JPH01121451A - Fixture for prestressed concrete and fixing method - Google Patents
Fixture for prestressed concrete and fixing methodInfo
- Publication number
- JPH01121451A JPH01121451A JP27758987A JP27758987A JPH01121451A JP H01121451 A JPH01121451 A JP H01121451A JP 27758987 A JP27758987 A JP 27758987A JP 27758987 A JP27758987 A JP 27758987A JP H01121451 A JPH01121451 A JP H01121451A
- Authority
- JP
- Japan
- Prior art keywords
- wire
- fixing
- cone
- wire material
- prestressed concrete
- 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.)
- Granted
Links
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims description 14
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims abstract description 18
- 239000011151 fibre-reinforced plastic Substances 0.000 claims abstract description 18
- 230000002093 peripheral effect Effects 0.000 claims abstract description 9
- 239000004567 concrete Substances 0.000 claims description 15
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 229920005989 resin Polymers 0.000 claims description 7
- 239000011347 resin Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 abstract description 12
- 238000004873 anchoring Methods 0.000 abstract 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000004917 carbon fiber Substances 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 7
- 229920003002 synthetic resin Polymers 0.000 description 6
- 239000000057 synthetic resin Substances 0.000 description 6
- 229920001187 thermosetting polymer Polymers 0.000 description 6
- 150000003839 salts Chemical class 0.000 description 5
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 239000004925 Acrylic resin Substances 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920006332 epoxy adhesive Polymers 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- KCTAWXVAICEBSD-UHFFFAOYSA-N prop-2-enoyloxy prop-2-eneperoxoate Chemical compound C=CC(=O)OOOC(=O)C=C KCTAWXVAICEBSD-UHFFFAOYSA-N 0.000 description 2
- 239000012783 reinforcing fiber Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 239000004840 adhesive resin Substances 0.000 description 1
- 229920006223 adhesive resin Polymers 0.000 description 1
- 229920003180 amino resin Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 150000001721 carbon Chemical class 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 230000006355 external stress Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009730 filament winding Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005185 salting out Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明はプレストレストコンクリート用定着具及び定着
方法に係り、特に撚り線よりなる緊張用線材を、繊維強
化プラスチツク製定着具にて定着するに好適なプレスト
レストコンクリート用定着具及び定着方法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a fixing tool and a fixing method for prestressed concrete, and is particularly suitable for fixing a tensioning wire made of stranded wire with a fixing tool made of fiber-reinforced plastic. The present invention relates to a fixing tool and a fixing method for prestressed concrete.
[従来の技術]
プレストレストコンクリートは、周知の如く、圧縮荷重
をかけであるコンクリート製品である。[Prior Art] As is well known, prestressed concrete is a concrete product that is subjected to compressive loads.
この圧縮荷重をかける方法として、長手方向に貫通孔を
設けられたコンクリート体の該貫通孔に鋼などの緊張用
線材を挿通し、この線材を緊張せしめた後、線材の両端
をコンクリート体の両端に、定着具を用いて定着させる
方法がある。この定着具としては多数の種類のものがあ
る。As a method of applying this compressive load, a tensioning wire such as steel is inserted into the through-hole of a concrete body provided with a through-hole in the longitudinal direction, and after tensioning this wire, both ends of the wire are connected to both ends of the concrete body. There is a method of fixing using a fixing tool. There are many types of fixing devices.
第3図は定着具の一例を示す平面図、第4図は第3図V
−V線に沿う断面図である。符号1は外側コーンを示し
、テーパ形状の内孔faを有している。符号2はこの内
孔1aに嵌合する切頭円錐形状の内側コーンであり、等
径の中心孔を有している。この内側コーン2は、3個に
分割されて楔2a、2b、2cとされている。線材3は
、内側コーン2の中心孔に挿通され、その抜は出しは、
楔2a、2b、2cの締め付は力により防止され、これ
により線材の定着が行なわれる。Figure 3 is a plan view showing an example of the fixing device, Figure 4 is Figure 3V
- It is a sectional view along the V line. Reference numeral 1 indicates an outer cone, which has a tapered inner hole fa. Reference numeral 2 denotes a truncated cone-shaped inner cone that fits into the inner hole 1a and has a central hole of equal diameter. This inner cone 2 is divided into three wedges 2a, 2b, and 2c. The wire 3 is inserted into the center hole of the inner cone 2, and its extraction is as follows:
Tightening of the wedges 2a, 2b, 2c is prevented by force, thereby fixing the wire rod.
その他にも、Hochtief%Bilfinger、
He1d u。In addition, Hochtief% Bilfinger,
He1d u.
Franke%MoraudiSBauwensなど種
々の定着具が知られている。Various fixing devices are known, such as Franke% MoraudiSBauwens.
このように定着具の構造ないし構成には、極めて多数種
類のものが知られているが、高い強度を必要とするとこ
ろから材質的には、鋼が広く用いられている。ところが
、鋼製の定着具は、通常の使用環境下においては、相当
の耐久性を有しているのであるが、腐食性の強い環境下
では錆を発生させ、それ自身の強度低下が生じると共に
、錆の発生により、周囲のコンクリートの劣化が進行す
る。(例えば、錆の発生時には体積膨張が伴うから、こ
れによってコンクリートに細かなタラツクが生じたりす
る。)そのため、例えば海洋構造物あるいは海岸の近く
の構造物に、従来のプレストレストコンクリートを用い
ると、比較的早期にプレストレスが低下する弊害が生じ
易かった。As described above, a large number of types of fixing devices are known, but steel is widely used as a material because it requires high strength. However, although steel fixtures have considerable durability under normal use environments, they rust in highly corrosive environments, reducing their own strength and weakening them. , The deterioration of the surrounding concrete progresses due to the occurrence of rust. (For example, when rust occurs, it undergoes volumetric expansion, which causes fine troughs in the concrete.) Therefore, when conventional prestressed concrete is used, for example, in offshore structures or structures near the coast, it is difficult to compare The negative effect of prestress reduction at an early stage was likely to occur.
このような問題を解決するものとして、熱硬化性合成樹
脂をバインダーにし、補強用繊維としてガラス繊維と炭
素繊維を併用して成形してなる繊維強化プラスチツク製
定着具が提案されている(特開昭62−63746 )
。As a solution to these problems, a fiber-reinforced plastic fixing device has been proposed, which is made by molding a thermosetting synthetic resin as a binder and a combination of glass fiber and carbon fiber as reinforcing fibers (Unexamined Japanese Patent Publication No. (Sho 62-63746)
.
一方、線材としても炭素繊維製のものが使用されており
、鋼製線材に比し軽量で高い耐腐食性を有することから
、高い評価を受けている。この炭素*@製線材としては
、第5図に示す単位線材4aを撚り合せた撚り線よりな
るケーブル状の線材4が用いられる場合がある。On the other hand, wire rods made of carbon fiber are also used, and are highly evaluated because they are lighter and have higher corrosion resistance than steel wire rods. As this carbon*@ wire rod, a cable-shaped wire rod 4 made of a stranded wire obtained by twisting together unit wire rods 4a shown in FIG. 5 may be used.
このような撚り線よりなる線材4を従来の楔状の定着具
5a、5.bで挟んで定着する場合、線材4が繊維強化
プラスチック類であると、鋼製線材に比し耐圧性が低い
ため、撚り線を構成する単位線材4aが定着具5a、5
bに強く圧迫されて変形し、割れてしまう場合がある。The wire rod 4 made of such a stranded wire is attached to a conventional wedge-shaped fixing device 5a, 5. When fixing by sandwiching the stranded wire between the wire rods 5a and 5b, if the wire rod 4 is made of fiber-reinforced plastics, the pressure resistance is lower than that of steel wire rods, so the unit wire rods 4a constituting the stranded wire are fixed by the fixing tools 5a, 5.
(b) may be strongly compressed and deformed, causing it to crack.
そこで、このような問題を解決し、より確実に定着する
ために、第6図に示す如く、線材4に銅線等の番線6を
巻き付けて、その上に定着具を圧着している。Therefore, in order to solve this problem and fix the film more reliably, as shown in FIG. 6, a wire 6 such as a copper wire is wound around the wire 4, and a fixing tool is crimped onto the wire 6.
[発明が解決しようとする問題点]
第6図に示すように線材4に番線6を巻き付けた場合、
鋼製の定着具であれば比較的安定かつ確実に定着を行な
うことができるが、繊維強化プラスチック類の定着具を
用いる場合には、繊維強化プラスチックは鋼材に比し曲
げ強度が劣るため、番線6との圧着で定着具が割れてし
まうという不具合がある。[Problems to be solved by the invention] When the wire 6 is wound around the wire 4 as shown in FIG.
If the fixing device is made of steel, it can be fixed relatively stably and reliably, but when using a fixing device made of fiber-reinforced plastic, the bending strength of fiber-reinforced plastic is inferior to that of steel, so There is a problem that the fixing tool breaks due to pressure bonding with No. 6.
また、このような撚り線よりなる緊張用線材を従来の定
着具で圧着して定着させた場合、線材と定着具との間に
はわずかではあるが隙間が生じることとなり、この隙間
から水分、塩分等が侵入し、凍結による凍害や、塩析に
よる塩害を受け、線材が劣化したり、コンクリートに亀
裂が発生したりするなどの問題もあった。In addition, when a tensioning wire made of such stranded wires is crimped and fixed using a conventional fixing tool, a small gap will be created between the wire and the fixing device, and moisture and water will escape from this gap. There were also problems such as the intrusion of salt and other substances, resulting in frost damage due to freezing and salt damage due to salting out, resulting in deterioration of wire rods and cracks in concrete.
[問題点を解決するための手段]
本発明のプレストレストコンクリート用定着具は、撚り
線よりなる緊張用線材を定着させるための定着具であっ
て、繊維強化プラスチックよりなり、かつ、該線材当接
面に、該線材外周面形状に倣ったライフル状の凹凸が形
成されていることを特徴とする。[Means for Solving the Problems] The fixing tool for prestressed concrete of the present invention is a fixing tool for fixing tensioning wires made of stranded wires, and is made of fiber-reinforced plastic, and is made of fiber-reinforced plastic. It is characterized in that the surface is formed with rifle-shaped unevenness that follows the shape of the outer peripheral surface of the wire.
また、本発明のプレストレストコンクリートにおける線
材の定着方法は、コンクリート体に設けられた貫通孔に
撚り線よりなる緊張用線材を挿通し、この線材を緊張せ
しめた後、該線材の両端をコンクリート体に定着するに
あたり、上記本発明のブ駄ストレストコンクリート用定
着具にて該線材と定着具との間に樹脂接着剤を介在させ
て定着することを特徴とする。In addition, the method for fixing wire rods in prestressed concrete of the present invention involves inserting a tensioning wire rod made of stranded wire into a through hole provided in a concrete body, tensioning the wire rod, and then attaching both ends of the wire rod to the concrete body. When fixing, the above-mentioned fixing tool for stressed concrete of the present invention is characterized in that a resin adhesive is interposed between the wire and the fixing tool.
以下、第1図及び第2図を参照して本発明の詳細な説明
する。The present invention will be described in detail below with reference to FIGS. 1 and 2.
第1図は本発明の一実施例に係るプレストレストコンク
リート用定着具の内側コーンの分割された楔を示す斜視
図であって、第2図は第1図に示す楔で内側コーンが形
成された本発明の定着具の全体構成を示す斜視図である
。FIG. 1 is a perspective view showing a divided wedge of an inner cone of a fixing device for prestressed concrete according to an embodiment of the present invention, and FIG. 2 is a perspective view showing a wedge in which the inner cone is formed by the wedge shown in FIG. 1. FIG. 1 is a perspective view showing the overall configuration of a fixing device of the present invention.
本実施例のプレストレストコンクリート用定着具10は
、繊維強化プラスチックよりなり、テーパ形状の内孔1
1aを有する外側コーン11と、この内孔11aに嵌合
する中心孔を有する切頭円錐形状の内側コーン12とで
構成されている。この内側コーン12は3個の楔12a
、t2b。The prestressed concrete fixing device 10 of this embodiment is made of fiber-reinforced plastic and has a tapered inner hole 1.
It is composed of an outer cone 11 having a diameter 1a, and an inner cone 12 having a truncated cone shape and having a center hole that fits into the inner hole 11a. This inner cone 12 has three wedges 12a.
, t2b.
12cより構成されている。。12c. .
本発明においては、この内側コーン12の楔12a、1
2b、12cのそれぞれの中心孔を形成する内壁面には
、定着する撚り線よりなる緊張用線材13の外周面形状
に倣ったライフル状の凹凸14が形成されている。In the present invention, the wedges 12a, 1 of this inner cone 12
Rifle-shaped unevenness 14 is formed on the inner wall surface forming the center hole of each of 2b and 12c, which follows the shape of the outer peripheral surface of the tensioning wire 13 made of a stranded wire to be fixed.
即ち、このライフル状の凹凸14は、凸条14a及び凹
溝14bが、それぞれ、線材13の撚りのスパイラル状
の凹溝13a及び凸条13bに嵌合可能に設けられてい
る。That is, the rifle-shaped unevenness 14 is provided so that the protrusions 14a and grooves 14b can fit into the spiral grooves 13a and 13b of the twisted wire rod 13, respectively.
このため、このような楔12a、12b。For this reason, such wedges 12a, 12b.
12cで構成される内側コーン12の中心孔内壁は、線
材13の外周面と密着され、線材13を良好な圧着状態
で確実に定着することができる。The inner wall of the center hole of the inner cone 12 formed by the inner cone 12c is in close contact with the outer peripheral surface of the wire 13, and the wire 13 can be reliably fixed in a good crimped state.
本発明の定着具は、繊維強化プラスチック(FRP)よ
り構成されるものであるが、特に熱硬化性合成樹脂をバ
インダーにし、補強用繊維として炭素繊維を成形してな
るものであることが好ましい。このような材質で構成す
ることにより、定着具の耐食性は飛躍的に向上される。The fixing device of the present invention is made of fiber-reinforced plastic (FRP), and is preferably made of thermosetting synthetic resin as a binder and carbon fiber as reinforcing fiber. By using such a material, the corrosion resistance of the fixing tool is dramatically improved.
この場合、用いる熱硬化性合成樹脂としては、外部応力
に対する変形が小さく耐候性、耐薬品性の優れたものが
好適であり、具体的には、エポキシアクリレート樹脂、
フェノール樹脂、アミノ樹脂、ポリエステル樹脂などが
挙げられる。In this case, the thermosetting synthetic resin to be used is preferably one that is less deformed by external stress and has excellent weather resistance and chemical resistance. Specifically, epoxy acrylate resin,
Examples include phenol resin, amino resin, polyester resin, and the like.
炭素ia faとしては、直径が5〜10μm程度のも
のが好適であり、短繊維、長繊維のいずれをも用い得る
。Carbon ia fa having a diameter of about 5 to 10 μm is suitable, and both short fibers and long fibers can be used.
炭素繊維は、その直径が上記範囲よりも細いものは、コ
スト高であり、また太いものは可撓性が乏しくなる。ま
た、長さが上記範囲よりも長いものは、製造時に絡み合
うなどして均一配合が容易でなくなり、短いものは補強
効果が小さくなる。Carbon fibers with a diameter smaller than the above range are expensive, and those with a diameter larger than the above range have poor flexibility. Furthermore, if the length is longer than the above range, they may become entangled during manufacturing, making it difficult to mix uniformly, and if the length is short, the reinforcing effect will be reduced.
炭素繊維と、上記熱硬化性合成樹脂との比率は、重量比
で85:15〜60 : 40程度が好ましい。かかる
配合比率とすることにより、極めて高強度の繊維強化プ
ラスチックを得ることが可能とされる。The ratio of carbon fiber to the thermosetting synthetic resin is preferably about 85:15 to 60:40 by weight. By setting such a blending ratio, it is possible to obtain a fiber-reinforced plastic with extremely high strength.
なお、本発明においては、強度を損ねない範囲で、顔料
や粉末充填材を熱硬化性合成樹脂に混入しても良い。In the present invention, pigments and powder fillers may be mixed into the thermosetting synthetic resin as long as the strength is not impaired.
このような繊維強化プラスチックよりなる本発明の定着
具の製造方法は、通常の方法に従えば良く、例えばフィ
ラメントワインディング工法によって容易に製造できる
。また、炭素繊維のクロスを積層し、熱硬化性合成樹脂
を含浸させて成形しても良い。成形に際しては、圧縮成
形を行えば、著しく高強度の成形体を得ることができる
。The method for manufacturing the fixing device of the present invention made of such fiber-reinforced plastic may be carried out by a conventional method, and can be easily manufactured by, for example, a filament winding method. Alternatively, carbon fiber cloth may be laminated, impregnated with thermosetting synthetic resin, and molded. When molding, if compression molding is performed, a molded product with extremely high strength can be obtained.
本発明の定着具は第1図及び第2図に示した構成の定着
具の他、内側コーンの分割数が2個又は4個以上のもの
、その他前述のHochtief。The fixing device of the present invention includes, in addition to the fixing device having the structure shown in FIGS. 1 and 2, the fixing device having an inner cone divided into two or four or more parts, and the above-mentioned Hochtief.
Bilfinger等の定着具等、各種の定着具に適用
できる。It can be applied to various types of fixing devices, such as fixing devices such as Bilfinger.
このような本発明の定着具は、特に繊維強化プラスチッ
ク類の撚り線よりなる緊張用線材の定着に有効である。Such a fixing tool of the present invention is particularly effective for fixing tensioning wires made of twisted wires of fiber-reinforced plastics.
このような本発明のプレストレストコンクリート用定着
具を用いる定着方法においては、コンクリート体の貫通
孔に撚り線よりなる緊張用線材を挿通し、この線材を緊
張せしめた後、線材の両端をコンクリート体に定着させ
るに際し、緊張用線材と定着具との間に樹脂接着剤を介
在させるのが好適である。In the fixing method using the prestressed concrete fixing tool of the present invention, a tensioning wire made of stranded wire is inserted into a through hole in a concrete body, the wire is tensioned, and then both ends of the wire are attached to the concrete body. When fixing, it is preferable to interpose a resin adhesive between the tensioning wire and the fixing tool.
具体的には、線材の定着具圧着部の外周面及び定着具の
線材当接面に、樹脂接着剤を塗布してから、線材を定着
具で被装して定着を行なうのが好ましい。Specifically, it is preferable to apply a resin adhesive to the outer peripheral surface of the fixing device crimping portion of the wire and the wire contacting surface of the fixing device, and then cover the wire with the fixing device and perform fixing.
この場合、樹脂接着剤としては作業時間、即ち接着強度
を発揮するに要する時間が30分程度のものを用いるの
が好ましく、具体的には、常温硬化工のエポキシ系接着
剤等の接着剤を用いることができる。In this case, it is preferable to use a resin adhesive that takes about 30 minutes to work, that is, to demonstrate adhesive strength. Specifically, adhesives such as epoxy adhesives that cure at room temperature are preferred. Can be used.
このように、接着剤樹脂を介して線材と定着具とを圧着
することにより、線材と定着具との密着性がより高めら
れ、高強度で密実な定着構造を得ることができる。By press-bonding the wire rod and the fixing tool through the adhesive resin in this manner, the adhesion between the wire rod and the fixing tool is further improved, and a high-strength and solid fixing structure can be obtained.
[作用]
本発明のプレストレストコンクリート用定着具は、撚り
線よりなる緊張用線材の外周面形状に倣ったライフル状
の凹凸が線材当接面に形成されているため、緊張用線材
に極めて密着した状態で圧着することができ、撚り線よ
りなる線材に番線等を巻く必要もなく、極めて確実にか
つ安定して線材を定着することが可能とされる。このた
め、定着具の割れの問題も解決され、凍害、塩害も防止
される。[Function] The fixing tool for prestressed concrete of the present invention has rifle-shaped unevenness that follows the shape of the outer circumferential surface of the tensioning wire made of stranded wires, and is therefore formed on the wire abutting surface. The wire can be crimped in the same state, and there is no need to wrap a wire or the like around the wire made of stranded wire, making it possible to fix the wire extremely reliably and stably. Therefore, the problem of cracking of the fixing device is solved, and frost damage and salt damage are also prevented.
また、本発明の定着方法では、このような本発明の定着
具と線材との間に樹脂を介在させるため、その圧着状態
はより密実なものとなり、凍害、塩害等はより確実に防
止され、極めて高強度で耐久性に優れたプレストレスト
コンクリート構造を得ることが可能とされる。In addition, in the fixing method of the present invention, since the resin is interposed between the fixing tool of the present invention and the wire, the crimped state is more tightly bonded, and frost damage, salt damage, etc. are more reliably prevented. , it is possible to obtain a prestressed concrete structure with extremely high strength and excellent durability.
[実施例] 以下、実施例について説明する。[Example] Examples will be described below.
実施例1
第1図及び第2図に示すような本発明の定着具を用いて
、本発明の定着方法に従って撚り線よりなる緊張用線材
の定着を行なった。Example 1 Using the fixing tool of the present invention as shown in FIGS. 1 and 2, a tension wire made of stranded wire was fixed according to the fixing method of the present invention.
なお、定着具の外側コーン及び内側コーン、並びに線材
の材質は下記の通りである。The materials of the outer cone, inner cone, and wire of the fixing device are as follows.
定着具外側コーン材質: 炭素繊維強化エポキシアクリレート樹脂。Fixture outer cone material: Carbon fiber reinforced epoxy acrylate resin.
定着具内側コーン材質:外側コーンと同一。Fixture inner cone material: Same as outer cone.
線材材質:炭素繊維の撚り線(第2図参照)。Wire material: carbon fiber strands (see Figure 2).
まず、コンクリート体の長手方向に設けられた貫通孔に
線材を挿通し、これを治具で緊張せしめた。そして、線
材の表面に常温硬化型エポキシ接着剤を塗布した後、定
着具で被装して線材の両端をコンクリート体の両端に定
着した。First, a wire was inserted into a through hole provided in the longitudinal direction of the concrete body, and the wire was tensioned using a jig. After applying a room temperature curing epoxy adhesive to the surface of the wire, it was covered with a fixing tool to fix both ends of the wire to both ends of the concrete body.
その結果、線材と定着具とは極めて密着された状態で定
着することができた。この実施例で、定着具が線材を引
っ張る時の破壊強度は10トンを。As a result, the wire rod and the fixing tool were able to be fixed in extremely close contact with each other. In this example, the breaking strength when the fixing tool pulls the wire is 10 tons.
超える高強度であった。It had a high strength exceeding that of the previous one.
[発明の効果]
以上詳述した通り、本発明のプレストレストコンクリー
ト用定着具は、繊維強化プラスチックよりなるため、鋼
製の定着具よ、りも高強度であり、耐久性にも優れる上
に、撚り線よりなる緊張線材の外周面形状に倣ったライ
フル状の凹凸が線材当接面に形成されているため、緊張
用線材に極めて密着した状態で圧着することができる。[Effects of the Invention] As detailed above, the prestressed concrete fixing device of the present invention is made of fiber-reinforced plastic, so it has higher strength and durability than steel fixing devices. Since rifle-shaped unevenness that follows the shape of the outer circumferential surface of the tension wire made of stranded wire is formed on the wire contact surface, it is possible to crimp the tension wire in extremely close contact with the tension wire.
このため、極めて確実にかつ安定して線材を定着するこ
とができる。Therefore, the wire can be fixed extremely reliably and stably.
また、このような定着具を用いる本発明の定着方法によ
れば、定着具と線材との間に樹脂を介在させるため、そ
の圧着状態はより密実なものとなり、凍害、塩害等はよ
り確実に防止され、極めて高強度で耐久性に優れたプレ
ストレストコンクリート構造を得ることが可能とされる
。Furthermore, according to the fixing method of the present invention using such a fixing tool, since the resin is interposed between the fixing tool and the wire, the crimped state becomes tighter, and frost damage, salt damage, etc. are more reliably prevented. This makes it possible to obtain a prestressed concrete structure with extremely high strength and excellent durability.
従って、本発明によるプレストレストコンクソートは、
海洋構造物や海岸の近くに設置される構造物など、腐食
性の強い環境下においても、長期にわたって安定して使
用し得る。Therefore, the prestressed consort according to the invention is
It can be used stably for long periods of time even in highly corrosive environments such as offshore structures and structures installed near the coast.
第1図は本発明の一実施例に係るプレストレストコンク
リート用定着具の内側コーンの分割された楔を示す斜視
図、第2図は本発明の定着具の一実施例を示す斜視図、
第3図及び第4図は従来の定着具を示す図であって、第
3図は平面図、第4図は第3図TV −IV線に沿う断
面図である。第5図及び第6図は撚り線よりなる線材を
示す斜視図である。
10・・・プレストレストコンクリート用定着具、11
・・・外側コーン、12・・・内側コーン、12a、1
2b、12cm−−楔
13・・・線材、 14・・・ライフル状の凹凸
。
代 理 人 弁理士 重 野 剛
bFIG. 1 is a perspective view showing a divided wedge of the inner cone of a fixing device for prestressed concrete according to an embodiment of the present invention, and FIG. 2 is a perspective view showing an embodiment of the fixing device of the present invention.
3 and 4 are views showing a conventional fixing device, in which FIG. 3 is a plan view and FIG. 4 is a sectional view taken along the line TV-IV in FIG. 3. FIGS. 5 and 6 are perspective views showing wire rods made of twisted wires. 10... Fixing tool for prestressed concrete, 11
...Outer cone, 12...Inner cone, 12a, 1
2b, 12cm--Wedge 13...Wire rod, 14...Rifle-shaped unevenness. Agent: Patent Attorney Tsuyoshi Shigeno b
Claims (2)
着具であって、繊維強化プラスチックよりなり、かつ、
該線材当接面に、該線材外周面形状に倣ったライフル状
の凹凸が形成されていることを特徴とするプレストレス
トコンクリート用定着具。(1) A fixing device for fixing a tensioning wire made of stranded wire, which is made of fiber-reinforced plastic, and
A fixing tool for prestressed concrete, characterized in that a rifle-shaped unevenness that follows the shape of the outer peripheral surface of the wire is formed on the wire contact surface.
なる緊張用線材を挿通し、この線材を緊張せしめた後、
該線材の両端をコンクリート体に定着するプレストレス
トコンクリートにおける線材の定着方法において、繊維
強化プラスチックよりなり、かつ、線材当接面に前記線
材の外周面形状に倣ったライフル状の凹凸が形成されて
いる定着具を用い、該線材と定着具との間に樹脂接着剤
を介在させて定着することを特徴とするプレストレスト
コンクリートにおける線材の定着方法。(2) After inserting a tensioning wire made of stranded wire into a through hole provided in the concrete body and tensioning this wire,
In a method for fixing a wire rod in prestressed concrete in which both ends of the wire rod are fixed to a concrete body, the wire rod is made of fiber-reinforced plastic, and a rifle-shaped unevenness that follows the shape of the outer peripheral surface of the wire rod is formed on the wire contact surface. 1. A method for fixing a wire in prestressed concrete, which comprises using a fixing tool and fixing the wire with a resin adhesive interposed between the wire and the fixing tool.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27758987A JPH0625457B2 (en) | 1987-11-02 | 1987-11-02 | Fixing tool for prestressed concrete and fixing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27758987A JPH0625457B2 (en) | 1987-11-02 | 1987-11-02 | Fixing tool for prestressed concrete and fixing method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01121451A true JPH01121451A (en) | 1989-05-15 |
JPH0625457B2 JPH0625457B2 (en) | 1994-04-06 |
Family
ID=17585565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27758987A Expired - Lifetime JPH0625457B2 (en) | 1987-11-02 | 1987-11-02 | Fixing tool for prestressed concrete and fixing method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0625457B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0417909U (en) * | 1990-06-01 | 1992-02-14 | ||
US5490718A (en) * | 1991-12-26 | 1996-02-13 | Toyota Jidosha Kabushiki Kaisha | Seat cushion structure for use in a front seat |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20240093494A1 (en) * | 2020-12-16 | 2024-03-21 | Sumitomo Mitsui Construction Co., Ltd. | Anchoring device and prestressed concrete |
-
1987
- 1987-11-02 JP JP27758987A patent/JPH0625457B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0417909U (en) * | 1990-06-01 | 1992-02-14 | ||
US5490718A (en) * | 1991-12-26 | 1996-02-13 | Toyota Jidosha Kabushiki Kaisha | Seat cushion structure for use in a front seat |
Also Published As
Publication number | Publication date |
---|---|
JPH0625457B2 (en) | 1994-04-06 |
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