JPH0380204B2 - - Google Patents

Info

Publication number
JPH0380204B2
JPH0380204B2 JP18853587A JP18853587A JPH0380204B2 JP H0380204 B2 JPH0380204 B2 JP H0380204B2 JP 18853587 A JP18853587 A JP 18853587A JP 18853587 A JP18853587 A JP 18853587A JP H0380204 B2 JPH0380204 B2 JP H0380204B2
Authority
JP
Japan
Prior art keywords
tower
members
cable
diagonal
opposite side
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.)
Expired
Application number
JP18853587A
Other languages
Japanese (ja)
Other versions
JPS6433302A (en
Inventor
Kunimitsu Yamada
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SUTORONGU HOORUDO INTAANASHONARU JAPAN KK
Original Assignee
SUTORONGU HOORUDO INTAANASHONARU JAPAN KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SUTORONGU HOORUDO INTAANASHONARU JAPAN KK filed Critical SUTORONGU HOORUDO INTAANASHONARU JAPAN KK
Priority to JP18853587A priority Critical patent/JPS6433302A/en
Publication of JPS6433302A publication Critical patent/JPS6433302A/en
Publication of JPH0380204B2 publication Critical patent/JPH0380204B2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は斜材を美観よく張ることが可能な斜
張橋の斜材配設方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for arranging stay members for a cable-stayed bridge, which allows the stay members to be installed with good appearance.

〔この発明が解決すべき問題点〕[Problems to be solved by this invention]

立設した塔から左右に斜材を張出し、この斜材
によつて橋桁を吊り上げる斜張橋が開発されてい
る。この斜張橋において斜材を張出すには、斜材
の端部を塔内に貫通させて反対側にて定着する方
法が広く採用されている。
Cable-stayed bridges have been developed in which diagonal members are extended to the left and right from an erected tower, and the bridge girder is lifted up by these diagonal members. In order to extend the stay members in this cable-stayed bridge, a method is widely adopted in which the ends of the stay members are passed through the tower and fixed on the opposite side.

このような方法であると第6図に示すように、
塔a内にて左右に張出した斜材b,bがぶつかり
合わぬように上下にズラして通す必要が生じ、斜
張橋全体の外観としては、塔aから斜材bが左右
に対称に張り出ないことになる。つまり斜張橋は
塔aの左右がアンバランスな印象を与え外観が良
くないものとなつていた。
With this method, as shown in Figure 6,
It becomes necessary to shift the stay members b and b that extend left and right inside tower a vertically so that they do not collide with each other, and the overall appearance of the cable-stayed bridge is that the stay members b are symmetrical from tower a to left and right. It will not stick out. In other words, the cable-stayed bridge gave the impression that the left and right sides of tower a were unbalanced, and the appearance was not good.

この発明は外観体裁の良好な斜張橋の斜材配設
方法を提供することを目的とする。
An object of the present invention is to provide a method for arranging cable members for a cable-stayed bridge with a good external appearance.

〔問題点を解決するための手段〕[Means for solving problems]

この発明にかかる斜張橋の斜材配設方法は塔の
一方側に張出す斜材の複数のPC材を塔内にてふ
たつに分け、塔の反対側まで貫通させて定着し、
塔の他方側に張出す斜材の複数のPC材を前記ふ
たつに分けたPC材の間を通して反対側に貫通し
て定着するものである。
The method for installing cable members in a cable-stayed bridge according to the present invention is to divide a plurality of PC members of the cable members extending from one side of the tower into two parts within the tower, penetrate the tower to the opposite side, and fix the cable members.
A plurality of PC materials of the diagonal members extending to the other side of the tower are passed between the two divided PC materials and penetrated to the opposite side to be fixed.

〔実施例〕〔Example〕

以下、図に示す一実施例に基づき、この発明を
詳細に説明する。
Hereinafter, the present invention will be explained in detail based on an embodiment shown in the drawings.

第2図に示すのはこの発明にかかる斜材配設方
法を実施した斜張橋の正面図であり、垂直に立設
した塔1の左右に対称に斜材2を張出し、この斜
材2によつて橋桁3を吊り上げている。
What is shown in FIG. 2 is a front view of a cable-stayed bridge in which the stay arrangement method according to the present invention is implemented. Bridge girder 3 is being lifted up by the

斜材2の端部は塔1内を貫通して反対側に定着
してあるが、左右に張出す斜材2のうち一方側の
斜材2の複数のPC材4がふたつに分けられて反
対側にて定着されている。塔1内には第4図に示
すように二叉状に分かれた挿通パイプ5が配設さ
れ、この挿通パイプ5の各端部にはソケツト6が
取付けられている。この挿通パイプ5を通してふ
たつに分けられたPC材4がくさび7によつてア
ンカーヘツド8に固定されている。挿通パイプ5
の内壁にはテフロン材等の減摩材9を間に挾んで
二枚の鋼板10,10が摺接されており、この鋼
板10によつてPC材4の滑りを確保している。
(第5図)挿通パイプ5とソケツト6内にはオイ
ル、又は防錆効果のある充填材が充填されてい
る。
The ends of the diagonal members 2 pass through the inside of the tower 1 and are fixed on the opposite side, but the plurality of PC materials 4 of the diagonal members 2 on one side of the diagonal members 2 extending left and right are divided into two. It is fixed on the opposite side. Inside the tower 1, as shown in FIG. 4, an insertion pipe 5 divided into two forks is provided, and a socket 6 is attached to each end of the insertion pipe 5. The PC material 4, which is divided into two parts, is fixed to the anchor head 8 by a wedge 7 through this insertion pipe 5. Insertion pipe 5
Two steel plates 10, 10 are slidably connected to the inner wall of the PC member 4 with an anti-friction material 9 such as Teflon material in between, and the steel plate 10 ensures the sliding of the PC material 4.
(FIG. 5) The insertion pipe 5 and the socket 6 are filled with oil or a filler having a rust-preventing effect.

塔1の他方側から貫通する斜材2は、前記ふた
つに分けた斜材2のPC材4の間を通して反対側
に貫通してある。すなわち円筒状の挿通パイプ1
1が前記二又状の挿通パイプ5の間を抜けて斜め
に交差するよう配設されている。この挿通パイプ
11内を通した斜材2のPC材4が反対側まで貫
通してアンカーヘツド8にくさび7によつて固定
されている。
The diagonal member 2 penetrating the tower 1 from the other side passes between the PC members 4 of the diagonal member 2 divided into two parts and penetrates to the opposite side. That is, a cylindrical insertion pipe 1
1 are disposed so as to pass through between the forked insertion pipes 5 and intersect diagonally. The PC material 4 of the diagonal member 2 passed through the insertion pipe 11 passes through to the opposite side and is fixed to the anchor head 8 by a wedge 7.

〔発明の効果〕〔Effect of the invention〕

この発明は以上のような構成を有し、塔の一方
側に張出す斜材は、PC材を塔内にてふたつに分
け、塔の反対側まで貫通させて定着し、塔の他方
側に張出す斜材の複数のPC材を前記ふたつに分
けたPC材の間を通して反対側に貫通して定着し
たため、塔内にてPC材がぶつからず同じ高さで
交差させることができ、塔の両側から同じ高さで
左右に斜材を張出すことができる。従つて斜張橋
の全体の外観は、塔の左右に対称に斜材が張出る
こととなり、外観体裁は良好となる。
This invention has the above-mentioned configuration, and the diagonal material extending to one side of the tower is divided into two pieces of PC material in the tower, penetrated to the opposite side of the tower and fixed, and then attached to the other side of the tower. Since the multiple PC materials of the overhanging diagonal members were passed between the two divided PC materials and penetrated to the opposite side and fixed, the PC materials could be crossed at the same height without colliding in the tower, and the tower Diagonals can be extended from both sides at the same height. Therefore, the overall appearance of the cable-stayed bridge is such that the cable members protrude symmetrically to the left and right sides of the tower, resulting in a good external appearance.

【図面の簡単な説明】[Brief explanation of drawings]

第1図はこの発明による斜材配設方法による緊
張部の説明図、第2図はこの発明を実施した斜張
橋の正面図、第3図は第2図の部拡大断面図、
第4図は第3図の−線断面図、第5図は第4
図の−線断面図、第6図は従来の斜張橋の正
面図である。 1……塔、2……斜材、3……橋桁、4……
PC材、5……挿通パイプ、6……ソケツト、7
……くさび、8……アンカーヘツド、9……減摩
材、10……鋼板、11……挿通パイプ。
FIG. 1 is an explanatory diagram of a tension section according to the diagonal member arrangement method according to the present invention, FIG. 2 is a front view of a cable-stayed bridge in which the present invention is implemented, and FIG. 3 is an enlarged sectional view of a portion of FIG. 2.
Figure 4 is a sectional view taken along the - line in Figure 3, and Figure 5 is a cross-sectional view of Figure 4.
6 is a front view of a conventional cable-stayed bridge. 1... Tower, 2... Diagonal beam, 3... Bridge girder, 4...
PC material, 5... Insertion pipe, 6... Socket, 7
... wedge, 8 ... anchor head, 9 ... anti-friction material, 10 ... steel plate, 11 ... insertion pipe.

Claims (1)

【特許請求の範囲】 1 塔の左右に斜材を張出し、この斜材によつて
橋桁を吊り上げる斜張橋において、 塔の一方側に張出す斜材の複数のPC材を塔内
にてふたつに分け、塔の反対側まで貫通させて定
着し、塔の他方側に張出す斜材の複数のPC材を
前記ふたつに分けたPC材の間を通して反対側に
貫通して定着することを特徴とする斜張橋の斜材
配設方法。
[Claims] 1. In a cable-stayed bridge in which diagonal members are extended on the left and right sides of a tower and a bridge girder is lifted by these diagonal members, a plurality of PC members of the diagonal members that extend on one side of the tower are installed in two within the tower. The PC material is divided into two parts, penetrated to the opposite side of the tower and fixed, and the plurality of PC materials of the diagonal material extending to the other side of the tower are passed between the two divided PC materials and penetrated to the opposite side and fixed. A method for installing cable members in a cable-stayed bridge.
JP18853587A 1987-07-28 1987-07-28 Arrangement of oblique material of oblique tension bridge Granted JPS6433302A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18853587A JPS6433302A (en) 1987-07-28 1987-07-28 Arrangement of oblique material of oblique tension bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18853587A JPS6433302A (en) 1987-07-28 1987-07-28 Arrangement of oblique material of oblique tension bridge

Publications (2)

Publication Number Publication Date
JPS6433302A JPS6433302A (en) 1989-02-03
JPH0380204B2 true JPH0380204B2 (en) 1991-12-24

Family

ID=16225404

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18853587A Granted JPS6433302A (en) 1987-07-28 1987-07-28 Arrangement of oblique material of oblique tension bridge

Country Status (1)

Country Link
JP (1) JPS6433302A (en)

Also Published As

Publication number Publication date
JPS6433302A (en) 1989-02-03

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