JPS5950815B2 - How to remove columnar underground obstacles - Google Patents

How to remove columnar underground obstacles

Info

Publication number
JPS5950815B2
JPS5950815B2 JP5705777A JP5705777A JPS5950815B2 JP S5950815 B2 JPS5950815 B2 JP S5950815B2 JP 5705777 A JP5705777 A JP 5705777A JP 5705777 A JP5705777 A JP 5705777A JP S5950815 B2 JPS5950815 B2 JP S5950815B2
Authority
JP
Japan
Prior art keywords
columnar underground
existing
ground
piles
remove
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
JP5705777A
Other languages
Japanese (ja)
Other versions
JPS53144107A (en
Inventor
修 入江
公順 浅見
舜太郎 志賀
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.)
OOBAYASHIGUMI KK
RYOBI KISO KK
Original Assignee
OOBAYASHIGUMI KK
RYOBI KISO KK
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 OOBAYASHIGUMI KK, RYOBI KISO KK filed Critical OOBAYASHIGUMI KK
Priority to JP5705777A priority Critical patent/JPS5950815B2/en
Publication of JPS53144107A publication Critical patent/JPS53144107A/en
Publication of JPS5950815B2 publication Critical patent/JPS5950815B2/en
Expired legal-status Critical Current

Links

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 本発明は、大容量アースオーガを使用する既存コンクリ
ート柱の除去方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for removing existing concrete columns using a high capacity earth auger.

従来は、既存の基礎コンクリート杭の除去方法として、
ワイヤーをかけて直接引き抜く方法、バイブロハンマー
を使用する方法、逆打デーゼルハンマーを使用する方法
、油圧引き抜き機を使用する方法、ジェット水流を利用
する方法及び既存杭の周りにアースオーガで数ケ所堀り
既存杭を引き抜く方法があるが、これらの方法では、既
存のコンクリート杭の周辺の地盤をいためたり、長い杭
やまさつ力の大なる地盤で杭の引抜きが困難であつた為
に、施工能率が悪く杭の撤去に時間がかがる等の欠点が
あった。
Conventionally, as a method for removing existing foundation concrete piles,
Methods of pulling out directly by hooking a wire, using a vibro hammer, using a reverse diesel hammer, using a hydraulic puller, using a water jet, and digging several holes around the existing pile with an earth auger. There are methods to pull out the existing concrete piles, but these methods damage the ground around the existing concrete piles, and it is difficult to pull out the piles in long piles or in the ground where the ground is subject to a large amount of force, resulting in poor construction efficiency. There were disadvantages such as poor performance and the time it took to remove the piles.

そして、上記の方法で簡単に既存のコンクリート杭が撤
去できない場合は、新築工事の杭を設計変更したり、既
存杭を抜けないまま建築物の地上部分の根切を行い、そ
の根切の各段階に従って寸刻みに杭を切断する様な手段
を採っているのが現状である。
If the existing concrete piles cannot be easily removed using the above method, the design of the piles for new construction work may be changed, or the roots of the above-ground portion of the building may be cut without going through the existing piles. The current method is to cut the piles into pieces according to the stages.

本発明は、上記のような欠点を除去し、どのような長い
コンクリート杭でも、また、どのような地盤においても
容易に、能率よく短期間に既存のコンクリート杭を除去
することが出来るようにしたものである。
The present invention eliminates the above-mentioned drawbacks and makes it possible to easily and efficiently remove existing concrete piles in any long concrete pile and in any ground in a short period of time. It is something.

以下本発明における実施例を添付図面によって詳述する
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第1図に示す1は既存建築物の基礎ぐい等で、既に建築
物が取除かれ、基礎ぐい等の頭部のみが地盤面に現われ
ている既存杭を示すものであり、2は前記既存ぐいより
も直径の大なるガイドケーシングとしての鋼管を示す。
1 shown in Figure 1 is a foundation pile of an existing building, and the building has already been removed, and only the head of the foundation pile is exposed on the ground surface. 2 is the foundation pile of an existing building. A steel pipe as a guide casing with a diameter larger than that of a pipe is shown.

そして3はバイブロハンマーにして、第2図に示す如く
、既存ぐいの周囲を包囲するように前記鋼管2を地中に
打込むものである。
A vibro hammer 3 is used to drive the steel pipe 2 into the ground so as to surround the existing pile, as shown in FIG.

4は大容量アースオーガにして、第3図に示す如く、地
中に打込んだ前記ガイドケーシング2をガイドとして、
超硬歯先付オーガスクリュウ5の横振れを制御し乍ら回
転せしめ、地中の既存杭を第3図に示す如く破砕する。
4 is a large-capacity earth auger, and as shown in FIG. 3, the guide casing 2 driven into the ground is used as a guide.
The auger screw 5 with a carbide tooth tip is rotated while controlling the lateral vibration, and the existing underground pile is crushed as shown in FIG. 3.

然る後、アースオーガ及びガイドケーシングを引抜き砂
質土等でもって埋戻しを施して完了する。
After that, the earth auger and guide casing are pulled out and backfilled with sandy soil, etc. to complete the process.

上述の如く本発明は、柱状地中障害物としての既存基礎
ぐい等を破砕して除去する方法に関するものであって、
既存ぐいか長いときは、当然にオーガスクリュウ5も長
くなり、このような場合に最も適した除去方法である。
As mentioned above, the present invention relates to a method for crushing and removing existing foundation piles and the like as columnar underground obstacles,
Naturally, if the existing shaft is long, the auger screw 5 will also be long, and this is the most suitable removal method in such a case.

即ち、長い柱状地中障害物1を長いオーガスクリュウ5
が回転し乍ら破砕する場合、その剛性不足と横振れとが
破砕力の低下を招く。
That is, a long columnar underground obstacle 1 is connected to a long auger screw 5.
When the blade fractures while rotating, its insufficient rigidity and lateral vibration result in a decrease in crushing force.

そこでこの長いオーガスクリュウ5の横振れを、ガイド
ケーシング2でもって防止することにより、剛性の不足
を補い破砕力を維持せしめることができる利点がある。
Therefore, by preventing the lateral vibration of the long auger screw 5 using the guide casing 2, there is an advantage that the lack of rigidity can be compensated for and the crushing force can be maintained.

上述の如く、アースオーガスクリュウ5のガイドケーシ
ング2としては、鋼管が適しているが、必ずしも鋼管に
限るものでない。
As mentioned above, a steel pipe is suitable for the guide casing 2 of the earth auger screw 5, but it is not necessarily limited to a steel pipe.

尚本発明を実施するときは、柱状地中障害物を破砕した
後、ガイドケーシング2を設置した状態で埋戻しをなし
、バイブロハンマー3等でもってガイドケーシング2を
引抜くことにより、埋戻し土壌を成る程度締め固めをす
る利点も生じる。
When carrying out the present invention, after crushing the columnar underground obstruction, backfilling is performed with the guide casing 2 installed, and by pulling out the guide casing 2 with a vibro hammer 3 or the like, the backfilling soil is removed. There is also the advantage of compaction to a certain extent.

斯くの如く柱状地中障害物を破砕し埋戻して、撤去した
と同様の効果を得るのである。
In this way, the same effect as that obtained by crushing and backfilling columnar underground obstacles and removing them can be obtained.

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

第1図は本発明に係る柱状地中障害物の撤去方法の実施
準備状態側面図、第2図はガイドケーシングを打込んだ
図、第3図はオーガスクリュウを回転せしめる図にして
、第4図は柱状地中障害物を破砕した図。 1=柱状地中障害物、2=ガイドケーシング、3−バイ
ブロハンマー、4−アースオーガ、5=オーガスクリユ
ウ。
Fig. 1 is a side view of the method of removing columnar underground obstacles according to the present invention in preparation for implementation, Fig. 2 is a view with the guide casing driven in, Fig. 3 is a view of the auger screw being rotated, and Fig. The figure shows a fractured columnar underground obstacle. 1 = columnar underground obstacle, 2 = guide casing, 3 - vibro hammer, 4 - earth auger, 5 = auger screw.

Claims (1)

【特許請求の範囲】 1 柱状地中障害物1を囲むように鋼材2を地中に打込
み、然る後にアースオーガ掘削機4でもって前記柱状地
中障害物1を破砕する柱状地中障害物の撤去方法。 2 障害物1よりも直径の大きな鋼管2を地中に打込む
第1項記載の柱状地中障害物の撤去方法。
[Scope of Claims] 1. A columnar underground obstacle in which a steel material 2 is driven into the ground so as to surround the columnar underground obstacle 1, and then the columnar underground obstacle 1 is crushed with an earth auger excavator 4. How to remove. 2. The method for removing a columnar underground obstacle according to paragraph 1, in which a steel pipe 2 having a larger diameter than the obstacle 1 is driven into the ground.
JP5705777A 1977-05-19 1977-05-19 How to remove columnar underground obstacles Expired JPS5950815B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5705777A JPS5950815B2 (en) 1977-05-19 1977-05-19 How to remove columnar underground obstacles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5705777A JPS5950815B2 (en) 1977-05-19 1977-05-19 How to remove columnar underground obstacles

Publications (2)

Publication Number Publication Date
JPS53144107A JPS53144107A (en) 1978-12-15
JPS5950815B2 true JPS5950815B2 (en) 1984-12-11

Family

ID=13044808

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5705777A Expired JPS5950815B2 (en) 1977-05-19 1977-05-19 How to remove columnar underground obstacles

Country Status (1)

Country Link
JP (1) JPS5950815B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0539926Y2 (en) * 1986-08-25 1993-10-12

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0539926Y2 (en) * 1986-08-25 1993-10-12

Also Published As

Publication number Publication date
JPS53144107A (en) 1978-12-15

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