JP3198598B2 - How to pull out steel members buried underground - Google Patents

How to pull out steel members buried underground

Info

Publication number
JP3198598B2
JP3198598B2 JP08549892A JP8549892A JP3198598B2 JP 3198598 B2 JP3198598 B2 JP 3198598B2 JP 08549892 A JP08549892 A JP 08549892A JP 8549892 A JP8549892 A JP 8549892A JP 3198598 B2 JP3198598 B2 JP 3198598B2
Authority
JP
Japan
Prior art keywords
steel member
ground
steel
pile
steel pipe
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 - Fee Related
Application number
JP08549892A
Other languages
Japanese (ja)
Other versions
JPH05287741A (en
Inventor
武 川地
義明 山口
哲 小保根
勇 黒島
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP08549892A priority Critical patent/JP3198598B2/en
Publication of JPH05287741A publication Critical patent/JPH05287741A/en
Application granted granted Critical
Publication of JP3198598B2 publication Critical patent/JP3198598B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (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】この発明は、地中に埋設されてい
る鋼管杭や型鋼あるいは鋼矢板などの鋼部材をその長手
方向に引き抜く方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for pulling out a steel member such as a steel pipe pile, a mold steel or a steel sheet pile buried underground in the longitudinal direction.

【0002】[0002]

【従来の技術】市街地の再開発などでは、既設の建築物
を取り壊して別の建築物を新設する工事がよく行われる
が、この種の工事に伴って、地中に埋設されている不用
な鋼管杭などを引き抜いて撤去する必要が生じることが
ある。長期間埋設されていた鋼管杭は周辺の地盤との結
合力が非常に強く、引き抜きが容易でないことが多い。
一般にはプーラやクレーンなどの重機を使用して既設杭
を引き抜くのであるが、単純に引っ張っただけでは抜け
ない杭が多いし、また引き抜き時に杭の周辺の地盤を広
範囲に荒らさないように配慮する必要もある。
2. Description of the Related Art In redevelopment of an urban area, it is common to break down an existing building and construct a new building. However, with this kind of construction, unnecessary work buried in the ground is required. It may be necessary to pull out steel pipe piles and remove them. Steel pipe piles that have been buried for a long time have a very strong bonding force with the surrounding ground, and are often not easily pulled out.
Generally, existing piles are pulled out using heavy equipment such as pullers and cranes.However, there are many piles that cannot be pulled out simply by simply pulling them. You also need.

【0003】そこで従来から、既設杭をできるだけ円滑
に引き抜くことができるように、前処理として杭周辺の
地盤を掘削して、杭と地盤との結合を断つあるいは弱
め、その上で杭を引き抜くという手順をとることも多
い。このように既設の杭周囲の地盤を掘削するために、
例えば特公昭56−31415号公報や実開昭63−4
5849号公報に開示されているような装置が開発され
ている。これらの装置はいずれもクローラクレーンなど
の大規模な装置に取り付けられ、既設杭に沿って降下し
ながら杭周囲の地盤を掘削するように構成されている。
[0003] Conventionally, the ground around the pile is excavated as a pretreatment, the connection between the pile and the ground is cut or weakened, and the pile is then pulled out so that the existing pile can be pulled out as smoothly as possible. I often take steps. In order to excavate the ground around the existing pile,
For example, Japanese Patent Publication No. 56-31415 and Japanese Utility Model Laid-Open No. 63-4
An apparatus as disclosed in Japanese Patent No. 5849 has been developed. Each of these devices is attached to a large-scale device such as a crawler crane, and is configured to excavate the ground around the pile while descending along the existing pile.

【0004】[0004]

【発明が解決しようとする課題】前述のように杭周囲の
地盤を掘削してから引き抜くようにすれば、周辺の地盤
をそれほど荒らさずに比較的小さな力で杭を引き抜くこ
とができる。しかし、杭周囲の掘削という前処理作業が
非常に面倒だという問題があった。クレーンのような大
規模な支持装置を準備してセッティングする必要がある
し、掘削装置を既設杭に取り付けてまた取り外すという
作業も面倒で時間がかかる。
As described above, if the ground around the pile is excavated and then pulled out, the pile can be pulled out with a relatively small force without making the surrounding ground so rough. However, there was a problem that the pre-processing work of excavating around the pile was very troublesome. It is necessary to prepare and set up a large-scale support device such as a crane, and the work of attaching and removing the excavator to and from the existing pile is troublesome and time-consuming.

【0005】この発明は前述した従来の問題点に鑑みな
されたもので、その目的は、簡単に実施することができ
る構成でありながら、鋼部材と地盤との結合を弱めて引
き抜き時の対地摩擦力を低減し、地中に埋設されている
鋼管杭などの鋼部材を小さな力で引き抜くことができる
方法を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and has as its object to reduce the friction between the steel member and the ground by pulling out the ground while weakening the connection between the steel member and the ground, while having a configuration that can be easily implemented. It is an object of the present invention to provide a method capable of reducing a force and pulling out a steel member such as a steel pipe pile buried underground with a small force.

【0006】[0006]

【課題を解決するための手段】そこでこの発明では、地
中に埋設されている複数の鋼部材を引き抜く方法であっ
て、いずれかの鋼部材をまず引き抜き対象として負極に
接続するとともに当該鋼部材の近傍に埋設されている他
の鋼部材を正極に接続して直流電圧を印加した後、他の
鋼部材を引き抜き対象として負極に接続するとともに当
該鋼部材を正極に接続して直流電圧を印加し、地中に含
まれる電解質溶液を媒介として電気分解を生じさせて前
記鋼部材の周辺に水素ガスを発生させ、これによって前
記鋼部材の引き抜きに対する地盤の摩擦力を低減させた
後、前記鋼部材をその長手方向に引き抜くようにした。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a method for extracting a plurality of steel members buried underground, wherein any one of the steel members is first connected to a negative electrode as an object to be extracted, and the steel member is connected to the negative electrode. after applying a DC voltage to other steel members are embedded by connecting the positive electrode in the vicinity of, a DC voltage is applied by connecting the steel member in the positive electrode as well as connected to the negative electrode as a target pull the other steel member Then, electrolysis is caused by the electrolyte solution contained in the ground to generate hydrogen gas around the steel member, thereby reducing the frictional force of the ground against pulling out the steel member. The member was pulled out in its longitudinal direction.

【0007】[0007]

【作用】通常の条件の地盤であれば相当量の水分を含ん
でおり、また多くの電解質を含んでいる。したがって地
盤に2つの電極を挿入して直流電圧を印加すると、地中
の電解質溶液を媒介として電極間で電気分解反応が生
じ、負極側に水素ガスが発生する。これと同じ現象が
極となる鋼部材と正極となる他の鋼部材との間で起き、
引き抜き対象である鋼部材の表面から水素ガスが発生す
る。このガス発生時におけるガス体積の膨張もあって、
鋼部材の表面と地盤とが剥離し、結合力が大幅に低下す
る。また電気浸透現象によって地中の水分が負極鋼
側に集り、引き抜き対象である鋼部材のまわりの地盤
が柔らかくなる効果も生じる。その結果、鋼部材の引き
抜きに対する地盤との摩擦力(対地摩擦力)が非常に小
さくなる。その後、鋼部材を引き抜けば、引き抜きに要
する力は小さくてすむ。
The ground under normal conditions contains a considerable amount of water and contains a large amount of electrolyte. Therefore, when two electrodes are inserted into the ground and a DC voltage is applied, an electrolysis reaction occurs between the electrodes via the underground electrolyte solution, and hydrogen gas is generated on the negative electrode side. The same phenomenon is negative
Occurs between the steel member to be the pole and the other steel member to be the positive electrode ,
Hydrogen gas is generated from the surface of the steel member to be extracted . I expansion More of the gas volume at the time of the gas generator,
The surface of the steel member and the ground are separated, and the bonding force is significantly reduced. The Ri underground water by electroosmotic phenomenon collector or the negative Gokuhagane member <br/> side, also caused soil is softened effect around the steel member is a pull-out target. As a result, the frictional force (ground frictional force) between the steel member and the ground when the steel member is pulled out is extremely small. Thereafter, if the steel member is pulled out, the force required for pulling out is small.

【0008】[0008]

【実施例】丸鋼管、角鋼管、H型鋼などの杭の引き抜き
作業に本発明を適用するのが好適であるが、鋼矢板など
の板状の部材の引き抜きにも本発明を適用することがで
きる。一般的な現場では、複数の鋼管杭が適当な間隔で
埋設されているので、ある鋼管杭を引き抜くに際してそ
れにもっとも近い別の鋼管杭を正極とす。そのような
実施例を図1に示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Although the present invention is preferably applied to a work of pulling out a pile such as a round steel pipe, a square steel pipe, and an H-shaped steel, the present invention is also applicable to a work of drawing a plate-like member such as a steel sheet pile. I can . In one general field, since a plurality of steel pipe piles are embedded at appropriate intervals, it shall be the cathode another steel pipe pile closest to it during withdrawal of the some steel pipe pile. Such an embodiment is shown in FIG.

【0009】図1に示すように、地盤1に2本の鋼管杭
2と3が埋設されている。直流電源4を用意し、一方の
鋼管杭2を電源4の負極に接続し(この杭2がまず引き
抜き対象である)、他方の鋼管杭3を電源4の正極に接
続し、両極間の地盤に直流電流を流す。その際に印加す
る直流電圧、電流あるいは通電時間の適正値は、杭2と
3間の間隔、杭の長さや径、地盤の水分および電解質含
有量などによって定められる。
As shown in FIG. 1, two steel pipe piles 2 and 3 are buried in a ground 1. A DC power supply 4 is prepared, one steel pipe pile 2 is connected to the negative electrode of the power supply 4 (this pile 2 is the object to be drawn first), the other steel pipe pile 3 is connected to the positive electrode of the power supply 4, and the ground between the two poles is connected. DC current to Appropriate values of the DC voltage, current, or energization time applied at that time are determined by the distance between the piles 2 and 3, the length and diameter of the pile, the moisture content of the ground, and the electrolyte content, and the like.

【0010】鋼管杭2と3との間に直流電流を流すこと
により、負極の鋼管杭2の表面から水素ガスが発生し
て、そのガス膨張作用などで鋼管杭2と地盤1との結合
力が大幅に小さくなる。その状態でクレーンなどを用い
て鋼管杭2を引き抜くと、引き抜きに必要な力は小さく
てすみ、引き抜きによる周辺地盤の荒れも少なくなる。
また、通電による電気浸透現象で地中の水分が負極の鋼
管杭2側に集るので、杭2のまわりの地盤が柔らかくな
り、前記の効果がさらに高まる。
When a direct current is passed between the steel pipe piles 2 and 3, hydrogen gas is generated from the surface of the negative steel pipe pile 2 and the bonding force between the steel pipe pile 2 and the ground 1 due to its gas expansion action. Is significantly reduced. When the steel pipe pile 2 is pulled out using a crane or the like in this state, the force required for pulling out is small, and the roughness of the surrounding ground due to pulling out is reduced.
In addition, since the water in the ground collects on the steel pipe pile 2 side of the negative electrode due to the electroosmosis phenomenon due to energization, the ground around the pile 2 is softened, and the above effect is further enhanced.

【0011】[0011]

【発明の効果】以上詳細に説明したように、この発明で
は、他の電極を地中に挿入する作業を要することなく、
地中に埋設されている複数の鋼部材のうち引き抜き対象
であるいずれかの鋼部材を負極とし、当該鋼部材の近傍
に埋設されている他の鋼部材を正極として直流電流を流
すというきわめて簡単な前処理作業で、地盤と鋼部材と
の結合を弱め、鋼部材の引き抜きに対する地盤の摩擦力
を大幅に低減することができる。このように簡単に実施
できる構成でありながら、鋼部材の引き抜き作業が比較
的小さな力で容易に行うことができるようになるととも
に、引き抜き時に周辺の地盤をそれほど荒らさなくてす
むようになる。
As described in detail above, according to the present invention, there is no need to insert another electrode into the ground,
Extraction target among multiple steel members buried underground
Vicinity of one of the steel member as a negative electrode, the steel member is
Other steel members are embedded in a very simple pretreatment task of passing a direct current as a positive electrode, weaken the bond between the soil and the steel member, to greatly reduce the frictional force of the ground for the withdrawal of the steel member be able to. With such a configuration that can be easily implemented, the work of pulling out the steel member can be easily performed with relatively small force, and the surrounding ground does not need to be so roughened at the time of pulling out.

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

【図1】この発明の一実施例による鋼管杭の引き抜き前
処理作業の状態を示す概略図である。
FIG. 1 is a schematic view showing a state of a pre-pulling-out operation of a steel pipe pile according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 地盤 2 鋼管杭(引き抜き対象) 3 鋼管杭(正極) 4 直流電源 1 Ground 2 Steel pipe pile (to be pulled out) 3 Steel pipe pile (positive electrode) 4 DC power supply

───────────────────────────────────────────────────── フロントページの続き (72)発明者 黒島 勇 東京都千代田区神田司町2丁目3番地 株式会社大林組東京本社内 (56)参考文献 特開 昭59−192129(JP,A) 特開 昭54−31902(JP,A) 特開 昭53−87504(JP,A) 特開 昭53−67903(JP,A) 特開 昭48−11807(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 9/02 E02D 11/00 ────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Isamu Kuroshima 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (56) References JP-A-59-192129 (JP, A) JP-A Sho 54-31902 (JP, A) JP-A-53-87504 (JP, A) JP-A-53-67903 (JP, A) JP-A-48-11807 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 9/02 E02D 11/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地中に埋設されている複数の鋼部材を引
き抜く方法であって、いずれかの鋼部材をまず引き抜き
対象として負極に接続するとともに当該鋼部材の近傍に
埋設されている他の鋼部材を正極に接続して直流電圧を
印加した後、他の鋼部材を引き抜き対象として負極に接
続するとともに当該鋼部材を正極に接続して直流電圧を
印加し、地中に含まれる電解質溶液を媒介として電気分
解を生じさせて前記鋼部材の周辺に水素ガスを発生さ
せ、これによって前記鋼部材の引き抜きに対する地盤の
摩擦力を低減させた後、前記鋼部材をその長手方向に引
き抜くことを特徴とする地中に埋設されている鋼部材を
引き抜く方法。
1. A method for extracting a plurality of steel members embedded in the ground, wherein one of the steel members is first connected to a negative electrode as an object to be extracted, and another steel member embedded in the vicinity of the steel member. after the steel member by applying a DC voltage by connecting the positive electrode, and connecting the steel member to the positive electrode by applying a DC voltage as well as connected to the negative electrode as a target pull the other steel member, the electrolyte solution contained in the ground Generating hydrogen gas in the vicinity of the steel member by causing electrolysis through the medium, thereby reducing the frictional force of the ground against the pulling out of the steel member, and then pulling out the steel member in its longitudinal direction. A method of extracting a steel member buried underground.
JP08549892A 1992-04-07 1992-04-07 How to pull out steel members buried underground Expired - Fee Related JP3198598B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08549892A JP3198598B2 (en) 1992-04-07 1992-04-07 How to pull out steel members buried underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08549892A JP3198598B2 (en) 1992-04-07 1992-04-07 How to pull out steel members buried underground

Publications (2)

Publication Number Publication Date
JPH05287741A JPH05287741A (en) 1993-11-02
JP3198598B2 true JP3198598B2 (en) 2001-08-13

Family

ID=13860603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08549892A Expired - Fee Related JP3198598B2 (en) 1992-04-07 1992-04-07 How to pull out steel members buried underground

Country Status (1)

Country Link
JP (1) JP3198598B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012214980A (en) * 2011-03-31 2012-11-08 Ohbayashi Corp Construction method for underground wall and extraction method for core material of the underground wall
JP2012214979A (en) * 2011-03-31 2012-11-08 Ohbayashi Corp Extraction method for steel underground wall
WO2022097194A1 (en) * 2020-11-04 2022-05-12 日本電信電話株式会社 Structure management system

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04185812A (en) * 1990-11-21 1992-07-02 Ohbayashi Corp Drawing of locking pipe
JP6898125B2 (en) * 2016-03-29 2021-07-07 前田建設工業株式会社 How to build an underground wall
JP7241495B2 (en) * 2018-09-18 2023-03-17 前田建設工業株式会社 Underground friction cut construction method, underground friction cut construction device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012214980A (en) * 2011-03-31 2012-11-08 Ohbayashi Corp Construction method for underground wall and extraction method for core material of the underground wall
JP2012214979A (en) * 2011-03-31 2012-11-08 Ohbayashi Corp Extraction method for steel underground wall
WO2022097194A1 (en) * 2020-11-04 2022-05-12 日本電信電話株式会社 Structure management system
JPWO2022097194A1 (en) * 2020-11-04 2022-05-12

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