JPH02167906A - Structure of pc cable at crooked part - Google Patents
Structure of pc cable at crooked partInfo
- Publication number
- JPH02167906A JPH02167906A JP31961488A JP31961488A JPH02167906A JP H02167906 A JPH02167906 A JP H02167906A JP 31961488 A JP31961488 A JP 31961488A JP 31961488 A JP31961488 A JP 31961488A JP H02167906 A JPH02167906 A JP H02167906A
- Authority
- JP
- Japan
- Prior art keywords
- cable
- cables
- crooked
- bending
- tube
- 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
- 238000005452 bending Methods 0.000 claims abstract description 27
- 239000002184 metal Substances 0.000 claims description 15
- 229910052751 metal Inorganic materials 0.000 claims description 15
- 239000011347 resin Substances 0.000 abstract description 3
- 229920005989 resin Polymers 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 150000002739 metals Chemical class 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、斜張橋や吊橋等に用いられるPCケーブルの
屈曲部の構造に関し、詳細には屈曲部の疲労強度の向上
が図れるPCケーブルの屈曲部の〈従来の技術〉
PCm″a又はPC鋼より線等(以下rPCケーブル」
という)は、引張力に対してn効に機能する反面、肋げ
に弱い性質を有する。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to the structure of the bent portion of a PC cable used in cable-stayed bridges, suspension bridges, etc., and more specifically to a PC cable that can improve the fatigue strength of the bent portion. <Conventional technology>PCm''a or PC steel stranded wire, etc. (hereinafter referred to as rPC cable)
Although it functions effectively against tensile force, it has the property of being weak against ribbing.
そのため、PCケーブルの途上又は鋼部を緩やかな弧状
に屈曲させる必要が生した場合、通常は所定の曲率で屈
曲加工を施した金属管を予めPCケーブルの屈曲予定位
置に設置しておき、金属管内にPCケーブルを押通して
いる。Therefore, when it is necessary to bend a steel part in the middle of a PC cable or into a gentle arc, a metal tube that has been bent at a predetermined curvature is usually installed in advance at the planned bending position of the PC cable. A PC cable is pushed through the pipe.
PCケーブルは金属管にガイドされて[11] ”F−
が規制される。The PC cable is guided by the metal tube [11] "F-
is regulated.
〈本発明が解決しようとする問題点〉
例えば斜張橋の主ケーブルのように複数本のPCケーブ
ルをひとまとめにして用いることが多い。<Problems to be Solved by the Present Invention> For example, a plurality of PC cables are often used together, such as the main cable of a cable-stayed bridge.
又、複数のPCケーブル群の屈曲部には、純引張力とし
ての一次応力に加えて、曲げによる二次応力が作用する
。Further, in addition to the primary stress as pure tensile force, secondary stress due to bending acts on the bent portions of the plurality of PC cable groups.
これらの応力はPCケーブル群を金属管の内壁に強く押
し付ける方向に作用する。These stresses act in a direction that strongly presses the PC cable group against the inner wall of the metal tube.
そのため、■PCケーブル群と湾曲管の孔壁との間、及
び■PCケーブル相互間に過大の摩擦力を生み、各PC
ケーブルがこれらの部材間で繰り返し擦れると金属疲労
を起こして大変危険である。As a result, excessive frictional force is generated between the PC cable group and the hole wall of the curved pipe, and between the PC cables, and each PC
If the cable rubs repeatedly between these parts, it can cause metal fatigue, which is very dangerous.
さらに、PCケーブル群に作用する側圧等の原因も加わ
って、PCケーブル群の屈曲部における疲労強度が低い
ものとなる。Furthermore, with the addition of causes such as lateral pressure acting on the PC cable group, the fatigue strength at the bent portion of the PC cable group becomes low.
〈本発明の目的〉
本発明は以上の問題点を解決するために成されたちので
あって、その目的とするところは、PCケーブルの屈曲
部においてPCケーブル相互間及びPCケーブルとPC
ケーブルをガイドする管の内面との間の直接の接触を回
避して、PCケーブルの屈曲部における疲労強度の低下
を防止できる、PCケーブルの屈曲部の構造を提供する
ことにある。<Object of the present invention> The present invention has been made in order to solve the above problems, and its purpose is to reduce the distance between the PC cables and between the PC cables and the PC cable at the bending part of the PC cable.
An object of the present invention is to provide a structure for a bending part of a PC cable that can prevent a decrease in fatigue strength at the bending part of the PC cable by avoiding direct contact between the cable and the inner surface of a tube that guides the cable.
く本発明の構成〉
以下、図面を参照しながら本発明の一実施例について説
明する。Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.
〈イ〉屈111]部の構造 第1図に斜張橋の塔1の縦断面を示す。Structure of <A> bend 111] part Fig. 1 shows a longitudinal section of the tower 1 of the cable-stayed bridge.
本例はPCケーブル2が塔1の左右に連続性を有して配
設される構造例について説明する。In this example, a structural example in which the PC cable 2 is disposed continuously on the left and right sides of the tower 1 will be described.
図中3は、予め塔1内に埋設しておいた屈曲ガイド管で
ある。Reference numeral 3 in the figure indicates a bent guide tube that has been buried in the tower 1 in advance.
複数のPCケーブル2群はこの屈曲ガイド管3にガイド
されて弧状に屈曲される。The plurality of PC cables 2 are guided by the bending guide tube 3 and bent into an arc.
以下、各部について詳述する。Each part will be explained in detail below.
く口〉屈1111ガイド管
屈曲ガイド管3は一定半径r・の軌跡で描かれる+To
線部31と、曲線部31の両側に続く直線部32とより
なる。1111 Guide tube bend The guide tube 3 is drawn with a locus of constant radius r. +To
It consists of a line part 31 and straight parts 32 continuing on both sides of the curved part 31.
屈曲ガイド管3は、例えば金属製パイプを上記のように
折曲して形成するが、その最小+11]げ半径rは、必
要とするPCケーブル2の疲労強度を考慮して決定する
。The bent guide tube 3 is formed by, for example, bending a metal pipe as described above, and its minimum +11] bending radius r is determined in consideration of the required fatigue strength of the PC cable 2.
\ハ)PCケーブル
PCケープ、JL 2は、PC鋼より線等であり、単数
又は複数本をひとまとめ;こして1重用する。\C) PC cable PC cape, JL 2 is a PC steel stranded wire, etc., and it is used in single or multiple bundles; strained and used once.
PCケーブル2は少なくとも最終的に屈曲する範囲、即
ち屈曲ガイド管3の曲線部31の範囲に亘って外套管4
を被覆している。The PC cable 2 is connected to the mantle tube 4 at least over the range where it is finally bent, that is, the curved portion 31 of the bending guide tube 3.
is covered.
外套管4は曲線部31の範囲より多少余裕を持たせて被
覆してわくことが好ましい。It is preferable that the mantle tube 4 be covered with a little more margin than the range of the curved portion 31.
外套管4は、PCケーブル2相互間及びPCケーブル2
と屈曲ガイド管3との間に介在して、これらの部Fオを
n1接接触させないことを目的とする部材であり、屈1
山ガイド管3と異質の素材、例えばポリエチレン等の樹
脂で形威し、その肉厚は1.0〜]、、2mm程度が好
適である。The jacket tube 4 connects the PC cables 2 to each other and connects the PC cables 2 to each other.
This is a member that is interposed between the bending guide tube 3 and the bending guide tube 3 to prevent these parts F from n1 contact.
It is made of a material different from that of the mountain guide tube 3, for example, a resin such as polyethylene, and its wall thickness is preferably about 1.0 to 2 mm.
又、第2図に示すように外套管4内には防錆用の粘性油
5を封入する。Further, as shown in FIG. 2, viscous oil 5 for rust prevention is sealed inside the mantle tube 4.
尚、粘性油5の封入を省略する場合もある。Incidentally, the inclusion of the viscous oil 5 may be omitted in some cases.
〈二〉構造例2(第3図) 第3図に塔1の水平断面を示す。<2> Structure example 2 (Figure 3) FIG. 3 shows a horizontal section of the tower 1.
本例は、塔1の左右に複数本のPCケーブル2群を交錯
しないで定着する構造例について説明する。In this example, a structural example will be described in which two groups of plural PC cables are fixed on the left and right sides of the tower 1 without crossing each other.
本例では、曲線部31及びこれに続く直線部32を有す
る屈曲ガイド管3aは、交互に向きを変えて塔Iに埋設
しである。In this example, bent guide tubes 3a having curved portions 31 and straight portions 32 following the curved portions are buried in the tower I with alternate directions.
従って、本例のような場合は、定着予定のPCケーブル
2の周面のうち、屈曲ガイド管3aの曲線部31の範囲
に亘って外套管4を被覆すればよい。Therefore, in a case like this example, it is sufficient to cover the outer tube 4 over the range of the curved portion 31 of the bent guide tube 3a among the peripheral surface of the PC cable 2 to be fixed.
〈ホ〉構造例3(第4図) 第4図も塔1の水平断面を示す。<E> Structure example 3 (Fig. 4) FIG. 4 also shows a horizontal section of the tower 1.
本例は、塔lの左右の何れか一方から挿通するPCケー
ブル2を塔2内で二つに分岐して定着する場合の定着構
造例である。This example is an example of a fixing structure in which the PC cable 2 inserted from either the left or right side of the tower 1 is branched into two parts within the tower 2 and fixed.
屈曲ガイド管3bは、M線部32の最終で二つの曲線部
31.31に分岐している。The bent guide tube 3b branches into two curved sections 31 and 31 at the end of the M-line section 32.
従って、本例の場合も、定着予定のPCケーブル2の周
面のうち、屈曲ガイド管3bの分岐する曲線部31の範
囲に亘って外套管4を被覆すればよい。Therefore, in the case of this example as well, it is sufficient to cover the jacket tube 4 over the range of the curved portion 31 where the bent guide tube 3b branches out of the peripheral surface of the PC cable 2 to be fixed.
〈作用〉
前述したように、PCケーブル2の屈曲する範囲に亘っ
て外套管4を被覆したことにより、PCケーブル2相互
は外套管4を間に介在して接触することとなり、又各P
Cケーブル2と屈曲ガイド管3との間も外套管4が間に
介在する。<Function> As described above, by covering the bending range of the PC cable 2 with the jacket tube 4, the PC cables 2 come into contact with each other with the jacket tube 4 interposed between them, and each P
A mantle tube 4 is also interposed between the C cable 2 and the bending guide tube 3.
そのためPCケーブル2群の屈曲部に応力が作用した場
合でも、金属同士が接触して擦れ合うことがなくなる。Therefore, even if stress is applied to the bent portions of the second group of PC cables, the metals will not come into contact with each other and rub against each other.
即ち、各PCケーブル2は直接接触し合うことはなく外
套管4同士が接触する。That is, the PC cables 2 do not come into direct contact with each other, but the mantle tubes 4 contact with each other.
又、金属製の各PCケーブル2は金属製の屈曲ガイド管
3.3a、3bに直接接触しあうことはなく、非金属製
の外套管4と金属製の屈曲ガイド管3.3a、3bが接
触することになる。Moreover, each metal PC cable 2 does not come into direct contact with the metal bending guide tubes 3.3a, 3b, and the nonmetallic jacket tube 4 and the metal bending guide tubes 3.3a, 3b will come into contact.
その結果、PCケーブル2の屈曲部においては、摩擦力
や異種金属の接触による電気的な原因で生じる金属疲労
を生じ難い。As a result, at the bent portion of the PC cable 2, metal fatigue caused by frictional force or electrical causes due to contact between dissimilar metals is unlikely to occur.
〈本発明の効果〉
本発明は以上説明したように、屈曲予定のPCケーブル
毎に屈曲予定範囲に亘り、樹脂製の外套管を被覆したの
で、金属製の各PCケーブルが直接接触し合ったり、或
は各PCケーブルが金属製の屈曲ガイド管に直接接触し
合うことがない。<Effects of the Invention> As explained above, in the present invention, each PC cable to be bent is coated with a resin jacket tube over the intended bending range, so that the metal PC cables do not come into direct contact with each other. , or each PC cable does not come into direct contact with the metal bending guide tube.
その結果、PCケーブルの屈曲部に従来のような金属疲
労を生じることがなく、疲労強度の低下を確実に阻止で
きる。As a result, the bending portion of the PC cable does not suffer from metal fatigue as in the conventional case, and a decrease in fatigue strength can be reliably prevented.
又、PCケーブルの屈曲部を従来の屈曲率より小さくで
きるから、設計上有利である。Further, since the bending portion of the PC cable can be made smaller than the conventional bending ratio, it is advantageous in terms of design.
第1図二本発明の一実施例の説明図で斜張橋の塔の横断
面図
第2図:第1図の■−■の断面図
第3.4図:その他のPCケーブルの屈曲部の構造例を
示す説明図で塔の横断面図Figure 1.2 An explanatory diagram of an embodiment of the present invention, a cross-sectional view of a tower of a cable-stayed bridge. Figure 2: A cross-sectional view taken along ■-■ in Figure 1. Figure 3.4: Other bent parts of PC cables. A cross-sectional view of a tower with an explanatory diagram showing an example of its construction.
Claims (1)
る屈曲ガイド管を用いたPCケーブルの屈曲部において
、 前記PCケーブルの屈曲予定範囲に亘って屈曲ガイド管
と異質の外套管を被覆し、 PCケーブル相互間及びPCケーブルと屈曲ガイド管間
に金属部材同士が直接接触する箇所をなくした、 PCケーブルの屈曲部の構造。(1) At the bending part of a PC cable using a bending guide tube having only a curved part or a curved part and a straight part following it, the bending guide tube and a different mantle tube are covered over the planned bending range of the PC cable. The structure of the bending part of the PC cable eliminates the direct contact between metal parts between the PC cables and between the PC cable and the bending guide tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31961488A JP2651860B2 (en) | 1988-12-20 | 1988-12-20 | Structure of bent part of PC cable |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31961488A JP2651860B2 (en) | 1988-12-20 | 1988-12-20 | Structure of bent part of PC cable |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02167906A true JPH02167906A (en) | 1990-06-28 |
JP2651860B2 JP2651860B2 (en) | 1997-09-10 |
Family
ID=18112248
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31961488A Expired - Lifetime JP2651860B2 (en) | 1988-12-20 | 1988-12-20 | Structure of bent part of PC cable |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2651860B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0790813A (en) * | 1993-09-21 | 1995-04-04 | Senju Miki | Through fixed saddle |
CN104099874A (en) * | 2014-07-28 | 2014-10-15 | 上海市城市建设设计研究总院 | Steel strand inhaul cable tension construction method by taking slip-resistant stud as locking device |
JP2015209702A (en) * | 2014-04-28 | 2015-11-24 | 鹿島建設株式会社 | Spacer for cable deflected part in outer cable structure, deflected part structure therefor and cable laying method therefor |
-
1988
- 1988-12-20 JP JP31961488A patent/JP2651860B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0790813A (en) * | 1993-09-21 | 1995-04-04 | Senju Miki | Through fixed saddle |
JP2015209702A (en) * | 2014-04-28 | 2015-11-24 | 鹿島建設株式会社 | Spacer for cable deflected part in outer cable structure, deflected part structure therefor and cable laying method therefor |
CN104099874A (en) * | 2014-07-28 | 2014-10-15 | 上海市城市建设设计研究总院 | Steel strand inhaul cable tension construction method by taking slip-resistant stud as locking device |
Also Published As
Publication number | Publication date |
---|---|
JP2651860B2 (en) | 1997-09-10 |
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