JPH0313044B2 - - Google Patents
Info
- Publication number
- JPH0313044B2 JPH0313044B2 JP26878687A JP26878687A JPH0313044B2 JP H0313044 B2 JPH0313044 B2 JP H0313044B2 JP 26878687 A JP26878687 A JP 26878687A JP 26878687 A JP26878687 A JP 26878687A JP H0313044 B2 JPH0313044 B2 JP H0313044B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- joint
- cylindrical
- knot
- mold
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 87
- 238000000465 moulding Methods 0.000 claims description 22
- 238000004519 manufacturing process Methods 0.000 claims description 19
- 238000009751 slip forming Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000000463 material Substances 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000001788 irregular Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000011162 core material Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 230000013011 mating Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- 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
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に
遠心力を起成せしめ、予じめ装填された鉄筋籠等
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、その
位置いかんによつては前記の回転遠心装置による
遠心成形の際に、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。すなわち受動輪を節
部間の位置に設けた場合、回転動力を受けると、
外方へ拡径された節部成形部分の内部にコンクリ
ートが多く集つて該部分の重量が胴部の個所より
重くなるため、回転作用による遠心力がこの節部
の個所で大きくなり、その結果回転バランスが不
安定になつて振れが生じ易いものである。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
かかりコスト高となる上、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 is provided that bulges outward, the shape of the mold in the axial direction becomes irregular, the structure becomes complicated, the axial weight balance is not constant, and the rotational power from the roller on the drive shaft becomes Even if the receiving wheels are arranged in a well-balanced manner at the required intervals in the axial direction of the formwork, depending on their position, the joints forming the bulging shape may occur during centrifugal forming using the rotary centrifugal device. Due to the presence of the molded parts, the balance during rotation tends to collapse, which causes problems such as material separation and weakening of the pile body. In other words, when a passive wheel is installed between the joints, when it receives rotational power,
A large amount of concrete gathers inside the joint molded part whose diameter is expanded outward, and the weight of this part becomes heavier than that of the body. Therefore, the centrifugal force due to rotational action increases at this joint part, and as a result, the rotation The balance becomes unstable and swings are likely to occur. In addition, the forming formwork of the above shape is time-consuming and costly to manufacture, and compressive stress when tensioning the Pc steel material is concentrated at the bent part of the joint forming part that bulges when manufacturing Pc piles. 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
を組込んだ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してなしたものであ
り、本発明はその製造方法とその実施に好適な製
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 incorporates a thin or lightweight axially deformed inner formwork for forming joints and a body inside a half-split cylindrical formwork formed from a relatively thick steel plate. By using a special formwork,
By improving the axial weight balance and considering the position of the supporting part of this formwork, the formwork can be supported in an even better balance, allowing for good rotary centrifugal molding without runout, resulting in high quality. This invention was made in an attempt to manufacture a knotted concrete pile, and the present invention aims to provide a manufacturing method thereof and a manufacturing form suitable for carrying out the method.
すなわち本発明は、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部分を半割
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
節部成形部分相当位置で受支して回転遠心成形す
る製造方法を特徴とする。また前記に用いる節付
コンクリートと杭の製造用型枠としては、前記半
割円筒状型枠の外側における節部成形部分相当位
置に回転動力を受ける受動輪を配設してなること
を特徴とする。 That is, the present invention provides an inner formwork which has a corresponding half circle on the inside of both half molds of a half-split cylindrical mold that can be opened and closed, and which constitutes a joint molding part and a body molding part. The half bodies are assembled and fixed in a formwork in which the positions of the cut surfaces correspond to the half molds and the joint molded portions are brought into contact with the inner surface of the half molds, and the formwork is fixed to the cylindrical mold. The manufacturing method is characterized by a manufacturing method in which rotary centrifugal molding is carried out by supporting at a position corresponding to the knot molding portion on the outside of the shaped mold. Furthermore, the formwork for manufacturing knotted concrete and piles used in the above is characterized in that a passive wheel receiving rotational power is arranged at a position corresponding to the joint forming part on the outside of the half-split cylindrical formwork. do.
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', 1' are a pair of half 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, engaging 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′の内側に半割型と割面
位置を対応させてかつ節部成形部分4aを半割型
1′,1′内面に当接させるように嵌込み、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. Fit the half molds 1', 1' so that the positions of the split surfaces correspond to the half molds, and the joint molded portions 4a are brought into contact with the inner surfaces of the half molds 1', 1'. Flanges 5, 5, which serve as mating surfaces provided on the outside of the joint ends of the bodies 4', 4', are welded to the inside of the joint ends of the half molds 1', 1', or by using countersunk screws 6 as shown in the figure. They are fixed by fastening 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、この場合は内型枠4をその厚肉を
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 form using its thick wall. It can also be fastened to the formwork 1 with bolts 7.
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 for the inner formwork 4 consisting of the half bodies 4', 4', the joint molded part 4a and the trunk molded part 4b are alternately formed over the entire length as shown in FIG. 1 or 3. 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 joint 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′を閉合した場合にリング状の受動輪にな
る。この受動輪10の軸方向配設位置は図示する
ように節部成形部分4a相当位置とし、バランス
を良くする。 In the figure, reference numeral 10 denotes a passive wheel that receives rotational power;
It has a half-shaped shape corresponding to 1', and becomes a ring-shaped passive ring when both half molds 1', 1' are closed. The axial position of the driven wheel 10 is set at a position corresponding to the joint molded portion 4a as shown in the figure to improve 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が多く充填されるために、この部分の
遠心力が他の個所よりも大きくなつて回転時の重
量バランスがくずれることがある。そのために、
受動輪10を前記のように配設しておく。 That is, although the formwork of the present invention has a relatively good axial weight balance as described above, during centrifugal forming of piles, the irregularly shaped inner formwork portions, that is, the joint forming portions 4a, are filled with a large amount of fresh concrete c. The centrifugal force in this part may be greater than in other parts, and the weight balance during rotation may be disrupted. for that,
The driven wheel 10 is 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相当位置で受
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をこれに組み込まれた内型枠4とと
もに分割開口して内部に鉄筋籠等の芯材を装填す
るとともに、生コンクリートを充填し、しかる後
に円筒状型枠1の半割型1′,1′をこれに組み込
まれた内型枠4の半割体4′,4′共ども閉合締結
し、また同時に、型枠両端部に円形状蓋11,1
1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を製造するものである。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も同時に分割開口し、難なくコン
クリート杭を取り出すことができる。 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. A knotted concrete pile is centrifugally formed by placing it on a centrifugal device so as to support it at a position corresponding to the knot forming portion 4a. During this forming, the cylindrical formwork 1 and the inner formwork 4 incorporated therein are divided into two parts, a core material such as a reinforcing bar cage is loaded inside the cylindrical formwork 1, and ready-mixed concrete is filled, and then the cylindrical formwork is formed. The half molds 1', 1' of the frame 1 and the half bodies 4', 4' of the inner mold 4 incorporated therein are closed and fastened, and at the same time, circular lids 11, 1 are attached to both ends of the mold.
Insert 1. And formwork A in this state,
As shown in FIGS. 4 and 5, the driven wheel 10 is placed on a rotating centrifugal device so as to be supported by a driving roller and a driven roller, and rotated by the roller to formwork A via the driven wheel 10. The knotted concrete pile P is manufactured by applying the above-mentioned properties, performing rotary centrifugal molding using a known method, and further performing steam curing, hardening, demolding, etc. after molding in the same manner as in the past. After manufacturing, by releasing the fastening of the halves 1', 1' of the formwork 1 and dividing it, the inner formwork 4 is simultaneously opened and the concrete piles can be taken out without difficulty.
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。 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 molded part 4a and the inner mold frame 4 that constitutes the body molded 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 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.
殊に内型枠4は、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、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、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、あるいは節部成形部分間の略中央位置
で受支する場合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芯振れ等が生じ難くな
る。 In particular, the inner formwork 4 is built in such a way that the joint molded parts 4a, where a large amount of concrete gathers and the centrifugal force due to rotation becomes large, come into contact with the outer cylindrical form 1. The centrifugal force of 1 can be received by the outer formwork 1, and even if the inner formwork is relatively thin, it can have sufficient strength. Moreover, since the joint molding portion 4a does not bulge outward, the stability during rotary centrifugal molding, that is, the rotational balance, is affected by the mold having the joint molding portion bulging outward or between the joint molding portions. This is better compared to the case where the cylindrical formwork 1 is supported and supported at approximately the center position, and together with maintaining the strength of the cylindrical formwork 1, center runout and the like are less likely to occur.
のみならず、本発明においては型枠A全体を、
遠心成形時の回転による遠心力が最も大でれが生
じ易い節部成形部分4aの外周相当位置で受支し
て遠心成形を行なうので、遠心力による影響が少
なく、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、および節
部成形部分4aを外側の円筒状型枠1に当接させ
たことによる補強効果とも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, the entire formwork A is
Since the centrifugal force due to rotation during centrifugal forming is supported at a position corresponding to the outer periphery of the joint forming part 4a where sagging is most likely to occur, centrifugal forming is performed, so the influence of centrifugal force is small and the concrete material filled inside is supported. Despite the irregular shape, the rotational balance is extremely good, and this is combined with the above-mentioned good axial weight balance and the reinforcing effect of bringing the joint molded portion 4a into contact with the outer cylindrical formwork 1. Extremely good centrifugal molding can be performed.
したがつて本発明によれば、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
行なえるので、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抗体が
歪弱になるおそれがなく、強靭な良質の節付コン
クリート杭を確実に製造できる。 Therefore, according to the present invention, good centrifugal forming can be performed with a very well-balanced rotation and no runout, so the concrete material can be reliably filled to the ends of the joints, preventing material separation. There is no risk of antibodies becoming strain-weak, and strong, high-quality knotted concrete piles can be reliably produced.
また本発明の製造用型枠によれば、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、
上記製造方法の実施を好適になすは勿論、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
径の鋼製の円筒状型枠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。 Further, according to the manufacturing formwork of the present invention, the support position can be easily and accurately set during rotary centrifugal molding.
It is particularly suitable for manufacturing knotted concrete Pc piles because it is suitable for carrying out the above manufacturing method, and also utilizes the cylindrical formwork 1 and combines this with the inner formwork 4. It is. In other words, in a formwork with a different diameter cross section that has outwardly bulging joint forming parts, if compressive force is applied to the both ends of the formwork when tensioning the Pc steel material, there is a risk of buckling due to stress concentration at the bent part of the formwork. In the case of the present invention, the steel cylindrical formwork 1 having the same diameter over the entire length bears the compressive force,
Furthermore, since the joint molded portions 4a of the inner formwork 4 are inscribed in the cylindrical formwork 1, 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、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、半割型1′
と半割体4′とを一体のものとして取り扱え、半
割型1′,1′の閉合締結あるいは開口操作によつ
て内型枠4の半割体4′,4′も同時に閉合あるい
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 is fixed by assembling and fixing the halves 4', 4' of the inner formwork 4 with the positions of the halves corresponding to each of the halves 1', 1' of the halved cylindrical formwork 1. Because of this, half-split type 1'
The half bodies 4' and 4' can be treated as one body, and by closing and opening the half molds 1' and 1', the half bodies 4' and 4' of the inner formwork 4 are also closed or opened at the same time. Even though the formwork is double-layered, the formwork can be opened and closed easily.
さらに円筒状型枠1の半割型1′,1′に内型枠
4の半割体4′,4′を組込み止定した型枠Aは、
不使用の際半割状態で取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 is obtained by assembling and fixing the halves 4', 4' of the inner formwork 4 into the halves 1', 1' of the cylindrical formwork 1.
When not in use, the two halves can be fastened together with bolts, and in such a case, it is easy to assemble and disassemble, making it convenient for handling such as transportation.In particular, the inner formwork 4 can be separated into multiple pieces. In this case, the above-mentioned operation is easier and manufacturing is easier, and if the inner formwork 4 is worn and damaged, it is possible to replace only that part alone, which is economical. 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
せて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
成形部分相当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相当位置に回転動力
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 half bodies of the formwork are assembled and fixed so that the cut surface positions 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 producing a knotted concrete pile, characterized in that it is supported at a position corresponding to the knot forming portion on the outside of the cylindrical form and subjected to rotational centrifugal forming. 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 knot molding parts are brought into contact with the inner surface of the half-mold, and the joint molding parts on the outside of the cylindrical mold are fixed. A formwork for manufacturing knotted concrete piles, which is made up of passive wheels that receive rotational power at certain positions. 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 |
|---|---|---|---|
| JP26878687A JPS63212507A (en) | 1987-10-24 | 1987-10-24 | Manufacture of concrete pile with knot and formwork for manufacture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26878687A JPS63212507A (en) | 1987-10-24 | 1987-10-24 | Manufacture of concrete pile with knot and formwork for manufacture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63212507A JPS63212507A (en) | 1988-09-05 |
| JPH0313044B2 true JPH0313044B2 (en) | 1991-02-21 |
Family
ID=17463258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26878687A Granted JPS63212507A (en) | 1987-10-24 | 1987-10-24 | Manufacture of concrete pile with knot and formwork for manufacture |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63212507A (en) |
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 |
-
1987
- 1987-10-24 JP JP26878687A patent/JPS63212507A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63212507A (en) | 1988-09-05 |
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