JPS624621Y2 - - Google Patents

Info

Publication number
JPS624621Y2
JPS624621Y2 JP16584481U JP16584481U JPS624621Y2 JP S624621 Y2 JPS624621 Y2 JP S624621Y2 JP 16584481 U JP16584481 U JP 16584481U JP 16584481 U JP16584481 U JP 16584481U JP S624621 Y2 JPS624621 Y2 JP S624621Y2
Authority
JP
Japan
Prior art keywords
soil
excavation
head
pipe
tip
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
Application number
JP16584481U
Other languages
Japanese (ja)
Other versions
JPS5872296U (en
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 filed Critical
Priority to JP16584481U priority Critical patent/JPS5872296U/en
Publication of JPS5872296U publication Critical patent/JPS5872296U/en
Application granted granted Critical
Publication of JPS624621Y2 publication Critical patent/JPS624621Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 この考案は振動式管埋設装置に関するものであ
る。
[Detailed description of the invention] This invention relates to a vibrating pipe burying device.

既成の埋設管を土中に埋設するには、従来の開
削工法に代わつて、たとえば発進ピツドに設置し
た推進シリンダによつて埋設管そのものを推進す
る推進工法が主流となつており、推進工法に用い
られる管埋設装置として振動式のものが考えられ
ている。
In order to bury existing underground pipes in the ground, instead of the conventional cut-and-cover method, the propulsion method, in which the buried pipe itself is propelled by a propulsion cylinder installed in the starting pit, has become mainstream. A vibrating type of pipe embedding device is considered to be used.

第1図は推進工法に用いられる振動式管埋設装
置を示す図である。図において1は土、2は土1
に設けられた発進ピツト、3は発進ピツト2内に
設けられた推進シリンダ、4は埋設管で、埋設管
4の後部は推進シリンダ3によつて押されてい
る。5は埋設管4の先頭位置に設けられた掘進ヘ
ツド、6は掘進ヘツド5内に取付けられた加振機
で、加振機6はたとえば偏心した軸の回転を利用
したもので、掘進ヘツド5に振動を与える。7は
掘進ヘツド5の振動が埋設管4に伝達されるのを
防止するための吸振機、8は掘進ヘツド5の先端
部9に設けられた給液口で、給液口8は掘進ヘツ
ド5の掘進面10に開口している。
FIG. 1 is a diagram showing a vibrating pipe burying device used in the propulsion method. In the diagram, 1 is soil, 2 is soil 1
3 is a propulsion cylinder provided in the launch pit 2; 4 is a buried pipe; the rear part of the buried pipe 4 is pushed by the propulsion cylinder 3; Reference numeral 5 denotes an excavation head provided at the top position of the buried pipe 4; numeral 6 denotes a vibration exciter installed within the excavation head 5; gives vibration to. 7 is a vibration absorber for preventing the vibration of the digging head 5 from being transmitted to the buried pipe 4; 8 is a liquid supply port provided at the tip 9 of the digging head 5; It opens on the excavation surface 10 of.

この振動式管埋設装置においては、加振機6を
作動させるとともに、給液口8から掘進面10付
近に低圧小流量の液体を供給すると、掘進ヘツド
5が振動をして、掘進面10付近の土1の強度が
低下し、さらに給液口8から供給された液体と土
1とが振動によつて撹拌されてスラリ状となる。
このスラリ11は掘進ヘツド5と自然状態の土1
との隙間に沿つて発進ピツト2内に排除される。
このため、掘進面10付近の土1の抵抗力は非常
に小さくなり、また掘進ヘツド5および埋設管4
の側面に作用する摩擦力、粘着力などの側面抵抗
力も小さくなる。したがつて、推進シリンダ3の
推進力がわずかでも、埋設管4を土中に埋設する
ことができ、それによつて精度のよい埋設が可能
となる。
In this vibrating pipe burying device, when the vibrator 6 is activated and a low-pressure, small-flow liquid is supplied from the liquid supply port 8 to the vicinity of the excavation surface 10, the excavation head 5 vibrates, causing the excavation head 5 to vibrate near the excavation surface 10. The strength of the soil 1 decreases, and the soil 1 and the liquid supplied from the liquid supply port 8 are further agitated by vibration and become slurry.
This slurry 11 is mixed with the excavation head 5 and the soil 1 in its natural state.
The vehicle is removed into the starting pit 2 along the gap between the vehicle and the vehicle.
Therefore, the resistance force of the soil 1 near the excavation surface 10 becomes extremely small, and the excavation head 5 and buried pipe 4
Side resistance forces such as frictional force and adhesive force that act on the side surfaces of the product also become smaller. Therefore, even if the propulsion force of the propulsion cylinder 3 is small, the buried pipe 4 can be buried in the soil, thereby making it possible to bury it with high precision.

このように、振動と液体の供給によつて掘進面
10付近の土1がスラリ化され、これによつて小
さな推進力で精度よく埋設することが可能となる
が、このときの掘進速度は土1をスラリ化する速
度に大きく左右される。すなわち、掘進ヘツド5
は掘進面10付近の土1をスラリ化し、スラリ1
1を発進ピツト2内に排除しつつ推進するため、
スラリ化の速度が速いときには掘進ヘツド5を速
く推進させることができる。ところが、スラリ化
の速度が遅いときには、掘進面10付近の土1が
十分スラリ化していない状態で掘進ヘツド5が推
進させても、掘進面10付近の土1の抵抗が大き
いため、掘進速度が小さい。そして、掘進速度が
小さくなつた場合には、所要距離だけ埋設管4を
推進させる時間が長くなり、さらにはその分供給
する液体の量が増加するから、発進ピツド2内に
排除されるスラリ11の量が増す。したがつて、
工期が延びる、処理すべき廃液の量が増すなどの
問題が生じる。
In this way, the soil 1 near the excavation surface 10 is turned into a slurry by vibration and liquid supply, and this makes it possible to bury the soil with a small amount of propulsive force with high precision. It greatly depends on the speed of slurrying 1. That is, the digging head 5
turns soil 1 near excavation surface 10 into slurry, and slurry 1
In order to propel the vehicle while excluding 1 from the starting pit 2,
When the speed of slurry formation is high, the digging head 5 can be propelled quickly. However, when the rate of slurryization is slow, even if the excavation head 5 advances the soil 1 near the excavation surface 10 without being sufficiently slurried, the resistance of the soil 1 near the excavation surface 10 is large, so the excavation speed will decrease. small. When the excavation speed decreases, the time required to propel the buried pipe 4 by the required distance becomes longer, and the amount of liquid to be supplied increases accordingly. The amount of increases. Therefore,
Problems arise, such as prolonging the construction period and increasing the amount of waste liquid to be treated.

この考案は上述の問題点を解決するためになさ
れたもので、掘進面付近の土のスラリ化の速度が
速い振動式管埋設装置を提供することを目的とす
る。
This invention was made in order to solve the above-mentioned problems, and its purpose is to provide a vibrating pipe burying device that can quickly turn the soil near the excavation surface into slurry.

この目的を達成するため、この考案においては
掘進ヘツドの先端部を突起状とし、その突起状先
端部の貯点またはその近傍に液体の供給口を開口
させるとともに、上記突起状先端部の表面に凹凸
を設ける。
In order to achieve this purpose, in this invention, the tip of the digging head is formed into a protrusion, and a liquid supply port is opened at or near the storage point of the protruding tip, and the surface of the protruding tip is provided with a liquid supply port. Provide unevenness.

第2図はこの考案に係る振動式管埋設装置の掘
進ヘツドを示す図である。図において12は掘進
ヘツド5の突起状先端部で、先端部12は円錐状
である。13は先端部12の頂点の近傍に開口し
た複数個の給液口、14は先端部12の表面すな
わと掘進面15に設けられた放射状の凹凸であ
る。
FIG. 2 is a diagram showing the digging head of the vibrating pipe burying device according to this invention. In the figure, reference numeral 12 denotes a protruding tip portion of the digging head 5, and the tip portion 12 has a conical shape. 13 is a plurality of liquid supply ports opened near the apex of the tip 12, and 14 is a radial unevenness provided on the surface of the tip 12 and the digging surface 15.

この振動式管埋設装置においては、給液口13
が先端部12の頂点の近傍に開口しているから、
給液口13から供給された液体が掘進面15の頂
点付近に供給され、液体はより速く土1中に浸透
するので、液体と土1との混合を促進することが
できる。また、掘進面15には凹凸14が設けら
れているから、混合された液体1と土とをより速
く撹拌してスラリ化することができる。この結
果、掘進面15付近の土1のスラリ化を速度を速
めることができる。
In this vibrating pipe embedding device, the liquid supply port 13
is open near the apex of the tip 12, so
The liquid supplied from the liquid supply port 13 is supplied near the top of the excavation surface 15, and the liquid permeates into the soil 1 more quickly, so that mixing of the liquid and the soil 1 can be promoted. Further, since the excavation surface 15 is provided with the unevenness 14, the mixed liquid 1 and soil can be stirred more quickly to form a slurry. As a result, it is possible to speed up the slurry formation of the soil 1 near the excavation surface 15.

なお、上述実施例においては、先端部12を円
錐状としたが、四角錐などとしてもよい。また、
上述実施例においては、先端部12の頂点の近傍
に給液口13を開口させたが、先端部12の頂点
に給液口13を開口させてもよい。さらに、上述
実施例においては、掘進面15に放射状の凹凸1
4を設けたが、ローレツト状などの凹凸を設けて
もよい。
In the above embodiment, the tip 12 is conical, but it may be a pyramid or the like.
In the above embodiment, the liquid supply port 13 is opened near the apex of the tip portion 12, but the liquid supply port 13 may be opened at the apex of the tip portion 12. Furthermore, in the above embodiment, the excavation surface 15 has radial irregularities 1
However, it is also possible to provide unevenness such as knurling.

以上説明したように、この考案に係る振動式管
埋設装置においては、掘進面付近の土のスラリ化
の速度を速めることができるので、掘進速度を大
きくすることができ、埋設管の埋設能率が向上す
る。また、土と液体とをよりよく混合、撹拌する
ことができるから、スラリ中に含まれる液体の割
合が少なくなるため、同じ量の土を発進ピツド内
に排除するのに要する液体の量が少なくてすむと
ともに、泥水処理を施さなくてすむ。このよう
に、この考案の効果は顕著である。
As explained above, in the vibrating pipe burying device according to this invention, it is possible to increase the speed of slurrying of the soil near the excavation surface, so the excavation speed can be increased, and the burying efficiency of the buried pipe can be increased. improves. Additionally, since the soil and liquid can be mixed and stirred better, the proportion of liquid contained in the slurry is reduced, so less liquid is required to expel the same amount of soil into the launch pit. This eliminates the need for muddy water treatment. In this way, the effects of this invention are remarkable.

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

第1図は振動式管埋設装置を示す図、第2図は
この考案に係る振動式管埋設装置の掘進ヘツドを
示す図である。 3……推進シリンダ、4……埋設管、5……掘
進ヘツド、11……スラリ、12……突起状先端
部、13……給液口、14……凹凸、15……掘
進面。
FIG. 1 is a diagram showing a vibrating pipe burying device, and FIG. 2 is a diagram showing an excavation head of the vibrating pipe burying device according to this invention. 3...Propulsion cylinder, 4...Buried pipe, 5...Drilling head, 11...Slurry, 12...Protruding tip, 13...Liquid supply port, 14...Irregularities, 15...Drilling surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 埋設管の先頭位置に設けられた掘進ヘツドに振
動を加えるとともに、その掘進ヘツドの前面付近
に低圧小流量の液体を供給しつつ、上記埋設管の
後部に推進力を加えて、上記埋設管を土中に埋設
する振動式管埋設装置において、上記掘進ヘツド
の先端部を突起状とし、その突起状先端部の頂点
またはその近傍に液体の供給口を開口させるとと
もに、上記突起状先端部の表面に凹凸を設けたこ
とを特徴とする振動式管埋設装置。
Vibrations are applied to the excavation head installed at the leading position of the buried pipe, and a low-pressure, small-flow liquid is supplied near the front of the excavation head, while a propulsive force is applied to the rear of the buried pipe to dig the buried pipe. In a vibrating pipe burying device to be buried in the soil, the tip of the digging head is formed into a protrusion, a liquid supply port is opened at or near the apex of the protruding tip, and the surface of the protruding tip is A vibrating pipe burying device characterized by having an uneven surface.
JP16584481U 1981-11-09 1981-11-09 Vibrating pipe burying device Granted JPS5872296U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16584481U JPS5872296U (en) 1981-11-09 1981-11-09 Vibrating pipe burying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16584481U JPS5872296U (en) 1981-11-09 1981-11-09 Vibrating pipe burying device

Publications (2)

Publication Number Publication Date
JPS5872296U JPS5872296U (en) 1983-05-16
JPS624621Y2 true JPS624621Y2 (en) 1987-02-02

Family

ID=29958031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16584481U Granted JPS5872296U (en) 1981-11-09 1981-11-09 Vibrating pipe burying device

Country Status (1)

Country Link
JP (1) JPS5872296U (en)

Also Published As

Publication number Publication date
JPS5872296U (en) 1983-05-16

Similar Documents

Publication Publication Date Title
AU6625796A (en) Improved auger piling
JPS624621Y2 (en)
JP2952324B2 (en) Dynamic injection method of ground improvement
JPS6347416A (en) Steel tubular pile and its embedding work
JPS60159216A (en) Method of driving pile
JPS60173289A (en) Drilling apparatus in pipe embedding construction method
JP2000144728A (en) Execution method of screw pile and screw pile used for it
JPS624622Y2 (en)
JP2516475B2 (en) Construction method for steel pipe piles
JPS6145234Y2 (en)
JPS5833641A (en) Construction of underground pile
JPS6156757B2 (en)
JPS6354117B2 (en)
JPS5837386A (en) Method of clamping propulsive pipe
JPS6332237Y2 (en)
JPH047231Y2 (en)
JPH09132916A (en) Solidifying agent pressedly filling method using friction joint pile
JPS5836688B2 (en) Drain installation method and equipment
JPS5891296A (en) Vibration type pipe burying device
JPS6156758B2 (en)
JPS6187098A (en) Pressure applying, propelling, drilling and embedding construction method of medium or small caliber pipe
JPS6340017A (en) Settling work of concrete pile
JPH05132934A (en) Execution method of pile
JPS62197600A (en) Method of reinforcing construction of ground by using self-boring bolt
JPS6040419A (en) Bottom-expanded structure burying work for preboring