JPS6183720A - Method and device of pulling off steel pipe pile - Google Patents

Method and device of pulling off steel pipe pile

Info

Publication number
JPS6183720A
JPS6183720A JP20348584A JP20348584A JPS6183720A JP S6183720 A JPS6183720 A JP S6183720A JP 20348584 A JP20348584 A JP 20348584A JP 20348584 A JP20348584 A JP 20348584A JP S6183720 A JPS6183720 A JP S6183720A
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
high pressure
liquid
lid
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
JP20348584A
Other languages
Japanese (ja)
Inventor
Hiroyuki Abe
裕之 阿部
Yutaka Osanai
裕 小山内
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.)
Furukawa Mining Co Ltd
Original Assignee
Furukawa Mining 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 Furukawa Mining Co Ltd filed Critical Furukawa Mining Co Ltd
Priority to JP20348584A priority Critical patent/JPS6183720A/en
Publication of JPS6183720A publication Critical patent/JPS6183720A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/02Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To increase a pull-off force and to enable a steel pipe pile at any place to be easily pulled off, by a method wherein a lid is attached to the top part of a driven steel pipe pile to form a liquidtight chamber, and high pressure liquid is fed to the liquidtight chamber for pressurization to pull off the steel pipe pile. CONSTITUTION:A steel pipe pile 2 is driven in a ground 1, a lid 3 is attached to a top part, and the lid 3 and a high pressure generator 4 are interconnected through a high pressure feed pipe 5. By opening a high pressure valve 8 through driving of a high pressure pump 7, high pressure liquid flows in a liquidtight chamber 15 through a high pressure feed pipe 5. By filling the liquidtight chamber 15 with a high pressure, an upward static liquid pressure is exerted on the lid 3 to push up the lid. When a pressurizing force is increased over a friction force between the surface of a steel pipe pile 2 and a ground 1, the steel pipe pile 2 is pulled off upward. This enables the steel pipe pile to be recovered at a very low cost and reused.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、鋼管杭を抜き出す方法およびその装置に関
し、特に、土木工事において打設された鋼管杭の頂部に
液密室を形成し、高圧液で加圧して抜き出し、鋼管杭の
回収再利用を図るものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method and device for extracting steel pipe piles, and in particular, to a method for extracting steel pipe piles and an apparatus therefor. The purpose is to extract the steel pipe piles under pressure and recover and reuse them.

〔従来の技術〕[Conventional technology]

近時、臨海土木、大規模な河川工事等において、止水ま
たは護岸の擁壁とする目的で鋼管杭が多数使用されてい
る。
Recently, many steel pipe piles have been used in coastal civil engineering, large-scale river construction, etc. for the purpose of water stopping or as retaining walls for seawalls.

これらの鋼管杭は、本来仮設構造物であり、また、高価
であるため、工事が完了した場合、使用済の鋼管杭を引
抜いて回収し再使用することが望ましい。ところが、打
設施工時には、鋼管杭の表面と地盤との間に強い摩擦力
が働き、鋼管杭の引抜きには強大な力を必要とする。
Since these steel pipe piles are originally temporary structures and are expensive, it is desirable to pull out the used steel pipe piles, collect them, and reuse them when construction is completed. However, during driving construction, a strong frictional force acts between the surface of the steel pipe pile and the ground, and a great force is required to pull out the steel pipe pile.

従って、鋼管杭をその摩擦力に抗して直接引抜くことの
できる引抜力の大な杭抜機械を作るとすれば、非常に大
形で高価なものとなり、しかも、工事場所によってはそ
の杭抜機械の引抜力の反力を受ける方法が無いため、従
来、鋼管杭は引抜かず残置されていた。
Therefore, if we were to create a pile extraction machine with a large pulling force that can directly pull out steel pipe piles against the frictional force, it would be very large and expensive, and depending on the construction site, the pile Conventionally, steel pipe piles were left in place without being pulled out because there was no way to receive the reaction force from the pulling force of the pulling machine.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

この発明は、上記の如き鋼管杭の引抜きの困難性に関す
る問題を解決するものである。
This invention solves the problem of the difficulty in pulling out steel pipe piles as described above.

而して、この発明の目的は、引き出し力が強大で如何な
る場所でも容易に鋼管杭を引き出すことのできる手段を
提供するにあり、また、この発明の目的は、遠隔操作可
能な鋼管杭の引き出し手段を提供するにあり、更に、こ
の発明の目的は、構造が簡単で安価な鋼管杭抜出装置を
提供するにある。
Therefore, an object of the present invention is to provide a means that has a strong pulling force and can easily pull out steel pipe piles at any location. A further object of the present invention is to provide a steel pipe pile extraction device that has a simple structure and is inexpensive.

〔問題点を解決するための手段〕[Means for solving problems]

この出願の特定発明である鋼管杭を抜き出す方法は、打
設された鋼管杭の頭頂部に蓋を取付けて液密室を形成し
、この液密室に高圧液を供給して加圧することにより、
鋼管杭を抜き出すものであり、この特定発明の実施に使
用する鋼管杭抜出装置は、打設された鋼管杭の頭頂部に
取付ける蓋と、高圧液発生装置とを高圧液供給管を介し
て接続している。
The method for extracting a steel pipe pile, which is the specific invention of this application, involves attaching a lid to the top of the driven steel pipe pile to form a liquid-tight chamber, and supplying high-pressure liquid to this liquid-tight chamber to pressurize it.
The steel pipe pile extractor used to carry out this specific invention extracts steel pipe piles, and connects a lid attached to the top of a driven steel pipe pile and a high-pressure liquid generator through a high-pressure liquid supply pipe. Connected.

〔作用〕[Effect]

鋼管杭に形成された液密室に高圧液が供給されると、液
密室内の液圧が上昇し、鋼管杭の頭頂部の蓋には上方へ
の圧力が加えられる。この圧力が鋼管杭の表面と地盤と
の管の摩擦力より大になると鋼管杭は徐々に上方に抜は
出して行く。一般に、鋼管杭の表面と地盤との間では初
期摩擦が大きく、−変調管抗が動くと摩擦力は急激に低
下するので、その後は、抜は出しによる液密室の容積層
に応じて圧液を補給してやれば、比較的低い圧力で抜き
出しを継続することができる。抜は出しが進行すると、
摩擦力はクレーン等で吊上げて回収できるように低下す
る。
When high-pressure liquid is supplied to the liquid-tight chamber formed in the steel pipe pile, the liquid pressure inside the liquid-tight chamber increases, and upward pressure is applied to the lid at the top of the steel pipe pile. When this pressure becomes greater than the frictional force between the surface of the steel pipe pile and the ground, the steel pipe pile gradually moves upward. Generally, the initial friction between the surface of the steel pipe pile and the ground is large, and as the modulating pipe pile moves, the frictional force decreases rapidly. If it is replenished, extraction can be continued at a relatively low pressure. As the extraction progresses,
The frictional force decreases so that it can be lifted and recovered using a crane or the like.

〔実施例〕〔Example〕

以下、図面を参照してこの発明の詳細な説明する。 Hereinafter, the present invention will be described in detail with reference to the drawings.

第1図は、この発明の一実施例で使用される鋼管杭抜出
装置の構成を示す説明図であり、地盤1に打設された鋼
管杭2の頭頂部に蓋3が取付けられていて、この蓋3と
高圧液発生装置4とが高圧液供給管5を介して接続され
ている。
FIG. 1 is an explanatory diagram showing the configuration of a steel pipe pile extraction device used in an embodiment of the present invention, in which a lid 3 is attached to the top of a steel pipe pile 2 driven into the ground 1. , this lid 3 and a high pressure liquid generator 4 are connected via a high pressure liquid supply pipe 5.

高圧液供給装置4は、この実施例では、電動機6で駆動
される高圧ポンプ7、高圧弁8、安全弁9、および圧力
計10からなり、電動機6で高圧ポンプ7を駆動して高
圧液を発生させ、高圧弁8を開くことにより高圧液を高
圧液供給管5に送出する。
In this embodiment, the high-pressure liquid supply device 4 includes a high-pressure pump 7 driven by an electric motor 6, a high-pressure valve 8, a safety valve 9, and a pressure gauge 10. The electric motor 6 drives the high-pressure pump 7 to generate high-pressure liquid. Then, by opening the high pressure valve 8, the high pressure liquid is delivered to the high pressure liquid supply pipe 5.

蓋3は、上部に排気弁11および高圧液供給管5を接続
するための接続金具12、両側部に吊手13を備えてお
り、接合部14が鋼管杭2と溶接で固着されていて、鋼
管杭2の頭頂部に液密室15を形成している。なお接合
部14の取付けには、必要な強度と液密性が得られる他
の方法を用いても差支えない。
The lid 3 has a connecting fitting 12 for connecting an exhaust valve 11 and a high-pressure liquid supply pipe 5 on the upper part, and hangers 13 on both sides, and a joint part 14 is fixed to the steel pipe pile 2 by welding. A liquid-tight chamber 15 is formed at the top of the steel pipe pile 2. Note that the joint portion 14 may be attached using any other method that provides the necessary strength and liquid tightness.

高圧液供給管5は鋼管杭の抜は出しに追随するために高
圧ホース等の可撓性あるものを使用するのが望ましい。
As the high pressure liquid supply pipe 5, it is desirable to use a flexible pipe such as a high pressure hose in order to follow the removal of the steel pipe pile.

いま、高圧ポンプ7を駆動し、高圧弁8を開(と、高圧
液が高圧供給管5から液密室15へ入る。
Now, the high-pressure pump 7 is driven and the high-pressure valve 8 is opened (and high-pressure liquid enters the liquid-tight chamber 15 from the high-pressure supply pipe 5).

当初液密室15が高圧液で満たされるまでは、排気弁1
1を開いて内部の空気を大気中に排出させ、液密室内が
完全に高圧液でみたされ、余分の空気が存在しなくなれ
ば排気弁11を閉じる。
Initially, until the liquid-tight chamber 15 is filled with high-pressure liquid, the exhaust valve 1
1 is opened to discharge the internal air to the atmosphere, and when the liquid-tight chamber is completely filled with high-pressure liquid and there is no excess air, the exhaust valve 11 is closed.

液密室15が高圧液に満たされると、M3には上向きの
静液圧が加わり、上方に押上げられる。
When the liquid-tight chamber 15 is filled with high-pressure liquid, upward static pressure is applied to M3 and it is pushed upward.

高圧液は、高圧ポンプ7から連続的に供給されるので鋼
管杭2の表面と地盤1との間の摩擦力以上に高圧液によ
る加圧力が上昇すると鋼管杭2は上方に抜は出して行く
The high-pressure liquid is continuously supplied from the high-pressure pump 7, so when the pressure applied by the high-pressure liquid increases beyond the frictional force between the surface of the steel pipe pile 2 and the ground 1, the steel pipe pile 2 moves upward. .

ここで、液密室内は空気を抜いであるので、鋼管杭2が
抜は出しを開始し、初期摩擦が急激に減少しても、鋼管
杭2が急に抜けて飛出すおそれはない。
Here, since air is removed from the liquid-tight chamber, even if the steel pipe pile 2 starts to pull out and the initial friction decreases rapidly, there is no fear that the steel pipe pile 2 will suddenly come out and fly out.

ある程度法は出しが進行し、摩擦力が十分に小さくなれ
ば、クレーン等で吊上げて能率的に回収する。
Once the material has been released to a certain extent and the frictional force becomes sufficiently small, it can be lifted up with a crane or the like and recovered efficiently.

地盤1の状況によっては、鋼管杭2の内壁から液密室1
5内の高圧液が地中へ散逸することがあるが、この場合
は、圧力計10の指針を監視し、高圧ポンプ7からの吐
出量を増大させるように高圧弁8を制御する。また、地
盤1が非常に軟弱な場合には、液密室15内の地盤が沈
下したり、あるいは高圧液の地中への浸透が激しく、液
密室15内の圧力を確保するのが困難なときがある。こ
のときには、第2図に示すように、液密室15の底面1
6を保護するため、ゴムシート17等を敷くか、あるい
は、底面にベントナイト等を混入しておいて地盤の透水
性を小さぐして、圧力低下を防止する。高圧液には、通
常圧力水が用いられるが、透水性が大きい地盤では、ベ
ントナイト液を使用すると好都合である。
Depending on the condition of the ground 1, the liquid-tight chamber 1 may be leaked from the inner wall of the steel pipe pile 2.
The high-pressure liquid in the high-pressure pump 5 may dissipate into the ground, but in this case, the pointer of the pressure gauge 10 is monitored and the high-pressure valve 8 is controlled to increase the discharge amount from the high-pressure pump 7. In addition, if the ground 1 is very soft, the ground in the liquid-tight chamber 15 may sink, or the high-pressure liquid may seep into the ground rapidly, making it difficult to maintain the pressure in the liquid-tight chamber 15. There is. At this time, as shown in FIG.
In order to protect the base 6, a rubber sheet 17 or the like is laid down, or bentonite or the like is mixed into the bottom to reduce the water permeability of the ground and prevent a pressure drop. Pressure water is usually used as the high-pressure liquid, but it is convenient to use bentonite liquid in ground with high permeability.

鋼管杭2の打設されている地盤1の足場が悪い時には、
高圧液供給管5を長くして遠隔操作することも可能であ
り、また、海中の鋼管杭2を船上に設置した高圧水発生
装置4と長い高圧水供給管5で接続して抜くこともでき
る。
When the footing of the ground 1 where the steel pipe pile 2 is driven is poor,
It is also possible to make the high-pressure liquid supply pipe 5 long and perform remote control, and it is also possible to connect the underwater steel pipe pile 2 to the high-pressure water generator 4 installed on board the ship with a long high-pressure water supply pipe 5 and extract it. .

〔発明の効果〕〔Effect of the invention〕

上述の如く、この発明によれば、簡単な装置を用いて如
何なる場所においても容易に鋼管杭を抜き出すことが可
能であり、鋼管杭の回収作業を安全かつ能率的に行うこ
とができる。従って、非常に安いコストで鋼管杭を回収
し、再使用することができるため極めて経済的である。
As described above, according to the present invention, a steel pipe pile can be easily extracted from any location using a simple device, and the steel pipe pile recovery work can be carried out safely and efficiently. Therefore, the steel pipe piles can be recovered and reused at a very low cost, making it extremely economical.

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

第1図は、この発明の一実施例で使用される鋼管杭抜出
装置の構成を示す説明図、第2図は、液密室の底面保護
の方法を示す説明図である。 図中、1は地盤、2は鋼管杭、3は蓋、4は高王水発生
装置、5は高圧液供給管、15は液密室である。 特許出願人  古河鉱業株式会社 小山内 裕
FIG. 1 is an explanatory diagram showing the configuration of a steel pipe pile extraction device used in an embodiment of the present invention, and FIG. 2 is an explanatory diagram showing a method for protecting the bottom of a liquid-tight chamber. In the figure, 1 is the ground, 2 is a steel pipe pile, 3 is a lid, 4 is a high aqua regia generator, 5 is a high-pressure liquid supply pipe, and 15 is a liquid-tight chamber. Patent applicant: Yutaka Oyamauchi, Furukawa Mining Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] (1)打設された鋼管杭の頭頂部に蓋を取付けて液密室
を形成し、該液密室に高圧液を供給して加圧することに
より鋼管杭を抜き出す方法。
(1) A method of attaching a lid to the top of a driven steel pipe pile to form a liquid-tight chamber, and extracting the steel pipe pile by supplying high-pressure liquid to the liquid-tight chamber and pressurizing it.
(2)打設された鋼管杭の頭頂部に取付けて液密室を形
成する蓋と、高圧液発生装置とを高圧液供給管を介して
接続した鋼管杭抜出装置。
(2) A steel pipe pile extraction device in which a lid attached to the top of a driven steel pipe pile to form a liquid-tight chamber and a high-pressure liquid generator are connected via a high-pressure liquid supply pipe.
JP20348584A 1984-09-28 1984-09-28 Method and device of pulling off steel pipe pile Pending JPS6183720A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20348584A JPS6183720A (en) 1984-09-28 1984-09-28 Method and device of pulling off steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20348584A JPS6183720A (en) 1984-09-28 1984-09-28 Method and device of pulling off steel pipe pile

Publications (1)

Publication Number Publication Date
JPS6183720A true JPS6183720A (en) 1986-04-28

Family

ID=16474933

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20348584A Pending JPS6183720A (en) 1984-09-28 1984-09-28 Method and device of pulling off steel pipe pile

Country Status (1)

Country Link
JP (1) JPS6183720A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2450339A (en) * 2007-06-19 2008-12-24 Nuttall Ltd Edmund Removing hollow piles from the ground using fluid pressure
JP2016050457A (en) * 2014-09-02 2016-04-11 株式会社大林組 Method of pulling out existing pile
CN109763489A (en) * 2019-02-18 2019-05-17 杭州昂创科技有限公司 The all casing high pressure water vapor injections of stake lubricate pile-pulling construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5421648A (en) * 1977-07-18 1979-02-19 Daikin Ind Ltd Automatic expansion valve for refrigerator

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5421648A (en) * 1977-07-18 1979-02-19 Daikin Ind Ltd Automatic expansion valve for refrigerator

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2450339A (en) * 2007-06-19 2008-12-24 Nuttall Ltd Edmund Removing hollow piles from the ground using fluid pressure
JP2016050457A (en) * 2014-09-02 2016-04-11 株式会社大林組 Method of pulling out existing pile
CN109763489A (en) * 2019-02-18 2019-05-17 杭州昂创科技有限公司 The all casing high pressure water vapor injections of stake lubricate pile-pulling construction method

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