JPS60125605A - Hollow concrete pile and manufacture thereof - Google Patents

Hollow concrete pile and manufacture thereof

Info

Publication number
JPS60125605A
JPS60125605A JP23382283A JP23382283A JPS60125605A JP S60125605 A JPS60125605 A JP S60125605A JP 23382283 A JP23382283 A JP 23382283A JP 23382283 A JP23382283 A JP 23382283A JP S60125605 A JPS60125605 A JP S60125605A
Authority
JP
Japan
Prior art keywords
core
concrete
shaft
hollow
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
JP23382283A
Other languages
Japanese (ja)
Inventor
小井 輝夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP23382283A priority Critical patent/JPS60125605A/en
Publication of JPS60125605A publication Critical patent/JPS60125605A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は装置で且つきわめて剛強度の建設等に用いられ
ている基礎杭に関し、その主な目的は杭柱の軸芯中央部
分に簡単確実に中空部分を形成すると共に・該形成時に
使用した型芯管を抜去しその再使用を計からんとする経
済的効果を挙げ得ることにある。
[Detailed Description of the Invention] The present invention relates to a foundation pile which is a device and is used for extremely strong construction, etc., and its main purpose is to easily and reliably form a hollow part in the central part of the axis of a pile column. - It is possible to obtain an economical effect by removing the mold core tube used during the forming and not having to reuse it.

通水、地盤改良時建設用基礎抗の殆んどの抗体は遠心力
製造による製造にて行なわれて込るが・斯かる遠心力製
造による場合、型枠内に充填せるコンクリート材を該型
枠の高速回転の位数型であるがために杭軸芯部に中空孔
が自然的に孔設でき得る反面、コンクリート等充填材料
の関係にて材料が分離し・坑外周面に粗粒子が集積し抗
芯部が粗荒となり・特に該開孔せる中空孔が材質の軟体
で細大歪曲変形しているは勿論・第1図示の如く肉庫a
が全昆に区って不均等であう之〇 従って叙上の遠心力製造による抗体を使用する場合、折
損、亀裂等零時力学的に問題を生ぜしめていたのである
Most foundation shafts for construction during water flow and ground improvement are manufactured by centrifugal force production. In the case of centrifugal force production, the concrete material to be filled into the formwork is Because of the high-speed rotation, a hollow hole can be naturally formed in the shaft core of the pile, but on the other hand, due to the filling material such as concrete, the material separates and coarse particles accumulate on the outer circumferential surface of the shaft. As a result, the anti-core part becomes rough, especially the hollow hole that can be drilled is made of a soft material and is distorted and deformed.
Therefore, when using the above-mentioned antibody produced by centrifugal force, mechanical problems such as breakage and cracking occurred at zero.

本発明げ上記の間顕に鑑かみ・vL成形時に抗体軸芯部
に適宜径寸の芯管を装入することによ−て前記肉厚の不
均等および粒子の分離等の諸欠点を完全に解決すること
ができ得、而も芯管を簡単に抜去し、その再度使用によ
−て安価で軽債な中空コンクリート抗を提供しようとす
るものである。
In view of the above-mentioned dimensions, the present invention completely eliminates various defects such as uneven wall thickness and particle separation by inserting a core tube of an appropriate diameter into the antibody axis during VL molding. In addition, the core pipe can be easily removed and the core pipe can be reused to provide an inexpensive and light-weight hollow concrete shaft.

即ち1本発明の4略は杭柱の軸芯部に局面に離型材を全
面被装せる芯管を挿持してなるコンクリート抗にお−て
前記芯管を抜去せしめて杭軸芯部に中空孔を形成せしめ
たこと金特斂とする中空コンクリート抗とその製造方法
に関する。
That is, 1. The fourth aspect of the present invention is to remove the core tube from the concrete shaft, which is formed by inserting a core tube, which is entirely covered with a mold release material, into the shaft core of the pile column, and then insert the core tube into the shaft core of the pile column. This invention relates to a hollow concrete shaft having hollow holes formed therein and a manufacturing method thereof.

以下1本発明の具体例を図面に付いて詳説すると・ (1)は六肉抗、内筒抗・節付抗等の形成用型枠にて該
型枠中心部に全周面に適宜の4I型材(3)を予じめ被
装してなる芯!(2)を装入配置する。
Below, a specific example of the present invention will be explained in detail with reference to the drawings. A core made by covering 4I-shaped material (3) in advance! (2) Charge and arrange.

前記芯管(2)は適宜肉厚径寸を有する@管等の金鳴バ
イブ若しくは合1に樹脂パイプを用い、また@型材(3
)としては−剥離が容易な銀紙1合成樹脂、ろう紙、或
は全面に発泡付全付層したもの、塗料を塗着する等、任
意である0 なお・芯f(2)の型枠(1)内での泣宵固定の手段と
して汀、鉄筋鏡(4)を挿入し、その内軸邪に支持+i
+定丁6方法、また汀型枠(1)にり持部(1)′を持
[:i艮定されるべきではな(八。
For the core tube (2), use a resin pipe such as a Kinmei vibe such as @tube or a resin pipe with appropriate wall thickness and diameter, and @shape material (3).
) - Silver paper that is easy to peel off 1 Synthetic resin, wax paper, or foamed and fully laminated paper on the entire surface, coating with paint, etc. can be used as desired.0 Note: Formwork for core f(2) ( 1) Insert a reinforced mirror (4) as a means of fixation inside the shaft, and support it on the inside shaft.
+ 6 methods, and the holding part (1)' on the side formwork (1) [:i should not be specified (8.

本発明は叙上の0.n <予じめ+!III型材(3)
を全面被装した芯’# (2)を型枠(1)の軸芯中央
に配置し、型枠(1)内にコンクリートを配して漏速回
転を付成行なわしめることによって、コンクリート位は
勿論のこと、p、a坑等す目側なる杭柱rも賓易wlI
@Km造することができ得るのである。
The present invention is based on the above 0. n <Advance +! III shape material (3)
The core '# (2), which is fully covered with Of course, the pile pillar r on the side of the P and A pits is also easy to use.
It is possible to create @Km.

斯くして製造trZやせるコンクリート抗の芯管(2)
の@部を菰持、硯はネジ係合等適当の方法にて該芯管(
2)k外部に摘出することによって芯管(2)の外周面
に予じめ4型vi(3)が施やされているかために容易
開I−1&に抜去することが1゛き得・該芯管(2)の
再度の1史川も可nヒて゛あることは謂うまでもな1八
Thus manufactured core pipe of trZ thin concrete shaft (2)
Hold the @ part of the inkstone, and attach the inkstone to the core tube (
2) Since the outer circumferential surface of the core tube (2) has been applied with type 4 VI (3) in advance by extracting it to the outside, it can be easily removed to open I-1. Needless to say, it is also possible to repeat the operation of the core tube (2).

また芯管(2)の太、細径により、圧、を自在の中空孔
が撰択することもで@傅/8゜ 以上の如く9本発明#遣方法によ−て製造された杭柱は
中空孔すが常に杭柱の軸基部中心にて確実に開孔され、
上下全長に区って肉厚aが一定であると共に中空である
がためにluf t Kて1剛強Ifr唐む等その効果
頃ぶる大である。
In addition, depending on the diameter of the core pipe (2), it is possible to select a hollow hole that can freely control the pressure. The hollow hole is always reliably drilled at the center of the shaft base of the pile column,
Since the wall thickness a is constant across the entire length of the top and bottom, and since it is hollow, it has great effects such as 1 stiffness and 1 stiffness.

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

第1図は従来製造によるコンク17− ト抗の縦断面一
。 第2図は本発明コンクリート抗の向上噛。 第3図は製造構体を示す断面図である。 符号の説明 (1)型枠、(2)芯’f−(3)@型材、(4)鉄筋
篭特許出願人 小井輝夫、′IC,・
Figure 1 shows a longitudinal cross-section of a conventionally manufactured concrete 17-hole shaft. Figure 2 shows the improvement of the concrete resistance of the present invention. FIG. 3 is a sectional view showing the manufacturing structure. Explanation of symbols: (1) Formwork, (2) Core'f- (3)@form material, (4) Rebar cage patent applicant Teruo Koi, 'IC,

Claims (2)

【特許請求の範囲】[Claims] (1)fjL柱の軸芯部に局面に離型材を全面被装せる
芯管を挿持してなるコンクリート抗におりて前記芯管を
抜去せしめて杭軸芯部に中空孔を形成せしめたことをw
eとする中空コンクリ − ト リ【。
(1) A hollow hole was formed in the pile shaft core by inserting a core pipe into the shaft core of the fjL pillar and removing the core pipe. lol
Hollow concrete concrete [.
(2) 適宜の型枠を甲−てコンクリート抗形成時に、
該杭柱軸芯部に周面に離型材を全面被装してなる芯管を
挿持し・コンクリート凝結後に@記芯管を抜去行なわし
めることによって杭柱の軸芯中心部に中空孔を形成した
中空コンクリート抗の製造方法。
(2) When forming concrete reinforcement using appropriate formwork,
A hollow hole is created in the center of the pile column axis by inserting a core tube whose circumferential surface is entirely coated with a release material and removing the core tube after the concrete has hardened. A method of manufacturing a formed hollow concrete shaft.
JP23382283A 1983-12-12 1983-12-12 Hollow concrete pile and manufacture thereof Pending JPS60125605A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23382283A JPS60125605A (en) 1983-12-12 1983-12-12 Hollow concrete pile and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23382283A JPS60125605A (en) 1983-12-12 1983-12-12 Hollow concrete pile and manufacture thereof

Publications (1)

Publication Number Publication Date
JPS60125605A true JPS60125605A (en) 1985-07-04

Family

ID=16961101

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23382283A Pending JPS60125605A (en) 1983-12-12 1983-12-12 Hollow concrete pile and manufacture thereof

Country Status (1)

Country Link
JP (1) JPS60125605A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002327434A (en) * 2001-05-07 2002-11-15 Nakamine Shinji Concrete pile and its manufacturing method and leader device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002327434A (en) * 2001-05-07 2002-11-15 Nakamine Shinji Concrete pile and its manufacturing method and leader device

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