A communication pipe installation machine that is equipped with means for inclining the slide base in the left-right direction in the vehicle.
【請求項3】 車輌が油圧式パワーショベルである請求
項2記載の連通管施工機。
3. The communication pipe construction machine according to claim 2, wherein the vehicle is a hydraulic power shovel.
【請求項4】 地中の埋設管に地表から連通管を施工す
る連通管施工機であって、スライドベースに連通管や施
工具を駆動する駆動軸を推進する手段と、駆動軸を回転
する手段とを備えたスライドベースと、前記駆動軸推進
手段と駆動軸回転手段とを備えたスライドベースを前後
方向に傾斜させる手段と、前記駆動軸推進手段と駆動軸
を回転する手段とを備えたスライドベースを左右方向に
傾斜させる手段とを油圧式パワーショベルに搭載し、さ
らに別個の穿孔機を備えさせ、穿孔機を前記油圧式パワ
ーショベルの駆動源で駆動させるようにしてなる連通管
施工機。
4. A communication pipe construction machine for constructing a communication pipe from the surface to an underground buried pipe, wherein a means for propelling a drive shaft for driving the communication pipe or a tool on a slide base and rotating the drive shaft. A slide base having means, a means for tilting the slide base having the drive shaft propelling means and the drive shaft rotating means in the front-rear direction, and means for rotating the drive shaft propelling means and the drive shaft. A communication pipe construction machine in which a means for tilting the slide base in the left-right direction is mounted on a hydraulic power shovel, and a separate punching machine is further provided, and the punching machine is driven by the drive source of the hydraulic power shovel. .
【請求項5】 下端近傍にストッパー管を固着した内管
の下端突出部を、埋設管の管壁に穿設した孔に内嵌め
し、下端突出部を除く内管に外套管を外嵌めし、内管と
外套管との間にモルタルを充填した連通管において、前
記ストッパー管の埋設管外周部への当接部を平面状に形
成させ、ストッパー管当接部下面に内管外周面と孔内壁
との間に入って密封するゴムパッキンを設けてなる連通
管。
5. A lower end projecting portion of an inner pipe having a stopper pipe fixed near the lower end is fitted into a hole formed in a pipe wall of a buried pipe, and an outer tube is fitted onto the inner pipe excluding the lower end projecting portion. In a communication pipe in which mortar is filled between the inner pipe and the outer pipe, the contact portion of the stopper pipe with the outer peripheral portion of the embedded pipe is formed in a flat shape, and the lower surface of the stopper pipe contact portion has an inner peripheral surface of the inner pipe. A communication pipe that is provided with a rubber packing that enters between the inner wall of the hole and seals.
JP31645895A 1995-12-05 1995-12-05 Communicating tube construction machine and communicating tube Pending JPH09158651A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31645895A JPH09158651A (en) 1995-12-05 1995-12-05 Communicating tube construction machine and communicating tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31645895A JPH09158651A (en) 1995-12-05 1995-12-05 Communicating tube construction machine and communicating tube

Publications (1)

Publication Number Publication Date
JPH09158651A true JPH09158651A (en) 1997-06-17

Family

ID=18077327

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31645895A Pending JPH09158651A (en) 1995-12-05 1995-12-05 Communicating tube construction machine and communicating tube

Country Status (1)

Country Link
JP (1) JPH09158651A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044136A (en) * 2011-08-23 2013-03-04 Seiwa Renewal Works Co Ltd Drilling apparatus
CN110056317A (en) * 2019-03-01 2019-07-26 泉州市龙行贸易有限公司 A kind of construction tapping equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06102917A (en) * 1992-09-17 1994-04-15 Fanuc Ltd Robot controller having reference point restoration function by safety route

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06102917A (en) * 1992-09-17 1994-04-15 Fanuc Ltd Robot controller having reference point restoration function by safety route

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044136A (en) * 2011-08-23 2013-03-04 Seiwa Renewal Works Co Ltd Drilling apparatus
CN110056317A (en) * 2019-03-01 2019-07-26 泉州市龙行贸易有限公司 A kind of construction tapping equipment
CN110056317B (en) * 2019-03-01 2020-10-16 惠安县锋创商贸有限公司 Tapping equipment for construction

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