JPH1018224A - Mounting device for protection pipe of cable stayed bridge - Google Patents

Mounting device for protection pipe of cable stayed bridge

Info

Publication number
JPH1018224A
JPH1018224A JP17635296A JP17635296A JPH1018224A JP H1018224 A JPH1018224 A JP H1018224A JP 17635296 A JP17635296 A JP 17635296A JP 17635296 A JP17635296 A JP 17635296A JP H1018224 A JPH1018224 A JP H1018224A
Authority
JP
Japan
Prior art keywords
adjusting device
bridge
protection tube
angle
bridge axis
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
Application number
JP17635296A
Other languages
Japanese (ja)
Other versions
JP3081908B2 (en
Inventor
Shuzo Nishida
修三 西田
Kazuaki Tokimoto
和明 時本
Nobuhide Sano
演秀 佐野
Yukimitsu Mishina
行充 三品
Eitaro Imai
栄太郎 今井
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP08176352A priority Critical patent/JP3081908B2/en
Publication of JPH1018224A publication Critical patent/JPH1018224A/en
Application granted granted Critical
Publication of JP3081908B2 publication Critical patent/JP3081908B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a mounting device which is capable of mechanically and independently fixing each position in a mounting plane, such as the horizontal level and vertical angle of a protection pipe and its directional property under control with the axis of a bridge and reducing labor and time required for mounting adjustment and enhancing mounting accuracy as well. SOLUTION: A second rack 15 is mounted on a first rack 12 which is fixed with a skeleton by way of an elevation adjusting device 6 so that it may move vertically freely while a third rack 16 is mounted on the second rack 15 at right angles with the axis of the bridge by way of a bride axis normal direction control device 7 and a horizontal angle adjusting device 8 slidingly and turnably in the horizontal direction. A protection pipe bearing base 21 is mounted on the third rack 16 by way of the vertical angle adjusting device 9 turnably in the vertical direction while it is mounted movably in the bridge axis direction by way of abridge direction adjusting device.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、斜張橋の斜材であ
る例えばPC鋼棒などを橋体に固定するための保護管の
取付装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a protective tube mounting device for fixing a diagonal member of a cable-stayed bridge, for example, a PC steel rod to a bridge body.

【0002】[0002]

【従来の技術】例えば斜張橋は、図5に示すように橋の
主桁部1と主塔部2との間に複数の斜材3を張設し、こ
の斜材3で橋桁を吊支するものであり、斜材3にはPC
鋼棒などが使用される。
2. Description of the Related Art For example, in a cable-stayed bridge, a plurality of diagonal members 3 are stretched between a main girder part 1 and a main tower part 2 of the bridge as shown in FIG. It supports, and the diagonal 3
A steel bar or the like is used.

【0003】このPC鋼棒などによる斜材3は躯体側で
ある主桁部1と主塔部2との間に所定の角度、位置で張
設されるものであるが、斜材3の端部は図8に示すよう
な保護管4内に挿入されて図6、図7に示すように主桁
部1や主塔部2に固定される。
[0003] The diagonal member 3 made of a PC steel rod or the like is stretched at a predetermined angle and position between the main girder 1 and the main tower 2 on the skeleton side. The part is inserted into a protection tube 4 as shown in FIG. 8 and fixed to the main girder 1 and the main tower 2 as shown in FIGS.

【0004】この場合、保護管4は取付けの角度や位置
を所定の値に調整する必要があるが、その方法として従
来は保護管4を設置すべき位置を既に構築が終了してい
る部分の主桁部1や主塔部2の躯体上に墨出しし、その
墨の位置まで手動またはレバーブロック等の器具を使用
しての人手による作業で保護管4を移動させている。
In this case, it is necessary to adjust the mounting angle and the position of the protective tube 4 to predetermined values. As a method for this, conventionally, the position where the protective tube 4 is to be installed is a portion of a portion which has already been constructed. The protective tube 4 is blacked out on the frame of the main girder 1 and the main tower 2, and the protective tube 4 is moved to the position of the black by hand or manually by using an instrument such as a lever block.

【0005】また、主桁部1側の保護管4については、
既に固定されている主塔部2側の保護管4より、望遠鏡
等により主桁部1側の保護管4を視準し、予め計算され
た主塔部2側の保護管4との相対位置に主桁側1の保護
管4を手動またはレバーブロック等の器具を使用しての
人手による作業で移動し設置している。
[0005] The protective tube 4 on the main girder portion 1 side includes:
The protective tube 4 on the main girder 1 side is collimated by a telescope or the like from the protective tube 4 on the main tower 2 side already fixed, and the relative position with respect to the protective tube 4 on the main tower 2 side calculated in advance. The protective tube 4 on the main girder side 1 is moved and installed manually or manually by using an instrument such as a lever block.

【0006】[0006]

【発明が解決しようとする課題】保護管4の設置につい
ては、水平および鉛直角度、橋軸との方向性、取付高さ
などの取付位置が所定の値の角度、位置で固定されなけ
れはならない。しかし、従来の方法ではこの所定値への
保護管4の取り付けの調整を手動でおこなっているた
め、保護管の各自由度を拘束することが困難で、角度、
取付位置を所定の値に収めるには多大の労力と時間を要
し、また、取付精度も十分なものが期待できなかった。
With respect to the installation of the protection tube 4, the mounting position, such as the horizontal and vertical angles, the directionality with the bridge shaft, the mounting height, etc., must be fixed at a predetermined angle and position. . However, in the conventional method, since the attachment of the protection tube 4 to the predetermined value is manually adjusted, it is difficult to restrain each degree of freedom of the protection tube, and the angle,
A great deal of labor and time are required to keep the mounting position at a predetermined value, and sufficient mounting accuracy cannot be expected.

【0007】本発明の目的は前記従来例の不都合を解消
し、保護管の水平および鉛直角度、橋軸との方向性、取
付高さ等の取付平面内の位置を各々独立して機械的に調
整し固定でき、取付調整に要する労力と時間を軽減で
き、取付精度も向上できる斜張橋の保護管の取付装置を
提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned disadvantages of the prior art, and to independently and mechanically adjust the positions in the mounting plane such as the horizontal and vertical angles of the protective tube, the directionality with the bridge shaft, and the mounting height. An object of the present invention is to provide a protection tube mounting device for a cable-stayed bridge which can be adjusted and fixed, can reduce labor and time required for mounting adjustment, and can improve mounting accuracy.

【0008】[0008]

【課題を解決するための手段】本発明は前記目的を達成
するため、躯体側に固定する第一の架台上に高さ調節装
置を介して第二の架台を上下動自在に取り付け、第二の
架台上に橋軸直角方向調整装置と水平角調整装置とを介
して第三の架台を橋軸直角方向にスライド自在かつ水平
方向に回転自在に取り付け、第三の架台上に保護管支承
台を鉛直角調整装置を介して鉛直方向に回動自在に取り
付けるとともに橋軸方向調整装置を介して橋軸方向に移
動自在に取り付けることを要旨とするものである。
According to the present invention, in order to achieve the above object, a second frame is vertically movably mounted on a first frame fixed to a skeleton side via a height adjusting device. A third mount is slidably mounted in the direction perpendicular to the bridge axis and rotatable in the horizontal direction via a bridge axis perpendicular direction adjuster and a horizontal angle adjuster on the mount of the above, and the protective tube support is mounted on the third mount. Is attached so as to be rotatable in the vertical direction via a vertical angle adjustment device and is attached movably in the bridge axis direction via a bridge axis direction adjustment device.

【0009】また、高さ調整装置は第一の架台に高さ調
整用のアングル材を鉛直に取り付け、該アングル材に長
さ方向に細長孔を設け、該細長孔に上下動自在に挿入し
たボルトで第二の架台をアングル材に固定すること、お
よび、橋軸直角方向調整装置は第二の架台に設けた橋軸
と直角方向で水平方向の細長孔に移動自在に挿入したボ
ルトで第三の架台を第二の架台に固定し、第三の架台に
これを橋軸と直角方向に引っ張るネジ棒を取り付けたこ
と、および、水平角調整装置は第三の架台を第二の架台
に対し水平方向に回転自在に軸着すること、および、鉛
直角調整装置は保護管支承台を第三の架台に対し鉛直方
向に回動自在に軸着すること、および、橋軸方向調整装
置は保護管支承台を橋軸方向に引っ張るネジ棒であるこ
とを要旨とするものである。
In the height adjusting device, an angle member for height adjustment is vertically attached to the first frame, and an elongated hole is provided in the angle member in a length direction, and the angle member is vertically movably inserted into the elongated hole. The second gantry is fixed to the angle member with bolts, and the bridge axis perpendicular direction adjusting device is a bolt movably inserted into a horizontally elongated hole in a direction perpendicular to the bridge axis provided on the second gantry. The third gantry was fixed to the second gantry, and the third gantry was fitted with a threaded rod to pull it in the direction perpendicular to the bridge axis, and the horizontal angle adjustment device changed the third gantry to the second gantry. On the other hand, the shaft is rotatably mounted in the horizontal direction, and the vertical angle adjusting device is such that the protective tube support is rotatably mounted in the vertical direction with respect to the third gantry, and the bridge shaft direction adjusting device is The gist is that it is a threaded rod that pulls the protective tube support in the bridge axis direction. It is.

【0010】さらに、第三の架台と保護管支承台との間
に鉛直角微調整部材を介装することを要旨とするもので
ある。
[0010] Further, a vertical angle fine adjustment member is interposed between the third gantry and the protection tube support.

【0011】請求項1記載の本発明によれば、高さ調節
装置により保護管の取付高さを調整でき、橋軸直角方向
調整装置により保護管を橋軸と直角方向に水平移動し、
また、水平角調整装置で保護管を水平方向で回動するこ
とで保護管を橋軸方向に位置させることができる。そし
て、鉛直角調整装置により保護管を鉛直面内で回転させ
ることにより鉛直方向の設置角度を調整し、橋軸方向調
整装置で保護管を橋軸方向に移動することで所定位置に
設置する。
According to the first aspect of the present invention, the mounting height of the protective tube can be adjusted by the height adjusting device, and the protective tube is horizontally moved in the direction perpendicular to the bridge axis by the bridge axis perpendicular direction adjusting device.
In addition, the protection tube can be positioned in the bridge axis direction by rotating the protection tube in the horizontal direction by the horizontal angle adjusting device. Then, the installation angle in the vertical direction is adjusted by rotating the protection tube in the vertical plane by the vertical angle adjustment device, and the protection tube is installed in a predetermined position by moving the protection tube in the bridge axis direction by the bridge axis direction adjustment device.

【0012】請求項2から請求項6記載の本発明によれ
ば、前記作用に加えて、高さ調整装置、橋軸直角方向調
整装置、水平角調整装置、鉛直角調整装置、橋軸方向調
整装置は、いずれもアングル材やボルト、ネジ棒などの
機械的部材で構成するから、構造が簡単で現場で容易に
組み立て、撤去でき、作業員の誰もが容易に扱える。
According to the present invention as set forth in claims 2 to 6, in addition to the above-mentioned functions, a height adjusting device, a bridge axis perpendicular direction adjusting device, a horizontal angle adjusting device, a vertical angle adjusting device, a bridge axis direction adjusting. Since each device is composed of mechanical members such as angle members, bolts, and screw rods, it has a simple structure, can be easily assembled and removed on site, and can be easily handled by any worker.

【0013】請求項7記載の本発明によれば、前記作用
に加えて、鉛直角微調整部材により保護管支承台を回動
することにより、斜材を張設する斜張橋で特に精度が要
求される鉛直方向の角度を正確に調整できる。
According to the seventh aspect of the present invention, in addition to the above-described operation, by rotating the protective tube support by the vertical angle fine adjustment member, the accuracy is particularly improved in the cable stayed bridge in which the diagonal member is stretched. The required vertical angle can be precisely adjusted.

【0014】[0014]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の斜張橋の保護
管の取付装置の実施の形態を示す正面図、図2は同上側
面図、図は同上平面図で、本発明の保護管の取付装置は
図5に示したような斜張橋の主桁部1と主塔部2とを連
結する斜材3である例えばPC鋼棒などの端部を接続し
た保護管4を主桁部1や主塔部2の所定位置に所定角度
で固定するためのものである。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view showing an embodiment of a protection tube mounting device for a cable-stayed bridge according to the present invention, FIG. 2 is an upper side view thereof, and FIG. The protection pipe 4 which is connected to the end of a steel beam, for example, a PC steel rod, which is a diagonal member 3 for connecting the main girder part 1 and the main tower part 2 of the cable stayed bridge as shown, is connected to the main girder part 1 and the main tower part 2. At a predetermined angle at a predetermined position.

【0015】保護管4は図8に示すように一方の端部に
PC鋼棒などの斜材3が一本ずつ挿入される細管4aを
有し、他方の端部にフランジ4bを備えるもので、この
フランジ4bに後述の橋軸方向調整装置が取りつく孔4
cが適宜間隔で複数設けてある。
As shown in FIG. 8, the protective tube 4 has a thin tube 4a at one end into which a diagonal member 3 such as a PC steel bar is inserted one by one, and a flange 4b at the other end. A hole 4 in which a bridge axis direction adjusting device described later is attached to the flange 4b.
A plurality of “c” s are provided at appropriate intervals.

【0016】本発明の保護管の取付装置5は、高さ調整
装置6、橋軸直角方向調整装置7、水平角調整装置8、
鉛直角調整装置9、橋軸方向調整装置10および鉛直角微
調整部材11を備えるものであり、図中12は既に構築が終
了している部分である、例えば主桁部1側の躯体である
既設ブロック1aに固定する第一の架台を示し、この第
一の架台12は既設ブロック1a端に予め設置しておいた
アンカーにボルトで固定されるもので、既設ブロック1
a端から間隔を存して平行かつ水平に突出する2本のア
ングル材12aを有する。
The protection tube mounting device 5 of the present invention includes a height adjustment device 6, a bridge axis perpendicular direction adjustment device 7, a horizontal angle adjustment device 8,
It is provided with a vertical angle adjusting device 9, a bridge axis direction adjusting device 10, and a vertical angle fine adjusting member 11, and 12 in the figure is a portion that has already been constructed, for example, a frame on the main girder portion 1 side. 1 shows a first frame fixed to an existing block 1a. The first frame 12 is fixed to an anchor previously set at an end of the existing block 1a with bolts.
It has two angle members 12a projecting in parallel and horizontally at an interval from the end a.

【0017】この第一の架台12の先端に高さ調整装置6
を設ける。高さ調整装置6は第一の架台を構成する前記
2本のアングル材12aにアングル材6aを鉛直にして固
定するもので、アングル材6aに長さ方向に細長孔13を
設け、該細長孔13に上下動自在に挿入したボルト14で第
二の架台15をアングル材6aに上下動自在に組み合わせ
る。
The height adjusting device 6 is attached to the tip of the first base 12.
Is provided. The height adjusting device 6 is for vertically fixing the angle member 6a to the two angle members 12a constituting the first gantry. The angle member 6a is provided with an elongated hole 13 in the length direction. The second pedestal 15 is combined with the angle member 6a so as to be able to move up and down with the bolts 14 inserted into the angle member 13 so as to move up and down.

【0018】第二の架台15もアングル材で構成し、アン
グル材6aに対して水平、すなわち直交する方向に組み
合わさるもので、両端部の鉛直面に水平方向の細長孔15
aを設け、この細長孔15aがアングル材6aの細長孔13
に重なり、この位置でボルト14によりアングル材6aに
対して第二の架台15が固定される。
The second base 15 is also made of an angle material, and is combined with the angle material 6a in a direction that is horizontal, that is, in a direction orthogonal to the angle material 6a.
a, and the elongated hole 15a is formed in the elongated hole 13 of the angle material 6a.
At this position, the second base 15 is fixed to the angle member 6a by the bolt 14.

【0019】橋軸直角方向調整装置7は第二の架台15の
水平面に橋軸と直角方向で水平方向の細長孔15bを設
け、第三の架台16の一部を構成する水平板16aを第二の
架台15上に水平方向で橋軸と直交する方向にスライド自
在に載置し、前記細長孔15bに挿入したボルト17で水平
板16aを第二の架台15に固定する。
The bridge axis perpendicular direction adjusting device 7 is provided with an elongated hole 15b in the horizontal direction perpendicular to the bridge axis in the horizontal plane of the second gantry 15, and the horizontal plate 16a forming a part of the third gantry 16 is The horizontal plate 16a is slidably mounted on the second gantry 15 in the horizontal direction orthogonal to the bridge axis, and the horizontal plate 16a is fixed to the second gantry 15 with bolts 17 inserted into the elongated holes 15b.

【0020】そして、橋軸と直角方向で水平方向に向け
て水平板16に組み合わせるネジ棒19の先端を水平板16a
の端部に固定し、途中を第二の架台15の端部に取り付け
たナット18に螺合する。
Then, the tip of the screw rod 19 to be combined with the horizontal plate 16 in the horizontal direction at right angles to the bridge axis is connected to the horizontal plate 16a.
, And screwed halfway into a nut 18 attached to the end of the second gantry 15.

【0021】水平角調整装置8は第三の架台16の他の一
部を構成する部材として水平板16a上に円盤状板16bを
ボルト20で水平方向に回動自在に取り付けた。
The horizontal angle adjusting device 8 has a disk-shaped plate 16b mounted on a horizontal plate 16a as a member constituting another part of the third gantry 16 so as to be rotatable in the horizontal direction by bolts 20.

【0022】鉛直角調整装置9は円盤状板16bから対向
する一対の略半円形の鉛直板16cを橋軸方向に立ち上
げ、保護管支承台21の下部から下方に突設した略半円形
の回動板21aを前記鉛直板16cに回動自在に重合する。
The vertical angle adjusting device 9 raises a pair of substantially semicircular vertical plates 16c facing each other from the disk-shaped plate 16b in the bridge axis direction, and projects downward from the lower portion of the protection tube support 21 to form a substantially semicircular shape. The rotating plate 21a is rotatably superimposed on the vertical plate 16c.

【0023】橋軸方向調整装置10は保護管支承台21の端
部にナットで一端を固定したネジ棒22を保護管4の孔4
cを貫通させて他端を突出させた。
The bridge axis direction adjusting device 10 is configured such that a screw rod 22 having one end fixed to an end of a protective tube support 21 with a nut is formed in the hole 4 of the protective tube 4.
c and the other end was projected.

【0024】鉛直角微調整部材11は保護管支承台21の下
部と第三の架台16の円盤状板16bとの間に配設するター
ンバックルで構成する。
The vertical angle fine adjustment member 11 is constituted by a turnbuckle disposed between the lower part of the protection tube support 21 and the disk-shaped plate 16b of the third gantry 16.

【0025】次に以上のように構成した取付装置5を使
用して保護管4を例えば図6のように主桁部1の既設ブ
ロック1aに固定する方法を説明する。まず、既設ブロ
ック1aの橋面上にこれから取り付けようとする保護管
4の橋面への投影線を墨出しする。
Next, a method of fixing the protection tube 4 to the existing block 1a of the main girder 1 as shown in FIG. 6, for example, using the mounting device 5 configured as described above will be described. First, a projection line of the protection tube 4 to be mounted on the bridge surface of the existing block 1a is projected on the bridge surface.

【0026】既設ブロック1aの端部に予め設置してお
いてアンカーに第一の架台12をボルトで固定し、取付装
置5を既設ブロック1aの端部から組立ブロックの方向
に突設し、保護管支承台21に保護管4を載置する。
The first base 12 is fixed to the anchor by bolts at the end of the existing block 1a in advance, and the mounting device 5 is protruded from the end of the existing block 1a in the direction of the assembly block to protect it. The protection tube 4 is placed on the pipe support 21.

【0027】既設ブロック1a上の墨出し部にトランシ
ットを設置し、これで投影線を視準してトランシットの
水平角を固定し、さらに保護管4の前部と後部の外径を
視準する。
A transit is installed in the blackout portion on the existing block 1a, and the projection line is collimated to fix the horizontal angle of the transit. Further, the outer diameter of the front and rear portions of the protection tube 4 is collimated. .

【0028】この状態で保護管4の前部と後部の外径が
トランシットの十字線の交点と一致するように取付装置
5の橋軸直角方向を調整する。橋軸直角方向の調整は橋
軸直角方向調整装置7のネジ棒19を回動し、水平板16a
が細長孔15bにそって第二の架台15の水平面上を橋軸と
直角方向に移動することで行い、これにより保護管4の
橋軸直角方向での位置を調整する。
In this state, the direction perpendicular to the bridge axis of the mounting device 5 is adjusted so that the outer diameter of the front part and the rear part of the protection tube 4 coincide with the intersection of the cross line of the transit. The adjustment in the direction perpendicular to the bridge axis is performed by turning the screw rod 19 of the adjusting device 7 in the direction perpendicular to the bridge axis, and the horizontal plate 16a.
Is performed by moving the second mount 15 on the horizontal plane at right angles to the bridge axis along the elongated holes 15b, thereby adjusting the position of the protective tube 4 at right angles to the bridge axis.

【0029】保護管4の橋軸直角方向での位置が大方決
まれば、次に水平角を調整する。これは、円盤状板16b
を水平板16a上で水平に回動させて行い、保護管4を水
平面で回動させる。
When the position of the protection tube 4 in the direction perpendicular to the bridge axis is largely determined, the horizontal angle is adjusted next. This is a disk-shaped plate 16b
Is rotated horizontally on the horizontal plate 16a, and the protective tube 4 is rotated on a horizontal plane.

【0030】かかる橋軸直角方向位置と水平位置の調整
を保護管4の前部と後部の外径がトランシット上の十字
線と合致するまで続け、所定位置に達して合致すれば、
ボルト17を締め、水平板16aを第二の架台15に固定し、
また、ボルト20に螺合しているナットを締めて円盤状板
16bを水平板16aに固定する。
The adjustment of the position perpendicular to the bridge axis and the horizontal position is continued until the outer diameters of the front and rear portions of the protection tube 4 coincide with the crosshairs on the transit.
Tighten the bolt 17, fix the horizontal plate 16a to the second base 15,
Also, tighten the nut screwed on the bolt 20 to remove the disc
16b is fixed to the horizontal plate 16a.

【0031】以上のようにして保護管4の橋軸直角方向
位置と水平角が定まれば、次に橋軸方向位置と鉛直角、
取付高さを調整する。鉛直角の調整は、橋面上に設置し
たレベルで保護管4の前部と後部を視準し、各々の高さ
があらかじめ算出しておいた設計値と合致しているか判
断し、前部と後部との高さの差分が設計値と異なる場合
は、鉛直角調整装置9としての回動板21aを鉛直板16c
に対して鉛直方向で回動して行い、設計値に合致すれば
ボルトで回動板21aを鉛直板16cに固定する。
After the position of the protection pipe 4 in the direction perpendicular to the bridge axis and the horizontal angle are determined as described above, the position in the direction of the bridge axis and the vertical angle are then determined.
Adjust the mounting height. To adjust the vertical angle, collimate the front and rear of the protection tube 4 at the level installed on the bridge surface, judge whether each height matches the design value calculated in advance, and If the difference between the height of the rear part and the height of the rear part is different from the design value, the rotating plate 21a as the vertical angle adjusting device 9 is connected to the vertical plate 16c.
The rotating plate 21a is fixed to the vertical plate 16c with bolts if the design value is met.

【0032】次に取付高さの調整を行う。これは、保護
管4の前部と後部の高さがそれぞれ設計値と合致するよ
うにアングル材6aに対して第二の架台15を細長孔13に
そって上下方向に移動する。設計値に合致すればボルト
14を締めて第二の架台15をアングル材6aに固定する。
Next, the mounting height is adjusted. In this case, the second base 15 is moved vertically along the elongated hole 13 with respect to the angle member 6a so that the heights of the front part and the rear part of the protection tube 4 respectively match the design values. Bolt if it matches the design value
Tighten 14 to fix the second gantry 15 to the angle member 6a.

【0033】最後に橋軸方向での位置を調整する。これ
は既設ブロック1aに予め墨出ししておいた橋軸直角方
向の墨の位置から保護管4の前部までの距離をスケール
で計測し、所定位置に設置されているか判断する。そし
て、所定位置でない場合は、ネジ棒22を引き、または押
して保護管4の前部の設置位置を調整する。
Finally, the position in the bridge axis direction is adjusted. This is done by measuring the distance from the black position in the direction perpendicular to the bridge axis, which has been previously blacked out on the existing block 1a, to the front of the protection tube 4 on a scale, and determining whether or not it is installed at a predetermined position. If it is not at the predetermined position, the screw rod 22 is pulled or pushed to adjust the installation position of the front part of the protection tube 4.

【0034】この際、保護管4の移動によりその取付高
さも多少変化するから、取付高さの調整を再度行う。
At this time, the mounting height is slightly changed due to the movement of the protection tube 4, so that the mounting height is adjusted again.

【0035】以上のようにして高さ調整装置6、橋軸直
角方向調整装置7、水平角調整装置8、鉛直角調整装置
9、橋軸方向調整装置10で保護管4を所定位置に設置し
たならば、トランシットで差し軸直角方向位置、水平角
を確認し、最後に必要に応じてターンバックルなどによ
る鉛直角微調整部材11で鉛直角を微調整する。
As described above, the protective tube 4 was set at a predetermined position by the height adjusting device 6, the bridge axis perpendicular direction adjusting device 7, the horizontal angle adjusting device 8, the vertical angle adjusting device 9, and the bridge axis direction adjusting device 10. If this is the case, the position in the direction perpendicular to the insertion axis and the horizontal angle are checked with a transit, and finally the vertical angle is finely adjusted by a vertical angle fine adjustment member 11 such as a turnbuckle if necessary.

【0036】調整が終了すれば、保護管4を鉄筋等の支
持材に溶接して、組立ブロック1bの鉄筋に固定する。
When the adjustment is completed, the protection tube 4 is welded to a support material such as a reinforcing bar and fixed to the reinforcing bar of the assembly block 1b.

【0037】なお、前記した実施形態は保護管4を主桁
部1の側に固定する場合であるが、図7に示すように主
塔部2の側に固定する場合も方法は基本的には同様であ
るが、この場合、取付装置5は主塔部2の既設ブロック
2aから立ち上がる組立ブロック2bの鉄骨に固定す
る。
In the above-described embodiment, the protection tube 4 is fixed to the main girder 1 side. However, as shown in FIG. Is the same, but in this case, the mounting device 5 is fixed to the steel frame of the assembly block 2b rising from the existing block 2a of the main tower 2.

【0038】保護管4の固定後は、取付装置5を撤去
し、次の保護管4の設置に使用する。
After the protection tube 4 is fixed, the mounting device 5 is removed and used for installing the next protection tube 4.

【0039】なお、橋軸直角方向調整装置7と橋軸方向
調整装置10には目盛尺を設け、水平角調整装置8と鉛直
角調整装置9に円盤状の角度目盛を設けれ、移動量を簡
単に目視できる。
The bridge axis perpendicular direction adjusting device 7 and the bridge axis direction adjusting device 10 are provided with a scale, and the horizontal angle adjusting device 8 and the vertical angle adjusting device 9 are provided with a disk-shaped angle scale. Easy to see.

【0040】さらに、架台の直交する二方向に気泡レベ
ルを取り付けることも可能である。
Furthermore, it is also possible to mount the bubble level in two orthogonal directions of the gantry.

【0041】[0041]

【発明の効果】以上述べたように本発明の斜張橋の保護
管の取付装置は、保護管の水平および鉛直角度、橋軸と
同一方向上にあるか、取付高さ等の取付平面内の位置を
各々独立して順次機械的に調整して固定でき、取付調整
に要する労力と時間を軽減でき、取付精度も向上するも
のである。
As described above, according to the present invention, the protection tube mounting device for a cable-stayed bridge is provided in the same direction as the horizontal and vertical angles of the protection tube, the bridge axis, or in the mounting plane such as the mounting height. Can be independently and sequentially mechanically adjusted and fixed, labor and time required for mounting adjustment can be reduced, and mounting accuracy can be improved.

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

【図1】本発明の斜張橋の保護管の取付装置の実施形態
を示す正面図である。
FIG. 1 is a front view showing an embodiment of a protection tube mounting device for a cable stayed bridge according to the present invention.

【図2】本発明の斜張橋の保護管の取付装置の実施形態
を示す側面図である。
FIG. 2 is a side view showing an embodiment of a protection tube mounting device for a cable-stayed bridge according to the present invention.

【図3】本発明の斜張橋の保護管の取付装置の実施形態
を示す平面図である。
FIG. 3 is a plan view showing an embodiment of a protection tube mounting device for a cable-stayed bridge according to the present invention.

【図4】本発明の斜張橋の保護管の取付装置の実施形態
を示す要部の正面図である。
FIG. 4 is a front view of a main part showing an embodiment of a protection tube mounting device for a cable-stayed bridge according to the present invention.

【図5】本発明の保護管の取付装置が使用される斜張橋
の正面図である。
FIG. 5 is a front view of a cable stayed bridge in which the protective tube mounting device of the present invention is used.

【図6】本発明の保護管を主桁部側に固定した状態の側
面図である。
FIG. 6 is a side view showing a state where the protective tube of the present invention is fixed to the main girder part side.

【図7】本発明の保護管を主塔部側に固定した状態の側
面図である。
FIG. 7 is a side view showing a state in which the protection tube of the present invention is fixed to the main tower.

【図8】保護管の側面図である。FIG. 8 is a side view of the protection tube.

【符号の説明】[Explanation of symbols]

1…主桁部 1a…既設ブロック 1b…組立ブロック 2…主塔部 2a…既設ブロック 2b…組立ブロック 3…斜材 4…保護管 4a…細管 4b…フランジ 4c…孔 5…取付装置 6…高さ調整装置 6a…アングル材 7…橋軸直角方向調整装置 8…水平角調整装置 9…鉛直角調整装置 10…橋軸方向調整装
置 11…鉛直角微調整部材 12…第一の架台 12a…アングル材 13…細長孔 14…ボルト 15…第二の架台 15a…細長孔 15b…細長孔 16…第三の架台 16a…水平板 16b…円盤状板 16c…鉛直板 17…ボルト 18…ナット 19…ネジ棒 20…ボルト 21…保護管支承台 21a…回動板
DESCRIPTION OF SYMBOLS 1 ... Main girder part 1a ... Existing block 1b ... Assembly block 2 ... Main tower part 2a ... Existing block 2b ... Assembly block 3 ... Diagonal material 4 ... Protective tube 4a ... Narrow tube 4b ... Flange 4c ... Hole 5 ... Mounting device 6 ... Height Adjustment device 6a ... Angle material 7 ... Adjustment device for bridge axis perpendicular direction 8 ... Adjustment device for horizontal angle 9 ... Vertical angle adjustment device 10 ... Adjustment device for bridge axis direction 11 ... Fine adjustment member for vertical angle 12 ... First mount 12a ... Angle Material 13 ... Elongated hole 14 ... Bolt 15 ... Second mount 15a ... Elongated hole 15b ... Elongated hole 16 ... Third mount 16a ... Horizontal plate 16b ... Disc-shaped plate 16c ... Vertical plate 17 ... Bolt 18 ... Nut 19 ... Screw Rod 20… Bolt 21… Protective tube support 21a… Rotating plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 三品 行充 東京都江東区東陽六丁目3番2号 鹿島建 設株式会社関東支店内 (72)発明者 今井 栄太郎 東京都練馬区田柄三丁目27番11号 皆栄建 設工業株式会社内 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor, Sanyo Yukimitsu 6-3-2, Toyo, Koto-ku, Tokyo Kashima Construction Co., Ltd.Kanto Branch (72) Inventor Eitaro Imai 3-27, Tadara, Nerima-ku, Tokyo No. 11 Inside Minakae Construction Industry Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 躯体側に固定する第一の架台上に高さ調
節装置を介して第二の架台を上下動自在に取り付け、第
二の架台上に橋軸直角方向調整装置と水平角調整装置と
を介して第三の架台を橋軸直角方向にスライド自在かつ
水平方向に回転自在に取り付け、第三の架台上に保護管
支承台を鉛直角調整装置を介して鉛直方向に回動自在に
取り付けるとともに橋軸方向調整装置を介して橋軸方向
に移動自在に取り付けることを特徴とする斜張橋の保護
管の取付装置。
1. A second gantry is vertically movably mounted on a first gantry fixed to a skeleton side via a height adjusting device, and a bridge axis right angle direction adjusting device and a horizontal angle adjustment are mounted on the second gantry. The third mount is slidable in the direction perpendicular to the bridge axis and rotatable in the horizontal direction via the device, and the protective tube support is rotatable in the vertical direction on the third mount via the vertical angle adjustment device. A protection tube mounting device for a cable-stayed bridge, wherein the protection tube mounting device is mounted on a bridge and is movably mounted in a bridge axis direction via a bridge axis direction adjusting device.
【請求項2】 高さ調整装置は第一の架台に高さ調整用
のアングル材を鉛直に取り付け、該アングル材に長さ方
向に細長孔を設け、該細長孔に上下動自在に挿入したボ
ルトで第二の架台をアングル材に固定する請求項1記載
の斜張橋の保護管の取付装置。
2. A height adjusting device, wherein an angle member for height adjustment is vertically attached to a first pedestal, an elongated hole is provided in the angle member in a length direction, and the angle member is vertically movably inserted into the elongated hole. The protection tube mounting device for a cable-stayed bridge according to claim 1, wherein the second base is fixed to the angle member with bolts.
【請求項3】 橋軸直角方向調整装置は第二の架台に設
けた橋軸と直角方向で水平方向の細長孔に移動自在に挿
入したボルトで第三の架台を第二の架台に固定し、第三
の架台にこれを橋軸と直角方向に引っ張るネジ棒を取り
付けた請求項1から請求項2のいずれかに記載の斜張橋
の保護管の取付装置。
3. The bridge axis perpendicular direction adjusting device fixes the third frame to the second frame with bolts movably inserted into a horizontally elongated hole in a direction perpendicular to the bridge axis provided on the second frame. The mounting device for a protection tube of a cable-stayed bridge according to any one of claims 1 to 2, wherein a screw rod for pulling the screw in a direction perpendicular to the bridge axis is mounted on the third mount.
【請求項4】 水平角調整装置は第三の架台を第二の架
台に対し水平方向に回転自在に軸着する請求項1から請
求項3のいずれかに記載の斜張橋の保護管の取付装置。
4. The protection tube for a cable-stayed bridge according to claim 1, wherein the horizontal angle adjusting device axially mounts the third gantry to the second gantry so as to be rotatable in a horizontal direction. Mounting device.
【請求項5】 鉛直角調整装置は保護管支承台を第三の
架台に対し鉛直方向に回動自在に軸着する請求項1から
請求項4のいずれかに記載の斜張橋の保護管の取付装
置。
5. The protection pipe for a cable-stayed bridge according to claim 1, wherein the vertical angle adjustment device pivotally mounts the protection pipe support on the third mount so as to be vertically rotatable. Mounting device.
【請求項6】 橋軸方向調整装置は保護管支承台を橋軸
方向に引っ張るネジ棒である請求項1から請求項5のい
ずれかに記載の斜張橋の保護管の取付装置。
6. The installation device for a protection tube of a cable-stayed bridge according to claim 1, wherein the bridge axis direction adjusting device is a screw rod for pulling the protection tube support in the bridge axis direction.
【請求項7】 第三の架台と保護管支承台との間に鉛直
角微調整部材を介装する請求項1から請求項6のいずれ
かに記載の斜張橋の保護管の取付装置。
7. The installation device for a protection tube of a cable stayed bridge according to claim 1, wherein a vertical angle fine adjustment member is interposed between the third mount and the protection tube support.
JP08176352A 1996-07-05 1996-07-05 Cable-stayed bridge protection tube mounting device Expired - Fee Related JP3081908B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08176352A JP3081908B2 (en) 1996-07-05 1996-07-05 Cable-stayed bridge protection tube mounting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08176352A JP3081908B2 (en) 1996-07-05 1996-07-05 Cable-stayed bridge protection tube mounting device

Publications (2)

Publication Number Publication Date
JPH1018224A true JPH1018224A (en) 1998-01-20
JP3081908B2 JP3081908B2 (en) 2000-08-28

Family

ID=16012111

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08176352A Expired - Fee Related JP3081908B2 (en) 1996-07-05 1996-07-05 Cable-stayed bridge protection tube mounting device

Country Status (1)

Country Link
JP (1) JP3081908B2 (en)

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Publication number Priority date Publication date Assignee Title
CN102154987A (en) * 2011-04-11 2011-08-17 西南交通大学 On-cable walking-type self-walking system
CN105113411A (en) * 2015-08-03 2015-12-02 中铁港航局集团有限公司 Method for mounting and rapidly and accurately positioning main tower cable guide pipe of cable-stayed bridge
CN110904753A (en) * 2019-11-28 2020-03-24 四川鸥鹏建筑工程公司 Rapid Assembly formula cantilever structure mountain area temporary road
CN112813833A (en) * 2020-12-31 2021-05-18 中交路桥华南工程有限公司 Installation method of cableway pipe
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