JPH0874382A - Pc steel material anchor wedge - Google Patents
Pc steel material anchor wedgeInfo
- Publication number
- JPH0874382A JPH0874382A JP23226494A JP23226494A JPH0874382A JP H0874382 A JPH0874382 A JP H0874382A JP 23226494 A JP23226494 A JP 23226494A JP 23226494 A JP23226494 A JP 23226494A JP H0874382 A JPH0874382 A JP H0874382A
- Authority
- JP
- Japan
- Prior art keywords
- steel material
- wedge
- synthetic resin
- coated
- fixing
- 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
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、斜張橋等の吊り材やプ
レストレストコンクリートの応力導入材として使用する
PC鋼材の端部を定着するための楔に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wedge for fixing an end portion of a PC steel material used as a suspending material for cable-stayed bridges or a stress introducing material for prestressed concrete.
【0002】[0002]
【従来の技術】従来、PC鋼材の端部定着方法として楔
による定着が広く知られている。これは、図6に示すよ
うに鋼製の定着体1に貫通させてテーパ孔2を貫通開口
させておき、そのテーパ孔2内にPC鋼材3の端部を挿
通させるとともに、PC鋼材3の外周面を囲む形状に円
筒を半割状にした楔4,4をテーパ孔2内に挿入し、そ
の楔4,4には内周面に断面が鋸刃状をした山型の鋼材
係止用突条(図示せず)を多数突設しておき、これをP
C鋼材3の外周面に喰い込ませるようにしている。2. Description of the Related Art Conventionally, fixing by means of a wedge is widely known as a method for fixing an end portion of a PC steel material. As shown in FIG. 6, the taper hole 2 is made to penetrate through the steel fixing body 1 and the end of the PC steel material 3 is inserted into the taper hole 2, and the PC steel material 3 is Inserting wedges 4 and 4 in which a cylinder is halved into a shape surrounding the outer peripheral surface into the tapered hole 2, the wedge-shaped steel material having a serrated cross section on the inner peripheral surface is engaged with the wedges 4 and 4. Plural projecting ridges (not shown) are provided in advance, and this is
The outer peripheral surface of the C steel material 3 is made to bite.
【0003】また近年においては、定着部分を含めた防
錆の必要から、PC鋼材3及び楔4,4を電着塗装によ
る合成樹脂防錆被覆を施したものが開発されている。Further, in recent years, a PC steel material 3 and wedges 4 and 4 coated with a synthetic resin rustproof coating by electrodeposition coating have been developed because of the necessity of rustproofing including the fixing portion.
【0004】[0004]
【発明が解決しようとする課題】上述した従来の定着用
楔においては、これを電着塗装による合成樹脂被覆を施
す場合、鋼材係止用突条間の谷部分の塗装が充分になさ
れないという問題があった。In the above-mentioned conventional fixing wedge, when the synthetic resin coating is applied by electrodeposition coating, the valley portion between the steel material locking projections is not sufficiently coated. There was a problem.
【0005】またこれを合成樹脂防錆被覆したPC鋼材
の定着に使用すると定着用楔とPC鋼材間に滑りが生
じ、所望の緊張力が得られないものが発生するという問
題があった。Further, when this is used for fixing a PC steel material coated with a synthetic resin rustproof, there is a problem that a slip occurs between the fixing wedge and the PC steel material, and a desired tension cannot be obtained.
【0006】本発明はこのような従来の問題にかんが
み、楔の防錆被覆が容易、かつ充分になされ、しかも防
錆被覆したPC鋼材定着が完全になされるPC鋼材定着
用楔の提供を目的としてなされたものである。In view of such conventional problems, an object of the present invention is to provide a PC steel material fixing wedge in which the rust preventive coating of the wedge is easy and sufficient, and the PC steel material fixing with the rust preventive coating is completed. It was made as.
【0007】[0007]
【課題を達成するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴とす
るところは、緊張したPC鋼材の張力を支持させる定着
体のテーパ孔内に挿入され、該テーパ孔内に挿入したP
C鋼材の外周と該テーパ孔内面との間に介在され、前記
PC鋼材の外周に接する内周面に円周方向に向けて尖鋭
なエッジ状の鋼材係止用突条を多数備えてなるPC鋼材
定着用楔において、前記各鋼材係止用突条の断面を鋸刃
状の山型に成形するとともに、その各山型の裾部間にP
C鋼材の軸方向に向けて平行部を設け、かつ、内外周面
全面に合成樹脂からなる防錆被覆を施したことにある。
尚、平行部の幅を鋼材係止用突条の山型の裾部の幅以上
となし、山型の高さを、合成樹脂防錆被覆を施したPC
緊張材の定着時に、該PC緊張材の合成樹脂防錆被覆層
の外周面が前記平行部に接しない高さとすることが好ま
しい。The features of the present invention for solving the above-mentioned conventional problems and for achieving the intended purpose are that the taper of the fixing member for supporting the tension of the PC steel material which is strained. P inserted into the hole and inserted into the tapered hole
PC provided with a large number of sharp edge-shaped steel material locking projections which are interposed between the outer circumference of the C steel material and the inner surface of the tapered hole and which are in contact with the outer circumference of the PC steel material in the circumferential direction and are sharp in the circumferential direction. In the steel material fixing wedge, the cross section of each of the steel material locking protrusions is formed into a saw-tooth-shaped mountain shape, and P is provided between the hem portions of each mountain shape.
This is because the parallel portion was provided in the axial direction of the C steel material and the rust preventive coating made of synthetic resin was applied to the entire inner and outer peripheral surfaces.
In addition, the width of the parallel portion is set to be equal to or larger than the width of the hem of the mountain shape of the steel locking protrusion, and the height of the mountain shape is a PC with a synthetic resin rustproof coating
It is preferable that the outer peripheral surface of the synthetic resin anticorrosive coating layer of the PC tension material does not contact the parallel portion when the tension material is fixed.
【0008】[0008]
【作用】本発明のPC鋼材定着用楔においては、鋼材係
止用突条間に平行部があるため、鋭角的な凹部がなくな
り、全面に好適な電着等による塗装状態が得られる。In the PC steel material fixing wedge of the present invention, since there are parallel portions between the steel material locking ridges, sharp-angled concave portions are eliminated, and a suitable coated state by electrodeposition or the like can be obtained on the entire surface.
【0009】また、鋼材係止用突条間に大きな空間が形
成されるため、合成樹脂防錆被覆層を外面に有するPC
鋼材を定着する場合、鋼材係止用突条によって押し除か
れた合成樹脂被覆材が突条間に余裕をもって入り込み、
PC鋼材の係止が確実になされる。Since a large space is formed between the steel locking projections, a PC having a synthetic resin rustproof coating layer on the outer surface
When fixing steel materials, the synthetic resin coating material that has been pushed away by the steel locking projections enters with a margin between the projections.
The PC steel material is securely locked.
【0010】[0010]
【実施例】次に本発明の実施例を図1〜図5について説
明する。EXAMPLE An example of the present invention will be described with reference to FIGS.
【0011】図1は本発明に係る楔に使用したPC鋼材
定着部の一例を示しており、図において、10はPC鋼
材であり、11は合成樹脂塗料による防錆被覆層、12
は定着体、13は定着体12にあけたテーパ孔である。FIG. 1 shows an example of a PC steel material fixing portion used for a wedge according to the present invention. In the figure, 10 is a PC steel material, 11 is a rust preventive coating layer made of a synthetic resin paint, and 12 is a synthetic resin paint.
Is a fixing member, and 13 is a tapered hole formed in the fixing member 12.
【0012】テーパ孔13内には、外面をテーパ状に成
形した半割筒状のPC鋼材定着用楔14,14が挿入さ
れている。この楔14は図2に示すように、外面がテー
パ孔13のテーパに合わせたテーパ状に成形され、内面
がPC鋼材10の外周を囲む形状の半円筒形に成形さ
れ、その内周面に多数の鋼材係止用突条15,15……
が円周方向に向けて平行に一体成形されている。Into the tapered hole 13, wedge-shaped PC steel material fixing wedges 14, 14 each having a tapered outer surface are inserted. As shown in FIG. 2, the wedge 14 has an outer surface formed into a taper shape matching the taper of the tapered hole 13, and an inner surface formed into a semi-cylindrical shape surrounding the outer circumference of the PC steel material 10. Many steel projections 15, 15 ...
Are integrally molded parallel to each other in the circumferential direction.
【0013】突条15,15……は、断面が鋸刃状の山
型に成形されている。この山型は、図3に示すように一
方側を直立させた直立面15aとなし、他方側を傾斜さ
せた傾斜面15bとしたのであってもよく、また図4に
示すように両側を傾斜面15b,15bとしたものであ
ってもよい。The ridges 15, 15 ... Are formed in a mountain shape having a saw-tooth cross section. This chevron may have an upright surface 15a with one side upright as shown in FIG. 3 and an inclined surface 15b with the other side inclining, or both sides can be inclined as shown in FIG. The surfaces 15b and 15b may be used.
【0014】突条15,15……の山型の裾部間には平
らな円筒形の平行部16,16……があり、この平行部
16及び突条15の外周面を含めて楔14の全周面が電
着塗装により合成樹脂塗料が塗布された防錆被覆層17
が被着されている。Between the ridges of the projections 15, 15 ... There are flat cylindrical parallel portions 16, 16 ... And the wedge 14 including the parallel portions 16 and the outer peripheral surfaces of the projections 15. Anticorrosion coating layer 17 whose entire peripheral surface is coated with synthetic resin paint by electrodeposition coating
Is being worn.
【0015】また図5に示すように、突条15,15間
の平行部16の幅aは突条15の裾部の最大幅bより大
きく形成され、突条15の高さは、防錆被覆したPC鋼
材10を把持した際に、その先端がPC鋼材10内に喰
い込んだ状態で突条15,15間の平行部外周側に空隙
が形成される高さに成形されているものであり、PC鋼
材10及び楔14の防錆被覆層11及び17の厚さの和
の2倍程度以上とすることが好ましい。Further, as shown in FIG. 5, the width a of the parallel portion 16 between the ridges 15 is formed larger than the maximum width b of the skirt of the ridge 15, and the height of the ridge 15 is rustproof. When the coated PC steel material 10 is gripped, it is formed to a height such that a gap is formed on the outer peripheral side of the parallel portion between the ridges 15 in a state where the tip of the coated PC steel material 10 is embedded in the PC steel material 10. Therefore, it is preferable that the thickness is about twice or more the sum of the thicknesses of the rustproof coating layers 11 and 17 of the PC steel material 10 and the wedge 14.
【0016】この楔14を用いてPC鋼材10を把持さ
せた際には、図5に示すように突条15の先端がPC鋼
材10に喰い込んだ状態のとき、その突条15の先端部
及びPC鋼材10の外周のそれぞれの防錆被覆層11,
17が突条15の喰い込みによってめくれて押しよけら
れるが、その押しよけられた部分は、余裕をもって、突
条15,15間に入り込み、突条15はPC鋼材10に
対して充分な喰い込みがなされる。When the wedge 14 is used to grip the PC steel material 10, as shown in FIG. 5, when the tip of the ridge 15 bites into the PC steel material 10, the tip portion of the ridge 15 is held. And the respective rust-preventive coating layers 11 on the outer periphery of the PC steel material 10,
17 is turned up and pushed away by the biting of the ridges 15, but the pushed-out portion is inserted between the ridges 15 and 15 with a margin, and the ridges 15 are sufficient for the PC steel material 10. Biting is done.
【0017】[0017]
【発明の効果】上述したように本発明のPC鋼材定着用
楔は、断面が山形の突条の裾部間に平行部を設けたこと
により、電着塗装による防錆被覆が簡単に、しかも全面
において均一になされることとなり、またこの楔によっ
て防錆被覆したPC鋼材を把持させて定着させる場合、
突条の喰い込みによって押しのけられた防錆被覆層が突
条間の広い空間に余裕をもって入り込むこととなり、充
分に強固な定着状態が常に得られることとなったもので
ある。As described above, in the PC steel material fixing wedge of the present invention, since the parallel portions are provided between the skirts of the projecting ridges having a mountain-shaped cross section, the rust preventive coating by electrodeposition coating is easy and When the PC steel material coated with rust is fixed and fixed by this wedge,
The rustproof coating layer pushed away by the bites of the ridges enters the wide space between the ridges with a margin, and a sufficiently strong fixing state can always be obtained.
【図1】本発明に係る楔を用いたPC鋼材の端部定着構
造の一例を示す断面図である。FIG. 1 is a sectional view showing an example of an end fixing structure for a PC steel material using a wedge according to the present invention.
【図2】同上の楔の傾斜図である。FIG. 2 is an inclined view of the wedge of the same.
【図3】同上の楔の突条形状の一例を示す部分拡大断面
図である。FIG. 3 is a partially enlarged cross-sectional view showing an example of the protrusion shape of the above wedge.
【図4】同じく他の例の部分拡大断面図である。FIG. 4 is a partially enlarged cross-sectional view of another example of the same.
【図5】本発明に係る楔によるPC鋼材把持状態を示す
部分拡大断面図である。FIG. 5 is a partially enlarged cross-sectional view showing a PC steel material gripped state by a wedge according to the present invention.
【図6】従来の楔によるPC鋼材端部定着構造を示す断
面図である。FIG. 6 is a cross-sectional view showing a conventional PC steel material edge fixing structure using a wedge.
10 PC鋼材 11,17 防錆被覆層 12 定着体 13 テーパ孔 14 楔 15 突条 15a 直立面 15b 傾斜面 16 平行部 10 PC Steel Material 11, 17 Anticorrosion Coating Layer 12 Fixing Body 13 Tapered Hole 14 Wedge 15 Protrusion 15a Upright Surface 15b Sloping Surface 16 Parallel Section
Claims (2)
着体のテーパ孔内に挿入され、該テーパ孔内に挿入した
PC鋼材の外周と該テーパ孔内面との間に介在され、前
記PC鋼材の外周に接する内周面に円周方向に向けて尖
鋭なエッジ状の鋼材係止用突条を多数備えてなるPC鋼
材定着用楔において、前記各鋼材係止用突条の断面を鋸
刃状の山型に成形するとともに、その各山型の裾部間に
PC鋼材の軸方向に向けて平行部を設け、かつ、内外周
面全面に合成樹脂からなる防錆被覆を施したことを特徴
としてなるPC鋼材定着用楔。1. A PC steel material which is inserted into a taper hole of a fixing body for supporting tension of PC steel material which is strained, and which is interposed between an outer circumference of the PC steel material inserted into the taper hole and an inner surface of the taper hole. In a PC steel material fixing wedge comprising a large number of sharp edge-shaped steel material locking projections directed in the circumferential direction on the inner peripheral surface in contact with the outer circumference of a saw blade, the cross section of each steel material locking projection is a saw blade. In addition to forming into a mountain-shaped chevron, parallel parts were provided between the crests of each chevron in the axial direction of the PC steel material, and a synthetic resin rustproof coating was applied to the entire inner and outer peripheral surfaces. A characteristic PC steel material fixing wedge.
部の幅以上となし、山型の高さを、合成樹脂防錆被覆を
施したPC緊張材の定着時に、該PC緊張材の合成樹脂
防錆被覆層の外周面が前記平行部に接しない高さとして
なる請求項1に記載のPC鋼材定着用楔。2. The width of the parallel portion is set to be equal to or larger than the width of the ridge of the mountain shape of the steel locking projection, and the height of the mountain shape is set at the time of fixing the PC tension material coated with the synthetic resin rust preventive coating. The PC steel material fixing wedge according to claim 1, wherein an outer peripheral surface of the synthetic resin anticorrosive coating layer of the PC tension member has a height which does not contact the parallel portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23226494A JPH0874382A (en) | 1994-09-01 | 1994-09-01 | Pc steel material anchor wedge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23226494A JPH0874382A (en) | 1994-09-01 | 1994-09-01 | Pc steel material anchor wedge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0874382A true JPH0874382A (en) | 1996-03-19 |
Family
ID=16936531
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23226494A Pending JPH0874382A (en) | 1994-09-01 | 1994-09-01 | Pc steel material anchor wedge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0874382A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010223352A (en) * | 2009-03-24 | 2010-10-07 | Ihi Infrastructure Systems Co Ltd | Cable end tension releasing method and cable clamp device used for carrying out the method |
| EP3172387A4 (en) * | 2014-07-24 | 2018-04-04 | Felix L. Sorkin | Cartridge for retaining a sheathing of a tendon within an anchor assembly |
| KR102305560B1 (en) * | 2021-04-30 | 2021-09-27 | 주식회사 세기엔지니어링 | External tension member reinforcement device for improving the performance of structures and reinforcement method using the same |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6195145A (en) * | 1984-10-10 | 1986-05-13 | デイツカ−ホツフ・ウント・ウイドマン・アクチエンゲゼルシヤフト | Tensile member |
| JPH02213549A (en) * | 1989-02-13 | 1990-08-24 | Kurosawa Kensetsu Kk | Pc steel material end fixing device |
-
1994
- 1994-09-01 JP JP23226494A patent/JPH0874382A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6195145A (en) * | 1984-10-10 | 1986-05-13 | デイツカ−ホツフ・ウント・ウイドマン・アクチエンゲゼルシヤフト | Tensile member |
| JPH02213549A (en) * | 1989-02-13 | 1990-08-24 | Kurosawa Kensetsu Kk | Pc steel material end fixing device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010223352A (en) * | 2009-03-24 | 2010-10-07 | Ihi Infrastructure Systems Co Ltd | Cable end tension releasing method and cable clamp device used for carrying out the method |
| EP3172387A4 (en) * | 2014-07-24 | 2018-04-04 | Felix L. Sorkin | Cartridge for retaining a sheathing of a tendon within an anchor assembly |
| KR102305560B1 (en) * | 2021-04-30 | 2021-09-27 | 주식회사 세기엔지니어링 | External tension member reinforcement device for improving the performance of structures and reinforcement method using the same |
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