JPH083175B2 - Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering - Google Patents

Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering

Info

Publication number
JPH083175B2
JPH083175B2 JP27807989A JP27807989A JPH083175B2 JP H083175 B2 JPH083175 B2 JP H083175B2 JP 27807989 A JP27807989 A JP 27807989A JP 27807989 A JP27807989 A JP 27807989A JP H083175 B2 JPH083175 B2 JP H083175B2
Authority
JP
Japan
Prior art keywords
reinforcing bar
concrete
pile
pile head
covering
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 - Lifetime
Application number
JP27807989A
Other languages
Japanese (ja)
Other versions
JPH03140521A (en
Inventor
信也 福富
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.)
Marui Sangyo Co Ltd
Original Assignee
Marui Sangyo 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 Marui Sangyo Co Ltd filed Critical Marui Sangyo Co Ltd
Priority to JP27807989A priority Critical patent/JPH083175B2/en
Publication of JPH03140521A publication Critical patent/JPH03140521A/en
Publication of JPH083175B2 publication Critical patent/JPH083175B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、場所打ち杭の杭頭余盛コンクリート処理
方法及び鉄筋被覆具に関する。
Description: TECHNICAL FIELD The present invention relates to a pile head overfill concrete treatment method for cast-in-place piles and a reinforcing bar covering.

〔従来の技術〕[Conventional technology]

従来、アースドリル等で地中に掘削した穴に鉄筋篭を
挿入してコンクリートを打設することにより場所打ち杭
を構築する方法において、掘削した穴内のスライムをコ
ンクリートを取除いて処理する方法、手段が開示されて
いる。
Conventionally, in a method of constructing a cast-in-place pile by inserting a reinforcing bar cage into a hole drilled in the ground with an earth drill etc., a method of removing the concrete from the slime in the drilled hole and treating it, Means are disclosed.

また、この方法、手段において杭頭の鉄筋にコンクリ
ートを付着させないでコンクリートの分離を容易にし、
コンクリートの取除き作業を省力化するためにスリーブ
などを予め被着する技術も開示されている。
Further, in this method and means, concrete can be easily separated without adhering the concrete to the reinforcing bar of the pile head,
There is also disclosed a technique in which a sleeve or the like is pre-deposited in order to save labor in removing concrete.

〔発明が解決しようとする課題〕 上記従来の方法、手段では、杭頭の鉄筋とコンクリー
トとの付着は分離できてもその鉄筋の周辺範囲のコンク
リートは相当強度の圧縮力をもって硬化していることに
より、取除き作業に費用がかかり、杭頭部の余盛コンク
リート処理が重要な課題となっている。
[Problems to be Solved by the Invention] In the above-mentioned conventional method and means, the adhesion of the reinforcing bar and the concrete of the pile head can be separated, but the concrete in the peripheral area of the reinforcing bar is hardened with a compressive force of considerable strength. Therefore, the removal work is expensive, and the treatment of excess concrete on the pile head is an important issue.

〔課題を解決するための手段〕[Means for solving the problem]

この発明は、上記従来の課題に鑑みなされたもので、
その目的は、杭頭部の鉄筋にコンクリートが付着しない
ようにすると共に、その鉄筋の周辺範囲のコンクリート
の硬化を抑制することにより余盛コンクリートの取除き
作業を効率良くしかつ、省力化してより合理的に処理す
る処理方法及び上記方法に用いる鉄筋被覆具を提供する
ことにある。
This invention has been made in view of the above conventional problems,
The purpose is to prevent concrete from adhering to the reinforcing bars of the pile head, and to suppress the hardening of the concrete in the peripheral area of the reinforcing bars so that the work to remove the excess concrete can be done efficiently and labor is saved. It is intended to provide a treatment method for treating reasonably and a reinforcing bar covering used in the above method.

その手段として、 1)、コンクリート打設前に、杭頭の鉄筋の所要範囲に
おいて砂糖水などの適量の糖質分を浸透させた鉄筋被覆
具を被着してそコンクリートを打設し、その後コンクリ
ート杭頭のコンクリートを除去する場所打ち杭の杭頭余
盛コンクリート処理方法に特徴を有し、 2)、杭頭の鉄筋の所要範囲においてその鉄筋の外周を
包囲する紙製あるいは布製または合成樹脂製などの筒状
の被覆具であって、砂糖水などの糖質分を浸透あるいは
充填してある鉄筋被覆具に特徴を有し、 3)、前記被覆具を半割状に形成した特許請求の範囲第
2項記載の鉄筋被覆具に特徴を有し、 4)、前記被覆具がアルカリによって溶ける材質である
ことを特徴とするものである。
As a means for that, 1), before placing concrete, apply a reinforcing bar covering in which a suitable amount of sugar such as sugar water has been impregnated in a required range of the reinforcing bar of the pile head, and then place the concrete. Characterized by the pile head surplus concrete treatment method for cast-in-place piles that removes concrete from concrete pile heads, and 2), paper or cloth or synthetic resin that surrounds the outer circumference of the reinforcing bars of the pile heads. Characterized in that it is a tubular covering made of, for example, a reinforcing bar covering penetrated or filled with a sugar content such as sugar water, and 3), wherein the covering is formed in a half-split shape. In the range 2), there is a feature in the reinforcing bar coating tool, and 4), the coating tool is a material that is melted by an alkali.

〔作 用〕[Work]

上記のように、杭頭部の鉄筋の所要位置に適量の糖質
分を浸透あるいは充填させた鉄筋被覆具を被着してコン
クリートを打設し、所定の養生期間後コンクリート杭頭
のコンクリートを機械的な手段などによって衝撃を与え
るか引抜くことにより余盛コンクリートを取除くことが
でき、特に鉄筋の周辺範囲において鉄筋被覆具の糖質分
がコンクリートの水分によって溶けてそのコンクリート
内に浸入し、その周りのコンクリートの硬化を抑制し、
上記取除き作業時における相当の労力が軽減されるなど
前記従来例の課題を解消するものである。
As mentioned above, the concrete of the concrete pile head is placed by placing the concrete on the reinforcing bar covering which is filled or filled with the appropriate amount of sugar at the required position of the reinforcing bar of the pile head, and after the prescribed curing period. Excessive concrete can be removed by impacting or pulling it out by mechanical means.Especially in the peripheral area of the reinforcing bar, the sugar content of the reinforcing bar covering is melted by the water content of the concrete and penetrates into the concrete. Suppresses the hardening of the concrete around it,
The problem of the conventional example is solved, for example, a considerable labor is reduced during the removing work.

〔実施例〕〔Example〕

次にこの発明の実施例を図面に基づいて詳細に説明す
る。
Next, embodiments of the present invention will be described in detail with reference to the drawings.

第1図及び第2図は本発明に係る処理方法による施工
状態を示すもので、予め、鉄筋篭Aの頭部所要位置の主
筋a及びフープ筋bに対して、砂糖水などの適量の糖質
分を浸透させた鉄筋被覆具1−−−を被着する。
FIG. 1 and FIG. 2 show the state of construction by the treatment method according to the present invention, in which an appropriate amount of sugar such as sugar water is previously added to the main bar a and the hoop bar b at the required position of the head of the rebar basket A. The reinforcing bar coating tool 1 --- which is impregnated with the substance is applied.

この被着に当っては被覆具の外周を紐などで結んでも
よい。
For this attachment, the outer circumference of the covering may be tied with a string or the like.

次に地中にアースドリル等で掘削した穴に対して上記
の鉄筋篭Aを挿入する。
Next, the above-mentioned rebar cage A is inserted into the hole drilled in the ground with an earth drill or the like.

コンクリートをこの穴に打設し、一定期間養生する。 Concrete is poured into this hole and cured for a certain period of time.

この間、杭頭部付近を残した地中の杭が硬化する一
方、その杭頭部付近においては鉄筋篭Aの頭部所要位置
に被着した鉄筋被覆具1が、打設されたコンクリート中
の水分を吸収して糖質分が溶けることにより、そのコン
クリートの硬化を抑制する。
During this period, the underground piles remaining near the pile heads harden, while the reinforcement bar 1 attached to the required position of the head of the reinforcement cage A near the pile heads is By absorbing water and dissolving sugar, the hardening of the concrete is suppressed.

さらに第2図に示すように杭頭部が地上に表われるま
で土を取除いた後、その杭頭部のコンクリートに衝撃を
与えるかあるいはコンクリート打設時に埋設しておいた
適宜な吊上げ用のアンカー(図示省略)を吊上げるなど
して杭頭部のコンクリートを取除いて主筋a及びフープ
筋bの一部を突出させることができる。
Furthermore, as shown in Fig. 2, after removing the soil until the pile head appears on the ground, the concrete on the pile head is impacted, or the pile head is properly buried for pouring. The anchors (not shown) may be lifted to remove the concrete from the pile heads so that the main bars a and the hoop bars b can partially project.

第3図は上記処理方法を施工する時に使用する鉄筋被
覆具であり、図中の(イ)は中空状のものを示し、ま
た、(ロ)は一部を切割った横断面Cの字形のものを示
し、さらに(ハ)は2分割した2つ割の形態を示したも
のであり、いずれも砂糖水などの適量の糖質分を浸透さ
せたものである。この鉄筋被覆具の他の実施例としては
透水性の布あるいは紙などで袋状に形成し、この袋の中
に砂糖の粒あるいは粉を充填して構成することもこの発
明から容易に推考し得る。
FIG. 3 shows a reinforcing bar covering used when the above treatment method is applied. In the figure, (a) shows a hollow one, and (b) shows a C-shaped cross section with a part cut. In addition, (C) shows a form in which it is divided into two parts, and each has an appropriate amount of sugar content such as sugar water infiltrated therein. As another embodiment of this reinforcing bar covering, it is also easily inferred from the present invention that the bag is formed of a water-permeable cloth or paper and the bag is filled with sugar particles or powder. obtain.

また、この鉄筋被覆具に使用する主体の材質をコンク
リート打設時にそのコンクリート中のアルカリによって
溶けるものとすることもこの発明から容易に推考し得
る。
Further, it can be easily inferred from the present invention that the material of the main body used for the reinforcing bar covering is one that is melted by the alkali in the concrete when the concrete is poured.

〔発明の効果〕〔The invention's effect〕

以上詳細に説明したように、、この発明の場所打ち杭
の杭頭余盛コンクリート処理方法及び鉄筋被覆具によれ
ば、鉄筋篭の頭部所要位置に対する設置作業が簡単、容
易にできるから施工性の向上に効果があり、特にコンク
リート打設時の水分によって鉄筋被覆具中の適量の糖質
分が溶けてその付近のコンクートとの付着力ないしは結
合力を極小にし、さらにはコンクリート強度を低下させ
て、杭頭部の余盛コンクート簡単、容易にしかも取除く
ことができ、杭頭処理の省力化、合理化が期待され、実
用上有益な杭頭余盛コンクリート処理及び鉄筋被覆具が
得られるものである。
As described in detail above, according to the pile head overfill concrete treatment method for cast-in-place piles and the reinforcing bar covering tool of the present invention, the workability of installing the reinforcing bar cage at the required head position is simple and easy. Is effective in improving concrete strength, especially when water is poured into concrete to dissolve a suitable amount of sugar in the reinforcing bar covering tool to minimize the adhesive force or bonding force with the concrete in the vicinity, and further reduce concrete strength. In addition, the pile head surplus concrete can be removed easily and easily, labor saving and rationalization of pile head treatment is expected, and practically useful pile head surplus concrete treatment and reinforcing bar covering can be obtained. Is.

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

第1図及び第2図は本発明方法及び鉄筋被覆具による施
工状態図、第3図(イ)、(ロ)、(ハ)は鉄筋被覆具
の実施例をそれぞれ示すものである。 A……鉄筋篭 1……鉄筋被覆具
FIG. 1 and FIG. 2 are construction state diagrams by the method of the present invention and a reinforcing bar covering, and FIGS. 3 (a), (b) and (c) show examples of the reinforcing bar covering, respectively. A: Reinforcing bar cage 1 ... Reinforcing bar covering

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】コンクリート打設前に、杭頭の鉄筋の所要
範囲において砂糖水などの適量の糖質分分を浸透あるい
は充填させた鉄筋被覆具を被着してコンクリートを打設
し、その後コンクリートを除去することを特徴とする場
所打ち杭の杭頭余盛コンクリート処理方法。
1. Before concrete is poured, concrete is cast by applying a reinforcing bar covering in which a proper amount of sugar content such as sugar water is permeated or filled in a required range of the reinforcing bar of the pile head, and thereafter. A method for treating pile head surplus concrete of cast-in-place pile, characterized by removing concrete.
【請求項2】杭頭の鉄筋の所要範囲においてその鉄筋の
外周を包囲する紙製あるいは布製または合成樹脂製など
の被覆具であって、砂糖水などの糖質分を浸透あるいは
充填してあることを特徴とする鉄筋被覆具。
2. A covering made of paper, cloth, or synthetic resin, which surrounds the outer periphery of the reinforcing bar of the pile head, within the required range, and which is impregnated or filled with a sugar component such as sugar water. A reinforcing bar covering device characterized by the above.
【請求項3】前記被覆具を半割状に形成したことを特徴
とする特許請求の範囲第2項記載の鉄筋被覆具。
3. The reinforcing bar covering device according to claim 2, wherein the covering device is formed in a half-split shape.
【請求項4】前記被覆具がアルカリによって溶ける材質
であることを特徴とする特許請求の範囲第2項または第
3項記載の鉄筋被覆具。
4. The reinforcing bar coating device according to claim 2 or 3, wherein the coating device is made of a material that is soluble in alkali.
JP27807989A 1989-10-24 1989-10-24 Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering Expired - Lifetime JPH083175B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27807989A JPH083175B2 (en) 1989-10-24 1989-10-24 Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27807989A JPH083175B2 (en) 1989-10-24 1989-10-24 Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering

Publications (2)

Publication Number Publication Date
JPH03140521A JPH03140521A (en) 1991-06-14
JPH083175B2 true JPH083175B2 (en) 1996-01-17

Family

ID=17592348

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27807989A Expired - Lifetime JPH083175B2 (en) 1989-10-24 1989-10-24 Pile head surplus concrete treatment method for cast-in-place pile and reinforcing bar covering

Country Status (1)

Country Link
JP (1) JPH083175B2 (en)

Also Published As

Publication number Publication date
JPH03140521A (en) 1991-06-14

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