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JPH0341326B2 - - Google Patents
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JPH0341326B2 - - Google Patents

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Publication number
JPH0341326B2
JPH0341326B2 JP55162500A JP16250080A JPH0341326B2 JP H0341326 B2 JPH0341326 B2 JP H0341326B2 JP 55162500 A JP55162500 A JP 55162500A JP 16250080 A JP16250080 A JP 16250080A JP H0341326 B2 JPH0341326 B2 JP H0341326B2
Authority
JP
Japan
Prior art keywords
formwork
split
cylindrical
joint
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 - Lifetime
Application number
JP55162500A
Other languages
Japanese (ja)
Other versions
JPS5784814A (en
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 filed Critical
Priority to JP16250080A priority Critical patent/JPS5784814A/en
Publication of JPS5784814A publication Critical patent/JPS5784814A/en
Publication of JPH0341326B2 publication Critical patent/JPH0341326B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は構築物、建築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
造用型枠に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a formwork for manufacturing knotted concrete piles, which are mainly used as friction piles as foundation piles for structures, buildings, etc.

従来、基礎杭として用いられているコンクリー
ト杭の製造においては、半割直円筒状の成形用型
枠と、駆動軸と従動軸を並設するとともに該両軸
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
載し、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料
に遠心力を起成せしめ、予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 production of concrete piles used as foundation piles, a rotating mold is used in which a half-split right 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 centrifugal device, the formwork is placed on the rollers of the rotary centrifugal device, and the formwork is rotated by the rotational action of the rotary centrifugal device to generate 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 rebar cage that has been pre-loaded.

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た従来の型枠形態のもので
あると、これを上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、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。殊に前記のごとき形態の型枠はその製作
に手数がかかりコスト高となる上、Pc杭を製造
する場合には膨出した節部成形部分の屈曲部に応
力が集中し易く、従つて強度保持のために厚肉し
なければならない等の欠点があつた。
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 the mold is of a conventional form with a knot molded portion that bulges outward, when this is used in a rotary centrifugal device such as the one described above, the knot molded portion that has a bulged shape will be removed. Due to their presence, the balance during rotation tends to collapse, causing problems such as material separation and weakening of the pile body. In particular, formwork of the form described above is time-consuming and costly to manufacture, and when manufacturing PC piles, stress tends to concentrate at the bent portions of the bulged joint forming portions, resulting in poor strength. There were drawbacks such as the need for thick walls for retention.

本発明は、上記に鑑み、製作容易にして安価で
かつ強度保持に好適なしかもバランスよく良好な
回転遠心成形を行なえる節付コンクリート杭の製
造用型枠を提供すべくなしたものである。すなわ
ち本発明は、閉合締結可能な半割状型枠からな
り、この半割状型枠は、半割円筒状型枠の半割型
の内部に、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
半割体を嵌め込み、両者のフランジによる合せ面
を略同一平面に連接形成し、前記節部成形部分を
前記半割型内面に当接させて支持してなることを
特徴とする。
In view of the above, the present invention has been made to provide a formwork for manufacturing knotted concrete piles that is easy to manufacture, inexpensive, suitable for maintaining strength, and capable of well-balanced and good rotary centrifugal forming. That is, the present invention consists of a half-split formwork that can be closed and fastened, and this half-split formwork has a corresponding half-circular shape inside the half-split mold of the half-split cylindrical formwork, and a joint. The halves of the inner mold forming the body molded part and the body molded part are fitted, the mating surfaces of both flanges are connected to each other on substantially the same plane, and the joint molded part is brought into contact with the inner surface of the half mold. It is characterized by being brought into contact and supported.

次に本発明の実施例を図面に基いて説明する。
1′,1′は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半割円筒状型枠1が
構成されている。即ち前記半割型1′,1′の各接
合端部外側に係合フランジ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にて締結自在に設けられている。
Next, embodiments of the present invention will be described based on the drawings.
1', 1' are a pair of half molds with a semicircular cross section that bisect the cylinder in the longitudinal direction, and the pair of half molds 1', 1' can be used to open and close the half cylinders. A formwork 1 is constructed. That is, engaging flanges 2, 2 are provided on the outside of each joining end of the half molds 1', 1', respectively, and are provided so as to 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内型枠であり、
上記円筒状型枠1に相応して半割円形に分割形成
され、その半割体4′,4′がそれぞれ円筒状型枠
1の半割型1′,1′の内側に割面位置を対応させ
かつ前記節部成形部分4aを半割型1′,1′内面
に当接させるように半割型毎に嵌込まれ、両者の
フランジ2,5による合せ面を略同一平面に連接
形成するように、溶接あるいはボルト等による締
結その他の手段により結合されて、一体的に回転
し得る半割状型枠として構成されている。
Reference numeral 4 denotes an inner formwork that configures a joint molded portion 4a and a body molded portion 4b at required intervals in the longitudinal direction;
The cylindrical formwork 1 is divided into half-circular shapes corresponding to the above-mentioned cylindrical formwork 1, and the half bodies 4', 4' have their split surfaces inside the half-molds 1', 1' of the cylindrical formwork 1, respectively. The joint molded portions 4a are fitted into each half mold so that they are in contact with the inner surfaces of the half molds 1' and 1', and the mating surfaces formed by the flanges 2 and 5 of the two molds are connected to each other on substantially the same plane. They are connected by welding, fastening with bolts, or other means to form a half-split formwork that can rotate integrally.

第1図〜第3図の実施例は、内型枠4を円筒状
型枠1に対し溶接手段により連結した場合を示
し、内型枠4の半割体4′,4′の各接合端部外側
に合せ面となるフランジを一体に連設するととも
に、該フランジ5,5を円筒状型枠1の半割型
1′,1′の接合端部内側に溶接している。前記フ
ランジ5,5に相当する板体を半割体4′,4′と
半割型1′,1′との双方に溶接することもでき
る。
The embodiments shown in FIGS. 1 to 3 show the case where the inner formwork 4 is connected to the cylindrical formwork 1 by welding means, and each joint end of the half bodies 4', 4' of the inner formwork 4 is connected to the inner formwork 4 by welding means. A flange serving as a mating surface is integrally provided on the outside of the part, and the flanges 5, 5 are welded to the inside of the joining end of the half molds 1', 1' of the cylindrical formwork 1. It is also possible to weld plates corresponding to the flanges 5, 5 to both the half bodies 4', 4' and the half molds 1', 1'.

第4図および第5図は、ボルトによる締結の実
施例として、内型枠4の半割体4′,4′に連設し
た合せ面となるフランジ5,5を円筒状型枠1の
半割型1′,1′の接合端部内側に配設した雌ネジ
部付きの突起6,6に対接させてさらネジ7,7
にて締結した場合を示している。前記フランジ
5,5は半割体4′,4′および半割型1′,1′の
何れとも別体に形成しておく場合があり、この場
合第6図のようにフランジ5,5を半割体4′,
4′および半割型1′,1′の双方に配設した雌ネ
ジ部付きの突起8,8および6,6の対接させて
それぞれ上記と同様にさらネジ9,9および7,
7にて締結する。上記フランジ5,5の部分でボ
ルト締結する場合においては、内型枠4の節部成
形部分4aの外周を単に円筒状型枠1に内接させ
ておくだけでもよいが、節部成形部分4aにおい
ても内型枠4と円筒状型枠1との間の空隙を利用
してボルト等により締結することが望ましい。
4 and 5 show flanges 5, 5, which serve as mating surfaces, connected to halves 4', 4' of inner formwork 4, as an example of fastening by bolts, to the halves of cylindrical formwork 1. Counter-sunk screws 7, 7 are connected to the protrusions 6, 6 with female threads provided inside the joint ends of the split molds 1', 1'.
This shows the case where the agreement is concluded. The flanges 5, 5 may be formed separately from both the half bodies 4', 4' and the half molds 1', 1', and in this case, the flanges 5, 5 are formed separately from each other as shown in FIG. half body 4',
Protrusions 8, 8 and 6, 6 with female threads disposed on both the molds 1', 1' and the half molds 1', 1' face each other with countersunk screws 9, 9 and 7, respectively, in the same manner as above.
The agreement will be concluded at 7. When bolting is performed at the flanges 5, 5, the outer periphery of the joint molded portion 4a of the inner form 4 may be simply inscribed in the cylindrical form 1, but the joint molded portion 4a may be simply inscribed in the cylindrical form 1. Also, it is desirable to utilize the gap between the inner formwork 4 and the cylindrical formwork 1 to fasten them with bolts or the like.

節部成形部分4aでのボルトによる締結手段と
しては、例えば第7図のように、節部成形部分4
aの外周面部41の両側端を周方向連続状または
不連続状にして型枠軸心方向に延出させて、該延
出端部41′,41′の個所を円筒状型枠1にボル
ト締着10する。また円筒状型枠1の内径が内型
枠4の節部成形部分4aの外径より若干大きく両
者間に間隔が存する場合、節部成形部分4aの外
周面部41には前記間隔に相応した突起等の間隔
保持部11を例えば第8図および第9図のように
設ければよく、特にこの場合同図のように間隔保
持部11を円筒状型枠1にボルト締着10するこ
とも可能である。この間隔保持部11は周方向に
連続状のほか、第10図のように不連続状に設け
ることができる。なお、この節部成形部分4aで
の締結だけで、内型枠4を円筒状型枠1に固設し
た状態に保持するよう実施することもできるが、
強度上は上記したフランジ5,5の部分での、ボ
ルト締結と併用するのがよい。
For example, as shown in FIG.
Both ends of the outer circumferential surface portion 41 of a are made continuous or discontinuous in the circumferential direction and extend in the axial direction of the formwork, and the extending end portions 41' and 41' are bolted to the cylindrical formwork 1. Tighten 10 times. Further, when the inner diameter of the cylindrical formwork 1 is slightly larger than the outer diameter of the joint molded portion 4a of the inner mold 4 and there is a gap between the two, the outer peripheral surface 41 of the joint molded portion 4a has a protrusion corresponding to the distance. For example, it is sufficient to provide the space holding portion 11 as shown in FIGS. 8 and 9. In this case, it is also possible to fasten the space holding portion 11 to the cylindrical formwork 1 with bolts 10 as shown in the same figure. It is. The spacer 11 may be provided continuously in the circumferential direction, or may be provided discontinuously as shown in FIG. 10. It should be noted that it is also possible to maintain the inner formwork 4 in a fixed state in the cylindrical formwork 1 by simply fastening the joint molded portions 4a;
In terms of strength, it is preferable to use the above-mentioned flanges 5, 5 together with bolt fastening.

また、何れの実施例においても、内型枠4の胴
部成形部分4bの外周には型枠長手方向の所要個
所に周方向のリブ12を、周方向所要個所には型
枠長手方向のリブ13をそれぞれ円筒状型枠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。前記リブ12および
13を第11図のように円筒状型枠1にボルト締
着14すると、内型枠4が一層強固になる。
Further, in any of the embodiments, circumferential ribs 12 are provided on the outer periphery of the body molding portion 4b of the inner formwork 4 at required positions in the longitudinal direction of the formwork, and ribs in the longitudinal direction of the formwork are provided at required positions in the circumferential direction. 13 are preferably provided so as to be inscribed in the cylindrical formwork 1, respectively, so that the inner formwork 4 can be reinforced and thinned. When the ribs 12 and 13 are bolted 14 to the cylindrical formwork 1 as shown in FIG. 11, the inner formwork 4 becomes even stronger.

上記の内型枠4つまり半割体4′,4′は、節部
成形部分4aと胴部成形部分4bとを全長にわた
つて交互に連続状に形成しておくのであるが、そ
の形成方法としては、第12図のように各節部成
形部分4aと各胴部成形部分4bごとにプレス加
工等により分離形成し、この各部分を溶接により
連接するか、第13図のように各節部成形部分4
aの外周面部41と他の部分とに分離してプレス
加工等により形成し、この各部分を溶接により連
接する。また前記外周面部41の中央で複数体に
分離形成しておいて溶接することもできる。さら
に前記分離形成した各部分を溶接しないでおき、
円筒状型枠1への取付け締結によつて全長にわた
つて連続状の内型枠4を構成することも可能であ
る。
The inner formwork 4, that is, the half bodies 4', 4', is formed by forming joint forming portions 4a and body forming portions 4b alternately and continuously over the entire length. As shown in Fig. 12, each joint molded part 4a and each trunk molded part 4b are separately formed by press working, etc., and these parts are connected by welding, or each joint part molded part 4b is formed separately as shown in Fig. 13. Part molding part 4
The outer circumferential surface portion 41 of a and other portions are formed separately by press working or the like, and these portions are connected by welding. Further, it is also possible to separately form a plurality of pieces at the center of the outer circumferential surface portion 41 and then weld them. Further, each of the separately formed parts is not welded,
By attaching and fastening the inner formwork 4 to the cylindrical formwork 1, it is also possible to form a continuous inner formwork 4 over the entire length.

図中、15は回転動力を受ける受動輪であり、
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いる。
In the figure, 15 is a passive wheel that receives rotational power.
The outside of the cylindrical formwork 1 has a half-shape corresponding to the half-split molds 1', 1'.

本発明は上記の構成よりなり、これにより節付
コンクリート杭を成形するに際しては、予め二つ
の半割状型枠、すなわち円筒状型枠1の半割型
1′,1′および内型枠4の半割体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、セメント、砂利、砂、水等を混練し
てなる所定量の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共ども閉合締結する。
特に内型枠4の半割体4′が外側の半割円筒状型
枠1の半割型1′の内部に嵌め込み、両者のフラ
ンジ5,2による合せ面を略同一平面に連接形成
して、半割状型枠として一体に構成しているか
ら、型枠1の半割型1′,1′の閉合締結により、
内型枠4の半割体4′,4′も閉合させることがで
きる。この半割状型枠の閉合と同時に型枠両端部
に円形状蓋16,16を嵌着しておく。そしてこ
の状態の型枠Aを回転遠心装置上に受動輪15の
個所で受支するように第14図及び第15図のご
とく載置し、公知の方法で回転遠心成形を行な
い、さらに蒸気養生、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10を製造
するものである。
The present invention has the above-mentioned configuration, and when forming a knotted concrete pile, two half-shaped formworks are prepared in advance, namely, the half-split molds 1' and 1' of the cylindrical formwork 1 and the inner formwork 4. Both halves 4' and 4' are opened and a core material such as a reinforcing bar cage is loaded inside, and a predetermined amount of ready-mixed concrete made by mixing cement, gravel, sand, water, etc. is filled. After that, the cylindrical formwork 1 and the inner formwork 4 are closed and fastened together.
In particular, the half body 4' of the inner formwork 4 is fitted into the inside of the half mold 1' of the outer half cylindrical formwork 1, and the mating surfaces formed by the flanges 5 and 2 of the two are connected to each other on substantially the same plane. Since it is integrally constructed as a half-split formwork, by closing and fastening the half-split molds 1' and 1' of the formwork 1,
The halves 4', 4' of the inner formwork 4 can also be closed. At the same time as the half-split formwork is closed, circular lids 16, 16 are fitted to both ends of the formwork. Then, the formwork A in this state is placed on a rotary centrifugal device so as to be supported by the passive wheel 15 as shown in FIGS. The knotted concrete pile 10 is manufactured by performing curing, demolding, etc. in the same manner as conventional methods.

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も同時に開口し、
難なくコンクリート杭を取り出すことができる。
After manufacturing, if the half molds 1', 1' of the form 1 are released and divided, the inner form 4 will be opened at the same time,
Concrete piles can be taken out without difficulty.

しかして本発明に係る型枠Aは全長にわたつて
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
てなるから、遠心成形時や運搬等の強度上は外側
の円筒状型枠1を厚肉にして強固にすれば充分で
あり、内型枠4を成形に支障がない程度に肉薄に
することも可能で外側の円筒状型枠1を重くする
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まつて回転作用による遠心力
が大きくなる節部成形部分4a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に、
この節部成形部分4aでの遠心力を外側の型枠1
によつて受けることができ、異形の内型枠が比較
的薄肉のものであつても充分な強度を具有し得
る。しかも節部成形部分4aが外方へ張出してい
ないために、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によ
る強度保持と相まつて振れ等が生じ難く良好な遠
心成形が行なえる。殊に内型枠の節部成形部分4
aを半割円筒状型枠1の内面に当接させて支持し
たことで、回転遠心時の節部のコマ振り回転を防
止できるとともに、外側の型枠1の微振動を直接
節部成形部分4aに伝達できることと遠心力とに
よつて節部コンクリートの締め固めを確実良好に
なし得る。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、強靭な節付コンク
リート杭を製造することができる。
Therefore, the formwork A according to the present invention has a simple half-cylindrical formwork 1 having the same diameter over its entire length, and a corresponding half-circle shape, and has a joint forming part 4a and a body forming part 4b. Since the inner formwork 4 is combined with the inner formwork 4, it is sufficient to make the outer cylindrical formwork 1 thick and strong in terms of strength during centrifugal molding and transportation, and the inner formwork 4 does not interfere with molding. It is also possible to make the outer cylindrical form 1 so thin that there is no wall, and the weight of the outer cylindrical form 1 can be increased. In particular, the inner formwork 4 is built in such a way that the joint forming part 4a, where a large amount of concrete gathers during centrifugal forming and the centrifugal force due to rotational action becomes large, comes into contact with the outer cylindrical formwork 1. ,
The centrifugal force at this joint forming part 4a is
Even if the irregularly shaped inner mold is relatively thin, it can have sufficient strength. Moreover, since the joint molding portion 4a does not protrude 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. Coupled with the strength maintained by the cylindrical formwork 1, good centrifugal molding can be performed with less vibration and the like. In particular, the joint molding part 4 of the inner formwork
By supporting a in contact with the inner surface of the half-split cylindrical formwork 1, it is possible to prevent the knots from rotating in a piecewise manner during centrifugation, and also to directly transmit the slight vibrations of the outer formwork 1 to the joint-molded parts. 4a and the centrifugal force, it is possible to ensure good compaction of concrete at the joints. Therefore, it is possible to reliably fill the concrete material up to the ends of the joints, and there is no risk of material separation or deformation of the pile body, making it possible to manufacture strong jointed concrete piles.

また円筒状型枠1と内型枠4とを組合せた本発
明の型枠Aは、軸心方向の圧縮強度に強く、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よりPc
鋼材緊張時の圧縮応力が作用すると型枠屈曲部で
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つて同一径の円筒状型
枠1が前記圧縮応力を負担するので、座屈発生の
おそれがない。
Further, the formwork A of the present invention, which is a combination of the cylindrical formwork 1 and the inner formwork 4, has high compressive strength in the axial direction and 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, Pc
When compressive stress is applied during tensioning of steel materials, buckling may occur due to stress concentration at the bends of the formwork.
In the case of the present invention, since the cylindrical formwork 1 having the same diameter over its entire length bears the compressive stress, there is no risk of buckling occurring.

さらに円筒状型枠1と内型枠4とを図示する実
施例のように両型枠間の空隙を利用してボルトに
て締結するように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く、しかも内型枠4を形状
の決つた単体としてプレス加工にて大量に生産す
ることができコストを安くする利点があり、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。また一つ
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従来型枠に比べ軽量で便利で
ある。
Furthermore, in the case where the cylindrical formwork 1 and the inner formwork 4 are fastened together with bolts using the gap between the two formworks, as in the illustrated embodiment, assembly and disassembly are easy, and transportation, etc. It is convenient to handle, and especially when the inner formwork 4 is formed separately into a plurality of parts, the operation is easier and easier to manufacture, and the inner formwork 4 can be mass-produced by press processing as a single unit with a fixed shape. This has the advantage of reducing costs, and when the inner formwork 4 is worn and damaged, it is possible to replace only that part alone, which is economical. Also, for one cylindrical formwork 1, several types of inner formworks 4 with different diameters are used.
It can be incorporated and fixed according to the knotted concrete pile to be manufactured, and is lighter and more convenient than conventional formwork.

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

図は本発明の実施例を示すものであり、第1図
は円筒状型枠と内型枠とを溶接した場合を示す半
割開口した一方の平面図、第2図は前図−線
における型枠閉合時の断面図、第3図は前図一部
の拡大断面図、第4図は円筒状型枠と内型枠とを
ボルトにより締結した場合の1実施例を示す半割
開口した一方の平面図、第5図は前図−線に
おける一部の型枠閉合状態の拡大断面図、第6図
は他の実施例を示す半割開口した一方の平面図、
第7図は節部成形部分での締結例を示す縦断面
図、第8図および第9図はそれぞれ円筒状型枠の
径が大きくなつた場合の節部成形部分での締結例
を示す一部の縦断面図、第10図は同横断面図、
第11図は胴部成形部分外周のリブを円筒状型枠
に締結した場合の一部の断面図、第12図および
第13図はそれぞれ内型枠の製作例を示す略示縦
断面図、第14図および第15図は回転遠心成形
時の状態を示す平面図および横断面図、第16図
は製造すべき節付コンクリート杭の斜視図であ
る。 1……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、5,5……フラ
ンジ、41……外周面部。
The figures show an embodiment of the present invention, and FIG. 1 is a plan view of one side with a half opening showing the case where a cylindrical form and an inner form are welded together, and FIG. A sectional view when the formwork is closed, Fig. 3 is an enlarged sectional view of a part of the previous figure, and Fig. 4 is a half-opened form showing an embodiment in which the cylindrical formwork and the inner formwork are fastened with bolts. One plan view, FIG. 5 is an enlarged cross-sectional view of a part of the formwork in a closed state taken along the line from the front figure, and FIG. 6 is a plan view of one half-opened side showing another embodiment.
Fig. 7 is a longitudinal sectional view showing an example of fastening at a joint forming part, and Figs. 8 and 9 are respectively showing examples of fastening at a joint forming part when the diameter of the cylindrical formwork increases. A vertical cross-sectional view of the section, FIG. 10 is a cross-sectional view of the same,
FIG. 11 is a partial sectional view when the ribs on the outer periphery of the body molding part are fastened to the cylindrical form; FIGS. 12 and 13 are schematic vertical sectional views showing examples of manufacturing the inner form, respectively; 14 and 15 are a plan view and a cross-sectional view showing the state during rotary centrifugal forming, and FIG. 16 is a perspective view of a knotted concrete pile to be manufactured. 1...Cylindrical formwork, 1', 1'...Half mold, 4...
...Inner formwork, 4a...Knob molded part, 4b...Body part molded part, 4', 4'...Half body, 5, 5...Flange, 41...Outer peripheral surface part.

Claims (1)

【特許請求の範囲】 1 閉合締結可能な半割状型枠からなり、この半
割状型枠は、半割円筒状型枠の半割型の内部に、
これに相応した半割円形をなしかつ節部成形部分
胴部成形部分を構成する内型枠の半割体を嵌め込
み、両者のフランジによる合せ面を略同一平面に
連接形成し、前記節部成形部分を半割型内面に当
接させて支持してなることを特徴とする節付コン
クリート杭の製造用型枠。 2 二つの半割状型枠を合せ面で対接させ締結し
た状態において節部成形部分および胴部成形部分
が対応するように形成され特許請求の範囲第1項
記載の節付コンクリート杭の製造用型枠。 3 内型枠の半割体をそれぞれ円筒状型枠の半割
型に溶接手段により固設してなる特許請求の範囲
第1項記載の節付コンクリート杭の製造用型枠。 4 内型枠の半割体をそれぞれ円筒状型枠の半割
型にボルト締結手段により固定してなる特許請求
の範囲第1項記載の節付コンクリート杭の製造用
型枠。 5 内型枠は、部成形部分で複数体に分離形成し
てこれを溶接手段により連接するとともに、半円
状縁部にフランジを溶着することにより形成され
てなる特許請求の範囲第1項、第2項、第3項ま
たは第4項記載の節付コンクリート杭の製造用型
枠。
[Scope of Claims] 1. Consists of a half-split formwork that can be closed and fastened, and this half-split formwork has a half-split mold inside the half-split cylindrical formwork,
A corresponding half-circular shape is formed, and the half body of the inner mold forming the body molding part is fitted into the joint molding part, and the mating surfaces of both flanges are connected and formed on substantially the same plane, and the joint molding A formwork for manufacturing a knotted concrete pile, characterized in that a part is supported by abutting on the inner surface of a half-split mold. 2. Manufacture of a knotted concrete pile according to claim 1, in which the knot molded part and the body molded part are formed so as to correspond to each other when two half-split formworks are fastened with their mating surfaces facing each other. Formwork for. 3. A formwork for manufacturing a knotted concrete pile according to claim 1, wherein each half of the inner formwork is fixed to each half of a cylindrical formwork by welding means. 4. A formwork for manufacturing a knotted concrete pile according to claim 1, wherein each half of the inner formwork is fixed to each half of a cylindrical formwork by bolt fastening means. 5. Claim 1, wherein the inner mold is formed by separating into a plurality of parts at the molded part and connecting them by welding means, and by welding a flange to the semicircular edge. Formwork for manufacturing knotted concrete piles according to paragraph 2, paragraph 3, or paragraph 4.
JP16250080A 1980-11-17 1980-11-17 Formwork for manufacturing concrete pile with knob Granted JPS5784814A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16250080A JPS5784814A (en) 1980-11-17 1980-11-17 Formwork for manufacturing concrete pile with knob

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16250080A JPS5784814A (en) 1980-11-17 1980-11-17 Formwork for manufacturing concrete pile with knob

Publications (2)

Publication Number Publication Date
JPS5784814A JPS5784814A (en) 1982-05-27
JPH0341326B2 true JPH0341326B2 (en) 1991-06-21

Family

ID=15755795

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16250080A Granted JPS5784814A (en) 1980-11-17 1980-11-17 Formwork for manufacturing concrete pile with knob

Country Status (1)

Country Link
JP (1) JPS5784814A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928977Y2 (en) * 1976-07-07 1984-08-21 川崎重工業株式会社 Conveyor with shock absorber

Also Published As

Publication number Publication date
JPS5784814A (en) 1982-05-27

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