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JPH0377325B2 - - Google Patents

Info

Publication number
JPH0377325B2
JPH0377325B2 JP58075614A JP7561483A JPH0377325B2 JP H0377325 B2 JPH0377325 B2 JP H0377325B2 JP 58075614 A JP58075614 A JP 58075614A JP 7561483 A JP7561483 A JP 7561483A JP H0377325 B2 JPH0377325 B2 JP H0377325B2
Authority
JP
Japan
Prior art keywords
pile
hollow body
concrete
treatment tool
view
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
JP58075614A
Other languages
Japanese (ja)
Other versions
JPS59199912A (en
Inventor
Masanori Nishimaru
Kenichi Matsuda
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 Industry Co Ltd
Original Assignee
Marui Industry 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 Industry Co Ltd filed Critical Marui Industry Co Ltd
Priority to JP7561483A priority Critical patent/JPS59199912A/en
Publication of JPS59199912A publication Critical patent/JPS59199912A/en
Publication of JPH0377325B2 publication Critical patent/JPH0377325B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 この発明は、場所打ち杭工法において、コンク
リート打設後における杭頭処理を確実に、かつ、
能率的に行うことを目的とする場所打ち杭用抗頭
処理具に関するものである。
[Detailed Description of the Invention] This invention provides a method for reliably treating the pile head after placing concrete in the cast-in-place pile method, and
This invention relates to a head treatment tool for cast-in-place piles, which is intended to be carried out efficiently.

従来、場所打ち杭上にフーチング基礎を施工す
る場合、前処理作業として、杭頭部に集中する杭
内より漏出した不純物などを、削岩機等を使用
し、杭頭除去作業を行うが、作業に手間が掛り、
杭頭より突出する鉄筋で身体を切傷する危険があ
り、作業性においても、安全性においても、非合
理的である。
Conventionally, when constructing footing foundations on cast-in-place piles, as a pretreatment process, impurities that leaked from inside the pile and concentrated at the pile head were removed using a rock drill, etc. It takes time to work,
There is a risk of being injured by the reinforcing bars protruding from the pile head, which is irrational in terms of both workability and safety.

この発明は、上記のような欠点に鑑み、これら
を解消するためになされたもので、その構成を実
施例の図面に従つて説明する。
This invention has been made in view of the above-mentioned drawbacks and in order to solve them, and the structure thereof will be explained with reference to the drawings of the embodiments.

第1図は、一実施例を示す正面図で、第2図
は、第1図の平面図である。
FIG. 1 is a front view showing one embodiment, and FIG. 2 is a plan view of FIG. 1.

1′は内輪部101から外輪部102に向かつ
て放射状に延びる複数の仕切板2によつて複数の
貫通孔3を形成し、それぞれ独立的に配設した中
空状本体で、上面の外輪部102に複数個の螺着
部4を垂直方向にそれぞれ設けてなる。
Reference numeral 1' denotes a hollow body in which a plurality of through holes 3 are formed by a plurality of partition plates 2 extending radially from an inner ring part 101 toward an outer ring part 102, each of which is arranged independently. A plurality of threaded portions 4 are provided in the vertical direction.

なお、この中空状本体はコンクリートとの付着
性の悪い、例えば合成樹脂製が望ましい。
Note that this hollow body is preferably made of synthetic resin, which has poor adhesion to concrete.

また、外周面及び、貫通孔の内壁面を抜き勾配
に成形すればなおよい。
Further, it is better if the outer circumferential surface and the inner wall surface of the through hole are formed to have a draft angle.

5は、この中空状本体1′の上面外輪部102
の螺着部4によつて水平方向にそれぞれ取り付け
る回動、伸縮自在の取付腕で、先端にフツクボル
ト5aを、他端にアイボルト5bをそれぞれ螺着
したターンバツクル金具5cからなる。
5 is the upper outer ring portion 102 of this hollow body 1'.
The turnbuckle fittings 5c each have a hook bolt 5a screwed to one end and an eye bolt 5b screwed to the other end.

6は、取付腕5の一端と中空状本体1′とを接合
する取付ボルトである。
Reference numeral 6 denotes a mounting bolt that joins one end of the mounting arm 5 and the hollow main body 1'.

上記のように、構成された一実施例による杭頭
処理具1の使用例について、下記に述べる。
An example of the use of the pile cap processing tool 1 according to one embodiment configured as described above will be described below.

第3図に示すように、予め地表面Aよりドリリ
ングバケツト等により掘削し、ケーシングチユー
ブBを打ち込んだ後、鉄筋篭Cを挿入する。
As shown in FIG. 3, the ground surface A is excavated in advance using a drilling bucket or the like, and after the casing tube B is driven in, the reinforcing bar cage C is inserted.

この状態で、地中に打ち込んだケーシングチユ
ーブBの上方より本発明の杭頭処理具を挿入し、
一端を中空状本体1′に取り付けた取付腕6を伸
縮自在に調整し、他端のフツクボルト5aを外周
の鉄筋篭Cの任意な縦筋C1に引つかけると共
に、ターンバツクル金具5Cで緊張させることに
より所要位置に吊下する。
In this state, insert the pile head treatment tool of the present invention from above the casing tube B driven into the ground,
Adjust the mounting arm 6 whose one end is attached to the hollow main body 1' to be telescopic, and hook the hook bolt 5a at the other end to any vertical reinforcement C1 of the reinforcing bar cage C on the outer periphery, and tension it with the turnbuckle fitting 5C. to hang it in the desired position.

次に、内輪部101より、トレミー管を(図示
省略)を挿入し、コンクリートをそのトレミー管
より打設しながら、トレミー管を上昇させ、所要
位置(中空状本体1′の上面付近)まで充填する。
その後、コンクリートが完全に養生する前に取付
腕6を鉄筋篭Cから外し、ケーシングチユーブB
の上方より杭頭処理具を除去する。
Next, a tremie tube (not shown) is inserted from the inner ring portion 101, and while pouring concrete through the tremie tube, the tremie tube is raised and filled to the required position (near the top surface of the hollow body 1'). do.
After that, before the concrete has completely cured, the mounting arm 6 is removed from the reinforcing bar cage C, and the casing tube B
Remove the pile head treatment tool from above.

このように、杭頭除去作業においてコンクリー
ト打設後、中空状本体1′を簡単に引き抜くこと
ができ、かつ抜き取つた後、杭頭除去部分のコン
クリートを垂直方向に複数の独立した単体に成形
できるために、ハンマー等で打ち叩くことによ
り、容易に除去でき、手間もかからず非常に能率
的で安全に作業を行うことができる。
In this way, after concrete is poured during pile cap removal work, the hollow body 1' can be easily pulled out, and after being pulled out, the concrete in the area where the pile cap has been removed can be vertically formed into a plurality of independent units. Therefore, it can be easily removed by hitting it with a hammer, etc., and the work can be done very efficiently and safely without any hassle.

また、中空状本体1′の貫通孔3を利用して杭
内にコンクリートを容易に、しかも、確実に打設
できる為、合理的であり、かつ杭頭処理具は転用
可能で、経済的である。
In addition, concrete can be easily and reliably cast into the pile using the through hole 3 of the hollow body 1', which is rational, and the pile head processing tool can be reused, making it economical. be.

なお、取付腕6の構造および鉄筋篭Cとの連結
手段については、鉄筋篭組み立て時に、杭頭処理
具を同時に組み込むこともでき、他の保持具や手
段を選択すればよい。。
Regarding the structure of the mounting arm 6 and the means for connecting it to the reinforcing bar cage C, a pile cap processing tool can be incorporated at the same time when the reinforcing bar cage is assembled, and other holders and means may be selected. .

第4図及び第5図は、杭頭処理具を吊下する場
合の別の手段を説明した正面図及び平面図で、2
5は、1本の連続した板状の両端付近に長孔25
aをそれぞれ設け、中央部をを凹状に形成して、
その底片25bに挿通孔25cを設けた取付腕で
ある。
Figures 4 and 5 are a front view and a plan view illustrating another method for hanging the pile head treatment tool.
5 has long holes 25 near both ends of one continuous plate.
A is provided respectively, and the central part is formed into a concave shape,
This is a mounting arm having an insertion hole 25c in its bottom piece 25b.

26は、該取付腕25と中空状本体21とを回
動自在に接合する取付ボルトである。
Reference numeral 26 denotes a mounting bolt that rotatably connects the mounting arm 25 and the hollow main body 21.

上記のように、構成された取付腕25は、第6
図に示すように、その両端部をケーシングチユー
ブB上に架設し、螺杆27にて固定させる。
The mounting arm 25 configured as described above has the sixth
As shown in the figure, both ends thereof are installed over the casing tube B and fixed with screw rods 27.

この場合は、コンクリート打設後、ケーシング
チユーブBを引き抜くことにより、杭頭処理具を
同時に除去することができるため、少ない労力で
工期も短縮できる。
In this case, by pulling out the casing tube B after concrete placement, the pile head treatment tool can be removed at the same time, so the construction period can be shortened with less labor.

以上のように、この発明の処理具は、容易に杭
頭内に取付けられ、しかも、確実に施工できるた
め、作業性がよく、また、転用可能等実用上効果
が大である。
As described above, the treatment tool of the present invention can be easily installed inside the pile cap and can be installed reliably, so it has good workability and has great practical effects such as being able to be used for other purposes.

なお、本発明の杭頭処理具は、ケーシングチユ
ーブ内にコンクリートを打設した直後に、その頭
部に中空状本体を押し込んで取付けることもでき
る。
The pile head treatment tool of the present invention can also be attached by pushing the hollow body into the head of the casing tube immediately after pouring concrete into the casing tube.

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

第1図は、この発明の杭頭処理具の一実施例を
示す正面図、第2図は、第1図の平面図、第3図
は、上記杭頭処理具の使用状態図、第4図は取付
腕の別の形態を示す正面図、第5図は、第4図の
平面図、第6図は、この別の形態による使用状態
図である。 1′……中空状本体、3……貫通孔、5……取
付腕、B……ケーシングチユーブ、C……鉄筋
篭。
Fig. 1 is a front view showing one embodiment of the pile cap processing tool of the present invention, Fig. 2 is a plan view of Fig. 1, Fig. 3 is a usage state diagram of the pile cap processing tool, and Fig. 4 The figure is a front view showing another form of the attachment arm, FIG. 5 is a plan view of FIG. 4, and FIG. 6 is a diagram showing the use state of this other form. 1'...Hollow body, 3...Through hole, 5...Mounting arm, B...Casing tube, C...Rebar cage.

Claims (1)

【特許請求の範囲】[Claims] 1 内輪部から外輪部に向かつて放射状に延びる
複数の仕切板によつて複数の貫通孔を形成し、そ
れぞれ独立的に配設した、中空状本体からなるこ
とを特徴とする場所打ち杭用抗頭処理具。
1. A cast-in-place pile shaft consisting of a hollow body in which a plurality of through holes are formed by a plurality of partition plates extending radially from an inner ring toward an outer ring, each of which is arranged independently. Head treatment tool.
JP7561483A 1983-04-26 1983-04-26 Pile head processing tool for cast-in-place piles Granted JPS59199912A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7561483A JPS59199912A (en) 1983-04-26 1983-04-26 Pile head processing tool for cast-in-place piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7561483A JPS59199912A (en) 1983-04-26 1983-04-26 Pile head processing tool for cast-in-place piles

Publications (2)

Publication Number Publication Date
JPS59199912A JPS59199912A (en) 1984-11-13
JPH0377325B2 true JPH0377325B2 (en) 1991-12-10

Family

ID=13581259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7561483A Granted JPS59199912A (en) 1983-04-26 1983-04-26 Pile head processing tool for cast-in-place piles

Country Status (1)

Country Link
JP (1) JPS59199912A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100458139B1 (en) * 2001-08-07 2004-11-26 주식회사유신코퍼레이션 Pile head removing apparatus and pile head removing method
CN105421357A (en) * 2015-12-31 2016-03-23 卢兴耐 Circular locking port X-shaped pile forming machine
CN105586956A (en) * 2016-03-11 2016-05-18 陈兆英 Device for forming wall by locking triangular piles and rectangular piles
CN105586954A (en) * 2016-03-11 2016-05-18 陈兆英 Device for forming wall by buckling triangular piles and rectangular piles

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56139307A (en) * 1980-03-28 1981-10-30 Fujita Corp Execution of foundation pile

Also Published As

Publication number Publication date
JPS59199912A (en) 1984-11-13

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Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term