JPS5930009Y2 - Self-propelled gantry work machine - Google Patents

Self-propelled gantry work machine

Info

Publication number
JPS5930009Y2
JPS5930009Y2 JP14086975U JP14086975U JPS5930009Y2 JP S5930009 Y2 JPS5930009 Y2 JP S5930009Y2 JP 14086975 U JP14086975 U JP 14086975U JP 14086975 U JP14086975 U JP 14086975U JP S5930009 Y2 JPS5930009 Y2 JP S5930009Y2
Authority
JP
Japan
Prior art keywords
legs
main
elevating
self
elevating legs
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
JP14086975U
Other languages
Japanese (ja)
Other versions
JPS5253124U (en
Inventor
久志 平井
Original Assignee
日立造船株式会社
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 日立造船株式会社 filed Critical 日立造船株式会社
Priority to JP14086975U priority Critical patent/JPS5930009Y2/en
Publication of JPS5253124U publication Critical patent/JPS5253124U/ja
Application granted granted Critical
Publication of JPS5930009Y2 publication Critical patent/JPS5930009Y2/en
Expired legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

【考案の詳細な説明】 本考案は自走式門形作業機に関する。[Detailed explanation of the idea] The present invention relates to a self-propelled gantry type work machine.

例えば鉄道高架作業を行なう場合、通常、既設線の高架
を行なおうとする部分に沿って補助線を仮設し、該仮設
補助線を利用して列車ダイヤを確保しているが、その場
所が主に都心部の交通過密部であるとき、補助線を仮設
するための拡張用地の入手が困難なところが多い。
For example, when conducting elevated railway work, normally an auxiliary line is temporarily constructed along the part of the existing line where the elevation is to be carried out, and the temporary auxiliary line is used to secure the train schedule, but the main In areas with heavy traffic congestion in urban areas, it is often difficult to obtain expansion land for temporary construction of auxiliary lines.

また架設作業の完了した高架部と既設線との接続は短時
間で行なわムばならず、さらにこれらの作業は、既設用
地内の作業スペース(拡幅する余裕がなく、また列車走
行に支障をきたさない範囲)で行なう必要がある。
Furthermore, the connection between the completed elevated section and the existing line must be completed in a short period of time, and furthermore, this work must be done within the working space within the existing site (there is no room for widening, and there is no risk of interfering with train running). It is necessary to do this within a certain range).

本考案は上記問題点を解決し得る自走式門形作業機を提
案するもので、以下その一実施例を図面に基づいて説明
する。
The present invention proposes a self-propelled gantry-type working machine that can solve the above-mentioned problems, and one embodiment thereof will be described below with reference to the drawings.

第1図〜第5図において1は作業台で、中央に前後一対
の主昇降脚2A、2Bを設けると共にその下端に本線(
レール)3に対する走行装置4を設けている。
In Figs. 1 to 5, 1 is a workbench with a pair of front and rear main elevating legs 2A, 2B in the center, and a main line (
A traveling device 4 for the rail) 3 is provided.

5 A、5 B、5 C,5Dは副昇降脚で、作業台1
の両側にそれぞれ前後一対設けてあり、これらの下端に
は揺動自在な支台6が設けられる。
5 A, 5 B, 5 C, and 5 D are sub-lifting legs, and work platform 1
A pair of front and rear supports are provided on each side of the support base 6, and a swingable support base 6 is provided at the lower end of the support bases 6.

7A、7Bは主昇降脚2A、2Bを昇降させるジヤツキ
アップ装置、8A、8B、8C,8Dは副昇降脚5A、
5B、5C,5Dを昇降させるジヤツキアップ装置で、
各昇降脚2A、2B、5A、5B、5C,5Dは各別に
昇降固定可能となる。
7A, 7B are jack up devices for raising and lowering the main lifting legs 2A, 2B, 8A, 8B, 8C, 8D are auxiliary lifting legs 5A,
A jack up device that raises and lowers 5B, 5C, and 5D.
Each of the elevating legs 2A, 2B, 5A, 5B, 5C, and 5D can be raised and lowered individually.

前記走行装置4の車輪9は、主昇降脚縦軸芯10の周り
と、該主昇降脚縦軸芯10に対して偏位した縦軸芯11
a、llbの周りで回動可能に構成しである。
The wheels 9 of the traveling device 4 are arranged around a main elevating leg vertical axis 10 and around a longitudinal axle 11 that is offset from the main elevating leg vertical axis 10.
It is configured to be rotatable around a and llb.

すなわち走行装置4は第6図〜第8図に示すように、主
昇降脚2A。
That is, the traveling device 4 has main elevating legs 2A, as shown in FIGS. 6 to 8.

2Bの下端にボールベアリング12を介して対接させた
二叉部材13と、この二叉部材13の二叉下端にボール
ベアリング14を介して対接させた一対の車輪支持台1
5と、これら車輪支持台15で支持された車輪9の車輪
軸16に連動連結すべく該車輪支持台15に取付けた走
行駆動装置17と、主昇降脚2A、2Bと三叉部材13
との間に設けた落下防止機構18と、二叉部材]3と車
輪支持台15との間に設けた落下防止機構19とからな
り、前記車輪9はボールベアリング12を介して主昇降
脚縦軸芯10の周りに回動可能となり、さらにボールベ
アリング14を介して前記主昇降縦軸芯10に対して偏
位した縦軸芯11a、llbの周りで回動可能となる。
A two-pronged member 13 is placed in contact with the lower end of the two-pronged member 13 via a ball bearing 12, and a pair of wheel supports 1 are provided in contact with the lower end of the two-pronged member 13 via a ball bearing 14.
5, a traveling drive device 17 attached to the wheel support 15 to be interlocked and connected to the wheel shaft 16 of the wheel 9 supported by the wheel support 15, the main elevating legs 2A, 2B, and the trifurcated member 13.
and a fall prevention mechanism 19 provided between the two-pronged member 3 and the wheel support base 15. It becomes possible to rotate around the axis 10, and further to rotate around the vertical axes 11a and 11b that are offset from the main vertical axis 10 through ball bearings 14.

前記支台6は第9図、第10図に示すように、巾方向に
沿った横軸20を介して副昇降脚5A、5B、5C,5
Dの下端に揺動自在に取付けてあり、地面21との間に
は補強支持材(木材)22が設けられる。
As shown in FIGS. 9 and 10, the support base 6 is connected to the sub-elevating legs 5A, 5B, 5C, 5 via a horizontal axis 20 along the width direction.
It is swingably attached to the lower end of D, and a reinforcing support material (wood) 22 is provided between it and the ground 21.

上記構成の自走式門形作業機は、余裕のある敷地か、ま
たは深夜に本線3上で組立てられる。
The self-propelled gantry type work machine having the above configuration is assembled on the main line 3 at a site with sufficient space or late at night.

そして目的地(現場)まで1走させるのであるが、この
とき第3図、第4図に示すように本線3を利用して行な
われる。
The vehicle then makes one run to the destination (site), using the main line 3 as shown in FIGS. 3 and 4.

目的地に到着後は第1図、第2図に示すように、ジヤツ
キアップ装置8A〜8Dを作動して副昇降脚5A〜5D
を下降させ、支台6を補強支持材22を介して着地させ
る。
After arriving at the destination, as shown in Figs.
is lowered, and the abutment 6 is landed on the ground via the reinforcing support member 22.

そしてジヤツキアップ装置7A、7Bを作動して主昇降
脚2A。
Then, the jack up devices 7A and 7B are activated to raise the main lifting leg 2A.

2Bを上昇させ、走行装置4の車輪9を本線3から離間
させる。
2B is raised to separate the wheels 9 of the traveling device 4 from the main line 3.

この主昇降脚2A、2B側の上昇は本線3において列車
が走行できるスペースまで行なわれ、かかる状態で本線
3に対する基礎工事が開始される。
The main elevating legs 2A and 2B are raised to a space on the main line 3 where trains can run, and in this state foundation work for the main line 3 is started.

この基礎工事に当たり両側の補強支持材22間にレベル
差があったとき、単数または複数の副昇降脚5A〜5D
を昇降させ、以って作業台1の安定をはかる。
When there is a level difference between the reinforcing supports 22 on both sides during this foundation work, one or more sub-elevating legs 5A to 5D
is raised and lowered, thereby stabilizing the workbench 1.

副昇降脚5A〜5Dを利用した範囲内での作業終了後は
、第3図、第4図に示すように、主昇降脚2A、2Bを
下降して着地させたのち副昇降脚5A〜5Dを上昇離間
させ、以って主昇降脚2A、2Bを利用して走行させる
After completing work within the range using the sub-elevating legs 5A to 5D, as shown in Figs. 3 and 4, the main elevating legs 2A and 2B are lowered and landed on the ground, and then the sub-elevating legs 5A to 5D are lowered. The main lifting legs 2A and 2B are used to move the main lifting legs 2A and 2B.

目的の作業現場に到着後は再び副昇降脚5A〜5Dを下
降して着地させ、そして主昇降脚2A、2Bを上昇し離
間させて所期の基礎工事に移る。
After arriving at the target work site, the sub-elevating legs 5A to 5D are lowered again and landed, and the main elevating legs 2A and 2B are raised and separated to move on to the intended foundation work.

かかる作業の繰返しにより漸次、基礎(高架)工事を遂
行する。
By repeating this work, the foundation (elevated) construction will be completed gradually.

前述した自走式門形作業機の走行時において本線3の間
隔Pに変化があったとき、二叉部材13が主昇降脚縦軸
芯10の周りに回動し、本線3の長さ方向に対して傾斜
することになり、以って縦軸芯11 a、11 bの間
隔を、変化した間隔Pに一致させ、さらに車輪支持台1
5が縦軸芯11 a 、11 bの周りに回動して車輪
9を本線3のレールに対して正姿勢で対向させ得る。
When the above-described self-propelled portal work machine is traveling, when there is a change in the interval P between the main lines 3, the bifurcated member 13 rotates around the vertical axis 10 of the main lifting leg, and the main line 3 is rotated in the longitudinal direction of the main line 3. Therefore, the distance between the vertical axes 11a and 11b is made to match the changed distance P, and the wheel support 1
5 rotates around the vertical axes 11 a and 11 b, allowing the wheels 9 to face the rails of the main line 3 in a normal position.

なお地面21側の支持力が強い場合には補強支持材22
は省略できる。
In addition, if the supporting force on the ground 21 side is strong, the reinforcing support material 22
can be omitted.

以上、実施例で述べた本考案によると、主昇降脚を下降
して本線に着地させることにより、各種の障害に関係な
く目的地に移動させることができ、また副昇降脚を下降
して支台を着地させると共に主昇降脚を上昇させること
により、当該目的地において所期の作業を行なうことが
できると共に列車走行を可能にでき、さらに昇降脚を各
別に昇降させることにより、本線や着地盤のレベル差な
どに迅速に対処し得て作業台を常に水平にでき、安全な
作業を期待できるのであるが、特に本考案によると、副
昇降脚の下端に支台を設けることから、この支台が着地
し得るスペースを確保するだけで所期の作業を行なうこ
とができ、例え都心部の交通過密地であったとしても確
実で安易な作業が期待できる。
As described above, according to the present invention described in the embodiments, by lowering the main lifting legs and landing on the main line, it is possible to move to the destination regardless of various obstacles, and by lowering the auxiliary lifting legs to support the vehicle. By raising the main elevating legs at the same time as landing the platform, it is possible to carry out the desired work at the destination and to enable the train to run.Furthermore, by raising and lowering the elevating legs separately, the main line and landing platform can be The work platform can be kept level at all times by quickly dealing with differences in level, etc., and safe work can be expected.In particular, according to the present invention, since a support is provided at the lower end of the sub-elevating leg, this support The desired work can be carried out simply by securing a space where the platform can land, and even if the work is in a congested area in the city center, reliable and easy work can be expected.

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

図面は本考案の一実施例を示し、第1図は副昇降脚使用
時の側面図、第2図は同正面図、第3図は主昇降脚使用
時の側面図、第4図は同正面図、第5図は平面図、第6
図は主昇降脚の要部の一部切欠正面図、第7図は同一部
切欠側面図、第8図は同平面図、第9図は副昇降脚の要
部の一部切欠側面図、第10図は同一部切欠正面図であ
る。 1・・・・・・作業台、2A、2B・・・・・・主昇降
脚、3・・・・・・本線、4・・・・・・走行装置、5
A、5 B 、5 C,5D・・・・・・副昇降脚、
6・・・・・・支台、7 A、7 B・・・・・・ジヤ
ツキアップ装置、8A、8B、8C,8D・・・・・・
ジヤツキアップ装置、22・・・・・・補強支持材。
The drawings show one embodiment of the present invention, and Fig. 1 is a side view when the sub-elevating legs are used, Fig. 2 is a front view of the same, Fig. 3 is a side view when the main elevating legs are used, and Fig. 4 is the same. Front view, Fig. 5 is a plan view, Fig. 6 is a plan view.
The figure is a partially cutaway front view of the main part of the main elevating leg, FIG. 7 is a partially cutaway side view of the same, FIG. 8 is a plan view of the same, and FIG. 9 is a partially cutaway side view of the main part of the sub-elevating leg. FIG. 10 is a partially cutaway front view of the same. 1... Workbench, 2A, 2B... Main elevating legs, 3... Main line, 4... Traveling device, 5
A, 5 B, 5 C, 5D... Sub-lifting leg,
6...Abutment, 7A, 7B...Judge up device, 8A, 8B, 8C, 8D...
Jacking up device, 22...Reinforcement support material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 作業台の中央に前後一対の主昇降脚を設けると共にその
下端に本線に対する駆動装置付の走行装置を設け、さら
に作業台の両側それぞれに前後一対の副昇降脚を設ける
と共にこれらの下端に揺動自在な支台を設け、前記昇降
脚を各別に昇降させるジヤツキアップ装置を設け、前記
副昇降脚は、主昇降脚下方を本線の列車が通過可能な高
さに作業台を保持し得る高さに構成したことを特徴とす
る自走式門形作業機。
A pair of front and rear main elevating legs are provided in the center of the workbench, and a traveling device with a drive device for the main line is provided at the lower end of the main elevating legs, and a pair of front and rear subelevating legs are provided on each side of the workbench, and the lower ends of these legs are swingable. A freely adjustable abutment is provided, and a jack-up device is provided to raise and lower each of the elevating legs separately, and the sub-elevating legs are set at a height that allows the work platform to be maintained at a height that allows trains on the main line to pass below the main elevating legs. A self-propelled gate type work machine characterized by the following configuration.
JP14086975U 1975-10-15 1975-10-15 Self-propelled gantry work machine Expired JPS5930009Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14086975U JPS5930009Y2 (en) 1975-10-15 1975-10-15 Self-propelled gantry work machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14086975U JPS5930009Y2 (en) 1975-10-15 1975-10-15 Self-propelled gantry work machine

Publications (2)

Publication Number Publication Date
JPS5253124U JPS5253124U (en) 1977-04-16
JPS5930009Y2 true JPS5930009Y2 (en) 1984-08-28

Family

ID=28620698

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14086975U Expired JPS5930009Y2 (en) 1975-10-15 1975-10-15 Self-propelled gantry work machine

Country Status (1)

Country Link
JP (1) JPS5930009Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202076A (en) * 2011-03-24 2012-10-22 Toda Constr Co Ltd Construction device of overhead viaduct and construction method of overhead viaduct

Also Published As

Publication number Publication date
JPS5253124U (en) 1977-04-16

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