JP2002339279A - Tensile cable for building and engineering work - Google Patents
Tensile cable for building and engineering workInfo
- Publication number
- JP2002339279A JP2002339279A JP2001142596A JP2001142596A JP2002339279A JP 2002339279 A JP2002339279 A JP 2002339279A JP 2001142596 A JP2001142596 A JP 2001142596A JP 2001142596 A JP2001142596 A JP 2001142596A JP 2002339279 A JP2002339279 A JP 2002339279A
- Authority
- JP
- Japan
- Prior art keywords
- rust
- cable
- strand
- synthetic resin
- resin material
- 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
- 239000000463 material Substances 0.000 claims abstract description 26
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 23
- 239000000057 synthetic resin Substances 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 12
- 239000002318 adhesion promoter Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 238000012856 packing Methods 0.000 abstract 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 10
- 230000002265 prevention Effects 0.000 description 3
- 230000003449 preventive effect Effects 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B1/00—Constructional features of ropes or cables
- D07B1/06—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
- D07B1/0693—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core having a strand configuration
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2015—Strands
- D07B2201/2036—Strands characterised by the use of different wires or filaments
- D07B2201/2037—Strands characterised by the use of different wires or filaments regarding the dimension of the wires or filaments
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2015—Strands
- D07B2201/2042—Strands characterised by a coating
- D07B2201/2044—Strands characterised by a coating comprising polymers
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2015—Strands
- D07B2201/2046—Strands comprising fillers
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2501/00—Application field
- D07B2501/20—Application field related to ropes or cables
- D07B2501/2015—Construction industries
- D07B2501/2023—Concrete enforcements
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2501/00—Application field
- D07B2501/20—Application field related to ropes or cables
- D07B2501/2015—Construction industries
- D07B2501/203—Bridges
Landscapes
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
- Ropes Or Cables (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主に斜張橋用の斜
材や、PC外ケーブルとして使用される建築土木用引張
ケーブルに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a diagonal member for a cable-stayed bridge and a tension cable for construction civil engineering used as a cable outside a PC.
【0002】[0002]
【従来の技術】従来、斜張橋の橋桁を支持する斜材や、
構造物の補強を行うPC外ケーブルとして引張用ケーブ
ル1が使用されており、この引張用ケーブル1は、図4
に示すように多数の防錆ストランド2,2…を束ねて1
本のケーブルとしている。一般に、防錆ストランド2
は、図5に示すように、7本撚りの防錆ストランドが用
いられ、PC鋼線からなる心線3の外周にPC鋼線から
なる側線4,4…が撚り合わされ、そのPC鋼線の間に
は合成樹脂材5が充填され、防錆ストランド2の外周に
は同様に合成樹脂材5で防錆被覆されている。2. Description of the Related Art Conventionally, a diagonal member for supporting a bridge girder of a cable-stayed bridge,
A pulling cable 1 is used as an external cable for reinforcing a structure.
As shown in the figure, a large number of anti-rust strands
The book has a cable. Generally, anti-rust strand 2
As shown in FIG. 5, a seven-strand anticorrosive strand is used, and side wires 4, 4... Made of PC steel wire are twisted around the outer periphery of a core wire 3 made of PC steel wire. The space between them is filled with a synthetic resin material 5, and the outer periphery of the rust preventive strand 2 is similarly coated with the synthetic resin material 5 for rust prevention.
【0003】[0003]
【発明が解決しようとする課題】しかし、上述のような
従来の技術では、例えば、PC外ケーブルとして用いら
れる場合、斜材としての規格を満たすために、かなりの
本数を束ねる必要があるため、施工コストが嵩み、工期
も長引いてしまうという問題があった。However, in the prior art as described above, for example, when used as an external cable, it is necessary to bundle a considerable number of cables in order to satisfy the standard as a diagonal material. There is a problem that the construction cost increases and the construction period is prolonged.
【0004】また、多数の防錆ストランドを束ねて使用
するため、防錆ストランド同士が接触する箇所も多く、
その接触箇所において防錆ストランドが摩耗し、防錆ス
トランド表面の防錆被覆が潰れてしまうなどの問題もあ
る。Further, since a large number of rust-preventive strands are used in a bundle, there are many places where the rust-preventive strands come into contact with each other.
There is also a problem that the rust-preventive strand is worn at the contact point and the rust-preventive coating on the surface of the rust-preventive strand is crushed.
【0005】更に、従来の防錆ストランドでは、外径が
21.8mm以上の大径(例えば28.6mm)になる
と、引張ケーブルを引張した際に、防錆ストランドの心
線が緩み、使用するには問題があった。Further, in the conventional rust-preventive strand, when the outer diameter becomes 21.8 mm or more (for example, 28.6 mm), the core wire of the rust-preventive strand is loosened when the tension cable is pulled, and is used. Had a problem.
【0006】本発明は、このような従来の技術の状況を
鑑み、安価で施工効率のよい建築土木用引張ケーブルの
提供を目的とする。The present invention has been made in view of the circumstances of the related art, and has as its object to provide an inexpensive and efficient construction tensile cable for civil engineering.
【0007】[0007]
【課題を解決するための手段】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は、
多数の鋼線が相互に直接又は極薄い合成樹脂材の被覆を
介して当接して撚り合わされ、前記鋼線の間に合成樹脂
材が充填され、外周が合成樹脂材で被覆された多数の防
錆ストランドを束ねて一本のケーブルとして使用する建
築土木用引張ケーブルにおいて、PC鋼線からなる心線
の外周にPC鋼線からなる側線を多層状に撚り合わせて
形成した多層状撚りの防錆ストランドを使用して、前記
防錆ストランドの許容引張荷重を増大させたことにあ
る。SUMMARY OF THE INVENTION The features of the present invention for solving the conventional problems as described above and achieving the intended purpose are as follows.
A large number of steel wires are contacted with each other directly or through a very thin synthetic resin material coating and twisted, and a synthetic resin material is filled between the steel wires, and a large number of protective wires whose outer periphery is coated with the synthetic resin material are twisted. In a tensile cable for construction and civil engineering using rusted strands bundled together and used as a single cable, multi-layer rust prevention formed by twisting the side wire made of PC steel wire around the core wire made of PC steel wire in multiple layers. That is, the allowable tensile load of the rust preventive strand is increased by using the strand.
【0008】尚、防錆ストランドを19本撚りとするこ
とが好ましく、PC鋼線の間に充填される合成樹脂材に
は強力な接着促進剤が添加されることが好ましい。It is preferred that the rust-preventing strands be twisted in 19 strands, and that a strong adhesion promoter be added to the synthetic resin material filled between the PC steel wires.
【0009】[0009]
【発明の実施の形態】次に、本発明に係る建築土木用引
張ケーブルの実施の形態を図1、図2について説明す
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of a tension cable for building civil engineering according to the present invention will be described with reference to FIGS.
【0010】図において、10は斜張橋の斜材やPC外
ケーブルに使用される引張用ケーブルであり、この引張
用ケーブル10は、多数の防錆ストランド11,11…
を1本に束ねて構成されている。In the drawing, reference numeral 10 denotes a tension cable used for a diagonal member of a cable-stayed bridge or a cable outside a PC. This tension cable 10 has a large number of rust-preventive strands 11, 11,.
Are bundled into one.
【0011】防錆ストランド11は、図2に示すよう
に、PC鋼線からなる心線12と、心線12の外周に撚
り合わされて内層を形成する中層側線13,13…と、
この内層の外周に撚り合わされた多数の外層測線14,
14…とから多層状に形成されている。As shown in FIG. 2, the rust-preventive strand 11 includes a core wire 12 made of a PC steel wire, and middle-layer side wires 13, 13... Which are twisted around the outer periphery of the core wire 12 to form an inner layer.
A number of outer layer survey lines 14 twisted around the inner layer
14 ... are formed in a multilayer shape.
【0012】この防錆ストランドの内部空隙即ち、中層
側線13,13…及び外層側線14,14…の間に形成
される空隙には、強力な接着促進剤入りの合成樹脂材1
5が充填され、心線12と側線とが相互に固着されケー
ブルに外力が架かっても心線12が滑りにくくなってい
る。The inner space of the rust-preventive strand, that is, the space formed between the middle layer side lines 13, 13 and the outer layer side lines 14, 14, ... is made of a synthetic resin material 1 containing a strong adhesion promoter.
5, the core wire 12 and the side wire are fixed to each other so that the core wire 12 does not slip easily even when an external force is applied to the cable.
【0013】また、防錆ストランド11の外周面は、合
成樹脂材15で防錆被覆されている。The outer peripheral surface of the anti-rust strand 11 is coated with a synthetic resin material 15 for anti-rust.
【0014】この防錆ストランドは、外径が28.6m
mとなっている。The rust-preventive strand has an outer diameter of 28.6 m.
m.
【0015】このように構成することにより、防錆スト
ランド1本当たりの許容荷重が増大し、建築土木用引張
ケーブルを形成する際に、より少ない本数の防錆ストラ
ンドでも規格値を満たすことができるようになり、本数
が少ない分、材料費の削減や工期の短縮ができ、コスト
を下げることができる。With such a configuration, the allowable load per rust-preventive strand increases, and when forming a tension cable for building civil engineering, a smaller number of rust-preventive strands can satisfy the standard value. As a result, the number of pieces can be reduced, so that material costs can be reduced and the construction period can be shortened, and costs can be reduced.
【0016】また、本数が少ない分、防錆ストランド同
士が接触する箇所を少なくすることができ、摩擦によっ
て合成樹脂材が潰れたり、はぎ取られたりするといった
ことを最小限に止めることができる。In addition, since the number of the rust-preventive strands is small, the number of places where the rust-preventive strands come into contact with each other can be reduced, and the crushing or peeling of the synthetic resin material due to friction can be minimized.
【0017】尚、上述の実施例では、防錆ストランドを
19本撚りとした例について説明したが、防錆ストラン
ドは15本撚りとしてもよく、また、防錆ストランドの
外径を21.8mmとしてもよい。In the above-described embodiment, an example was described in which the rust-preventing strands were twisted to 19 strands. However, the rust-preventing strands may be twisted to 15 strands, and the outer diameter of the rust-preventing strands was set to 21.8 mm. Is also good.
【0018】また、上述の実施例では、防錆ストランド
の形状に沿って合成樹脂材15を被覆した例について説
明したが、図3に示すように、防錆ストランド11の断
面形状が円形になるように防錆ストランド11の外周に
合成樹脂材15を被覆してもよい。Further, in the above-described embodiment, an example in which the synthetic resin material 15 is coated along the shape of the rust-preventive strand has been described. However, as shown in FIG. 3, the cross-sectional shape of the rust-preventive strand 11 is circular. As described above, the outer periphery of the rust-preventive strand 11 may be covered with the synthetic resin material 15.
【0019】[0019]
【発明の効果】上述のように、本発明に係る建築土木用
引張ケーブルは、多数の鋼線が相互に直接又は極薄い合
成樹脂材の被覆を介して当接して撚り合わされ、前記鋼
線の間に合成樹脂材が充填され、外周が合成樹脂材で被
覆された多数の防錆ストランドを束ねて一本のケーブル
として使用する建築土木用引張ケーブルにおいて、PC
鋼線からなる心線の外周にPC鋼線からなる側線を多層
状に撚り合わせて形成した多層状撚りの防錆ストランド
を使用して、前記防錆ストランドの許容引張荷重を増大
させたことにより、引張用ケーブルを構成する防錆スト
ランドの本数が少なく済み、本数が少ない分、材料費の
削減や工期の短縮をすることができ、コストを下げるこ
とができる。As described above, in the tensile cable for civil engineering construction according to the present invention, a large number of steel wires are twisted by abutting each other directly or via a coating of an ultra-thin synthetic resin material. A tension cable for construction and civil engineering that is used as a single cable by bundling a number of rust-preventive strands that are filled with a synthetic resin material and whose outer periphery is covered with a synthetic resin material.
By increasing the allowable tensile load of the rust-preventive strand by using a multi-layer rust-preventive strand formed by twisting a side wire composed of a PC steel wire into a multi-layer around the outer periphery of a core wire composed of a steel wire. In addition, the number of rust-preventing strands constituting the pulling cable can be reduced, and the number of rust-preventing strands can be reduced, so that the material cost can be reduced and the construction period can be shortened, and the cost can be reduced.
【0020】また、防錆ストランドを19本撚りとした
ことにより、好適に防錆ストランドの許容荷重を増大さ
せることができる。Further, by allowing the 19 anticorrosive strands to be twisted, the allowable load of the anticorrosive strand can be suitably increased.
【0021】更に、PC鋼線の間に充填される合成樹脂
材には強力な接着促進剤が添加されたことにより、外径
が21.8mm以上の大径、例えば、外径28.6mm
のPCストランドであっても引張ワイヤー緊張時に心線
が緩まない。Further, a strong adhesion promoter is added to the synthetic resin material filled between the PC steel wires, so that the outside diameter is 21.8 mm or more, for example, 28.6 mm outside diameter.
The core wire does not loosen when the tension wire is tensioned even with the PC strand.
【図1】本発明に係る建築土木用引張ケーブルを示す断
面図である。FIG. 1 is a sectional view showing a tension cable for building civil engineering according to the present invention.
【図2】同上の防錆ストランドを示す断面図である。FIG. 2 is a sectional view showing the rust-preventive strand according to the first embodiment.
【図3】同上の他の防錆ストランドの例を示す断面図で
ある。FIG. 3 is a cross-sectional view showing an example of another rust preventive strand of the above.
【図4】従来の引張ケーブルを示す断面図である。FIG. 4 is a sectional view showing a conventional tension cable.
【図5】同上の防錆ストランドを示す断面図である。FIG. 5 is a sectional view showing the rust-preventive strand according to the first embodiment.
10 引張用ケーブル 11 防錆ストランド 12 心線 13 中層側線 14 外層側線 15 合成樹脂材 DESCRIPTION OF SYMBOLS 10 Tensile cable 11 Rust prevention strand 12 Core wire 13 Middle side wire 14 Outer side wire 15 Synthetic resin material
フロントページの続き Fターム(参考) 2D059 AA42 BB08 GG02 2E164 AA02 AA31 DA03 3B153 AA14 AA15 AA34 AA45 AA47 BB15 CC52 CC80 FF03 GG01 GG07 Continued on the front page F term (reference) 2D059 AA42 BB08 GG02 2E164 AA02 AA31 DA03 3B153 AA14 AA15 AA34 AA45 AA47 BB15 CC52 CC80 FF03 GG01 GG07
Claims (3)
脂材の被覆を介して当接して撚り合わされ、前記鋼線の
間に合成樹脂材が充填され、外周が合成樹脂材で被覆さ
れた多数の防錆ストランドを束ねて一本のケーブルとし
て使用する建築土木用引張ケーブルにおいて、 PC鋼線からなる心線の外周にPC鋼線からなる側線を
多層状に撚り合わせて形成した多層状撚りの防錆ストラ
ンドを使用して、前記防錆ストランドの許容引張荷重を
増大させたことを特徴としてなる建築土木用引張ケーブ
ル。1. A number of steel wires are abutted with each other directly or through a coating of an extremely thin synthetic resin material and twisted together, a synthetic resin material is filled between the steel wires, and the outer periphery is covered with the synthetic resin material. In a tensile cable for construction and civil engineering, which is used as a single cable by bundling a large number of rust-preventive strands, a multi-layered cable formed by twisting a side wire made of a PC steel wire around a core wire made of a PC steel wire in a multilayered manner. A tensile cable for construction and civil engineering, characterized by using a layered twisted rust-preventive strand to increase the allowable tensile load of said rust-preventive strand.
1に記載の建築土木用引張ケーブル。2. The tensile cable for building civil engineering according to claim 1, wherein the rust-preventive strand is made of 19 strands.
強力な接着促進剤が添加された請求項1又は2に記載の
建築土木用引張ケーブル。3. The tensile cable for building civil engineering according to claim 1, wherein a strong adhesion promoter is added to the synthetic resin material filled between the PC steel wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001142596A JP2002339279A (en) | 2001-05-14 | 2001-05-14 | Tensile cable for building and engineering work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001142596A JP2002339279A (en) | 2001-05-14 | 2001-05-14 | Tensile cable for building and engineering work |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2002339279A true JP2002339279A (en) | 2002-11-27 |
Family
ID=18988872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001142596A Pending JP2002339279A (en) | 2001-05-14 | 2001-05-14 | Tensile cable for building and engineering work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2002339279A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949130A (en) * | 2010-04-27 | 2011-01-19 | 江苏法尔胜新日制铁缆索有限公司 | Method for manufacturing standard wires under control of reference wires |
| CN105088948A (en) * | 2014-05-13 | 2015-11-25 | 柳州欧维姆机械股份有限公司 | Manufacturing method for steel wire inhaul cable with polyurea protective coating |
| CN108265234A (en) * | 2018-03-26 | 2018-07-10 | 山东交通学院 | A kind of bridge damping wire digging line |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07189150A (en) * | 1993-12-27 | 1995-07-25 | Times Eng:Kk | Anticorrosively coated pc strand and method for anticorrosively processing the same |
| JPH10175243A (en) * | 1996-12-18 | 1998-06-30 | Times Eng:Kk | Method for producing low relaxation anticorrosion coated PC steel |
| JPH10226973A (en) * | 1997-02-13 | 1998-08-25 | Hien Denko Kk | Rust preventive film-coated pc strand having low relaxation and its production |
| JPH11172587A (en) * | 1997-12-03 | 1999-06-29 | Times Engineering:Kk | Raw material strand and production of raw material strand |
| WO2001020096A1 (en) * | 1999-09-15 | 2001-03-22 | Freyssinet International (Stup) | Cable with parallel wires for building works structure, anchoring for said cable, and anchoring method |
-
2001
- 2001-05-14 JP JP2001142596A patent/JP2002339279A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07189150A (en) * | 1993-12-27 | 1995-07-25 | Times Eng:Kk | Anticorrosively coated pc strand and method for anticorrosively processing the same |
| JPH10175243A (en) * | 1996-12-18 | 1998-06-30 | Times Eng:Kk | Method for producing low relaxation anticorrosion coated PC steel |
| JPH10226973A (en) * | 1997-02-13 | 1998-08-25 | Hien Denko Kk | Rust preventive film-coated pc strand having low relaxation and its production |
| JPH11172587A (en) * | 1997-12-03 | 1999-06-29 | Times Engineering:Kk | Raw material strand and production of raw material strand |
| WO2001020096A1 (en) * | 1999-09-15 | 2001-03-22 | Freyssinet International (Stup) | Cable with parallel wires for building works structure, anchoring for said cable, and anchoring method |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949130A (en) * | 2010-04-27 | 2011-01-19 | 江苏法尔胜新日制铁缆索有限公司 | Method for manufacturing standard wires under control of reference wires |
| CN105088948A (en) * | 2014-05-13 | 2015-11-25 | 柳州欧维姆机械股份有限公司 | Manufacturing method for steel wire inhaul cable with polyurea protective coating |
| CN108265234A (en) * | 2018-03-26 | 2018-07-10 | 山东交通学院 | A kind of bridge damping wire digging line |
| CN108265234B (en) * | 2018-03-26 | 2023-08-22 | 山东交通学院 | Shock-absorbing steel wire cable for bridge |
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