JP2000230205A - Elevated track construction method and equipment - Google Patents

Elevated track construction method and equipment

Info

Publication number
JP2000230205A
JP2000230205A JP11032052A JP3205299A JP2000230205A JP 2000230205 A JP2000230205 A JP 2000230205A JP 11032052 A JP11032052 A JP 11032052A JP 3205299 A JP3205299 A JP 3205299A JP 2000230205 A JP2000230205 A JP 2000230205A
Authority
JP
Japan
Prior art keywords
girder
track
construction
erected
equipment
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.)
Withdrawn
Application number
JP11032052A
Other languages
Japanese (ja)
Inventor
Yoshiyuki Obara
由幸 小原
Shigenori Nakahara
繁則 中原
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP11032052A priority Critical patent/JP2000230205A/en
Publication of JP2000230205A publication Critical patent/JP2000230205A/en
Withdrawn legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】 【課題】 新交通システム等の高架軌道を効率的に施工
する。 【解決手段】 高架軌道1を施工するに際し、施工済み
の既設軌道の前方に新たな柱2を立設するとともに該柱
と既設軌道との間に新たな桁3を架設することで軌道を
前方に延長していく。柱材2aと桁材3aとを水平姿勢
として施工装置4に積載し、施工装置を既設軌道の下方
空間を走行させてその前方位置まで搬送し、そこで建て
起こし機材6により柱材を建て起こして立設し、揚重機
材7により桁材を上昇させて架設する。施工装置は既設
軌道の下方を走行する台車5上に、柱材を保持して建て
起こす建て起こし機材6と、桁材を保持して上昇させる
揚重機材7を搭載する。揚重機材は台車の横方向に移動
可能とする。
(57) [Summary] [Problem] To efficiently construct an elevated track such as a new transportation system. SOLUTION: When an elevated track 1 is constructed, a new pillar 2 is erected in front of the constructed existing track and a new girder 3 is erected between the pillar and the existing track to move the track forward. To be extended. The column member 2a and the girder member 3a are loaded on the construction device 4 in a horizontal posture, and the construction device is moved to a position in front of the existing track under the existing track and transported to a position in front thereof. It is erected and the girder is lifted by the lifting equipment 7 and erected. The construction apparatus mounts on a bogie 5 traveling below the existing track, a erection equipment 6 for holding and erecting the column material, and a lifting equipment 7 for holding and raising the girder material. Lifting equipment can be moved in the lateral direction of the bogie.

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、たとえば新交通シ
ステムにおける高架軌道を施工する際に適用して好適な
施工方法とそのための施工装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method and a construction apparatus suitable for use when constructing an elevated track in a new transportation system, for example.

【0002】[0002]

【従来の技術】近年、都市域の道路は激しい交通渋滞が
慢性化しているため、その緩和、解消を目的として、十
名程度の定員の小型車両をガイドレールにより案内して
完全自動運転する形式の比較的簡便な公共交通システ
ム、いわゆる新交通システムが各地で計画されつつあ
る。
2. Description of the Related Art In recent years, intense traffic congestion has become chronic on roads in urban areas. For the purpose of alleviating or eliminating such traffic congestion, small vehicles with a capacity of about 10 people are guided by guide rails and fully automatically driven. A relatively simple public transportation system, so-called new transportation system, is being planned in various places.

【0003】[0003]

【発明が解決しようとする課題】ところで、新交通シス
テムを計画するに際しては、その軌道であるガイドレー
ルの敷設用地を新たに確保することは困難であることが
多いため、ガイドレールを既存の道路上の空間たとえば
中央分離帯の上方空間を利用してそこに高架軌道として
設けることが一般的である。しかし、既存道路上に高架
軌道を設ける工事を行うためには道路上からのクレーン
による作業が中心となるため、道路交通規制を行うこと
が不可欠であり、しかも大都市の幹線道路等においては
十分に交通規制を行うことが困難な場合も多い。そのた
め交通規制をできるだけ必要とせずに高架軌道を施工し
得る有効な方策の開発が急務であるとされていた。
When planning a new transportation system, it is often difficult to secure a new site for laying the guide rail, which is the track of the new transportation system. It is common to utilize an upper space, for example, a space above a median strip, and to provide an elevated track there. However, in order to construct an elevated track on an existing road, work with a crane from the road is the center, so it is essential to regulate road traffic, and it is not sufficient for arterial roads in large cities. In many cases, it is difficult to regulate traffic. Therefore, it was urgently necessary to develop an effective measure for constructing an elevated track with as little traffic regulation as possible.

【0004】[0004]

【課題を解決するための手段】上記事情に鑑み、請求項
1の発明の施工方法は、柱を所定間隔で立設してそれら
柱の上端相互間に桁を架設してなる高架軌道を施工する
に際して、施工済みの既設軌道の前方に新たな柱を立設
するとともに該柱と既設軌道との間に新たな桁を架設す
ることで施工するべき高架軌道を順次前方に延長してい
くこととし、新たな柱の立設と新たな桁の架設を行うに
当たっては、柱材および桁材をいずれも水平姿勢として
施工装置に積載し、該施工装置を既設軌道の下方を走行
せしめてその前方に配置し、そこで前記施工装置に搭載
した建て起こし機材により前記柱材を建て起こして立設
した後、前記施工装置に搭載した揚重機材により前記桁
材を上昇せしめて前記柱材と既設軌道との間に架設する
ようにしたものである。
SUMMARY OF THE INVENTION In view of the above circumstances, the construction method according to the first aspect of the present invention is to construct an elevated track in which columns are erected at predetermined intervals and a girder is erected between the upper ends of the columns. Erecting an elevated track to be constructed sequentially by erecting a new pillar in front of the installed existing track and installing a new girder between the pillar and the existing track. When erecting a new column and erection of a new girder, both the column material and the girder material are loaded on the construction equipment in a horizontal posture, and the construction equipment is run below the existing track and in front of it. After the column material is erected and erected by the erection equipment mounted on the construction device, the girder material is lifted by the lifting equipment mounted on the construction device, and the column material and the existing track are lifted. Is to be installed between That.

【0005】請求項2の発明は、請求項1記載の高架軌
道施工方法において使用する施工装置であって、前記柱
材および前記桁材を積載して走行する台車上に、前記柱
材を水平姿勢として保持するとともに建て起こす建て起
こし機材と、前記桁材を水平姿勢として保持するととも
に上昇させる揚重機材とを搭載してなるものである。
According to a second aspect of the present invention, there is provided a construction apparatus used in the elevated track construction method according to the first aspect, wherein the column material is horizontally placed on a bogie on which the column material and the girder material are loaded and travels. A lifting device that holds and raises the girder material while maintaining and raising the girder material in a horizontal position is mounted.

【0006】請求項3の発明は、請求項2の発明の施工
装置において、前記揚重機材を前記台車の走行方向に直
交する水平方向に移動可能に搭載してなるものである。
According to a third aspect of the present invention, in the construction apparatus according to the second aspect of the present invention, the lifting equipment is mounted so as to be movable in a horizontal direction orthogonal to a traveling direction of the bogie.

【0007】[0007]

【発明の実施の形態】図1〜図3は本発明の実施形態を
示すものである。本実施形態の施工対象である高架軌道
1は新交通システムのガイドレールとなるもので、一定
間隔で立設された柱2と、それら柱2の上端間に架設さ
れた桁3とにより構成され、桁3自体をガイドレールと
してそこを車両が走行するものである。
1 to 3 show an embodiment of the present invention. The elevated track 1 to be constructed according to the present embodiment serves as a guide rail of a new transportation system, and includes columns 2 erected at regular intervals and a girder 3 erected between upper ends of the columns 2. , And the vehicle travels on the girder 3 itself as a guide rail.

【0008】本実施形態の施工方法は、施工済みの既設
軌道の前方に新たな柱2を立設するとともにその柱2と
既設軌道との間に新たな桁3を架設することで高架軌道
1を順次前方に延長していくことを基本とする。そし
て、既設軌道の前方に新たな柱2の立設と新たな桁3の
架設を行うに当たっては、柱2となる柱材2aと桁3と
なる桁材3aとをいずれも水平姿勢として施工装置4に
積載し、その施工装置4を既設軌道の下方空間を走行さ
せて既設軌道の前方位置まで搬送し、そこで施工装置4
に搭載してある機材により柱材2aの立設と桁材3aの
架設を行う。
The construction method according to the present embodiment is characterized in that a new pillar 2 is erected in front of an existing track already constructed and a new girder 3 is erected between the pillar 2 and the existing track. Is basically extended forward. When a new pillar 2 is to be erected and a new girder 3 is to be erected in front of the existing track, the column 2a to be the pillar 2 and the girder 3a to be the girder 3 are both set in a horizontal posture. 4 and transports the construction device 4 to a position in front of the existing track by traveling the space below the existing track.
The column member 2a is erected and the girder member 3a is erected by the equipment mounted on the vehicle.

【0009】上記施工装置4は、既設軌道の下方を自走
する台車5上に、柱材2aを水平姿勢で保持するととも
にそれを前方に転回させて建て起こす建て起こし機材と
しての油圧ジャッキ6と、桁材3aを水平姿勢で保持し
てそれを上昇させる揚重機材としての2本の油圧ジャッ
キ7を搭載しているものである。なお、揚重機材として
の2本の油圧ジャッキ7は台車5の幅方向(走行方向に
直交する水平方向、図において紙面に直交する方向)に
移動可能とされていて、それらが保持している桁材3a
の横方向の位置決めを行い得るものとされている。
[0009] The construction device 4 is provided with a hydraulic jack 6 as a erection device for holding the column member 2a in a horizontal position and turning it forward to build it on a trolley 5 which runs below the existing track. And two hydraulic jacks 7 as lifting equipment for holding the girder member 3a in a horizontal position and raising it. The two hydraulic jacks 7 serving as lifting equipment are movable in the width direction of the bogie 5 (horizontal direction perpendicular to the traveling direction, direction perpendicular to the plane of the drawing), and are held by them. Girder material 3a
Can be positioned in the lateral direction.

【0010】上記の施工装置4を用いて既設軌道を前方
に延長する作業を行うには、作業基地において柱材2a
と桁材3aとを施工装置4に積載し、施工装置4を既設
軌道の下方空間を走行させて図1に示すように既設軌道
の前方に導き、そこで停止させる。なお、新たな柱2を
立設するための基礎8は先行施工しておく。
[0010] In order to perform the work of extending the existing track forward using the above-described construction apparatus 4, the pillar 2a is required to be installed at the work base.
The beam and the girder 3a are loaded on the construction device 4, and the construction device 4 is caused to travel in the space below the existing track, guided to the front of the existing track as shown in FIG. 1, and stopped there. In addition, the foundation 8 for erecting the new pillar 2 is constructed in advance.

【0011】施工装置4を既設軌道の前方位置に停止さ
せた状態で、油圧ジャッキ6を操作して柱材2aを建て
起こし、必要に応じて台車5の位置を前後に調整して、
図2に示すように柱材2aを基礎8上に立設、定着す
る。これにより、新たな柱2が立設される。
With the construction device 4 stopped at a position in front of the existing track, the hydraulic jack 6 is operated to erect the pillar 2a, and the position of the bogie 5 is adjusted back and forth as necessary.
As shown in FIG. 2, the pillar 2a is erected and fixed on the foundation 8. Thereby, a new pillar 2 is erected.

【0012】次に、図3に示すように油圧ジャッキ7を
操作して桁材3aを上昇させるとともに、油圧ジャッキ
7を台車5に対して横方向に移動させ、必要に応じて台
車5を前後に移動させて位置決めを行い、先に立設した
新たな柱2と既設軌道との間に桁材3aを新たな桁3と
して架設する。
Next, as shown in FIG. 3, the girder 3a is raised by operating the hydraulic jack 7, and the hydraulic jack 7 is moved laterally with respect to the bogie 5, and the bogie 5 is moved back and forth as necessary. Then, the beam 3a is erected as a new girder 3 between the new pillar 2 erected earlier and the existing track.

【0013】上記施工方法によれば、新たな柱2の立設
と新たな桁3の架設に係わる作業の大半を、施工するべ
き高架軌道1の下方において行うことができ、かつ、柱
材2aと桁材3aの搬送も既設軌道の下方空間を利用し
て施工装置4により行うので、従来のようにクレーンを
用いての地上からの作業を大幅に軽減あるいは殆ど無く
すことができ、したがって高架軌道1を道路上に設ける
場合にも周辺道路の交通規制を最小限度に軽減すること
が可能である。また、柱材2aを建て起こして基礎8に
定着することのみで柱2の立設が可能であり、桁材3a
を上昇させることのみで新たな桁3を架設できるので、
仮設工事が不要であって施工性に優れ、工期短縮と工費
削減を図ることができる。
According to the above construction method, most of the work related to the erecting of the new column 2 and the erection of the new girder 3 can be performed below the elevated track 1 to be constructed, and the column material 2a And the beam 3a are also transported by the construction device 4 using the space below the existing track, so that work from the ground using a crane can be greatly reduced or almost eliminated as in the prior art. Even when the device 1 is provided on a road, it is possible to minimize traffic restrictions on surrounding roads. In addition, the pillar 2 can be erected only by erecting the pillar 2a and fixing it to the foundation 8;
Can be erected just by raising the
Temporary work is not required and the workability is excellent, and the construction period can be shortened and the construction cost can be reduced.

【0014】なお、施工装置4の構成は柱材2aや桁材
3aの寸法や形態に応じて適宜の変更を行えば良い。た
とえば、建て起こし機材や揚重機材としては油圧ジャッ
キ6,7によるものに限らず他の形式のものも採用可能
であるし、揚重機材のみならず建て起こし機材も台車の
横方向に移動可能として柱材の建て起こしの際にその横
方向の位置決めを行い得るように構成しても良い。さら
に、施工装置は自走可能なものが好ましいが、牽引等に
より走行するものでも良いし、必要であれば仮設の走行
軌道により施工装置を案内するように構成しても良い。
The construction of the construction apparatus 4 may be appropriately changed according to the dimensions and form of the pillar 2a and the girder 3a. For example, the lifting equipment and lifting equipment are not limited to those using the hydraulic jacks 6 and 7, but other types can be adopted. In addition to the lifting equipment, the lifting equipment can be moved in the lateral direction of the bogie. It may be configured so that the lateral positioning can be performed when erecting the pillar material. Further, the construction apparatus is preferably a self-propelled one, but may be one that travels by traction or the like, or may be configured to guide the construction apparatus by a temporary traveling track if necessary.

【0015】また、本発明は、施工対象の高架軌道1の
構造が比較的簡便である新交通システムに適用すること
が最適であるが、同様の構造の高架軌道であれば新交通
システムに限ることなく他にも適用することが可能であ
る。
The present invention is optimally applied to a new transportation system in which the structure of the elevated track 1 to be constructed is relatively simple, but is limited to the new transportation system if the elevated track 1 has the same structure. It is possible to apply other without.

【0016】[0016]

【発明の効果】請求項1の発明の施工方法は、既設軌道
の下方を走行する施工装置に柱材と桁材とを積載して既
設軌道の前方位置まで搬送し、そこで柱材を建て起こし
機材により建て起こして立設し、桁材を揚重機材により
上昇させて架設するので、柱の立設と桁の架設に係わる
作業の大半を施工するべき高架軌道の直下において行う
ことができ、かつ、柱材と桁材の搬送も既設軌道の下方
空間を利用して行うので、従来のようにクレーンを用い
ての地上からの作業を大幅に軽減あるいは殆ど無くすこ
とができ、したがって高架軌道を道路上に設ける場合に
も交通規制を最小限度に軽減することが可能であり、新
交通システム等における比較的簡便な高架軌道を施工す
る際に最適である。
According to the construction method of the first aspect of the present invention, a column material and a girder material are loaded on a construction device traveling below an existing track and transported to a position in front of the existing track, where the column material is erected. Since it is erected and raised by equipment, the girder material is lifted by lifting equipment and erected, most of the work related to column erection and girder erection can be performed directly under the elevated track to be constructed, In addition, since the transport of columns and girders is also performed using the space below the existing track, work from the ground using a crane can be greatly reduced or almost eliminated as in the past, and thus elevated tracks can be used. Even when installed on a road, traffic regulations can be reduced to a minimum, which is optimal when a relatively simple elevated track in a new transportation system or the like is constructed.

【0017】請求項2の発明の施工装置は、柱材および
桁材を積載して走行する台車上に、柱材を水平姿勢とし
て保持するとともに建て起こす建て起こし機材と、桁材
を水平姿勢として保持するとともに上昇させる揚重機材
を搭載してなるものであるから、柱材と桁材の搬送とそ
れらの立設作業、架設作業をこの施工装置のみで行うこ
とが可能であり、上記方法を実施する際に使用して好適
である。
According to a second aspect of the present invention, there is provided a construction apparatus for holding a column member in a horizontal position on a trolley on which a column member and a girder member are loaded and traveling, and erecting the column member and a girder member in a horizontal position. Since it is equipped with lifting equipment that holds and raises, it is possible to transport column materials and girder materials and to work on their standing and erection work only with this construction equipment. It is suitable for use when performing.

【0018】請求項3の発明の施工装置は、揚重機材を
台車の走行方向に直交する水平方向に移動可能としてい
るので、桁材の架設に際してその横方向の位置決めを容
易に行い得る。
In the construction apparatus according to the third aspect of the present invention, since the lifting equipment can be moved in the horizontal direction orthogonal to the traveling direction of the bogie, the lateral positioning of the girder can be easily performed when the girder is erected.

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

【図1】 本発明の実施形態を説明する図であって、施
工装置を既設軌道の前方位置に配置した状態を示す図で
ある。
FIG. 1 is a diagram illustrating an embodiment of the present invention, and is a diagram illustrating a state in which a construction device is arranged at a position in front of an existing track.

【図2】 同、柱材を建て起こした状態を示す図であ
る。
FIG. 2 is a view showing a state in which a pillar is erected.

【図3】 同、桁材を架設した状態を示す図である。FIG. 3 is a diagram showing a state in which a girder member is erected.

【符号の説明】[Explanation of symbols]

1 高架軌道 2 柱 2a 柱材 3 桁 3a 桁材 4 施工装置 5 台車 6 油圧ジャッキ(建て起こし機材) 7 油圧ジャッキ(揚重機材) Reference Signs List 1 elevated track 2 pillar 2a pillar material 3 girder 3a girder material 4 construction equipment 5 bogie 6 hydraulic jack (building equipment) 7 hydraulic jack (lifting equipment)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 柱を所定間隔で立設してそれら柱の上端
相互間に桁を架設してなる高架軌道を施工するに際し
て、施工済みの既設軌道の前方に新たな柱を立設すると
ともに該柱と既設軌道との間に新たな桁を架設すること
で施工するべき高架軌道を順次前方に延長していくこと
とし、 新たな柱の立設と新たな桁の架設を行うに当たっては、
柱材および桁材をいずれも水平姿勢として施工装置に積
載し、該施工装置を既設軌道の下方を走行せしめてその
前方に配置し、そこで前記施工装置に搭載した建て起こ
し機材により前記柱材を建て起こして立設した後、前記
施工装置に搭載した揚重機材により前記桁材を上昇せし
めて前記柱材と既設軌道との間に架設することを特徴と
する高架軌道施工方法。
When constructing an elevated track having pillars erected at predetermined intervals and a girder between the upper ends of the pillars, a new pillar is erected in front of the already-constructed existing track. An elevated track to be constructed is to be extended sequentially by constructing a new girder between the pillar and the existing track, and in erection of a new pillar and construction of a new girder,
Both the column material and the girder material are loaded on the construction equipment in a horizontal posture, the construction equipment is moved under the existing track and arranged in front of the construction equipment, and the column material is mounted there by the erection equipment mounted on the construction equipment. An elevated track construction method, comprising: erecting and standing, raising the girder by a lifting machine mounted on the construction device, and erection between the column and an existing track.
【請求項2】 請求項1記載の高架軌道施工方法におい
て使用する施工装置であって、 前記柱材および前記桁材を積載して走行する台車上に、
前記柱材を水平姿勢として保持するとともに建て起こす
建て起こし機材と、前記桁材を水平姿勢として保持する
とともに上昇させる揚重機材とを搭載してなることを特
徴とする高架軌道施工装置。
2. A construction apparatus used in the method of constructing an elevated track according to claim 1, wherein a bogie on which the column material and the girder material are loaded and travels,
An elevated track construction apparatus, comprising: an erecting device that holds and raises the column material while maintaining it in a horizontal position; and a lifting device that holds and raises the girder material in a horizontal position.
【請求項3】 請求項2記載の施工装置であって、前記
揚重機材を前記台車の走行方向に直交する水平方向に移
動可能に搭載してなることを特徴とする高架軌道施工装
置。
3. The elevated track construction apparatus according to claim 2, wherein the lifting equipment is mounted movably in a horizontal direction perpendicular to a traveling direction of the bogie.
JP11032052A 1999-02-09 1999-02-09 Elevated track construction method and equipment Withdrawn JP2000230205A (en)

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