JPS61176716A - Concrete breaker - Google Patents

Concrete breaker

Info

Publication number
JPS61176716A
JPS61176716A JP1777685A JP1777685A JPS61176716A JP S61176716 A JPS61176716 A JP S61176716A JP 1777685 A JP1777685 A JP 1777685A JP 1777685 A JP1777685 A JP 1777685A JP S61176716 A JPS61176716 A JP S61176716A
Authority
JP
Japan
Prior art keywords
concrete
blade
expansion material
attached
foundation pile
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
JP1777685A
Other languages
Japanese (ja)
Inventor
Akira Arao
荒尾 昭
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.)
ARAO KK
Original Assignee
ARAO 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 ARAO KK filed Critical ARAO KK
Priority to JP1777685A priority Critical patent/JPS61176716A/en
Publication of JPS61176716A publication Critical patent/JPS61176716A/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
    • E02D9/005Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof removing the top of placed piles of sheet piles

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)
  • Piles And Underground Anchors (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To prevent the occurrence of noise and vibration as well as secure the safety of operations by a method in which an expandible part attached with a blade is expanded or contracted in concrete by application of pressures. CONSTITUTION:An expandible part 4 with a superhard blade 5 is attached to reinforcing bars 3, and ready-mixed concrete is placed to form a foundation pile 2. A pressing machine 7 is operated to supply a pressure fluid through a hose 6 into the concrete, whereupon the part 4 is expanded and the blade 5 is cut into the concrete to break the concrete.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、建設工事において、地中に穿孔して生コンク
リートを打設し、基礎杭を構築する場合において、周囲
の土砂等が混入して強度が低下した杭頭部の硬化コンク
リートを除去するのに使用するコンクリート破砕装置に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to construction work in which when a hole is drilled into the ground and ready-mixed concrete is placed to construct a foundation pile, surrounding earth and sand etc. are mixed in and the strength is reduced. This invention relates to a concrete crushing device used to remove hardened concrete from pile heads that have deteriorated.

従来の技術 従来、建設工事における基礎杭の構築において、周囲の
土砂等が混入して強度が低下した杭頭部の硬化コンクリ
ートを除去するためには、硬化したコン−クリートの基
礎杭の頭部を削岩機で粉砕して除去したり、基礎杭頭部
の除去する部分約1m程度の鉄筋に生コンクリートを打
設する前に発泡材の筒を嵌挿して、鉄筋と硬化コンクリ
ートとを隔離しておき、除去部分の下部にくさびを打ち
込んで割れ目を作り、除去部分をクレーンで吊り上げて
除去したり、基礎杭の除去部に、生コンクリート打設前
に、特殊な石灰系無機化合物を主体とする粉末を装填し
ておき、コンクリート硬化時の水和による温度上昇によ
って発生する膨張圧(数百に、 / cdといわれる。
Conventional technology In the past, when constructing foundation piles in construction work, in order to remove the hardened concrete at the head of the pile whose strength has decreased due to the mixing of surrounding earth and sand, it is necessary to remove the hardened concrete from the head of the foundation pile. The hardened concrete is separated from the reinforcing steel by crushing it with a jackhammer or by inserting a foam tube before pouring fresh concrete into the reinforcing steel that is about 1 m long from the head of the foundation pile to be removed. Then, a wedge is driven into the bottom of the removed part to create a crack, and the removed part is lifted up with a crane and removed, or a special lime-based inorganic compound is applied to the removed part of the foundation pile before pouring ready-mixed concrete. The expansion pressure (several hundred centimeters / cd) generated by the temperature rise due to hydration during concrete hardening is charged.

)によって、基礎杭の頭部を除去したりしていた。), the heads of foundation piles were removed.

発明が解決しようとする問題点 硬化したコンクリートの基礎杭の頭部を削岩機で粉砕し
て除去するものは、騒音、粉体飛散を伴い、削岩機の振
動が作業者に悪影響を及ぼすとともに、作業環境も悪く
、基礎抗頭部に発泡材の筒を嵌挿して、除去部分をクレ
ーンで吊り上げて除去するものでは、鉄筋が全本数真っ
直ぐでないと除去部分をクレーンで吊り上げることがで
きないとともに、前者と同様に削岩機の使用を要する。
Problems that the invention aims to solve: When the head of a hardened concrete foundation pile is crushed and removed using a rock jack, it is accompanied by noise and powder scattering, and the vibration of the rock jack has a negative impact on workers. At the same time, the working environment is also poor, and if a foam tube is inserted into the head of the foundation pile and the part to be removed is lifted up with a crane, the part to be removed cannot be lifted up with a crane unless all the reinforcing bars are straight. , which, like the former, requires the use of a jackhammer.

また、コンクリート硬化時の水和による温度上昇によっ
て発生する膨張圧を利用するものでは、−回毎の使い捨
てであるため、装備費が割高となるとともに、気温が0
℃〜40℃の範囲でないと使用できない難点がある。
In addition, devices that utilize the expansion pressure generated by the temperature rise due to hydration during concrete hardening are disposable after each use, so the equipment cost is relatively high and the temperature is 0.
There is a drawback that it cannot be used unless the temperature is in the range of ℃ to 40℃.

本発明は、これらの従来技術の欠点を除去するもので、
騒音、粉塵の飛散、振動がな(、作業環境が良好であり
、基礎抗頭部の鉄筋が曲がっていても破砕でき、−回毎
の使い捨てでなく、多数回の反復使用ができるとともに
、気温が0℃〜40℃の範囲外でも使用できる新規のコ
ンクリート破砕装置の提供を目的とするものである。
The present invention eliminates these drawbacks of the prior art, and
There is no noise, no dust, no vibration, and the working environment is good. Even if the reinforcing bars at the foundation pile head are bent, they can be crushed. The object of the present invention is to provide a new concrete crushing device that can be used even when the temperature is outside the range of 0°C to 40°C.

問題点を解決するための手段 本発明は、コン・クリート破砕装置であって、刃部を装
着した拡張材を加圧して、拡張材を拡大、縮小すること
を特徴とするものである。
Means for Solving the Problems The present invention is a concrete crushing device, and is characterized in that it expands and contracts the expansion material by applying pressure to the expansion material equipped with a blade.

作    用 本発明は、上記の手段を講じたので、基礎杭頭部の鉄筋
に嵌挿又は添着して生コンクリートを打設し、完全硬化
後又は未完全硬化時に拡張材を加圧すると、拡張材に装
着した刃部がコンクリートに食い込んで、やがてコンク
リートにひびを発生し、ついには破砕することになるも
のである。
Function The present invention has taken the above-mentioned measures, so if ready-mixed concrete is poured by inserting or attaching it to the reinforcing bars at the head of the foundation pile, and the expansion material is pressurized after it has completely hardened or when it is not completely hardened, it will expand. The blade attached to the material digs into the concrete, eventually causing cracks in the concrete and eventually causing it to shatter.

実施例 以下、図面に示す実施例に基づいてさらに詳細に説明す
る。
Embodiments Hereinafter, a more detailed explanation will be given based on embodiments shown in the drawings.

第1図〜第2図に示すものは、第1の実施例であって、
次の事項よりなるものである。
What is shown in FIGS. 1 and 2 is a first embodiment,
It consists of the following items.

(イ)ゴム筒等の弾性体の一端を閉じた拡張材4の他端
にホース6を接続し、ホース6を加圧機7に接続する。
(a) A hose 6 is connected to the other end of the expansion member 4 with one end of an elastic body such as a rubber tube closed, and the hose 6 is connected to a pressurizer 7.

(ロ)拡張材4には、超硬質の刃5を装着する。(b) A super-hard blade 5 is attached to the expansion member 4.

(ハ)拡張材4を鉄筋3に嵌挿又は添着する。(c) Insert or attach the expansion material 4 to the reinforcing bar 3.

(ニ)拡張材4を鉄筋3に装着して、生コンクリートを
打設する。
(d) Attach the expansion material 4 to the reinforcing bars 3 and pour ready-mixed concrete.

なお、拡張材4の肉厚部に薄肉部を設けて、それに刃5
を装着してもよい。
Note that a thin wall portion is provided in the thick wall portion of the expansion member 4, and the blade 5 is attached to the thin wall portion.
may be attached.

この実施例のものを基礎杭の頭部に装着し、生コンクリ
ートを打設して、完全硬化後、あるいは未完全硬化時に
、加圧機7で加圧すると、拡張材4は弾性材質によって
拡張する。
When this embodiment is attached to the head of a foundation pile, fresh concrete is cast, and pressure is applied with a pressurizer 7 after it is completely cured or when it is not completely cured, the expansion material 4 is expanded by the elastic material. .

内圧を増加すると、拡張材4に装着した刃5がコンクリ
ートに食い込み、やがてコンクリートにひびが発生する
When the internal pressure is increased, the blade 5 attached to the expansion member 4 bites into the concrete, eventually causing cracks in the concrete.

内圧を加圧、減圧を交互に繰り返すと、未完全硬化時の
コンクリートは短時間に、完全硬化コンクリートはそれ
よりも長時間にて、破砕する。
When increasing and decreasing the internal pressure is repeated alternately, incompletely hardened concrete will be crushed in a short period of time, and fully hardened concrete will be crushed in a longer period of time.

拡張材4に内圧を加えてゆくと、薄肉部分のみが早く拡
張するから、コンクリートの割れ目の方向性が正確に得
られる。
When internal pressure is applied to the expansion material 4, only the thin walled portion expands quickly, so the directionality of cracks in the concrete can be accurately determined.

第3図に示すものは、第2の実施例であって、刃5を外
周に装着した弾性材よりなる円環状拡張材4を複数個連
設してその中心にボルト(杆)8を挿通し一端にナツト
9を嵌めたものである。
What is shown in FIG. 3 is a second embodiment, in which a plurality of annular expansion members 4 made of an elastic material with blades 5 attached to the outer periphery are arranged in series, and a bolt (rod) 8 is inserted into the center of the annular expansion members 4. A nut 9 is fitted to one end.

ナツト9を締めないときは、図Aでしめす外径であるが
、ナツト9を締めると図にBで示すように外径が拡張し
外周に装着した刃5がコンクリートに食い込み、第1の
実施例と同様の作用効果が得られるものである。
When the nut 9 is not tightened, the outer diameter is as shown in Figure A, but when the nut 9 is tightened, the outer diameter expands as shown by B in the figure, and the blade 5 attached to the outer periphery bites into the concrete. The same effects as in the example can be obtained.

なお、これらの実施例のものは、穿孔機で穿孔し、その
孔に拡張材4を挿入して加圧することによって、コンク
リート等を破砕して撤去することもできるので、老朽建
造物の取り壊し、岩盤の掘削、海中構造物の撤去等にも
使用できるものである。
In addition, in these embodiments, concrete etc. can be crushed and removed by drilling a hole with a drilling machine, inserting the expansion material 4 into the hole and pressurizing it, so it is possible to demolish and remove dilapidated buildings. It can also be used for excavating bedrock, removing underwater structures, etc.

効果 本発明は、次のような顕著な効果を奏する。effect The present invention has the following remarkable effects.

(イ)騒音、粉塵の飛散、振動がないので、作業環境が
良好で、作業者が安全である。
(b) There is no noise, dust scattering, or vibration, so the working environment is good and workers are safe.

(ロ)基礎抗頭部の鉄筋が曲がっていても、硬化コンク
リートを破砕できる。
(b) Hardened concrete can be crushed even if the reinforcing bars at the head of the foundation pile are bent.

(ハ)−回毎の使い捨てでなく、多数回の反復使用がで
きる。
(c) - It is not disposable every time, but can be used repeatedly many times.

(ニ)気温がθ℃〜40℃の範囲外でも使用できる。(d) It can be used even when the temperature is outside the range of θ°C to 40°C.

(ホ)水中、海中でも作業できる。(e) Able to work underwater and underwater.

(へ)総コストが従来の技術より安価である。(f) Total cost is lower than conventional technology.

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

第1図は、本発明の第1の実施例の縦断面図、第2図は
第1図A−A線断面図、第3図は本発明の第2の実施例
の縦断面図である。 1・・地面 2・・コンクリート基礎杭 3・・鉄筋 4・・拡張材 5・・刃 6・・ホース 7・・加圧機 8・・ボルト 9・・ナンド
FIG. 1 is a longitudinal cross-sectional view of a first embodiment of the present invention, FIG. 2 is a cross-sectional view taken along line A-A in FIG. 1, and FIG. 3 is a longitudinal cross-sectional view of a second embodiment of the present invention. . 1. Ground 2. Concrete foundation pile 3. Rebar 4. Expansion material 5. Blade 6. Hose 7. Pressurizer 8. Bolt 9. Nando.

Claims (1)

【特許請求の範囲】 1 刃部を装着した拡張材を加圧して、拡張材を拡大、
縮小することを特徴とするコンクリート破砕装置。 2 拡張材が、気体、液体の内部加圧によって拡大、縮
小することを特徴とする特許請求の範囲第1項記載のコ
ンクリート破砕装置。 3 拡張材が、厚み方向に加圧して外径を拡張すること
を特徴とする特許請求の範囲第1項記載のコンクリート
破砕装置。
[Claims] 1. Expanding the expansion material by applying pressure to the expansion material equipped with the blade part,
Concrete crushing equipment characterized by shrinkage. 2. The concrete crushing device according to claim 1, wherein the expansion material expands and contracts by internal pressurization of gas or liquid. 3. The concrete crushing device according to claim 1, wherein the expansion material expands its outer diameter by applying pressure in the thickness direction.
JP1777685A 1985-01-31 1985-01-31 Concrete breaker Pending JPS61176716A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1777685A JPS61176716A (en) 1985-01-31 1985-01-31 Concrete breaker

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1777685A JPS61176716A (en) 1985-01-31 1985-01-31 Concrete breaker

Publications (1)

Publication Number Publication Date
JPS61176716A true JPS61176716A (en) 1986-08-08

Family

ID=11953116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1777685A Pending JPS61176716A (en) 1985-01-31 1985-01-31 Concrete breaker

Country Status (1)

Country Link
JP (1) JPS61176716A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2413350A (en) * 2004-04-14 2005-10-26 Laing O Rourke Plc Hydraulic Pile Cap Removal
CN113199639A (en) * 2021-05-06 2021-08-03 湖北远大建设集团有限公司 Automatic butt joint positioning and cutting structure for concrete pile head
CN113513022A (en) * 2021-05-06 2021-10-19 湖北远大建设集团有限公司 Bored concrete pile head concrete stripping chiseling device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2413350A (en) * 2004-04-14 2005-10-26 Laing O Rourke Plc Hydraulic Pile Cap Removal
GB2413350B (en) * 2004-04-14 2006-04-05 Laing O Rourke Plc Hydraulic pile cap removal
CN113199639A (en) * 2021-05-06 2021-08-03 湖北远大建设集团有限公司 Automatic butt joint positioning and cutting structure for concrete pile head
CN113513022A (en) * 2021-05-06 2021-10-19 湖北远大建设集团有限公司 Bored concrete pile head concrete stripping chiseling device
CN113513022B (en) * 2021-05-06 2022-08-30 湖北远大建设集团有限公司 Bored concrete pile head concrete stripping chiseling device

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