JP4277019B2 - Cable routing method in deflection section - Google Patents

Cable routing method in deflection section Download PDF

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JP4277019B2
JP4277019B2 JP2005298869A JP2005298869A JP4277019B2 JP 4277019 B2 JP4277019 B2 JP 4277019B2 JP 2005298869 A JP2005298869 A JP 2005298869A JP 2005298869 A JP2005298869 A JP 2005298869A JP 4277019 B2 JP4277019 B2 JP 4277019B2
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cable
hole
steel wire
intubation
filler
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JP2007107264A (en
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亮平 黒沢
圭 平井
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Kurosawa Construction Co Ltd
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本願発明は偏向部におけるケーブルの配線方法に関するものである。   The present invention relates to a cable wiring method in a deflection section.

近年は、図9〜図11に示すように、ケーブルの点検・交換を可能とする外ケーブル20がPC桁橋21などの外面に配線されるが、この外ケーブル20は緊張力を偏心荷重(吊り上げ荷重)に変換するために偏向部22の貫通孔23に挿入され、所定の緊張力で緊張された後に貫通孔23に充填材24が充填されていた。また図10はシース27が被覆されていないPC鋼線25を使用した外ケーブル20であり、図11はシース27が被覆されたPC鋼線25を使用した外ケーブル20である。また、その他の偏向部における外ケーブルの配線方法としては、例えば特開平10−148277号および特開2005−207218号公報の発明がある。
特開平10−148277号公報 特開2005−207218号公報
In recent years, as shown in FIGS. 9 to 11, an outer cable 20 that enables inspection and replacement of cables is wired on the outer surface of a PC girder bridge 21 or the like. In order to convert it into a lifting load, the through hole 23 was filled with a filler 24 after being inserted into the through hole 23 of the deflecting portion 22 and being tensioned with a predetermined tension force. FIG. 10 shows the outer cable 20 using the PC steel wire 25 not covered with the sheath 27, and FIG. 11 shows the outer cable 20 using the PC steel wire 25 covered with the sheath 27. Further, as other external cable wiring methods in the deflection section, there are, for example, the inventions of Japanese Patent Application Laid-Open Nos. 10-148277 and 2005-207218.
JP-A-10-148277 JP-A-2005-207218

しかし、上記のような外ケーブルの配線方法は、外ケーブル20を緊張した後に充填材24を貫通孔23に充填していたため、外ケーブル20を構成するPC鋼線25同士が接触するととともに、これらが貫通孔23の上側に偏って配線されて孔壁26に接触するためにフレッチング現象が発生するという問題があった。また特開平10−148277号の発明のようにスペーサを使用した場合でも、外ケーブルを緊張した後に充填材を貫通孔に充填していたため、シースが潰されてアンボンドの機能が失われる恐れがあり、また腹圧によってPC鋼撚線の合成樹脂被膜も潰されて防錆効果が低下する恐れもあった。   However, since the external cable wiring method as described above has filled the through hole 23 with the filler 24 after the external cable 20 is tensioned, the PC steel wires 25 constituting the external cable 20 come into contact with each other. However, there is a problem that a fretting phenomenon occurs because the wiring is biased to the upper side of the through hole 23 and contacts the hole wall 26. Further, even when a spacer is used as in the invention of JP-A-10-148277, the filler is filled in the through-hole after tensioning the outer cable, so the sheath may be crushed and the function of unbonding may be lost. Moreover, the synthetic resin film of the PC steel stranded wire was also crushed by the abdominal pressure, and there was a possibility that the rust prevention effect would be reduced.

本願発明は上記のような問題に鑑みてなされたものであり、その目的は、フレッチング現象の発生の防止、ケーブルの図心と設計図心とのズレの防止、およびシースや合成樹脂被膜が潰されるのを防止することができる偏向部におけるケーブルの配線方法を提供することである。   The present invention has been made in view of the above problems, and its purpose is to prevent the occurrence of fretting phenomenon, to prevent the cable centroid from deviating from the design centroid, and to crush the sheath and the synthetic resin coating. It is an object of the present invention to provide a cable wiring method in a deflecting unit that can prevent the occurrence of the cable.

以上の課題を解決するための偏向部におけるケーブルの配線方法は、構造物の外面に配設されるケーブルを偏向させる偏向部の貫通孔に、一本のPC鋼線のみが挿入可能な内挿管を複数設置し、これらの内挿管ごとに、シースで被覆されたPC鋼線を貫通・配線した後、各内挿管ごとに充填材を充填し、該充填材が硬化した後に各PC鋼線を緊張することを特徴とする。またPC鋼線が配線される前または内挿管が設置される前に、貫通孔内に外挿管を嵌め込むことを含むものである。 In order to solve the above problems, the cable wiring method in the deflection unit is an internal intubation in which only one PC steel wire can be inserted into the through hole of the deflection unit for deflecting the cable disposed on the outer surface of the structure. After inserting and wiring the PC steel wire covered with the sheath for each of these intubations, each of the intubation tubes is filled with a filler, and after the filler is cured, It is characterized by tension. Moreover, before PC steel wire is wired or before the inner intubation is installed, it includes fitting the outer intubation into the through hole.

充填材の硬化後にPC鋼線を緊張することにより、ケーブルを貫通孔の中心位置に配線でき、ケーブルの図心と設計図心とを一致させることができる。またケーブルに緊張による腹圧が作用してもPC鋼線同士が接触しないため、フレッチング現象を防ぐことができる。またシースや合成樹脂被膜が潰されるのを防ぐことができるので、ケーブルの疲労強度が増大し、防錆効果の低下を防ぐことができる。また内挿管ごとに既存の外ケーブルが除去できるので外ケーブルの交換が容易にできる。また一本のPC鋼線のみが挿入可能な内挿管にPC鋼線を貫通・配線したので、PC鋼線を一本ごとに交換することができる。また内挿管に充填した充填材で偏向部の断面欠損を補えるので偏向部の強度の低下が防げる。また内挿管の両側の開口部に被せられた蓋体がPC鋼線の配列を確保するスペーサとしての役割を果たす。また貫通孔の内面に嵌め込まれた外挿管で貫通孔が保護される。   By tensioning the PC steel wire after the filler is cured, the cable can be routed to the center position of the through hole, and the cable centroid and the design centroid can be matched. Moreover, since the PC steel wires do not come into contact with each other even when abdominal pressure due to tension acts on the cable, the fretting phenomenon can be prevented. Further, since the sheath and the synthetic resin coating can be prevented from being crushed, the fatigue strength of the cable can be increased, and the deterioration of the rust prevention effect can be prevented. Moreover, since the existing external cable can be removed for each internal intubation, the external cable can be easily replaced. Moreover, since the PC steel wire was penetrated and wired in the intubation tube into which only one PC steel wire can be inserted, the PC steel wires can be exchanged one by one. Moreover, since the cross-sectional defect | deletion of a deflection | deviation part can be supplemented with the filler with which the internal intubation was filled, the fall of the intensity | strength of a deflection | deviation part can be prevented. Moreover, the cover body which covered the opening part of the both sides of an intubation plays a role as a spacer which ensures the arrangement | sequence of PC steel wire. Further, the through hole is protected by an external insertion tube fitted into the inner surface of the through hole.

以下、本願発明の偏向部におけるケーブルの配線方法(以下配線方法という)の実施の形態について図面に基づいて説明する。ここにおいてケーブルとは、PC桁橋の外ケーブルや斜張橋の斜張ケーブルなどであり(以下外ケーブルという)、PC桁橋や斜張橋などの偏向部にそれぞれ使用されるが、本実施の形態においてはPC桁橋の偏向部に配線される外ケーブルについて説明する。また各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。   Embodiments of a cable wiring method (hereinafter referred to as a wiring method) in the deflection unit of the present invention will be described below with reference to the drawings. In this case, the cable is an external cable of a PC girder bridge or a cable stayed cable of a cable-stayed bridge (hereinafter referred to as an outer cable), and is used for a deflection part such as a PC girder bridge or a cable-stayed bridge. In the embodiment, the outer cable wired to the deflection part of the PC girder bridge will be described. In the embodiments, the same components are described with the same reference numerals, and only different components are described with different reference numerals.

図1は第1の実施の形態の配線方法を示したものであり、この配線方法は、外ケーブル1の緊張力を偏心荷重(吊り上げ荷重)に変換するために、図1の(1)に示すように、外ケーブル1がPC桁橋2の横桁3における偏向部4の貫通孔5に挿入されている。   FIG. 1 shows a wiring method according to the first embodiment. This wiring method is shown in (1) of FIG. 1 in order to convert the tension of the outer cable 1 into an eccentric load (lifting load). As shown, the outer cable 1 is inserted into the through hole 5 of the deflecting portion 4 in the cross beam 3 of the PC girder bridge 2.

この配線方法に使用される外ケーブル1は、例えば7本のPC鋼線6が一本に束ねられて構成され、各PC鋼線6は、図2の(2)に示すように、芯線7の外周に複数の側線8が撚った状態で巻き付けられたPC鋼撚線10であり、これらの芯線7と側線8との外周には合成樹脂被膜(以下被膜という)9が施されている。そして、このPC鋼線6の貫通孔5における部分にはシース11が被覆され、該シース11内に防錆潤滑材11aが充填されてアンボンドになっている。なお、上記の外ケーブル1は7本のPC鋼線6に限らず、これ以上またはこれ以下のPC鋼線6で構成することもできる。   The outer cable 1 used in this wiring method is configured by, for example, seven PC steel wires 6 being bundled into one, and each PC steel wire 6 has a core wire 7 as shown in (2) of FIG. PC steel stranded wire 10 is wound in a state where a plurality of side wires 8 are twisted around the outer periphery of the wire, and a synthetic resin coating (hereinafter referred to as a coating) 9 is applied to the outer periphery of the core wire 7 and the side wire 8. . A portion of the PC steel wire 6 in the through hole 5 is covered with a sheath 11, and the sheath 11 is filled with a rust preventive lubricant 11a to be unbonded. The outer cable 1 is not limited to the seven PC steel wires 6, but can be composed of more or less PC steel wires 6.

また、このPC鋼線6は上記のように芯線7と側線8の外周に被膜9が施されたPC鋼撚線10に限らず、同図の(3)および(4)に示すように、芯線7と側線8に被膜9が施されずにシース11のみが被覆(貫通孔における部分)されたPC鋼撚線12、およびPC鋼撚線13の外周に被膜9が施され、かつシース11で被覆(貫通孔における部分)されたものも含まれる。   Further, the PC steel wire 6 is not limited to the PC steel stranded wire 10 having the coating 9 applied to the outer periphery of the core wire 7 and the side wire 8 as described above, but as shown in (3) and (4) of FIG. The core 9 and the side wires 8 are not coated with the coating 9, but only the sheath 11 is coated (parts in the through holes), and the coating 9 is coated on the outer periphery of the PC steel stranded wire 13, and the sheath 11 Also covered with (coated in the through hole).

この配線方法は、まず、図1の(2)に示すように、PC鋼線6を偏向部4の貫通孔5に挿入し、該貫通孔5にシース11が被覆された部分を位置させる。この貫通孔5に配線された部分はスペーサ(図示せず)によって互いに接触しない間隔が保持される。よって、7本のPC鋼線6が貫通孔5において等間隔で配線されている。   In this wiring method, first, as shown in FIG. 1 (2), the PC steel wire 6 is inserted into the through hole 5 of the deflecting portion 4, and the portion of the through hole 5 covered with the sheath 11 is positioned. Spaces where the portions wired in the through holes 5 do not contact each other are maintained by spacers (not shown). Therefore, seven PC steel wires 6 are wired in the through holes 5 at equal intervals.

このようにPC鋼線6を貫通孔5に等間隔ごとに配線した後、この貫通孔5にセメントペースト、モルタル、樹脂などの充填材14をグラウトポンプで圧入すると、これが各PC鋼線6間に充填されて、これらの間隔が保持された状態、すなわち互いに接触しないようになる。そして、この充填材14が硬化すると、各PC鋼線6が貫通孔5の中心位置に固定されるとともに、ケーブルの図心と設計図心とが一致した配線になる。   After the PC steel wires 6 are wired to the through holes 5 at equal intervals in this way, a filler 14 such as cement paste, mortar, or resin is press-fitted into the through holes 5 with a grout pump. So that these intervals are maintained, that is, they do not come into contact with each other. And when this filler 14 hardens | cures, while each PC steel wire 6 is fixed to the center position of the through-hole 5, it becomes the wiring where the centroid of the cable and the design centroid correspond.

次に、PC鋼線6を所定の力で緊張し、この緊張力を偏心荷重(吊り上げ荷重)に変換する。このPC鋼線6は貫通孔5内においてアンボンドになっているため、所定の力で緊張することができるようになっている。このように充填材14が硬化した後にPC鋼線6を緊張すると、貫通孔5内におけるPC鋼線6は互いに接触しないため、または一方側へ偏重しないためにフレッチング現象の発生を防ぐことができる。   Next, the PC steel wire 6 is tensioned with a predetermined force, and this tension force is converted into an eccentric load (lifting load). Since this PC steel wire 6 is unbonded in the through hole 5, it can be tensioned with a predetermined force. When the PC steel wire 6 is tensioned after the filler 14 is cured in this way, the PC steel wires 6 in the through holes 5 do not contact each other or are not biased to one side, so that the occurrence of fretting phenomenon can be prevented. .

図3は第2の実施の形態の配線方法を示したものである。これは貫通孔5に設置した内挿管15にPC鋼線6を配線して充填材14を充填したものである。まず、PC鋼線6を貫通孔5に配線する前に、この貫通孔5に内挿管15を設置する。この内挿管15の両端部には蓋体16が設置され、この蓋体16にはPC鋼線6を挿入する孔17が7つ開口されている。そして、この孔17にPC鋼線6を挿入すると、両側の蓋体16がスペーサの働きをして、内挿管15内におけるPC鋼線6の間隔を等間隔ごとに保持する。このように二つの蓋体(スペーサ)16はPC鋼線6を互いに接触させない機能を果たすとともに、充填材14の漏れを防ぐ機能も果たす。   FIG. 3 shows a wiring method according to the second embodiment. In this case, a PC steel wire 6 is wired in an intubation tube 15 installed in the through hole 5 and filled with a filler 14. First, before the PC steel wire 6 is wired to the through hole 5, the inner tube 15 is installed in the through hole 5. Lids 16 are installed at both ends of the inner tube 15, and seven holes 17 into which the PC steel wires 6 are inserted are opened in the lid 16. When the PC steel wire 6 is inserted into the hole 17, the lids 16 on both sides act as spacers, and the intervals between the PC steel wires 6 in the inner intubation 15 are maintained at regular intervals. Thus, the two lids (spacers) 16 function not to bring the PC steel wires 6 into contact with each other, and also function to prevent the filler 14 from leaking.

次に、充填材14を内挿管15に上記と同じ方法で充填すると、これが各PC鋼線6間に充填される。そして、この充填材14が硬化すると、各PC鋼線6が内挿管15の中心位置に固定されるとともに、ケーブルの図心と設計図心とが一致した配線になる。そして、PC鋼線6を上記と同じ方法で緊張すると、内挿管15内におけるPC鋼線6が互いに接触しないため、または一方側へ偏重しないためにフレッチング現象の発生を防ぐことができる。このように外ケーブル1を内挿管15に配線すると、外ケーブル1を交換するときに、内挿管15ごとに貫通孔5から撤去することができるので、外ケーブル1が簡単に交換できる。   Next, when the filling material 14 is filled into the inner tube 15 by the same method as described above, this is filled between the PC steel wires 6. And when this filler 14 hardens | cures, while each PC steel wire 6 is fixed to the center position of the intubation tube 15, it becomes the wiring in which the centroid of the cable and the design centroid correspond. When the PC steel wire 6 is tensioned in the same manner as described above, the fretting phenomenon can be prevented because the PC steel wires 6 in the inner cannula 15 do not contact each other or are not biased to one side. When the outer cable 1 is wired to the inner intubation 15 as described above, the outer cable 1 can be easily replaced because the inner intubation 15 can be removed from the through hole 5 when the outer cable 1 is replaced.

また図4は第3の実施の形態の配線方法を示したものである。これは貫通孔5に、内挿管15を挿入する前に外挿管18を設置したものであり、これ以外は第2の実施の形態と同じ構成である。この外挿管18により貫通孔5および内挿管15を保護することができるとともに、外ケーブル1を交換する際に内挿管15も簡単に撤去することができる。   FIG. 4 shows a wiring method according to the third embodiment. This is one in which an outer tube 18 is installed in the through hole 5 before inserting the inner tube 15, and the other configuration is the same as that of the second embodiment. The outer insertion tube 18 can protect the through-hole 5 and the inner insertion tube 15, and the inner insertion tube 15 can be easily removed when the outer cable 1 is replaced.

また図5および図6は、第4の実施の形態の配線方法を示したものである。これは貫通孔5に、一本のPC鋼線6のみが挿入可能な内挿管19を7本設置し、これらの内挿管19ごとにPC鋼線6を貫通・配線して充填材14を充填するものである。この内挿管19は、両端部が蓋体の孔17の周囲に当接されて蓋体16間に設置され、この蓋体16がスペーサになって内挿管19を等間隔ごとに保持している。なお、上記の内挿管19は7本に限らず、これ以上またはこれ以下の本数設置することができる。   5 and 6 show the wiring method of the fourth embodiment. In this case, seven internal pipes 19 into which only one PC steel wire 6 can be inserted are installed in the through-hole 5, and the filler 14 is filled by penetrating and wiring the PC steel wire 6 for each of these internal pipes 19. To do. The both ends of the inner tube 19 are in contact with the periphery of the hole 17 of the lid body and are installed between the lid bodies 16. The lid body 16 serves as a spacer and holds the inner tube 19 at regular intervals. . In addition, the number of the above-mentioned intubation tubes 19 is not limited to seven, and more or less can be installed.

そして、各内挿管19に一本ずつPC鋼線6を挿入すると、各PC鋼線6が貫通孔5の中心位置に固定されるとともに、ケーブルの図心と設計図心とが一致した配線になる。次に、各内挿管19ごとに上記と同じ方法で充填材14を充填し、この充填材14が硬化した後に、これらのPC鋼線6を緊張すると、内挿管19内におけるPC鋼線6は互いに接触しないため、または一方側へ偏重しないためにフレッチング現象の発生を防ぐことができる。この場合、内挿管19ごとにPC鋼線6を撤去することができるので、PC鋼線6を1本ずつ交換することができる。また各内挿管19は互いに接触させないで設置することもでき(図示せず)、この場合は内挿管19ごとの交換がさらに簡単にできる。   When one PC steel wire 6 is inserted into each intubation tube 19, each PC steel wire 6 is fixed at the center position of the through hole 5, and the cable centroid and the design centroid coincide with each other. Become. Next, when each filler tube 14 is filled with the filler 14 in the same manner as described above, and after the filler material 14 is cured, these PC steel wires 6 are tensioned. The occurrence of fretting can be prevented because they do not contact each other or are not biased to one side. In this case, since the PC steel wire 6 can be removed for each internal intubation 19, the PC steel wires 6 can be replaced one by one. In addition, the internal intubation 19 can be installed without being in contact with each other (not shown), and in this case, replacement of the internal intubation 19 can be further simplified.

また図7および図8は、第5の実施の形態の配線方法を示したものである。これは上記と同様に貫通孔5に、内挿管19を挿入する前に外挿管18を設置したものであり、これ以外は第4の実施の形態と同じ構成である。この外挿管18により貫通孔5および内挿管19を保護することができる。   7 and 8 show a wiring method according to the fifth embodiment. In the same manner as described above, the outer insertion tube 18 is installed in the through hole 5 before the inner insertion tube 19 is inserted. The through hole 5 and the inner intubation 19 can be protected by the outer intubation 18.

なお、本実施の形態においてはPC桁橋2の偏向部4に配線される外ケーブル1について説明したが、これは斜張ケーブルの偏向部においても同じ方法で配線することができる。
また、本発明の趣旨に基づいて種々の橋梁、建物の偏向部においても適用できるものであり、これらを本発明の範囲から排除するものではない。
In the present embodiment, the outer cable 1 wired to the deflecting portion 4 of the PC girder bridge 2 has been described. However, this can also be wired by the same method also in the deflecting portion of the cable stayed cable.
Further, the present invention can be applied to various bridges and deflecting portions of buildings based on the spirit of the present invention, and these are not excluded from the scope of the present invention.

また上記実施例は構造物として、コンクリート構造物であるPC桁橋2を用いて説明したが、これはコンクリート構造物に限らず、鉄骨構造物やその他の構造物の偏向部におけるケーブルの配線にも適用することができる。   Moreover, although the said Example demonstrated using the PC girder bridge 2 which is a concrete structure as a structure, this is not restricted to a concrete structure, It is used for the wiring of the cable in the deflection | deviation part of a steel structure structure and other structures. Can also be applied.

(1)は偏向部を示すPC桁橋の斜視図、(2)は外ケーブルを挿入した偏向部の断面図である。(1) is a perspective view of a PC girder bridge showing a deflection unit, and (2) is a cross-sectional view of the deflection unit with an external cable inserted. (1)は図1の(2)のA−A線断面図、(2)〜(4)はPC鋼線の断面図である。(1) is an AA line sectional view of (2) of Drawing 1, (2)-(4) is a sectional view of PC steel wire. 第2の実施の形態の配線方法を示したものであり、(1)は外ケーブルを挿入した偏向部の断面図、(2)は(1)のB−B線断面図である。The wiring method of 2nd Embodiment is shown, (1) is sectional drawing of the deflection | deviation part which inserted the external cable, (2) is BB sectional drawing of (1). 第3の実施の形態の配線方法を示したものであり、(1)は外ケーブルを挿入した偏向部の断面図、(2)は(1)のC−C線断面図である。The wiring method of 3rd Embodiment is shown, (1) is sectional drawing of the deflection | deviation part which inserted the external cable, (2) is CC sectional view taken on the line of (1). 第4の実施の形態の配線方法を示したものであり、(1)は外ケーブルを挿入した偏向部の断面図、(2)は偏向部の拡大断面図である。The wiring method of 4th Embodiment is shown, (1) is sectional drawing of the deflection | deviation part which inserted the external cable, (2) is an expanded sectional view of a deflection | deviation part. (1)は図5の(1)のD−D線断面図、(2)はケーブルの拡大断面図である。(1) is the DD sectional view taken on the line of (1) of FIG. 5, (2) is an expanded sectional view of a cable. 第5の実施の形態の配線方法を示したものであり、(1)は外ケーブルを挿入した偏向部の断面図、(2)は偏向部の拡大断面図である。The wiring method of 5th Embodiment is shown, (1) is sectional drawing of the deflection | deviation part which inserted the external cable, (2) is an expanded sectional view of a deflection | deviation part. (1)は図7の(1)のE−E線断面図、(2)はケーブルの拡大断面図である。(1) is the EE sectional view taken on the line of (1) of FIG. 7, (2) is an expanded sectional view of a cable. 従来の配線方法を示したPC桁橋の斜視図である。It is a perspective view of a PC girder bridge showing a conventional wiring method. (1)は従来の配線方法における偏向部の断面図、(2)は(1)のF−F線断面図である。(1) is sectional drawing of the deflection | deviation part in the conventional wiring method, (2) is FF sectional view taken on the line of (1). (1)は従来の配線方法における偏向部の断面図、(2)は(1)のG−G線断面図である。(1) is sectional drawing of the deflection | deviation part in the conventional wiring method, (2) is GG sectional view taken on the line of (1).

符号の説明Explanation of symbols

1、20 外ケーブル
2、21 PC桁橋
3 横桁
4、22 偏向部
5、23 貫通孔
6、25 PC鋼線
7 芯線
8 側線
9 被膜
10、12、13 PC鋼撚線
11、27 シース
11a 防錆潤滑材
14、24 充填材
15、19 内挿管
16 蓋体
17 孔
18 外挿管
26 孔壁
DESCRIPTION OF SYMBOLS 1,20 Outer cable 2,21 PC girder bridge 3 Horizontal girder 4,22 Deflection part 5,23 Through hole 6,25 PC steel wire 7 Core wire 8 Side wire 9 Coating 10, 12, 13 PC steel twisted wire 11, 27 Sheath 11a Antirust Lubricant 14, 24 Filler 15, 19 Inner Intubation 16 Lid 17 Hole 18 External Intubation 26 Hole Wall

Claims (2)

構造物の外面に配設されるケーブルを偏向させる偏向部の貫通孔に、一本のPC鋼線のみが挿入可能な内挿管を複数設置し、これらの内挿管ごとに、シースで被覆されたPC鋼線を貫通・配線した後、各内挿管ごとに充填材を充填し、該充填材が硬化した後に各PC鋼線を緊張することを特徴とする偏向部におけるケーブルの配線方法。   A plurality of intubation tubes into which only one PC steel wire can be inserted are installed in the through holes of the deflecting portion for deflecting the cables disposed on the outer surface of the structure, and each of these intubation tubes is covered with a sheath. A cable wiring method in a deflecting section, wherein a PC steel wire is penetrated and wired, a filler is filled for each internal intubation, and each PC steel wire is tensioned after the filler is cured. PC鋼線が配線される前または内挿管が設置される前に、貫通孔内に外挿管を嵌め込む
ことを特徴とする請求項に記載の偏向部におけるケーブルの配線方法。
Before before or inner intubation PC steel wires are wired is placed, the cable of a wiring in the deflection unit according to claim 1, wherein the fitting the outer cannula into the through hole.
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