JPS62137364A - Apparatus for introducing prestress into concrete - Google Patents
Apparatus for introducing prestress into concreteInfo
- Publication number
- JPS62137364A JPS62137364A JP27803385A JP27803385A JPS62137364A JP S62137364 A JPS62137364 A JP S62137364A JP 27803385 A JP27803385 A JP 27803385A JP 27803385 A JP27803385 A JP 27803385A JP S62137364 A JPS62137364 A JP S62137364A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- steel
- slide plate
- prestress
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はポストテンショニング方式によるプレストレス
トコンクリート工法におけるコンクリートのプレストレ
ス導入装置に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an apparatus for introducing prestress into concrete in a prestressed concrete construction method using a post-tensioning method.
(従来の技術)
第5図及び第6図は従来のポストテンショニング方式に
よるプレストレストコンクリート工法の一例を示し、型
枠(図示せず)内に配筋工事と同時にシース(1)を設
置し、型枠内にコンクIJ −) +21を打設してそ
の硬化後、PC鋼材(3)をシース(1)に挿貫し、同
PC鋼材(3)の一端部をナツト(4)及びワッシャ(
5)を介してコンクリート(2)の一端部に碇着し、他
端部をジヤツキ(6)で緊張し、この状態でPC鋼材(
3)の他端部をナツト(4)及びワッシャ(5)でコン
クリート(2)の他端部に締付けたのち、ジヤツキ(6
)による緊張力を解放し、コンクリート(2)に圧縮元
応力を導入する。(Prior art) Figures 5 and 6 show an example of a conventional prestressed concrete construction method using a post-tensioning method, in which a sheath (1) is installed in a formwork (not shown) at the same time as reinforcement work, Conc IJ-) +21 is cast in the formwork and after hardening, the PC steel material (3) is inserted into the sheath (1), and one end of the PC steel material (3) is secured with a nut (4) and a washer (
It is anchored to one end of the concrete (2) via the concrete (2), the other end is tensioned with the jack (6), and in this state the PC steel (
3) After tightening the other end to the other end of the concrete (2) with the nut (4) and washer (5), tighten the jack (6).
) is released and compressive stress is introduced into the concrete (2).
(発明が解決しようとする問題点)
前記従来のポストテンショニング方式によるプレストレ
ストコンクリート工法は、現場で一組宛ジャッキを用い
てPC鋼材に緊張力を賦与しなければならないため、多
大の労力と工期とを要し。(Problems to be Solved by the Invention) The conventional prestressed concrete construction method using the post-tensioning method requires a large amount of labor and construction time because it is necessary to apply tension to the prestressing steel using a set of jacks on site. It requires.
また現場施工のためにPC#J4材の張力の管理が困難
である等の問題点があった。There were also problems such as difficulty in controlling the tension of the PC#J4 material due to on-site construction.
(問題点を解決するための手段)
本発明はこのような問題点を解決するために提案された
ものであって1両端に一対の締付治具を装備したPC@
棒と、同PC鋼棒が貫挿された鋼管と、同鋼管の両端外
側において前記PC鋼棒に嵌装され、少なくとも一方に
外側に突出する止め金を備えた一対の押え板と、同押え
板の外側において前記PC@棒に同PC鋼棒の軸と直角
方向に可摺動的に嵌合され、且つ前記押え板の止め金が
挿入係合しうる通し孔を有するスライド板とよりなるこ
とを特徴とするコンクリートのプレストレス導入装置に
係るものである。(Means for Solving the Problems) The present invention has been proposed to solve these problems, and is a PC @ equipped with a pair of tightening jigs at both ends.
A rod, a steel pipe into which the PC steel rod is inserted, a pair of presser plates that are fitted onto the PC steel rod on the outside of both ends of the steel pipe and have a stopper on at least one side that protrudes outward, and the presser plate. It consists of a slide plate that is slidably fitted to the PC @ rod in a direction perpendicular to the axis of the PC steel rod on the outside of the plate, and has a through hole into which the stopper of the presser plate can be inserted and engaged. This invention relates to a concrete prestress introducing device characterized by the following.
(作用)
本発明に係るプレストレスト導入装置は前記したように
構成されているので、押え板の止め金がスライド板の内
側面に衝接する状態に予め工場等で組立て、PC鋼棒に
締付治具または適宜の手段によって所要の緊張力を賦与
し、この状態で締付治具で緊締すると、PC鋼棒の緊張
力はスライド板、止め金及び押え板を介して鋼管によっ
て支持される。(Function) Since the prestress introducing device according to the present invention is configured as described above, it is assembled in advance at a factory etc. in a state in which the retaining plate of the presser plate collides with the inner surface of the slide plate, and then tightened onto the PC steel bar. When the required tension is applied with a tool or other appropriate means and tightened with a tightening jig in this state, the tension of the PC steel bar is supported by the steel pipe via the slide plate, the stopper, and the holding plate.
この状態にセットされた前記プレストレスト導入装置を
コンクリート型枠内に設置してコンクリートを打設し、
その硬化後スライド板をPC鋼棒に対してその軸と直角
方向に摺動させると、押え板の止め金がスライド板の通
し孔に挿入係合し。The prestress introduction device set in this state is installed in a concrete formwork and concrete is poured,
After hardening, when the slide plate is slid against the PC steel rod in a direction perpendicular to its axis, the retaining plate of the holding plate is inserted into the through hole of the slide plate and engaged.
これまで鋼管によって支持されていたPCf84棒の緊
張力が解放され、押え板を介してコンクリート部に支持
されるので、同コンクリート部に前記緊張力に見合う圧
縮元応力が導入されることとなる。The tension of the PCf84 rod, which was previously supported by the steel pipe, is released and is supported by the concrete part via the holding plate, so that a compressive stress commensurate with the tension is introduced into the concrete part.
(発明の効J$)
このように本発明に係るプレストレス導入装置は予め工
場等で組立てておき、現場でコンクリート型枠にセット
して、前記スライド板をPC鋼棒に対してその直角方向
に摺動させるだけでコンクリートにプレストレスを導入
することができるので、現場での作業を大幅に簡略化す
ることができる。また本発明の装置は工場、製作可能な
ため。(Effect of the invention J$) In this way, the prestress introducing device according to the present invention is assembled in advance at a factory, etc., and set in a concrete formwork on site, and the slide plate is moved in the direction perpendicular to the PC steel bar. Prestress can be introduced into the concrete simply by sliding it, which greatly simplifies on-site work. Furthermore, the device of the present invention can be manufactured in a factory.
緊張力の管理が容易に行なわれ、更にまた緊張力解放後
の鋼管は鉄筋の代用として利用することができる。The tension can be easily managed, and the steel pipe after the tension has been released can be used as a substitute for reinforcing steel.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(11)は鋼管で、同鋼管(11)及びその両端に配設
された一対の押え板α2とに亘って1両端に締付治具と
してのナツトα四が螺装されたPC鋼棒α4が貫挿され
ている。(11) is a steel pipe, and a PC steel rod α4 with nuts α4 as a tightening jig screwed onto both ends of the steel pipe (11) and a pair of holding plates α2 arranged at both ends thereof. is penetrated.
少くとも一方の押え板σ2の外側には止め金(151が
突設され、同押え板α2の外側に、これと対向してPC
C鋼棒例同鋼棒Iの軸と直角方向に摺動自在なスライド
板αeが嵌装されている。同スライド板αGには前記止
め金α9が挿入、係合し9る通し孔(17)が設けられ
ている。A stopper (151) is provided protrudingly on the outside of at least one of the holding plates σ2, and a PC is mounted on the outside of the holding plate α2 facing
Example C Steel Bar A slide plate αe that is slidable in a direction perpendicular to the axis of the steel bar I is fitted. The slide plate αG is provided with a through hole (17) into which the stopper α9 is inserted and engaged.
前記したように予め工場等においてプレストレス導入装
置を組立てたのち、締付ナツトα謙または他の適宜手段
でPCC鋼棒例所定の張力を賦与してこの状態に締付ナ
ラ)Q3で固定すると、PC鋼棒の緊張力はスライド板
(161,同板αυに衝接する止め金Q5)、及び押え
板α2を介して鋼管(111によって支持される。As mentioned above, after assembling the prestress introduction device in advance at a factory, etc., apply a predetermined tension to the PCC steel bar using a tightening nut or other appropriate means, and fix it in this state with the tightening screw Q3. The tension force of the PC steel rod is supported by the steel pipe (111) via the slide plate (161, stopper Q5 that collides with the same plate αυ) and the holding plate α2.
この状態にセットされたプレストレス導入装置を現場に
おいてコンクリート型枠(図示せず)内に設置してコン
ク!J−)(1のを打設する。The prestress introducing device set in this state is installed in a concrete formwork (not shown) on site and the concrete is ready! J-) (Place 1).
この場合、同コンクリート部秒は左端側では押え板α2
に接する位置まで、右端側は第3図に示すように押え板
α2とスライド板αeとの中間位置まで打設される。In this case, the concrete part sec is the holding plate α2 on the left end side.
As shown in FIG. 3, the right end side is driven to a position in contact with the presser plate α2 and the slide plate αe.
かくして前記打設コンクリート(2)が硬化すると。Thus, when the poured concrete (2) hardens.
スライド板(leを第3図の矢印方向に)−ンマ等で叩
打してPC鋼棒α4の軸に直角方向にスライドさせ。Slide plate (le in the direction of the arrow in Fig. 3) - Hit with a hammer or the like to slide it in a direction perpendicular to the axis of the PC steel rod α4.
第4図に示すように止め金α団をスライド板αGの通し
孔αηに挿入、係合させると、これまで鋼管αυによっ
て支持されていたPC鋼IIa41の緊張力が解放され
てコンクリート(l&にスライド板(leを介して伝達
され、同コンクリ−)08には前記緊張力に見合った圧
縮力がプレストレスとして導入される。As shown in Fig. 4, when the stopper α group is inserted and engaged with the through hole αη of the slide plate αG, the tension of the PC steel IIa41, which had been supported by the steel pipe αυ, is released and the concrete (l& A compressive force commensurate with the tension force is introduced into the slide plate (concrete) 08 as prestress, which is transmitted through the slide plate (le).
このように前記実施例によれば、予め工場等で組立てら
れたプレストレスト導入装置によって。As described above, according to the embodiment, the prestress introduction device is pre-assembled in a factory or the like.
現場で簡単にコンクリートにプレストレスを導入するこ
とができ、現場での作業を大幅に簡略化できる。また前
記プレストレスト導入装置は工場で製作できるのでPC
@棒(1)の緊張力が容易に行なわれ、緊力解放後の鋼
管αDは鉄筋の代用として利用することができる。Prestressing can be easily applied to concrete on site, greatly simplifying on-site work. In addition, since the prestress introduction device can be manufactured in a factory, it is possible to
Tensioning of the rod (1) is easily done, and the steel pipe αD after the tension is released can be used as a substitute for reinforcing bars.
以上本発明を実施例について説明したが1本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種種の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various designs without departing from the spirit of the present invention. .
第1図は本発明に係るコンクリートのプレストレス導入
装置の一実施例を示す正面図、第2図は第1図の矢視■
−■図、第3図及び第4図は前記装置によるプレストレ
ス導入工程を示す部分縦断面図、第5図は従来のプレス
トレストコンクリート工法の実施状況を示す正面図、第
6図は第5図の矢視■−■図である。
CIf)・・−鋼管、α2・・・押え板、(13・・・
締付ナツト、α釦・・PC鋼棒、a9・・−止め金、(
1θ・・・スライド板、 (171・・・通し孔。
復代理人 弁理士 岡 本 重 文
外2名FIG. 1 is a front view showing an embodiment of the concrete prestress introduction device according to the present invention, and FIG.
- Figures 3 and 4 are partial vertical cross-sectional views showing the prestress introduction process using the above-mentioned equipment, Figure 5 is a front view showing the implementation status of the conventional prestressed concrete method, and Figure 6 is Figure 5. This is a view from ■-■. CIf)...-Steel pipe, α2... Holding plate, (13...
Tightening nut, α button...PC steel bar, a9...-clasp, (
1θ...Slide plate, (171...Through hole. Sub-agent: Patent attorney Shige Okamoto, 2 other people)
Claims (1)
棒が貫挿された鋼管と、同鋼管の両端外側において前記
PC鋼棒に嵌装され、少なくとも一方に外側に突出する
止め金を備えた一対の押え板と、同押え板の外側におい
て前記PC鋼棒に同PC鋼棒の軸と直角方向に可摺動的
に嵌合され、且つ前記押え板の止め金が挿入係合しうる
通し孔を有するスライド板とよりなることを特徴とする
コンクリートのプレストレス導入装置。A PC steel rod equipped with a pair of tightening jigs at both ends, a steel pipe into which the PC steel rod is inserted, and the PC steel rod is fitted to the outside of both ends of the steel pipe, and at least one side protrudes outward. a pair of presser plates provided with clasps, and slidably fitted to the PC steel rod in a direction perpendicular to the axis of the PC steel rod on the outside of the presser plates, and the clasp of the presser plates is inserted; A device for introducing prestress into concrete, comprising a slide plate having an engageable through hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27803385A JPS62137364A (en) | 1985-12-12 | 1985-12-12 | Apparatus for introducing prestress into concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27803385A JPS62137364A (en) | 1985-12-12 | 1985-12-12 | Apparatus for introducing prestress into concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62137364A true JPS62137364A (en) | 1987-06-20 |
Family
ID=17591710
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27803385A Pending JPS62137364A (en) | 1985-12-12 | 1985-12-12 | Apparatus for introducing prestress into concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62137364A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001020377A (en) * | 1999-07-05 | 2001-01-23 | Kurosawa Construction Co Ltd | Connector, connecting structure of post and beam, and connecting method therefor |
JP2012144946A (en) * | 2011-01-14 | 2012-08-02 | East Japan Railway Co | Structure and method for introducing prestress |
JP2018059357A (en) * | 2016-10-07 | 2018-04-12 | 鹿島建設株式会社 | Method for introducing prestress to cast in-situ concrete |
-
1985
- 1985-12-12 JP JP27803385A patent/JPS62137364A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001020377A (en) * | 1999-07-05 | 2001-01-23 | Kurosawa Construction Co Ltd | Connector, connecting structure of post and beam, and connecting method therefor |
JP2012144946A (en) * | 2011-01-14 | 2012-08-02 | East Japan Railway Co | Structure and method for introducing prestress |
JP2018059357A (en) * | 2016-10-07 | 2018-04-12 | 鹿島建設株式会社 | Method for introducing prestress to cast in-situ concrete |
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