JPS6328001B2 - - Google Patents
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- Publication number
- JPS6328001B2 JPS6328001B2 JP55164876A JP16487680A JPS6328001B2 JP S6328001 B2 JPS6328001 B2 JP S6328001B2 JP 55164876 A JP55164876 A JP 55164876A JP 16487680 A JP16487680 A JP 16487680A JP S6328001 B2 JPS6328001 B2 JP S6328001B2
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- Japan
- Prior art keywords
- formwork
- cylindrical
- joint
- mold
- manufacturing
- 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
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
本発明は構築物、建造物等の基礎杭として主に
摩擦杭として用いられる節付コンクリート杭の製
造方法および製造用型枠に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing knotted concrete piles, which are mainly used as friction piles as foundation piles for structures, etc., and a formwork for manufacturing them.
従来、基礎杭として知られているコンクリート
杭の製造においては、半割円筒状の成形用型枠
と、駆動軸と従動軸を並設するとともに前記両軸
上にそれぞれローラを配設した回転遠心装置とを
用い、前記の型枠を回転遠心装置のローラ上に乗
設し、回転遠心装置による回転作用によつて型枠
を回転させ、型枠内に充填したコンクリート材に
遠心力を起成せしめ、予じめ装填された鉄筋篭等
の芯材と一体のコンクリート杭を成形するもので
ある。 Conventionally, in the manufacture of concrete piles known as foundation piles, a rotating centrifugal system is used, in which a half-cylindrical forming form, a driving shaft and a driven shaft are arranged side by side, and rollers are arranged on each of the shafts. Using a device, the formwork is placed on the rollers of a rotary centrifugal device, and the formwork is rotated by the rotation action of the rotary centrifugal device, generating centrifugal force on the concrete material filled in the formwork. This method forms a concrete pile that is integrated with a core material such as a reinforcing bar cage that has been loaded in advance.
しかるに、製造すべきコンクリート杭が所要間
隔ごとに節部を有する所謂節付杭である場合に
は、型枠自体にも所要間隔ごとに節部成形部分を
設ける必要があるが、円筒状型枠に外方へ膨出し
た節部成形部分を設けると、型枠軸方向形状が異
形となり構造が複雑化するとともに軸方向重量バ
ランスが一定でなく、従つて駆動軸上のローラか
らの回転動力を受けるための受動輪を型枠の軸方
向所要間隔ごとにバランスよく配設しても、これ
を前記のごとき回転遠心装置に用いた場合には膨
出形状をなす前記節部成形部分の存在のために回
転時のバランスが崩れ易くなり、これがために材
料分離を起成したり杭体が歪弱になる等の問題が
生じた。また前記のごとき形状の成形用型枠はそ
の製作に手数がかかりコスト高になる上、Pc杭
を製造する場合に膨出した節部成形部分の屈曲部
にPc鋼材緊張時の圧縮応力が集中して座屈が生
じ易く、これを補強するとバランスを悪くすると
いう欠点があつた。 However, if the concrete pile to be manufactured is a so-called knotted pile that has knots at the required intervals, it is necessary to provide knot forming parts in the formwork itself at the required intervals. If a molded joint portion is provided that bulges outward, the axial shape of the mold becomes irregular and the structure becomes complicated. At the same time, the axial weight balance is not constant, and the rotational power from the roller on the drive shaft is Even if the receiving wheels are arranged in a well-balanced manner at the required intervals in the axial direction of the formwork, when this is used in a rotary centrifugal device such as the one described above, the presence of the joint molded portions that have a bulged shape will cause problems. As a result, the balance during rotation tends to collapse, which causes problems such as material separation and weakening of the pile body. In addition, it takes a lot of time to manufacture the forming formwork of the shape described above, which increases the cost. In addition, when manufacturing PC piles, compressive stress is concentrated at the bent part of the joint forming part that bulges when the PC steel material is tensed. This has the disadvantage that buckling is likely to occur, and reinforcing this will impair balance.
本発明は、上記に鑑みて、比較的厚肉の鋼板に
て形成した半割円筒状型枠の両半割型の内側に、
節部と胴部を成形する薄肉もしくは軽量の軸方向
異形の内型枠を内型枠の半割体を、それぞれ前記
半割型と割面を対応させか記節部成形部分を半割
型内面に当接させるように組込み止定した特殊形
態の型枠を用いることにより軸方向重量バランス
をよくし、さらにこの型枠の受支部の位置を配慮
することにより型枠をより一層バランスよく受支
して、振れの生じない良好な回転遠心成形を行な
い、以つて良品質の節付コンクリート杭を製造し
ようとするものであり、本発明は前記特徴を有す
る製造方法とその方法の実施に好適な製造用型枠
を提供しようとするものである。 In view of the above, the present invention has provided the following features:
A thin-walled or lightweight axially deformed inner formwork for forming the knots and the body is made by halving the inner formwork by matching the cut surfaces with the half-moulds, or by making the joint part molding part into a half-mold. The axial weight balance is improved by using a special type of formwork that is assembled and fixed so that it comes into contact with the inner surface, and by considering the position of the support part of this formwork, the formwork can be received in an even better balance. The present invention aims to manufacture high-quality knotted concrete piles by supporting and performing good rotary centrifugal forming without runout, and the present invention provides a manufacturing method having the above-mentioned characteristics and suitable for carrying out the method. The aim is to provide a formwork for manufacturing.
次に本発明の実施例を使用装置とともに図面に
基いて説明する。 Next, embodiments of the present invention will be described with reference to the drawings together with the apparatus used.
図において、1′,1′は比較的厚肉の鋼製円筒
を長手方向に二等分した横断面半円形状の一対の
半割型であり、この一対の半割型1′,1′にて分
割開閉可能な円筒状型枠1が構成されている。即
ち前記半割型1′,1′の各接合面外側部に係合フ
ランジ2,2がそれぞれ延設され、その所要個所
をボルト、ナツト等の締結具3にて締結できるよ
う設けられている。 In the figure, 1' and 1' are a pair of half-split molds with a semicircular cross section, which are obtained by dividing a relatively thick steel cylinder into two equal parts in the longitudinal direction. A cylindrical formwork 1 that can be opened and closed in sections is constructed. That is, engagement flanges 2, 2 are extended on the outer sides of the joint surfaces of the half molds 1', 1', respectively, and are provided so that they can be fastened at required locations with fasteners 3, such as bolts and nuts. .
4は節部成形部分4aと胴部成形部分4bとを
長手方向所要間隔ごとに構成する比較的薄肉の内
型枠であり、その半割体4′,4′をそれぞれ円筒
状型枠1の半割型1′,1′の内側に嵌込み、該半
割体4′,4′の各接合端部外側に設けた合せ面と
なるフランジ5,5を半割型1′,1′の接合端部
内側に溶接あるいは図のようにさらネジ6を用い
て締結その他の手段により一体的に同伴回転し得
るよう止定する。 Reference numeral 4 denotes a relatively thin inner formwork that constitutes a joint forming part 4a and a body forming part 4b at required intervals in the longitudinal direction. The flanges 5, 5, which are fitted inside the half molds 1', 1' and serve as mating surfaces provided on the outside of each joining end of the half bodies 4', 4', are fitted inside the half molds 1', 1'. They are fixed to the inside of the joint end by welding or by fastening with countersunk screws 6 as shown in the figure or other means so that they can rotate together.
なお、内型枠4は、上記実施例のような板状の
ものに限らず、第3図のように胴部成形部分4b
を軽量の合成樹脂等で厚肉ブロツク状にして外周
全面を円筒状型枠1に内接せしめるように設ける
ことが可能で、この場合内型枠4を厚肉を利用し
て円筒状型枠1にボルト7でもつて締着できる。 Note that the inner mold frame 4 is not limited to a plate-shaped one as in the above embodiment;
It is possible to form a thick block of lightweight synthetic resin or the like so that the entire outer periphery is inscribed in the cylindrical formwork 1. In this case, the inner formwork 4 can be formed into a cylindrical formwork by using the thick wall. 1 and bolt 7 can also be tightened.
何れにしても、半割体4′,4′よりなる内型枠
4としては第1図または第3図のように節部成形
部分4aと胴部成形部分4bとを全長にわたつて
交互に連続して形成する場合と、各節部成形部分
4aの外周面部14aで各胴部成形部分4bごと
の複数体に分離形成する場合とがある。 In any case, as shown in FIG. 1 or 3, the inner formwork 4 consisting of the half bodies 4' and 4' has joint molded parts 4a and trunk molded parts 4b alternately over the entire length. There are cases in which it is formed continuously, and cases in which it is formed separately into a plurality of bodies for each body part molded part 4b at the outer circumferential surface part 14a of each knot part molded part 4a.
また内型枠4を、全体が略同肉厚の薄板状で形
成する場合、胴部成形部分4bの外周には長手方
向の所要個所に周方向のリブ8を、また周方向所
要間隔に軸方向のリブ9を円筒状型枠1に内接す
るように設けておくのが望ましく、内型枠4の補
強と肉薄化を図れる。 In addition, when the inner formwork 4 is formed as a thin plate having approximately the same wall thickness as a whole, circumferential ribs 8 are provided on the outer periphery of the body molded portion 4b at required locations in the longitudinal direction, and shafts are provided at required intervals in the circumferential direction. It is desirable to provide the ribs 9 in the direction so as to be inscribed in the cylindrical formwork 1, so that the inner formwork 4 can be reinforced and thinned.
以上のように本発明において使用する型枠は外
型枠に断面一様の鋼製厚肉の円筒体を用い、軸方
向異形の内型枠には薄肉もしくは軽量のものを用
いて型枠軸方向の重量バランスをよくしようとす
るもので、さらに型枠回転時のバランスをよくす
るために型枠に回転を伝達する受動輪を次のよう
に設置する。 As described above, the formwork used in the present invention uses a thick-walled steel cylindrical body with a uniform cross section as the outer formwork, and uses a thin or lightweight inner formwork with an irregular shape in the axial direction. This aims to improve the directional weight balance, and in order to improve the balance when the formwork rotates, passive wheels that transmit rotation to the formwork are installed as follows.
図において10が回転動力を受ける受動輪であ
つて円筒状型枠1の外側において半割型1′,
1′に相応した半割状をなしており、両半割型
1′,1′を閉合した場合リング状の受動輪にな
る。この受動輪10の軸方向取付位置は図示する
ように節部成形分4a,4a間の中央位置とし、
バランスを良くする。 In the figure, reference numeral 10 denotes a passive wheel that receives rotational power, and on the outside of the cylindrical formwork 1 there is a half-split mold 1',
1', and when both half molds 1', 1' are closed, it becomes a ring-shaped passive wheel. The mounting position of the driven wheel 10 in the axial direction is set at the center between the joint portions 4a, 4a, as shown in the figure.
Improve your balance.
即ち本発明型枠では上記のように軸方向重量バ
ランスは比較的良好であるが、杭の遠心成形時に
は内型枠異形部即ち節部成形部分4aに生コンク
リートCが充填され回転時の重量バランスがわず
かにくずれることがある。このこと、および回転
時の振動伝達を考慮して、受動輪10は前記のよ
うに配設するのが良い。 That is, in the formwork of the present invention, the axial weight balance is relatively good as described above, but when the pile is centrifugally formed, the deformed part of the inner formwork, that is, the joint forming part 4a, is filled with ready-mixed concrete C, which affects the weight balance during rotation. may be slightly distorted. Considering this and vibration transmission during rotation, the driven wheel 10 is preferably arranged as described above.
本発明は上記のように円筒状型枠1の内側に節
部成形部分4aと胴部成形部分4bとを構成する
内型枠4を組込んだ型枠Aを用い、この型枠Aを
回転遠心装置上に節部成形部分4a,4a間の略
中央位置で受支するように載置して節付コンクリ
ート杭を遠心成形するものである。この成形に際
しては、予め円筒状型枠1の半割型1′,1′およ
およのび半割体4′,4′を両者共に分割開口して
内部に鉄筋篭等の芯材を装填するとともに、生コ
ンクリートを充填し、しかる後円筒状型枠1を内
型枠4共ども閉合締結しておき、また同時に型枠
両端部に円形状蓋11,11を嵌着しておく、そ
してこの状態の型枠Aを第4図および第5図のよ
うに回転遠心装置上に受動輪10の個所を駆動ロ
ーラと従動ローラで受支するように載置し、該ロ
ーラにより受動輪10を介して型枠Aに回転を与
え、公知の方法で回転遠心成形を行ない、さらに
成形後の蒸気養生、硬化および脱型等を従来と同
様に行なつて節付コンクリート杭Pを製造する製
造後は前記型枠1の半割型1′,1′の締結を解除
して分割すれば、内型枠4も同時に開口する。 As described above, the present invention uses a formwork A in which the inner formwork 4 constituting the joint forming part 4a and the body forming part 4b is incorporated inside the cylindrical formwork 1, and this formwork A is rotated. The knotted concrete pile is centrifugally formed by being placed on a centrifugal device so as to be supported at substantially the center between the knotted forming portions 4a, 4a. During this molding, the half molds 1', 1' and the elongated half bodies 4', 4' of the cylindrical form 1 are opened in advance, and a core material such as a reinforcing bar cage is loaded inside. At the same time, fresh concrete is filled, and then the cylindrical formwork 1 and the inner formwork 4 are closed and fastened, and at the same time, circular lids 11, 11 are fitted to both ends of the formwork, and The formwork A in this state is placed on a rotating centrifugal device as shown in FIGS. 4 and 5 so that the driven wheel 10 is supported by the driving roller and the driven roller, and the driven wheel 10 is supported by the roller. After manufacturing, the formwork A is rotated through the mold, and rotary centrifugal molding is performed by a known method, and steam curing, curing, demolding, etc. after molding are performed in the same manner as before to manufacture the knotted concrete pile P. When the half molds 1', 1' of the mold 1 are released and divided, the inner mold 4 is opened at the same time.
本発明は以上のようにして節付コンクリート杭
を成形即ち製造するものであるが、これに用いる
型枠Aは全長に亘つて同一径の単なる半割円筒状
型枠1と、これに対応した半割円形をなしかつ節
部成形部分4aおよび胴部成形部分4bを構成す
る内型枠4とを組合せてなるがために、遠心成形
時や運搬およびPc鋼材緊張時等の際の強度上は
外側の円筒状型枠1を鋼製厚肉にして強固にすれ
ばよく、内型枠4は成形に支障がない程度に肉薄
にしたり、金属に比し軽量な合成樹脂にて形成す
ることが可能であり、またこれにより内型枠4が
異形断面であるにも拘らず軸方向重量バランスが
略一定の型枠を形成することができる。殊に、内
型枠4は、遠心成形時にコンクリートが多く集つ
て回転による遠心力が大きくなる節部成形部分4
aが、外側の円筒状型枠1に当接するように組込
まれているため、この節部成形部分4aの遠心力
を外側の型枠1によつて受けることができ、内型
枠が比較的薄肉のものであつても十分な強度を具
有し得る。しかも節部成形部分4aが外方へ膨出
していないため、回転遠心成形時の安定性つまり
は回転バランスが、外方へ膨出した節部成形部分
を有する型枠に比して良好となり、円筒状型枠1
の強度保持と相まつて振れ等が生じ難くなる。 The present invention forms or manufactures a knotted concrete pile as described above, and the formwork A used for this is a simple half-cylindrical formwork 1 with the same diameter over the entire length, and a corresponding one. Since it has a half-circle shape and is made of a combination of the joint molding part 4a and the inner mold frame 4 constituting the body molding part 4b, the strength is improved during centrifugal molding, transportation, and tensioning of the PC steel material. The outer cylindrical form 1 may be made of thick-walled steel to make it strong, and the inner form 4 may be made thin to the extent that it does not interfere with molding, or may be made of synthetic resin, which is lighter than metal. This is possible, and this makes it possible to form a mold with a substantially constant axial weight balance even though the inner mold 4 has an irregular cross section. In particular, the inner formwork 4 is formed at joint forming portions 4 where a large amount of concrete gathers during centrifugal forming and centrifugal force due to rotation becomes large.
a is assembled so as to be in contact with the outer cylindrical form 1, so that the centrifugal force of the joint molded portion 4a can be received by the outer form 1, and the inner form is relatively thin. It can have sufficient strength even if it is made of aluminum. Moreover, since the joint molding portion 4a does not bulge outward, the stability during rotary centrifugal molding, that is, the rotational balance, is better than that of a mold having a joint molding portion that bulges outward. Cylindrical formwork 1
Coupled with maintaining strength, it is difficult for runout to occur.
のみならず、本発明においては型枠A全体を節
部成形部分4a,4a間の略中央位置かで受支し
て遠心成形を行なうので、内部に充填されたコン
クリート素材が異形であるにも拘らず、回転バラ
ンスがきわめて良く、上記の軸方向重量バランス
の良さと相まつてきわめて良好な遠心成形を行な
える。 In addition, in the present invention, centrifugal forming is performed by supporting the entire formwork A at a substantially central position between the joint forming portions 4a, 4a, so that even if the concrete material filled inside is irregularly shaped, Regardless, the rotational balance is very good, and together with the above-mentioned good axial weight balance, very good centrifugal molding can be performed.
従つて本発明によれば、上記の円筒状型枠1を
利用したことによる形態上の安定性保持効果と型
枠受支状態のバランスの良さとが相まつて、非常
に回転バランスがよく振れが生じない状態で良好
な遠心成形を行なえ、それゆえ節部末端にまでコ
ンクリート素材を確実に充填でき、材料分離を起
成したり杭体が歪弱になるおそれがなく、強靭な
良質の節付コンクリート杭を割実に製造できる。 Therefore, according to the present invention, the effect of maintaining morphological stability by using the above-mentioned cylindrical formwork 1 and the well-balanced state of supporting the formwork are combined, and the rotational balance is very good and there is no runout. Good centrifugal forming can be performed without any formation of knots, and therefore the concrete material can be reliably filled to the ends of the joints, and there is no risk of material separation or weakening of the pile body, resulting in strong, high-quality joints. Concrete piles can be manufactured at a reasonable cost.
また本発明の製造用型枠によれば、回転動力を
受ける受動輪10を節部成形部分4a,4a間の
略中央位置に配してあるため、回転遠心成形時の
受支位置の設定が容易かつ正確に行なえる上、回
転伝達時に発生する振動が節部へ伝達することが
なく、以て材料分離等の全くない強固な節部を有
する節杭を遠心成形でき、上記製造方法を容易か
つ好適に実施できる。また円筒状型枠1を利用
し、これと内型枠4とを組合せたものであるか
ら、節付コンクリートPc杭を製造する場合に特
に好適なものである。即ち外方へ膨出した節部成
形部分を有する異径断面の型枠ではその両端部に
Pc鋼材緊張時の圧縮力が作用すると型枠屈曲部
の応力集中により座屈が生じるおそれがあるが、
本発明の場合には全長にわたつて同一径の鋼製円
筒状型枠1が前記圧縮力を負担し、しかも内型枠
4の節部成形部分4aを円筒状型枠1に内接させ
たことで、内型枠4の圧縮力の負担が小さく座屈
発生のおそれがない。 Furthermore, according to the manufacturing mold of the present invention, since the passive wheel 10 that receives rotational power is arranged approximately at the center position between the knot molding parts 4a, 4a, the setting of the support position during rotary centrifugal molding is easy. In addition to being easy and accurate, the vibrations generated during rotation transmission are not transmitted to the joints, making it possible to centrifugally form joint piles with strong joints without any material separation, making the above manufacturing method easy. And it can be carried out suitably. Furthermore, since the cylindrical formwork 1 is used in combination with the inner formwork 4, it is particularly suitable for manufacturing knotted concrete Pc piles. In other words, in a formwork with a cross-section of different diameters that has a joint forming part that bulges outward, there is a
When compressive force is applied to PC steel under tension, buckling may occur due to stress concentration at the bends of the formwork.
In the case of the present invention, the compressive force is borne by the steel cylindrical formwork 1 having the same diameter over the entire length, and the joint forming portion 4a of the inner formwork 4 is inscribed in the cylindrical formwork 1. As a result, the burden of compressive force on the inner formwork 4 is small and there is no risk of buckling.
また、型枠Aは内型枠4の半割体4′,4′を、
外側の半割円筒状型枠1の半割型1′,1′毎に割
面位置を対応させて組込み止定してあるため、半
割方1′と半割体4′とを一体のものとして取り扱
え、両者同時に閉合あるいは開口させることがで
き、内外二重の型枠よりなるものであるにも拘ら
ず、型枠の開閉操作が容易である。 In addition, the formwork A has half parts 4', 4' of the inner formwork 4,
Since the half molds 1' and 1' of the outer half cylindrical formwork 1 are assembled and fixed with corresponding split surface positions, the half molds 1' and the half body 4' are integrated. Both sides can be closed or opened at the same time, and even though it is made up of double molds inside and outside, it is easy to open and close the molds.
さらに円筒状型枠1と内型枠4とを組合せた型
枠Aは、前記両者をボルトにて締結することがで
き、そうした場合においては組立て分解が容易で
運搬等の取扱いに便利であり、特に内型枠4を複
数体に分離形成した場合には前記操作が一層容易
で製作し易すく、また内型枠4が摩耗損傷した場
合その個所の単体だけを交換することが可能で経
済的である。また一の円筒状型枠1に対し径の異
なる数種の内型枠4を製造すべき節付コンクリー
ト杭に応じて組込み固定することができ便利であ
る。 Furthermore, the formwork A, which is a combination of the cylindrical formwork 1 and the inner formwork 4, can be fastened together with bolts, and in such a case, it is easy to assemble and disassemble, and it is convenient for handling such as transportation. In particular, when the inner formwork 4 is formed separately into a plurality of parts, the above-mentioned operation is easier and manufacturing is easier, and if the inner formwork 4 is worn and damaged, only that part can be replaced, which is economical. It is. Further, it is convenient because several types of inner formwork 4 having different diameters can be incorporated and fixed into one cylindrical formwork 1 according to the knotted concrete pile to be manufactured.
図は本発明の実施例を示すものであり、第1図
は型枠を半割開口した一方の平面図、第2図は第
1図−線における断面図、第3図は他の実施
例を示す縦断側面図、第4図および第5図は回転
遠心成形時の状態を示す一部欠載平面図と横断面
図である。
1……半割円筒状型枠、1′,1′……半割型、
4……内型枠、4a……節部成形部分、4b……
胴部成形部分、4′,4′……半割体、10……受
動輪。
The drawings show an embodiment of the present invention, in which Fig. 1 is a plan view of one half of the formwork, Fig. 2 is a sectional view taken along the line shown in Fig. 1, and Fig. 3 is another embodiment. FIGS. 4 and 5 are a partially cutaway plan view and a cross-sectional view showing the state during rotary centrifugal molding. 1...Half-split cylindrical formwork, 1',1'...Half-split mold,
4...Inner formwork, 4a...Knot molded part, 4b...
Body molded part, 4', 4'...Half body, 10...Passive wheel.
Claims (1)
内側に、これに相応した半割円形をなしかつ節部
成形部分と胴部成形部分とを構成する内型枠の半
割体を、それぞれ前記半割型と割面位置を対応さ
せかつ前記節部成形分を半割型内面に当接させる
ように組込み止定した型枠を用い、 前記型枠を前記円筒状型枠の外側における節部
成形部分間の略中央位置で受支して回転遠心成形
することを特徴とする節付コンクリート杭の製造
方法。 2 分割開閉可能な半割円筒状型枠の両半割型の
内側に、これに相応した半割円形をなしかつ節部
成形部分と胴部成形部分とを構成する内型枠の半
割体を、それぞれ前記半割型と割面位置を対応さ
せかつ前記節部成形分を半割型内面に当接させる
ように組込み止定するとともに、前記円筒状型枠
の外側における節部成形部分間の略中央位置に回
転動力を受ける受動輪を配設してなる節付コンク
リート杭の製造用型枠。 3 内型枠の節部成形部分と胴部成形部分とを全
長にわたつて交互に連続して形成してある特許請
求の範囲第2項記載の節付コンクリート杭の製造
用型枠。[Scope of Claims] 1. A half-split cylindrical formwork that can be opened and closed has a corresponding half-circular shape on the inside of both halves, and an inner part that constitutes the knot molding part and the body molding part. Using a formwork in which the halves of the formwork are assembled and fixed in such a way that the positions of the cut surfaces correspond to the half molds and the joint molded parts are brought into contact with the inner surfaces of the half molds, A method for manufacturing a knotted concrete pile, characterized in that the concrete pile is rotatably centrifugally formed by being supported at a substantially central position between the knot-formed portions on the outside of the cylindrical formwork. 2 A half body of an inner formwork that has a corresponding half circle on the inside of both halves of a half-split cylindrical form that can be opened and closed, and that constitutes a joint molding part and a body molding part. are assembled and fixed in such a way that the positions of the split surfaces correspond to the half-mold molds, and the joint molded parts are brought into contact with the inner surface of the half-split mold, and the joint molded parts on the outside of the cylindrical mold are fixed. A formwork for manufacturing knotted concrete piles, which has a passive wheel that receives rotational power placed approximately in the center of the frame. 3. A formwork for manufacturing a knotted concrete pile according to claim 2, wherein the knot-formed portion and the body-formed portion of the inner formwork are alternately and continuously formed over the entire length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16487680A JPS5787906A (en) | 1980-11-21 | 1980-11-21 | Manufacture of concrete pile with knot and formwork for its manufacture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16487680A JPS5787906A (en) | 1980-11-21 | 1980-11-21 | Manufacture of concrete pile with knot and formwork for its manufacture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5787906A JPS5787906A (en) | 1982-06-01 |
| JPS6328001B2 true JPS6328001B2 (en) | 1988-06-07 |
Family
ID=15801589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16487680A Granted JPS5787906A (en) | 1980-11-21 | 1980-11-21 | Manufacture of concrete pile with knot and formwork for its manufacture |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5787906A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0180502U (en) * | 1987-11-18 | 1989-05-30 | ||
| JPH01123704U (en) * | 1988-02-13 | 1989-08-23 | ||
| JPH02117201U (en) * | 1989-06-21 | 1990-09-19 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2729223B2 (en) * | 1988-11-11 | 1998-03-18 | 株式会社ジオトップ | Concrete pile manufacturing equipment |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5357217A (en) * | 1976-11-04 | 1978-05-24 | Takechi Komusho Kk | Centrifugal apparatus for production of knotted concrete piles |
-
1980
- 1980-11-21 JP JP16487680A patent/JPS5787906A/en active Granted
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0180502U (en) * | 1987-11-18 | 1989-05-30 | ||
| JPH01123704U (en) * | 1988-02-13 | 1989-08-23 | ||
| JPH02117201U (en) * | 1989-06-21 | 1990-09-19 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5787906A (en) | 1982-06-01 |
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