JPS61250230A - Method and apparatus for breaking prefabricated concrete pile - Google Patents

Method and apparatus for breaking prefabricated concrete pile

Info

Publication number
JPS61250230A
JPS61250230A JP9095485A JP9095485A JPS61250230A JP S61250230 A JPS61250230 A JP S61250230A JP 9095485 A JP9095485 A JP 9095485A JP 9095485 A JP9095485 A JP 9095485A JP S61250230 A JPS61250230 A JP S61250230A
Authority
JP
Japan
Prior art keywords
pile
tip
crusher
breaker
defective
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.)
Granted
Application number
JP9095485A
Other languages
Japanese (ja)
Other versions
JPH0480166B2 (en
Inventor
Yukihiko Kani
可児 幸彦
Keiji Kamuro
家室 恵史
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries 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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP9095485A priority Critical patent/JPS61250230A/en
Publication of JPS61250230A publication Critical patent/JPS61250230A/en
Publication of JPH0480166B2 publication Critical patent/JPH0480166B2/ja
Granted 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

Abstract

PURPOSE:To easily remove defective piles by a method in which a breaker whose tip is attached to the lower end of its stirring rod is penetrated into the hollow of a defective pile to break and stir concrete, and reinforcing bars, etc., are removed. CONSTITUTION:The tip 2 of breaker, consisting of a claw 2a for crushing a pile and a penetration guide for the hollow the pile, is provided to the lower end of a stirring rod 1 with a stirring blade 1a to form a breaker A. The tip 2 of the breaker is set on the head of a defective concrete pile B, and the pile B is broken by the claw 2a while guiding the center of the pile with the guide 2b, and the broken pieces are stirred by the rod 1. The breaker A is pulled up after being advanced to the tip of the pile, and cement milk is injected from a discharge port 2c when pulling up the breaker A as needed. Reinforcing bars, PC steel wires, etc., entangled with the stirring blade 1a, etc., are cut off by gas for removal.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は杭の埋込み工法において既製杭が高止まったシ
、回転埋設工法でねじれ破懐を生ずる等の不良杭を生じ
た場合にこれを取除くための既製コンクリート杭の破砕
工法とその装置に関するものである。
[Detailed description of the invention] Industrial field of application The present invention is used to remove defective piles such as piles that remain high in the pile embedding method, or twisted and broken piles in the rotary embedding method. This article concerns a method for crushing ready-made concrete piles and its equipment.

従来の技術 従来、杭の埋込み工法等において杭の高止まシ、杭のね
じれ破壊等施工後に発生した不良杭の装置は、設計変更
による杭芯位置変更または不良杭の引き抜き等によって
行なわれていた。
Conventional technology In the past, defective piles that occurred after construction, such as pile embedding, etc., due to pile embedding, pile twisting, etc., were fixed by changing the pile core position due to design changes or by pulling out defective piles. .

発明が解決しようとする問題点 上記従来法はいずれも多大な経費と労力を必要とする大
がかシな作業であつ九。
Problems to be Solved by the Invention All of the above conventional methods involve extensive work that requires a great deal of expense and labor.

問題点を解決するための手段 本発明は上部に適数段の攪拌羽根を有する攪拌ロッドと
、下部に杭破砕用つめおよび杭中空進入ガイドからなる
破砕機先端部とを有する特殊の既製コンクリート杭破砕
機を用い、通常の杭打機によりネ良の既製コンクリート
を破砕するものである。
Means for Solving the Problems The present invention provides a special ready-made concrete pile having a stirring rod having an appropriate number of stages of stirring blades in the upper part, and a crusher tip part consisting of a pile crushing pawl and a pile hollow entry guide in the lower part. A crusher is used to crush Nera's ready-made concrete using a regular pile driver.

作   用 本抛明は通常の杭打機により上記既製コンクリート破砕
機を操作でき、該破砕機は杭中空進入ガイドによりネ良
杭の中空部内に進入して杭破砕用つめにより既製コンク
リートを破砕し、破片を攪拌ロッドの攪拌羽根により攪
拌するものである。
The above-mentioned ready-made concrete crusher can be operated by a normal pile driver, and the crusher enters the hollow part of the Nera pile using the pile hollow entry guide and crushes the ready-made concrete with the pile crushing pawl. , the fragments are stirred by the stirring blades of the stirring rod.

実施例 第1図は本発明の既製コンクリート破砕機の1例を示す
正面図で、攪拌羽根1aを有する攪拌ロッド1の下端に
杭破砕用つめ2aおよび杭中空進入ガイド2bからなる
破砕機先端部2が設けられる。2cは先端ミルク吐出口
、1bはビン止め孔である。
Embodiment FIG. 1 is a front view showing one example of the ready-made concrete crusher of the present invention. The tip of the crusher consists of a pile crushing pawl 2a and a pile hollow entry guide 2b at the lower end of a stirring rod 1 having a stirring blade 1a. 2 is provided. 2c is a tip milk discharge port, and 1b is a bottle fixing hole.

第2図は本発明の既製コンクリート杭破砕装置の1例を
示すもので、Aは本発明の破砕機、Bは不良コンクリー
ト杭、Cはオーガー駆動装置、Dは杭打ち機本体である
FIG. 2 shows an example of the ready-made concrete pile crushing device of the present invention, where A is the crusher of the present invention, B is a defective concrete pile, C is an auger drive device, and D is a pile driver main body.

第3図は破砕工程の順序を示すもので、に)破砕機先端
部を杭頂部にセットする。
Figure 3 shows the order of the crushing process. 2) The tip of the crusher is set on the top of the pile.

(B)  杭中空進入ガイドにより杭中心を案内しなが
ら杭体破砕用つめにより破壊する。
(B) Guide the center of the pile using the pile hollow entry guide and destroy it using the pile crushing pawl.

(q 攪拌ロッドにより破片を攪拌する。(q. Stir the debris with a stirring rod.

(ロ)杭先端まで進んだ後破砕機を引き上げる。(b) Pull up the crusher after reaching the tip of the pile.

この場合、破砕孔内壁の崩壊を防ぐため貧配合のセメン
トミルクを第1図の2Cから注入して引き上げ時に充填
することもある。
In this case, in order to prevent the inner wall of the crushing hole from collapsing, a poorly mixed cement milk may be injected from 2C in FIG. 1 to fill the hole when it is pulled up.

(ト)鉄筋、PC鋼線等が攪拌羽根等に4Iきついてい
るのでガス切断により除去する。
(g) Reinforcing bars, PC steel wires, etc. are tightly attached to stirring blades, etc., so remove them by gas cutting.

発明の効果 本発明によると不良杭の処理が大がか)な杭の引抜き処
理を必要とせずに現場において通常の杭打ち機を用いて
破砕機先端部の交換のみで作業が行えるという効果を生
ずる。
Effects of the Invention According to the present invention, it is possible to dispose of defective piles by simply replacing the tip of the crusher using an ordinary pile driver at the site without requiring extensive pile extraction. arise.

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

図面は本発明実施の1例を示すもので、第1図は要部の
正面図、tiz図は装置の概要図、第3図は工程順序の
説明図である。 図中の符号はそれぞれ下記部材を示す。 1:攪拌ロッド   2:破砕機先端部A:破砕機  
    B:不良コンクリート杭C:オーガ駆動装置 
D:杭打ち機本体5   特許出願人  日本コンクリ
ート工業株式会社矛 3Wi
The drawings show one example of carrying out the present invention, and FIG. 1 is a front view of the main parts, the tiz diagram is a schematic diagram of the apparatus, and FIG. 3 is an explanatory diagram of the process order. The symbols in the drawings indicate the following members, respectively. 1: Stirring rod 2: Crusher tip A: Crusher
B: Defective concrete pile C: Auger drive device
D: Pile driver body 5 Patent applicant: Nippon Concrete Industry Co., Ltd. Yari 3Wi

Claims (1)

【特許請求の範囲】 1、攪拌ロッドとその下端にある破砕機先端部とからな
る特殊既製コンクリート杭破砕機を用い、通常の杭打ち
機によりオーガー駆動装置を介して操作し、不良杭の中
空部により中心をガイドしながら杭体を破砕して破片を
攪拌し、杭先端まで進んだ後破砕機をそのまま、または
先端からセメントミルクを注入しながら引上げ巻付いた
鉄筋等をガス切断により除去することを特徴とする既製
コンクリート杭破砕工法。 2、上部に適数段の攪拌羽根を有する攪拌ロッドを、ま
た下部に杭体破砕用つめと杭中空進入ガイドとからなる
破砕機先端部を各備え、通常の杭打ち機により操作し、
不良杭を杭中空進入ガイドにより中心を保持しながら杭
体破砕用つめにより破砕し攪拌羽根により破片を攪拌す
るようにしたことを特徴とする既製コンクリート杭破砕
装置。
[Claims] 1. A special ready-made concrete pile crusher consisting of a stirring rod and a crusher tip at its lower end is operated by an ordinary pile driver via an auger drive to remove hollows of defective piles. The pile body is crushed and the fragments are stirred while guided by the center, and after advancing to the tip of the pile, the crusher is used as is or while cement milk is injected from the tip, it is pulled up and the wrapped reinforcing bars etc. are removed by gas cutting. This is a ready-made concrete pile crushing method that is characterized by: 2.Equipped with a stirring rod having an appropriate number of stages of stirring blades at the top and a crusher tip consisting of a pile body crushing pawl and a pile hollow entry guide at the bottom, operated by a normal pile driver,
A ready-made concrete pile crushing device characterized in that a defective pile is crushed by a pile body crushing pawl while the center is held by a pile hollow entry guide, and the fragments are stirred by a stirring blade.
JP9095485A 1985-04-30 1985-04-30 Method and apparatus for breaking prefabricated concrete pile Granted JPS61250230A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9095485A JPS61250230A (en) 1985-04-30 1985-04-30 Method and apparatus for breaking prefabricated concrete pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9095485A JPS61250230A (en) 1985-04-30 1985-04-30 Method and apparatus for breaking prefabricated concrete pile

Publications (2)

Publication Number Publication Date
JPS61250230A true JPS61250230A (en) 1986-11-07
JPH0480166B2 JPH0480166B2 (en) 1992-12-17

Family

ID=14012877

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9095485A Granted JPS61250230A (en) 1985-04-30 1985-04-30 Method and apparatus for breaking prefabricated concrete pile

Country Status (1)

Country Link
JP (1) JPS61250230A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63161222A (en) * 1986-12-22 1988-07-04 Toshio Enoki Pile crusher
JPH03119039U (en) * 1990-03-20 1991-12-09

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63161222A (en) * 1986-12-22 1988-07-04 Toshio Enoki Pile crusher
JPH03119039U (en) * 1990-03-20 1991-12-09

Also Published As

Publication number Publication date
JPH0480166B2 (en) 1992-12-17

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