JPH0819673B2 - High bending toughness PC pile cage assembly method - Google Patents

High bending toughness PC pile cage assembly method

Info

Publication number
JPH0819673B2
JPH0819673B2 JP5164264A JP16426493A JPH0819673B2 JP H0819673 B2 JPH0819673 B2 JP H0819673B2 JP 5164264 A JP5164264 A JP 5164264A JP 16426493 A JP16426493 A JP 16426493A JP H0819673 B2 JPH0819673 B2 JP H0819673B2
Authority
JP
Japan
Prior art keywords
muscle
muscles
support
tension
spiral
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 - Fee Related
Application number
JP5164264A
Other languages
Japanese (ja)
Other versions
JPH06346437A (en
Inventor
煕 六車
Original Assignee
株式会社タイムスエンジニアリング
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 株式会社タイムスエンジニアリング filed Critical 株式会社タイムスエンジニアリング
Priority to JP5164264A priority Critical patent/JPH0819673B2/en
Publication of JPH06346437A publication Critical patent/JPH06346437A/en
Publication of JPH0819673B2 publication Critical patent/JPH0819673B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、高曲靭性のプレストレ
ストコンクリート杭(以下PC杭と記す)に使用する補
強筋からなる籠を組み立てるための高曲靭性PC杭用籠
の組立て方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of assembling a cage for a high bending toughness PC pile for assembling a cage composed of reinforcing bars used for a high bending toughness prestressed concrete pile (hereinafter referred to as a PC pile).

【0002】[0002]

【従来の技術】従来、PC杭、即ち、縦方向にPC鋼材
からなる緊張筋を埋設し、全体に縦方向のプレストレス
を付与したPC杭が使用されている。また近年におい
て、螺旋筋(横拘束筋)を配することによって曲靭性を
高めた高曲靭性PC杭が開発されている。
2. Description of the Related Art Conventionally, there has been used a PC pile, that is, a PC pile in which a tension bar made of a PC steel material is embedded in the longitudinal direction and a prestress in the longitudinal direction is applied to the whole. Further, in recent years, a high bending toughness PC pile having improved bending toughness by arranging spiral reinforcements (lateral restraint reinforcements) has been developed.

【0003】この高曲靭性PC杭の横拘束筋は、PC鋼
材からなる緊張筋から離れたPC杭の表面近くに配置す
ることが好ましく、このため、本発明者は、図5に示す
ように螺旋筋支持用の支持筋1を円筒状に配置し、その
外側に螺旋筋2を固定して円筒籠状に組み立て、支持筋
1に型枠3内で張力を与えることにより螺旋筋2が所定
位置に配置されるようにしたPC杭の製造を開発した
(特公平5−17009号公報)。
[0003] It is preferable that the lateral restraint muscles of the high bending toughness PC pile are arranged near the surface of the PC pile away from the tension muscles made of PC steel. Therefore, the present inventor, as shown in FIG. The supporting muscles 1 for supporting the spiral muscles are arranged in a cylindrical shape, the spiral muscles 2 are fixed to the outer side of the supporting muscles 1 to assemble them into a cylindrical basket shape, and tension is applied to the supporting muscles 1 in the form 3 so that the spiral muscles 2 are predetermined. We have developed the manufacturing of PC piles so that they can be placed in position (Japanese Patent Publication No. 5-17009).

【0004】[0004]

【発明が解決しようとする課題】このような従来のPC
杭の製造においては、支持筋1と螺旋筋2による円筒籠
内に主筋であるPC鋼材からなる緊張筋を挿通する必要
があり、しかもこの緊張筋4は、プレストレスを導入す
るために緊張するものであるため、平行に配置されなけ
ればならない。しかも、緊張筋は十数メートルに及ぶも
のもあり、太さが約7〜14ミリメートル等のものを多
数使用するため、その挿通作業及び各緊張筋の両端の位
置決め作業を手作業で行うと多大の労力と時間を要する
という問題があった。
Such a conventional PC
In the manufacture of a pile, it is necessary to insert a tension muscle made of PC steel, which is the main muscle, into a cylindrical cage composed of the support muscles 1 and the spiral muscles 2, and the tension muscles 4 are tensioned to introduce prestress. It must be placed in parallel because it is a thing. Moreover, there are tens muscles that can reach a dozen meters, and since a large number of those having a thickness of about 7 to 14 millimeters are used, it is very difficult to manually perform the insertion work and the positioning work for both ends of each tense muscle. There is a problem that it takes labor and time.

【0005】本発明は、このような問題にかんがみ、緊
張筋の挿通及び位置決めが螺旋筋を含む籠組み立ての際
に適確になされる高曲靭性PC杭用籠の組立て方法を提
供することを目的としてなされたものである。
In view of the above problems, the present invention provides a method of assembling a cage for a high bending toughness PC pile, in which the insertion and positioning of the tense muscles are performed accurately during the cage assembly including the spiral muscles. It was done for the purpose.

【0006】[0006]

【課題を解決するための手段】上述の如き目的を達成す
るための本発明の要旨とするところは、螺旋筋を支持さ
せるための複数の支持筋を円筒状配置に位置決めするガ
イド装置と、該ガイド装置により位置決めされた支持筋
の先端を係合させて引き出す引き出し装置と、その引き
出される支持筋の外側に一定ピッチにて螺旋筋を沿わせ
る螺旋筋巻き付け装置とを使用し、前記引き出し装置
に、外周部分に円形配置の多数の支持筋嵌合部を有し、
その中心側に間隔を隔てた円形配置に多数の緊張筋挿通
孔を有する先端側端板を固定するとともに、前記ガイド
装置に、前記先端側端板と同配置に支持筋嵌合部と緊張
筋挿通孔を有する後端側端板を固定しておき、前記先端
側端板の支持筋嵌合部及び緊張筋挿通孔に前記支持筋の
先端とPC鋼材からなる緊張筋の先端とを嵌合させると
ともに、前記後端側端板の支持筋嵌合部及び緊張筋挿通
に前記支持筋及び緊張筋をガイドさせた状態で前記引
き出し装置により支持筋及び緊張筋を同時に引き出しつ
つ支持筋の外側に螺旋筋を巻き付けて固定することを特
徴としてなる高曲靭性PC杭用籠の組立て方法に存す
る。
The gist of the present invention for achieving the above-mentioned object is to provide a guide device for positioning a plurality of supporting muscles for supporting a spiral muscle in a cylindrical arrangement, and Using a drawer device that engages and draws out the tips of the support muscles positioned by the guide device, and a spiral winding device that causes spiral muscles to lie along the outside of the support muscles that are drawn out at a constant pitch. , Has a large number of support-muscle fitting parts arranged in a circular shape on the outer periphery,
Insert a number of tension muscles in a circular arrangement with a space on the center side
The tip side end plate having the hole is fixed, and the supporting device is tensioned to the guide device in the same arrangement as the tip side end plate.
A rear end side end plate having a muscle insertion hole is fixed, and a tip of the support muscle and a tip of a tension muscle made of PC steel are fitted to the support muscle fitting portion and the tension muscle insertion hole of the tip end plate. And the supporting muscle fitting part of the end plate on the rear end side and the insertion of the tension muscle.
For a high-bending toughness PC pile, characterized in that a spiral muscle is wound around and fixed to the outside of the support muscle while simultaneously pulling out the support muscle and the tension muscle by the pulling-out device while guiding the support muscle and the tension muscle in the hole . It depends on how to assemble the basket.

【0007】[0007]

【作用】この高曲靭性PC杭用籠の組立て方法によれ
ば、支持筋に対して螺旋筋を固定すると同時に、その固
定によって成形される円筒籠内に緊張筋が挿入される。
According to this method of assembling the cage for high bending toughness PC piles, the spiral muscle is fixed to the support muscle and at the same time, the tension muscle is inserted into the cylindrical cage formed by the fixation.

【0008】また緊張筋は、その先端側と後端側が両端
板によってガイドされるため、各緊張筋は平行に引き入
れられ、両端板とともに型枠内に移動させることによ
り、各緊張筋の両端における位置決め作業が不要にな
る。
Further, since the front end side and the rear end side of the tension muscles are guided by the both end plates, the respective tension muscles are drawn in parallel and are moved into the mold together with the both end plates, so that the tension muscles at both ends are Positioning work becomes unnecessary.

【0009】[0009]

【実施例】次に本発明の実施の一例を図1〜図4につい
て説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.

【0010】図1は本発明により組み立てられた籠を型
枠内に収容し、コンクリートを打設して遠心成形した状
態を示したおり、図において、10は円筒形の成形型
枠、11はコンクリート、12a,12bは端板、13
は端板12a,12bに固着した袴金具である。籠は、
PC鋼材からなる緊張筋14と、螺旋筋15及び直棒鉄
筋からなる螺旋筋保持用の支持筋16とから構成され、
緊張筋14と支持筋16とは両端が両端板12a,12
bを貫通して緊張支持金具17a,17bにねじ止めさ
れている。一方の緊張支圧金具17aは型枠10の端部
に当接して支持され、他方の緊張支圧金具17bは型枠
10内に挿入され、引張ロッド18を介して定着板19
に支持されており、この定着板19が型枠10の端面に
当接されている。そして、引張ロッド18をジャッキ2
0にて緊張することにより緊張筋14が緊張されると同
時に支持筋16が直線状に張られ、これによって螺旋筋
15が型枠内の所定位置に位置決めされるようになって
いる。
FIG. 1 shows a state in which a basket assembled according to the present invention is accommodated in a mold, and concrete is cast and centrifugally molded. In the drawing, 10 is a cylindrical mold and 11 is a cylindrical mold. Concrete, 12a and 12b are end plates, 13
Is a hakama fitting fixed to the end plates 12a and 12b. The basket is
It is composed of a tension muscle 14 made of PC steel, and a spiral muscle 15 and a support muscle 16 for holding a spiral muscle made of a straight bar reinforcement,
Both ends of the tension muscles 14 and the support muscles 16 are both end plates 12a, 12
It penetrates b and is screwed to the tension support fittings 17a and 17b. One of the tension support metal fittings 17a is supported by abutting against the end portion of the mold 10, and the other tension support metal fitting 17b is inserted into the frame 10 and fixed via the pull rod 18 to the fixing plate 19.
The fixing plate 19 is in contact with the end surface of the mold 10. Then, pull the pull rod 18 into the jack 2
By tensioning at 0, the tension muscles 14 are tensioned, and at the same time, the support muscles 16 are stretched linearly, whereby the spiral muscles 15 are positioned at predetermined positions in the mold.

【0011】また一定の緊張力付与後にナット19aを
回転させて定着板19を移動させ、型枠端面に当接させ
ることによってジャッキを取り外しても緊張状態が維持
されるようになっている。
After applying a certain tension, the nut 19a is rotated to move the fixing plate 19 so that the fixing plate 19 is brought into contact with the end face of the mold so that the tension is maintained even if the jack is removed.

【0012】このように組み込まれる籠の組立ては、図
2に示すように、芯金21,穴あきガイド板22からな
るガイド装置、支持筋16と緊張筋14を長手方向に引
き出す引き出し装置23、芯金21の外側で螺旋筋15
を巻き付ける螺旋筋巻き付け装置24,及び巻き付けら
れた螺旋筋15を支持筋16に固定する固定装置25を
使用する。
As shown in FIG. 2, the basket thus assembled is assembled by a guide device comprising a cored bar 21 and a perforated guide plate 22, a pull-out device 23 for pulling out the supporting muscles 16 and the tension muscles 14 in the longitudinal direction, Outside the core bar 21, the spiral 15
A spiral winding device 24 for winding the wound wire and a fixing device 25 for fixing the wound spiral muscle 15 to the support muscle 16 are used.

【0013】引き出し装置は、ガイドレール30上を移
動する引張用台車31と、これを移動させるためのガイ
ドレール30に沿って設けられた無端駆動チェーン32
とからなっている。
The pulling device includes a pulling carriage 31 which moves on a guide rail 30 and an endless drive chain 32 which is provided along the guide rail 30 for moving the pulling carriage 31.
It consists of

【0014】螺旋巻き付け装置24は、芯金21の外側
で回転駆動される回転筒33に支持させた型付けローラ
34と、回転筒33の外側に同心状に配置した螺旋筋用
リール35を有し、リール35から螺旋筋用鋼線をガイ
ド筒36を通し、型付ローラ34に送り、型付ローラ3
4にて小円形に型付けし、これを芯金外に繰り出すよう
にしている。
The spiral winding device 24 has a shaping roller 34 supported by a rotary cylinder 33 which is rotationally driven outside the cored bar 21, and a spiral reinforcing reel 35 arranged concentrically outside the rotary cylinder 33. , The steel wire for the spiral muscle from the reel 35 through the guide tube 36 and is sent to the mold roller 34.
It is shaped into a small circle at 4 and is fed out of the cored bar.

【0015】固定装置25は、芯金21の前方外周に放
射状に配置した支持筋本数と同数の結束機37,37…
…をもって構成されている。
The fixing device 25 includes the same number of binding machines 37, 37, ... As the number of supporting bars radially arranged on the front outer circumference of the cored bar 21.
It consists of ...

【0016】次にこのように構成される装置を使用した
籠の組立て作業について説明すると、図2に示すように
台車31の筋固定金具31aの後面に先端側端板12a
を固定するとともに、芯金21の前端面に後端側端板1
2bを固定する。
Next, the assembling work of the basket using the device constructed as described above will be explained. As shown in FIG. 2, the front end plate 12a is provided on the rear surface of the bracing fixture 31a of the carriage 31.
And the rear end side end plate 1 on the front end face of the cored bar 21.
Fix 2b.

【0017】この両端板12a,12bは図3に示すよ
うに中央部分に開口があるドーナツ状に成形され、外周
部分には支持筋嵌合部である凹欠38,38……が円形
配置に形成されているとともに、その中心側に緊張筋挿
通孔39,39……が円形配置に開口されている。
[0017] The end plates 12a, 12b is formed into a donut shape with the opening in the central portion as shown in FIG. 3, concave 38 ...... circular on the outer peripheral portion is a coupling portion fitted support muscle
In addition to being formed in a disposition, tension muscle insertion holes 39, 39 ... Are opened in a circular arrangement on the center side thereof.

【0018】然る後、支持筋16及び緊張筋14をガイ
ド板22に通し、緊張筋14は芯金21内から両端板1
2a,12bの各緊張筋挿通孔39,39……に通し、
台車31の固定金具31aに通し、先端にナット14a
を螺嵌して抜け止めする。また支持筋16は芯金21の
外周に沿わせ、各端板12a,12bの凹欠38,38
に嵌め合わせ、緊張筋14と同様に固定金具31aに貫
通させ、ナット16aにより抜け止めする。
After that, the supporting muscles 16 and the tension muscles 14 are passed through the guide plates 22, and the tension muscles 14 are moved from inside the core bar 21 to the both end plates 1.
2a, 12b through the strainer insertion holes 39, 39 ...
Pass through the fixing bracket 31a of the dolly 31 and attach the nut 14a to the tip.
Screw it in to prevent it from coming off. Further, the support bar 16 is provided along the outer periphery of the cored bar 21, and the recesses 38, 38 of the end plates 12a, 12b are provided.
The fixing metal fitting 31a is penetrated like the tension muscle 14 and is prevented from coming off by the nut 16a.

【0019】この状態で引張用台車31を移動させて支
持筋16及び緊張筋14を引き出しつつ螺旋巻き付け装
置24を作動させて螺旋筋15を芯金21外に円筒範囲
に沿わされた支持筋16の外側に巻き付ける。なお、螺
旋筋15の巻き付けは、螺旋筋15の先端をいずれかの
支持筋16に固定し、リール35とともに回転筒33を
回転させることにより型付けローラ34によって小円形
に型付けられて巻き付けられる。
In this state, the pulling carriage 31 is moved to pull out the support bar 16 and the tension bar 14, and the spiral winding device 24 is operated to move the spiral bar 15 outside the cored bar 21 to the support bar 16 extending along the cylindrical range. Wrap around the outside. The spiral muscle 15 is wound by fixing the tip of the spiral muscle 15 to one of the support muscles 16 and rotating the rotating cylinder 33 together with the reel 35 so that the spiral muscle 15 is shaped into a small circle and wound.

【0020】このようにして1又は数ピッチ分の螺旋筋
15を巻き付けた後、巻き付け及び引き出しを停止さ
せ、各結束機37を作動させて螺旋筋15と緊張筋1
4,14……との交差位置を結束し、円筒籠となす。
After the spiral muscles 15 for one or several pitches are wound in this way, the winding and the withdrawal are stopped, and the binding machines 37 are operated to activate the spiral muscles 15 and the tension muscles 1.
Bundle the intersections with 4, 14 ... to form a cylindrical basket.

【0021】この動作を順次繰り返して所定長さの円筒
籠の成形及びその中への緊張筋の引き入れを行わせ、緊
張筋14及び支持筋16の終端部近くで後端側端板12
bを芯金から取り外すとともに、前端側を筋固定金具3
1aから外す。これによって図4に示すように支持筋1
6と螺旋筋15による円筒籠の両端に端板12a,12
bが組み込まれるとともに、円筒籠内に緊張筋14が挿
通されて両端が端板12a,12bの所定の孔に支持さ
れた状態の籠の組立てが完了する。
This operation is repeated in sequence to form a cylindrical basket of a predetermined length and to draw the tendons into it, and the rear end plate 12 near the ends of the tendons 14 and supporting muscles 16.
Remove b from the core metal and attach the front end side
Remove from 1a. As a result, as shown in FIG.
End plates 12a, 12 on both ends of the cylindrical basket composed of 6 and spiral bar 15
Assembling of the cage in which b is incorporated and the tension muscles 14 are inserted into the cylindrical cage so that both ends are supported by the predetermined holes of the end plates 12a and 12b.

【0022】この籠を型枠10内に搬入して前述したP
C杭を成形する。
This basket is carried into the mold 10 and the above-mentioned P
Form a C pile.

【0023】なお上述の実施例では、結束機によって支
持筋16と螺旋筋15を固定しているが、用途に応じて
従来と同様にスポット溶接によって両筋15,16間を
固着してもよい。
In the above-mentioned embodiment, the supporting bar 16 and the spiral bar 15 are fixed by the binding machine, but the two bars 15, 16 may be fixed to each other by spot welding as in the conventional case depending on the application. .

【0024】[0024]

【発明の効果】上述したように本発明においては、螺旋
筋を支持筋に支持させて円筒籠状に組み立てる際に、そ
の両端に端板を配し、これに緊張筋を貫通させて円筒籠
の組み立てと同時にその中に緊張筋を引き入れるように
したことにより、後の緊張筋の挿入作業が不要になると
ともに、緊張筋は、その両端が端板に貫通されているた
め、型枠内において緊張のための端部選別及び固定作業
が容易に行い得ることとなったものである。
As described above, in the present invention, when the spiral bar is supported by the supporting bar and assembled into a cylindrical cage, end plates are arranged at both ends of the spiral bar, and the tension bar is passed through the end plate to make the cylindrical cage. By assembling the tendon muscle into it at the same time as assembling, it is not necessary to insert the tendon muscle later, and since both ends of the tendon muscle are penetrated by the end plates, This makes it possible to easily perform end selection and fixing work for tension.

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

【図1】本発明方法により組立てられた籠を使用したP
C杭製造工程を示す断面図である。
FIG. 1 P using a basket assembled by the method of the present invention
It is sectional drawing which shows a C pile manufacturing process.

【図2】本発明方法を実施する装置の一例の断面図であ
る。
FIG. 2 is a sectional view of an example of an apparatus for carrying out the method of the present invention.

【図3】本発明方法に使用する端板の正面図である。FIG. 3 is a front view of an end plate used in the method of the present invention.

【図4】本発明方法によって組立てられる籠の一例の切
断端面図である。
FIG. 4 is a cut end view of an example of a basket assembled by the method of the present invention.

【図5】従来技術を示す断面図である。FIG. 5 is a sectional view showing a conventional technique.

【符号の説明】[Explanation of symbols]

10 成形型枠 11 コンクリート 12a,12b 端板 13 袴金具 14 緊張筋 15 螺旋筋 16 支持筋 16a ナット 17 緊張支圧金具 18 引張ロッド 19 定着板 19a ナット 21 芯金 22 ガイド板 23 引き出し装置 24 螺旋巻き付け装置 25 固定装置 30 ガイドレール 31 引張用台車 31a 筋固定金具 32 無端駆動チェーン 33 回転筒 34 型付けローラ 35 螺旋筋用リール 36 ガイド筒 37 結束機 38 凹欠 39 緊張筋挿通孔 10 Molding Form 11 Concrete 12a, 12b End Plate 13 Hakama Metal Fitting 14 Tensor Muscle 15 Spiral Muscle 16 Support Muscle 16a Nut 17 Tension Bearing Metal Fitting 18 Pull Rod 19 Fixing Plate 19a Nut 21 Core Bar 22 Guide Plate 23 Drawer 24 Spiral Winding Device 25 Fixing device 30 Guide rail 31 Tension cart 31a Muscle fixing metal fitting 32 Endless drive chain 33 Rotating cylinder 34 Molding roller 35 Spiral reel 36 Guide cylinder 37 Binding machine 38 Concave 39 Tension muscle insertion hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 螺旋筋を支持させるための複数の支持筋
を円筒状配置に位置決めするガイド装置と、該ガイド装
置により位置決めされた支持筋の先端を係合させて引き
出す引き出し装置と、その引き出される支持筋の外側に
一定ピッチにて螺旋筋を沿わせる螺旋筋巻き付け装置と
を使用し、前記引き出し装置に、外周部分に円形配置の
多数の支持筋嵌合部を有し、その中心側に間隔を隔てた
円形配置に多数の緊張筋挿通孔を有する先端側端板を固
定するとともに、前記ガイド装置に、前記先端側端板と
同配置に支持筋嵌合部と緊張筋挿通孔を有する後端側端
板を固定しておき、前記先端側端板の支持筋嵌合部及び
緊張筋挿通孔に前記支持筋の先端とPC鋼材からなる緊
張筋の先端とを嵌合させるとともに、前記後端側端板
支持筋嵌合部及び緊張筋挿通孔に前記支持筋及び緊張筋
をガイドさせた状態で前記引き出し装置により支持筋及
び緊張筋を同時に引き出しつつ支持筋の外側に螺旋筋を
巻き付けて固定することを特徴としてなる高曲靭性PC
杭用籠の組立て方法。
1. A guide device for positioning a plurality of support muscles for supporting a spiral muscle in a cylindrical arrangement, a drawer device for engaging and withdrawing the tips of the support muscles positioned by the guide device, and a drawer thereof. Using a spiral winding device that allows spirals to run along the outside of the supporting bar at a constant pitch, the drawing device has a circular arrangement on the outer peripheral part.
It has a large number of supporting muscle fittings and is spaced on the center side.
The tip side end plate having a large number of strainer insertion holes is fixed in a circular arrangement, and the guide device is connected to the tip side end plate.
The rear end side end plate having the support muscle fitting portion and the tension muscle insertion hole is fixed to the same arrangement, and the support muscle fitting portion of the front end side plate and
The tip of the supporting muscles and with fitting the tip of the tensioning muscles consisting PC steel tension muscle insertion hole of the rear end plate
While the support muscle and the tension muscle are guided by the support muscle fitting portion and the tension muscle insertion hole , the support muscle and the tension muscle are simultaneously pulled out by the pulling-out device, and the spiral muscle is wound around and fixed to the outside of the support muscle. High bending toughness PC
How to assemble a pile basket.
JP5164264A 1993-06-08 1993-06-08 High bending toughness PC pile cage assembly method Expired - Fee Related JPH0819673B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5164264A JPH0819673B2 (en) 1993-06-08 1993-06-08 High bending toughness PC pile cage assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5164264A JPH0819673B2 (en) 1993-06-08 1993-06-08 High bending toughness PC pile cage assembly method

Publications (2)

Publication Number Publication Date
JPH06346437A JPH06346437A (en) 1994-12-20
JPH0819673B2 true JPH0819673B2 (en) 1996-02-28

Family

ID=15789788

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5164264A Expired - Fee Related JPH0819673B2 (en) 1993-06-08 1993-06-08 High bending toughness PC pile cage assembly method

Country Status (1)

Country Link
JP (1) JPH0819673B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104818715A (en) * 2015-03-24 2015-08-05 俞向阳 End plate, pile connecting mechanism, connecting mechanism for tensioning reinforcement cage, concrete pile and manufacturing method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5258099B2 (en) * 2009-01-28 2013-08-07 前田製管株式会社 Prestressed concrete pile, method for manufacturing the same, and method for connecting pile head and footing
JP7139275B2 (en) * 2019-03-27 2022-09-20 鹿島建設株式会社 Precast concrete member manufacturing method and precast concrete member manufacturing apparatus

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5785422A (en) * 1980-11-13 1982-05-28 Takechi Koumushiyo:Kk Manufacture of concrete pile
JPS619158U (en) * 1984-06-18 1986-01-20 児玉コンクリ−ト工業株式会社 Reinforcement forming machine for concrete piles
JPH039808A (en) * 1989-06-07 1991-01-17 Taimusu Eng:Kk Manufacture of ultra-high bending tenacity pc pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104818715A (en) * 2015-03-24 2015-08-05 俞向阳 End plate, pile connecting mechanism, connecting mechanism for tensioning reinforcement cage, concrete pile and manufacturing method

Also Published As

Publication number Publication date
JPH06346437A (en) 1994-12-20

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