JPS6365765B2 - - Google Patents
Info
- Publication number
- JPS6365765B2 JPS6365765B2 JP5035683A JP5035683A JPS6365765B2 JP S6365765 B2 JPS6365765 B2 JP S6365765B2 JP 5035683 A JP5035683 A JP 5035683A JP 5035683 A JP5035683 A JP 5035683A JP S6365765 B2 JPS6365765 B2 JP S6365765B2
- Authority
- JP
- Japan
- Prior art keywords
- work platform
- main tower
- movable
- support girder
- moving
- 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
Links
- 230000003028 elevating effect Effects 0.000 claims description 17
- 239000000725 suspension Substances 0.000 claims description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 5
- 238000007689 inspection Methods 0.000 description 8
- 230000008439 repair process Effects 0.000 description 8
- 230000003796 beauty Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
本発明は吊橋主塔の点検、補修に使用される作
業車に係るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a work vehicle used for inspection and repair of a suspension bridge main tower.
従来の作業車では塔の橋体より上部、下部並に
前後に分けて合計4台の作業車が必要であり、ま
た主塔部、水平継ぎ材、斜材の点検において従来
では各々個々の専用の作業車が考えられていた。 Conventional work vehicles require a total of four work vehicles, divided into the upper and lower parts of the tower bridge body, as well as the front and rear.In addition, in the past, each vehicle had its own dedicated vehicle for inspection of the main tower section, horizontal joints, and diagonal members. A work vehicle was considered.
本発明は前記従来の作業車の有するこのような
問題点を解決して、唯一台の作業車で前記主塔各
部が補修点検が可能となり、主塔本体に取付けら
れる附属物を最少限に抑えることができ、外観上
も美観を損なわず、経済的な吊橋主塔用作業車を
提供するために提案されたもので、左右両側の主
塔部の各前後面に夫々配設された昇降用ガイドレ
ール、地上部に敷設された前記主塔部の前後塔脚
部間を結ぶ一双の直線レールと、同両直線レール
間を連絡する曲線レールとよりなる地上部移動用
レール、前記昇降用ガイドレールに沿つて昇降自
在に装架され、且つ前記地上部移動用レールを走
行するように構成された昇降架台、同昇降架台に
対して前記主塔部の左右方向に移動自在に装架さ
れた作業台支持桁、同作業台支持桁にその長手方
向に亘つて移動自在に装架された作業台移動台
車、及び同作業台移動台車にその移動方向と直角
方向に移動自在に装架された作業台よりなること
を特徴とする吊橋主塔用作業車装置に係るもので
ある。 The present invention solves these problems of the conventional working vehicle, makes it possible to repair and inspect each part of the main tower with only one working vehicle, and minimizes the number of accessories attached to the main tower body. This was proposed in order to provide an economical working vehicle for suspension bridge main towers that does not impair its appearance and does not impair its appearance. a guide rail, a rail for moving the above-ground part consisting of a pair of straight rails laid on the above-ground part connecting the front and rear tower legs of the main tower section, and a curved rail connecting the two straight rails; the above-mentioned lifting guide; an elevating pedestal mounted to be movable up and down along the rail and configured to run on the above-mentioned above-mentioned rail for moving above ground; A workbench support girder, a workbench moving dolly mounted on the workbench support girder so as to be movable in the longitudinal direction thereof, and a workbench moving dolly mounted on the workbench movable dolly so as to be movable in a direction perpendicular to the direction of movement thereof. The present invention relates to a work vehicle device for a suspension bridge main tower, which is characterized by comprising a work platform.
本発明に係る吊橋主塔用作業車は前記したよう
に、主塔部の前後面に配設された昇降用ガイドレ
ールに沿つて昇降自在に装架された昇殊架台に対
して前記主塔部の左右方向に移動自在に作業台支
持桁が装架され、同作業台支持桁にその長手方向
に移動自在に装架された作業台移動台車に、その
移動方向と直角方向に作業台が移動自在に装架さ
れているので、前記昇降架台を昇降ガイドレール
に沿つて昇降させることによつて、主塔部の前後
面の補修、点検が可能となる。 As described above, the suspension bridge main tower working vehicle according to the present invention is capable of moving the main tower to a lifting platform that is mounted so as to be able to rise and fall freely along the lifting guide rails arranged on the front and rear surfaces of the main tower section. A workbench support girder is mounted so as to be movable in the left and right direction of the section, and the workbench is mounted on a workbench moving trolley mounted on the workbench support girder so as to be movable in the longitudinal direction. Since it is movably mounted, repair and inspection of the front and rear surfaces of the main tower section can be performed by raising and lowering the elevating frame along the elevating guide rail.
また前記作業台支持桁を前記昇降架台に対し
て、同架台の装架されている主塔部に左右方向に
亘つて相隣る主塔側に指向して伸長させ、同作業
台支持桁に沿つて、作業台の装架された作業台移
動台車を所要位置に順次移動させることにより、
左右に相隣る主塔間の斜材、水平材等の補修点検
を行なうことができる。 In addition, the work platform support girder is extended in the horizontal direction toward the main tower section on which the lift frame is mounted, and the work platform support girder is extended toward the adjacent main tower side. By sequentially moving the work platform moving cart equipped with the work platform to the required position along the
Repairs and inspections can be made to diagonal members, horizontal members, etc. between the main towers that are adjacent to each other on the left and right.
また前記昇降架台より主塔部の左右方向に突出
する作業台支持桁上の所要位置に作業台移動台車
を移動させ、同台車に対してその移動方向と直角
方向に作業台を移動させることによつて、主塔部
の左右両側面の補修点検ができる。 Further, a work platform moving trolley is moved from the lifting platform to a required position on the work platform support girder projecting in the left-right direction of the main tower section, and the work platform is moved in a direction perpendicular to the moving direction of the trolley. This allows repair and inspection of both the left and right sides of the main tower section.
而して本発明の作業車は、作業台を作業台移動
車内に退入させることによつて、橋体を交して昇
降できるので従来のように塔体の橋体より上下に
2台の作業車を分けて配設する必要がない。 The work vehicle of the present invention can be raised and lowered across the bridge body by moving the work platform into and out of the work platform moving vehicle. There is no need to separate work vehicles.
また本発明においては左右両主塔部の前部塔脚
部間並に後部塔脚間を結ぶ一双の直線レールと、
同両直線レールを連絡する曲線レールよりなる地
上部移動用レールが敷設され、同レール上を前記
昇降架台が走行するように構成されているので、
同昇降架台を前記左右両主塔部の前後部何れの部
位にも移動でき、同左右両主塔部の各前後面にお
いて昇降用ガイドレールに沿つて昇降できるの
で、唯1台の作業車で橋体の上下部、並に前後部
の補修点検が行なわれ、従つて作業台車用ガイド
レールを最少限に抑えることができ、かくして主
塔部に取付けられる附属物の数を最少限に抑止で
き、外観上も美観を失なわず、経済的である等、
本発明は多くの利点を有するものである。 In addition, in the present invention, a pair of straight rails connecting the front tower legs and the rear tower legs of both the left and right main tower sections,
A above-ground movement rail consisting of a curved rail connecting both straight rails is laid, and the elevating frame is configured to run on the same rail.
The elevating platform can be moved to either the front or rear of the left and right main tower sections, and can be moved up and down along the elevating guide rails on each of the front and rear surfaces of the left and right main tower sections, making it possible to use only one work vehicle. Repairs and inspections were carried out on the upper and lower parts of the bridge body, as well as the front and rear parts, making it possible to minimize the number of guide rails for work carts, thus minimizing the number of accessories attached to the main tower, and improving the appearance. It is economical without losing its beauty, etc.
The invention has many advantages.
以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.
Aは左右両側の主塔部で、両者の塔脚前部間及
び塔脚後部間に直線レール1a,1bが敷設さ
れ、同両レール1a,1b間に曲線レール1cが
連絡され、同各レール1a,1b,1cによつて
地上部移動用レールが構成されている。(第2図
参照)
また前記主塔部Aの前後両面には各一双の昇降
用ガイドレール2が敷設されている。 A is the main tower section on both the left and right sides. Straight rails 1a and 1b are laid between the front and rear parts of both tower legs, and a curved rail 1c is connected between both rails 1a and 1b. 1a, 1b, and 1c constitute a rail for moving above ground. (See Fig. 2) Also, one pair of lifting guide rails 2 are installed on both the front and rear surfaces of the main tower section A.
Bは昇降架台で、下端には前記地上部移動用レ
ール上を走行する走行車輪3が装着され、前記昇
降用ガイドレール2の両側面を挾持しながら転動
する昇降用ローラ4及び同レール2上に沿つて転
動するガイドローラ5が装着され、同各ローラに
よつて前記レール2に沿つて円滑に昇降するとと
もに、後述の作業台支持桁の張出しによる曲げモ
ーメントを保持しうるようになつている。(第1
0図参照)なお前記両主塔部Aの前後に合計4個
の捲上機6が配設され、同各捲上機6によつて捲
取り、捲戻されるワイヤロープ7が主塔部A上部
の案内装置を経由したのち、昇降架台Bの吊りビ
ーム8に着脱自在に繋着されるようになつてい
る。 Reference numeral B designates an elevating frame, and a running wheel 3 that runs on the above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned rail 2 is attached to the lower end of an elevating pedestal. Guide rollers 5 that roll along the top are installed, and the rollers allow the work platform to move up and down smoothly along the rail 2, and also to hold the bending moment caused by the overhang of the workbench support girder, which will be described later. ing. (1st
(See Figure 0) A total of four hoisting machines 6 are disposed before and after the two main tower sections A, and the wire rope 7 that is wound and unwound by each hoisting machine 6 is wound around the main tower section A. After passing through the upper guide device, it is detachably connected to the hanging beam 8 of the elevating frame B.
前記昇降架台Bの頂面に設けられた凹部に嵌装
された溝型の作業台支持桁傾斜調整装置9に作業
台支持桁Cが主塔部Aの前後面に平行な方向に移
動自在に嵌装されている。なお第11図及び第1
2図は同作業台Cの移動装置を示し、昇降架台B
内にラツク駆動装置20を設置し、作業台支持桁
Cの下面にラツク21を設け、昇降架台B側のラ
ツク駆動装置20を駆動して同架台Bに装架さ
れ、前記ラツク21に噛合するピニオン22を回
転することにより、作業台支持桁Cを移動する。
なお図中24は昇降架台B側に取付けられたガイ
ドローラである。同作業台支持桁Cにはその前後
縁に長手方向に延びるH型案内桁10が配設さ
れ、そのウエブ外側面に前記作業台支持桁傾斜調
整架台9に装着されたガイドローラ11が転動自
在に接している。(第8図参照)
主塔部A側面の昇降用ガイドレール2の取付部
は、第13図及び第14図に示す如く、下部と上
部では主塔Aの広がり寸法が変つており、昇降用
ガイドレール2が垂直に取付られていない為、昇
降架台Bと作業台支持桁Cとの間において、作業
台支持桁Cを水平状態に調整する機能が必要とな
る、また、作業台移動台車Dが作業台支持桁Cの
先端に移動した場合に、作業台支持桁Cに撓みが
生じる、これらの調整、補正も同時に行なうため
に、作業台支持桁傾斜調整装置9をねじジヤツキ
25等を駆動して上、下に移動させることにより
調整するものである。図中26は同ジヤツキ駆動
装置である。 The work platform support girder C is movable in a direction parallel to the front and rear surfaces of the main tower section A through a groove-shaped work platform support girder inclination adjustment device 9 fitted in a recess provided on the top surface of the elevating frame B. It is fitted. Furthermore, Figure 11 and Figure 1
Figure 2 shows the moving device for the work platform C, and the lifting platform B
A rack drive device 20 is installed inside the platform, a rack 21 is provided on the lower surface of the workbench support girder C, and the rack drive device 20 on the elevating platform B side is driven to be mounted on the platform B and meshed with the rack 21. By rotating the pinion 22, the workbench support girder C is moved.
Note that 24 in the figure is a guide roller attached to the elevating frame B side. The workbench support girder C is provided with an H-shaped guide girder 10 extending in the longitudinal direction on its front and rear edges, and a guide roller 11 attached to the workbench support girder inclination adjustment frame 9 rolls on the outer surface of the web. I am in touch with him freely. (Refer to Figure 8) As shown in Figures 13 and 14, the mounting part of the guide rail 2 for lifting on the side of the main tower part A is different from the lower part and the upper part, so that the lifting guide rail 2 is Since the guide rail 2 is not installed vertically, a function is required to adjust the work platform support girder C to a horizontal state between the lifting platform B and the work platform support girder C. When the workbench support girder C moves to the tip of the workbench support girder C, the workbench support girder C is deflected.In order to simultaneously perform these adjustments and corrections, the workbench support girder inclination adjustment device 9 is driven by a screw jack 25, etc. Adjustments are made by moving the cursor up and down. 26 in the figure is the same jack drive device.
Dは作業台移動台車で、その下部両側には前記
案内桁10のフランジ及びウエブに沿つて転動す
るローラ12及びガイドローラ13が装着され、
図示せぬ駆動装置によつて前記ローラ12を駆動
回転することによつて作業台支持桁Cの長手方向
に沿つて移動するようになつている。(第8図参
照)
Eは前記作業台移動台車Dに対してその移動方
向と直角方向に移動自在なように配設された作業
台で、その下端両側に配設されたH型案内桁13
のフランジ及びウエブに夫々、作業台移動台車D
に装架されたローラ14及びガイドローラ15が
接し、図示せぬ駆動装置を介して前記ローラ14
を駆動回転することによつて作業台Eが移動する
ようになつている。(第6図参照)なお作業台E
には望遠鏡筒式に伸縮自在な作業台E′が嵌装され
ている。 Reference numeral D denotes a work platform moving trolley, on both sides of which are mounted rollers 12 and guide rollers 13 that roll along the flanges and webs of the guide girder 10;
By driving and rotating the roller 12 by a drive device (not shown), the workbench support beam C is moved in the longitudinal direction. (Refer to Fig. 8) Reference numeral E denotes a workbench that is arranged to be movable in a direction perpendicular to the movement direction of the workbench moving cart D, and H-shaped guide girders 13 are provided on both sides of the lower end of the workbench.
A work platform moving trolley D is attached to the flange and web of
A roller 14 and a guide roller 15 mounted on the roller 14 are in contact with each other, and the roller 14 is
By driving and rotating the workbench E, the workbench E is moved. (See Figure 6) Workbench E
A telescopic workbench E′ is fitted in the spacer.
而して捲上機6に捲装されたワイヤロープ7を
昇降架台Bの吊ビーム8に繋着し、捲上機6を操
作して昇降架台Bを例えば左側主塔部Aの前面の
昇降用ガイドレール2を案内として所定個所まで
上昇せしめる。この際作業台E,E′は作業台移動
台車Dに対して主塔部Aと反対側に突出する位置
に後退され、橋体を交して昇降しうるようにされ
る。 Then, the wire rope 7 wound around the hoisting machine 6 is connected to the hanging beam 8 of the lifting pedestal B, and the hoisting machine 6 is operated to raise and lower the hoisting pedestal B, for example, on the front side of the left main tower section A. using the guide rail 2 as a guide to raise it to a predetermined position. At this time, the work platforms E and E' are retreated with respect to the work platform moving cart D to a position where they protrude on the side opposite to the main tower section A, so that they can be raised and lowered across the bridge body.
而して前記昇降架台Bに対して作業台支持桁C
を右側の主塔部A側に伸長し、同支持桁C上に沿
つて作業台移動車Dを移動させることによつて、
主塔部A,A間の斜材a水平繋ぎ材等の左側半部
の補修、点検を行ない、また作業台E,E′を主塔
部Aの後部側に伸長することによつて、同主塔部
Aの右側面の前半部の補修、点検を行なうもので
ある。また作業台支持桁Cを左方に突出させ、作
業台E,E′を伸長することによつて、主塔部Aの
左側前半部の補修点検を行なうものである。 Therefore, the work platform support girder C is connected to the lifting platform B.
By extending the main tower part A on the right side and moving the work platform moving vehicle D along the support girder C,
Repairs and inspections were made to the left half of the diagonal member a horizontal connecting member between main tower sections A and A, and by extending work platforms E and E' to the rear side of main tower section A. The first half of the right side of main tower section A will be repaired and inspected. Also, by protruding the workbench support girder C to the left and extending the workbenches E and E', repair and inspection of the left front half of the main tower section A can be carried out.
前記昇降架台Bを吊下ろし、ワイヤロープ7を
吊ビーム8より取外し、前記レール1aに沿つて
右側の主塔部Aに移動させて前記同様の操作を旋
し、また前記レール1cを介してレール1bに移
動せしめ、左右の主塔部Aに移動させたのち前記
同様の操作を旋し、かくして唯一台の作業車で主
塔全面に亘つて補修、点検を行ないうるものであ
る。 The elevating frame B is suspended, the wire rope 7 is removed from the suspension beam 8, and the wire rope 7 is moved to the right main tower section A along the rail 1a, and the same operation as described above is performed. 1b, then moved to the left and right main tower sections A, and then repeating the same operations as described above.In this way, the entire main tower can be repaired and inspected using only one working vehicle.
以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で種
種の設計の改変を旋しうるものである。 Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to such embodiments, and may be modified in various designs without departing from the spirit of the present invention. be.
第1図は本発明に係る吊橋主塔用作業車装置の
一実施例を示す斜面図、第2図は塔脚部の平面
図、第3図及び第4図は夫々その側面図並に正面
図、第5図はその要部拡大側面図、第6図は第5
図の部分の拡大図、第7図はその要部拡大正面
図、第8図は第7図の部分の拡大図、第9図は
その要部拡大平面図、第10図は第9図の部分
の拡大図、第11図及び第12図は夫々作業台の
移動装置の正面図並に側面図、第13図及び第1
4図は夫々は作業台支持桁傾斜調整装置の作動状
況を示す正面図並に側面図である。
A……主塔部、B……昇降架台、C……作業台
支持桁、D……作業台移動台車、E,E′……作業
台、1a,1b……直線レール、1c……曲線レ
ール、2……昇降用ガイドレール。
FIG. 1 is a perspective view showing an embodiment of the working vehicle device for a suspension bridge main tower according to the present invention, FIG. 2 is a plan view of the tower base, and FIGS. 3 and 4 are a side view and a front view, respectively. Fig. 5 is an enlarged side view of the main part, Fig. 6 is an enlarged side view of the main part.
Figure 7 is an enlarged front view of the main part, Figure 8 is an enlarged view of the part shown in Figure 7, Figure 9 is an enlarged plan view of the main part, and Figure 10 is the enlarged front view of the main part. 11 and 12 are respectively a front view and a side view of the workbench moving device, and FIGS. 13 and 1 are enlarged views of the parts.
FIG. 4 is a front view and a side view, respectively, showing the operating status of the workbench support girder inclination adjustment device. A...Main tower section, B...Elevating frame, C...Work platform support girder, D...Work platform moving trolley, E, E'...Work platform, 1a, 1b...Straight rail, 1c...Curve Rail, 2... Guide rail for lifting.
Claims (1)
た昇降用ガイドレール、地上部に敷設された前記
主塔部の前後塔脚部間を結ぶ一双の直線レール
と、同両直線レール間を連絡する曲線レールとよ
りなる地上部移動用レール、前記昇降用ガイドレ
ールに沿つて昇降自在に装架され、且つ前記地上
部移動用レールを走行するように構成された昇降
架台、同昇降架台に対して前記主塔部の左右方向
に移動自在に装架された作業台支持桁、同作業台
支持桁にその長手方向に亘つて移動自在に装架さ
れた作業台移動台車、及び同作業台移動台車にそ
の移動方向と直角方向に移動自在に装架された作
業台よりなることを特徴とする吊橋主塔用作業車
装置。1 Elevating guide rails installed on the front and rear surfaces of the main tower sections on both the left and right sides, a pair of straight rails that connect the front and rear tower legs of the main tower section laid above the ground, and both straight rails. A above-ground moving rail consisting of a curved rail connecting between the above-ground parts, an elevating frame mounted so as to be able to rise and fall freely along the above-mentioned elevating guide rail, and configured to run on the above-ground moving rails; A work platform support girder mounted on the pedestal so as to be movable in the left and right direction of the main tower section, a work platform moving trolley mounted on the work platform support girder so as to be movable in the longitudinal direction thereof, and A work vehicle device for a suspension bridge main tower, comprising a work platform mounted on a work platform movable vehicle so as to be movable in a direction perpendicular to the direction of movement of the work platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5035683A JPS59177404A (en) | 1983-03-28 | 1983-03-28 | Working vehicle apparatus for suspension bridge main tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5035683A JPS59177404A (en) | 1983-03-28 | 1983-03-28 | Working vehicle apparatus for suspension bridge main tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59177404A JPS59177404A (en) | 1984-10-08 |
| JPS6365765B2 true JPS6365765B2 (en) | 1988-12-16 |
Family
ID=12856614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5035683A Granted JPS59177404A (en) | 1983-03-28 | 1983-03-28 | Working vehicle apparatus for suspension bridge main tower |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59177404A (en) |
-
1983
- 1983-03-28 JP JP5035683A patent/JPS59177404A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59177404A (en) | 1984-10-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3650400B1 (en) | Method and system for a low height lift device | |
| CN117703447A (en) | Self-walking trolley and arch centering automatic centering method based on planar radar scanning | |
| JP5769961B2 (en) | Construction method and removal method of structure | |
| JP4775964B2 (en) | Girder construction method and girder construction cart | |
| JP2971042B2 (en) | Girder transporter and girder transport method | |
| JPS6365765B2 (en) | ||
| JP3286775B2 (en) | Main column welding equipment | |
| JPS6116313Y2 (en) | ||
| CN110919636B (en) | Heavy duty truss robot with rigid lifting axis | |
| JPH1077741A (en) | Self-propelled fireproof coating equipment | |
| JPH07292964A (en) | Construction equipment for building walls | |
| JP2927731B2 (en) | PC girder transfer device | |
| JPH11227579A (en) | Body moving device for orbiting vehicles | |
| JPH0633015U (en) | Tunnel lining thickness measuring device | |
| JP2002143736A (en) | Automatic coating apparatus for lower part of vehicle | |
| JPS604321B2 (en) | Bridge girder construction equipment | |
| JP2556475Y2 (en) | Work truck for track inspection of monorail | |
| CN215329379U (en) | Be used for construction can gliding operation platform outside bridge railing | |
| JP2758117B2 (en) | Work equipment | |
| JPS6220366Y2 (en) | ||
| JPH0860851A (en) | Aircraft maintenance work floor | |
| JPS6320718Y2 (en) | ||
| JPH0461144B2 (en) | ||
| JPH0289571A (en) | Welding device | |
| JPH0417877B2 (en) |