JP2749807B2 - Mobile three-dimensional road - Google Patents

Mobile three-dimensional road

Info

Publication number
JP2749807B2
JP2749807B2 JP62148412A JP14841287A JP2749807B2 JP 2749807 B2 JP2749807 B2 JP 2749807B2 JP 62148412 A JP62148412 A JP 62148412A JP 14841287 A JP14841287 A JP 14841287A JP 2749807 B2 JP2749807 B2 JP 2749807B2
Authority
JP
Japan
Prior art keywords
dimensional road
road
main bridge
bridge
dimensional
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 - Fee Related
Application number
JP62148412A
Other languages
Japanese (ja)
Other versions
JPS63312401A (en
Inventor
明彦 皆木
正行 石川
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP62148412A priority Critical patent/JP2749807B2/en
Publication of JPS63312401A publication Critical patent/JPS63312401A/en
Application granted granted Critical
Publication of JP2749807B2 publication Critical patent/JP2749807B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は,橋梁あるいは高架道路等の橋梁構造部材の
取り換え補修工事等に適用される移動式立体道路に関す
る。 〔従来の技術〕 従来,橋梁あるいは高架道路等の橋梁構造部材の取り
換え補修工事等においては,工事区間を通行止めとし,
う回路を設置して対処していた。 また,従来の移動式立体道路を使用した場合は,道路
構成単位体は移動時に長さを制限されるため,道路構成
単位体の長さを越える作業空間を形成することはでき
ず,橋梁構造部材の取り換え等大規模な工事には使用す
ることはできなかった。 〔発明が解決しようとする課題〕 従来,橋梁あるいは高架道路等の橋梁構造部材(橋
桁,床板など)の取り換え等の補修工事は,あらかじめ
う回路を設置して実施されていたが,近年の交通量の増
大及び都市部でう回路の設置が極めて困難なことから,
道路混雑を招く問題があった。さらに,高速道路ではう
回路の設置はさらに困難であり,幹線の高架道路では交
通量が多いため,通行止を行うこともできないという問
題があった。また,従来の移動式立体道路では,その移
動に長さが制限されるため,立体道路構成単位体より長
い工事区域に対応することができないという課題があっ
た。 本発明は,このような従来技術の課題を解消すること
を目的としたものである。 〔課題を解決するための手段〕 本発明による移動式立体道路は,橋梁あるいは道路等
の上に設置可能な移動式立体道路であって,本橋部と該
本橋部の両端部に下り勾配状に連設されるアプローチ部
とによってなるものにおいて,前記本橋部は,複数の立
体道路構成単位体を結合することによって形成し,前記
複数の立体道路構成単位体それぞれにはね上げ可能な支
持脚を設けるとともに,前記本橋部の両端には加えて別
のはね上げ可能な前記本橋部を支持する支持脚を設け
る。 〔作用〕 本発明は,上記したように,橋梁あるいは道路等の上
に設置可能な移動式立体道路であって,本橋部と該本橋
部の両端部に下り勾配状に連設されるアプローチ部とに
よってなるものにおいて,本橋部は,複数の立体道路構
成単位体を結合することによって形成し,該複数の立体
道路構成単位それぞれにはね上げ可能な支持脚を設ける
とともに,前記本橋部の両端には加えて別のはね上げ可
能な前記本橋部を支持する支持脚を設けたことにより,
橋梁構造部材の取り換え等の広い区域にわたる工事が,
車両通行止めをすることなく行え,従来のようにう回路
の設置が不要となるとともに,立体道路構成単位体の長
さよりも大きな作業空間を形成することができる。 また,立体道路の設置,解体時においても,2車線以上
の道路ならば1車線規制だけでよく,完全通行止めを行
わなくてよい。 〔実施例〕 本発明の一実施例としての移動式立体道路を第1図乃
至第17図に基づいて説明する。 第1図,第2図及び第3図において,1は本橋部を構成
する立体道路構成単位体,2はアプローチ部を構成する立
体道路構成単位体,3は本橋部支持脚,4と4′は立体道路
構成単位体支持脚,5は単純鋼床板直線箱桁,6は床板,7は
既設橋梁,7′は既設橋梁取り換え部(工事部)を示す。 本橋部は,単純鋼床板直線箱桁5によって形成された
立体道路構成単位体1が複数配置され,これらがテーパ
ピン21により結合され,前記各々の立体道路構成単位体
1の両端には立体道路構成単位体支持脚4′がはね上げ
可能に設けられているとともに,全体としての両端には
これに加えて別のはね上げ可能な本橋部支持脚3が設け
られている。一方,アプローチ部を構成する立体道路構
成単位体2には立体第路構成単位体支持脚4が取り付け
られている。 第4図乃至第7図に本橋部支持脚3並びに立体道路構
成単位体支持脚4′の構成を示す。図示するように,本
橋部には本橋部全体を支持するための本橋部支持脚3が
取り付けられており,同支持脚3は第5図に示すように
道路幅方向に複数の支持脚を一体化した構造をなし,単
純鋼床板直線箱桁5に取り付けられたシャフト12とアー
ム14に連結されている。単純鋼床板直線箱桁5内には第
6図に示すようにパワーシリンダ11が設けられており,
その出力軸はアーム13を介してシャフト12に連結されて
いる。パワーシリンダ11の作動により本橋部支持脚3は
シャフト12を中心として第4図に示すように矢印方向へ
のはね上げが可能である。 本橋部支持脚接地部3′は,第5図及び第6図に示す
ように本橋部支持脚3と凹凸嵌合構造を介して連結され
ており,パワーシリンダ15によって道路幅方向にスライ
ド可能で,既設橋梁側の桁スパンに応じて支持スパンを
調整することができる。なお,当該本橋部支持脚接地部
3′はボギー台車構造となっているため,本橋部支持脚
3の荷重を分散支持することができる。 立体道路構成単位体支持脚4′は,第7図に示すよう
にシャフト17に取り付けられており,パワーシリンダ19
の作動がアーム18を介してシャフト17に伝達されること
により,第4図に示した矢印方向にはね上げ可能であ
る。また,各立体道路構成単位体支持脚4′にはアーム
33を介してパワーシリンダ20が取り付けられており,同
パワーシリンダ20の作動により前記支持脚4′は道路幅
方向に移動可能である。 第8図は,立体道路構成単位体1の結合方法について
示したものである。結合する立体道路構成単位体1各々
には,テーパ穴を有し互いにかみ合う凹凸部30,31が設
けられており,これら凹凸部30,31がかみ合った状態で
パワーシリンダ29で作動するテーパピン21を前記テーパ
穴に挿入することにより互いに結合される。なお,テー
パピン21に図示しない駆動機械により安全ロック用のキ
ー22を挿入することにより当該結合はロックされる。 第9図は,拡幅床板の概要を示す。拡幅床板24はヒン
ジピン25を介して立体道路構成単位体1の床板6下部に
回転自在に取り付けられており,パワーシリンダ27の作
動によりアーム26を介してはね上げられる。拡幅床板24
端部にピン34により取り付けられた高欄10を固定して本
橋部の道路幅員を確保する。アーム28は拡幅床板24を案
内及び支持するものである。 第10図乃至第17図によって移動式立体道路の設置手順
を示す。移動式立体道路を構成する本橋部及びアプロー
チ部の各立体道路構成単位体1,2を搬送用トレーラ23に
搭載し,設置する既設橋梁7上へ搬送する。現地到着
後,アプローチ部の立体道路単位体2から据え付け,そ
の後既設橋梁取り換え部(工事部)7′を跨ぐ形に本橋
部の各立体道路構成単位体1を据えつける。なお,各立
体道路構成単位体1は前述したようにテーパピン21によ
って互いに結合される。(第11図乃至第16図)本橋部の
結合完了後,立体道路構成単位体支持脚4′をはね上げ
て本橋部両端の本橋部支持脚3による支持とする。(第
17図)さらに,本橋部の片端部の立体道路構成単位体1
にアプローチ部を構成する立体道路構成単位体2を連結
して立体道路を形成する。 据え付け完了後,同立体道路への車両の通行を開始す
る。 2車線以上の車線で構成される橋梁,高速道路におい
ては,移動式立体道路は設置される1車線のみ通行規制
して設置され,その他の車線を規制する必要はない。 〔発明の効果〕 本発明によれば,近年都市部における交通量の増大及
び道路の高架化の増加が進む中で,高架道路の橋梁構造
部材の補修工事等によるう回路の設置が極めて困難且つ
道路混雑の要因となっていたことを解消できるもので,
本橋部と該本橋部の両端部に下り勾配状に連設されるア
プローチ部とによってなるものにおいて,本橋部は,複
数の立体道路構成単位体を結合することによって形成
し,該複数の立体道路構成単位それぞれにはね上げ可能
な支持脚を設けるとともに,前記本橋部の両端には加え
て別のはね上げ可能な前記本橋部を支持する支持脚を設
けたことにより,橋梁構造部材の取り換え等の広い区域
にわたる工事が,車両通行止めをすることなく行え,従
来のようにう回路の設置が不要となるとともに,立体道
路構成単位体の長さよりも大きな作業空間を形成するこ
とができ,広い区域での補修工事が可能となるとともに
従来方法によるう回路の設置が不要となり,車線減少す
ることなく通過可能なため,道路混雑を回避することが
できる。さらに,その設置及び解体時において2車線以
上の道路では1車線規制だけでよく完全通行止めを行う
必要がなくなる。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a mobile three-dimensional road applied to replacement and repair work of bridge structural members such as bridges and elevated roads. [Prior art] Conventionally, in the replacement and repair work of bridge structural members such as bridges and elevated roads, construction sections are closed.
A circuit was installed to deal with this. In addition, when a conventional mobile three-dimensional road is used, the length of the road component unit is limited when moving, so that a work space exceeding the length of the road component unit cannot be formed, and the bridge structure is not provided. It could not be used for large-scale construction such as replacement of components. [Problems to be solved by the invention] Conventionally, repair work such as replacement of bridge structural members (bridge girder, floor plate, etc.) such as bridges and elevated roads has been carried out by installing a circuit in advance, but in recent years traffic Because of the increasing volume and the difficulty of installing circuits in urban areas,
There was a problem that caused road congestion. Furthermore, it is more difficult to install a circuit on a highway, and there is a problem that it is not possible to close a road on an elevated highway because of the heavy traffic. In addition, the conventional mobile multi-story road has a problem that it cannot cope with a construction area longer than the multi-story road constituent unit because the length of the movement is limited. An object of the present invention is to solve such a problem of the related art. [Means for Solving the Problems] The movable three-dimensional road according to the present invention is a movable three-dimensional road that can be installed on a bridge or a road, etc., and has a downward slope between the main bridge and both ends of the main bridge. The main bridge section is formed by connecting a plurality of three-dimensional road constituent units, and each of the plurality of three-dimensional road constituent units is provided with a support leg which can be flipped up. In addition, at both ends of the main bridge portion, support legs for supporting the main bridge portion, which can be lifted, are provided. [Operation] As described above, the present invention relates to a movable three-dimensional road that can be installed on a bridge or a road, and the like, and an approach section that is connected to both ends of the main bridge in a downwardly sloped manner. The main bridge is formed by connecting a plurality of three-dimensional road constituent units, and each of the plurality of three-dimensional road constituent units is provided with a support leg that can be lifted up, and both ends of the main bridge are provided at both ends of the main bridge. In addition, by providing another support leg that supports the main bridge that can be lifted,
Construction work over a wide area, such as replacement of bridge structural members,
This can be performed without stopping the vehicle, eliminating the need for installation of a circuit as in the related art, and forming a work space larger than the length of the three-dimensional road constituent unit. In addition, even when a three-dimensional road is installed or dismantled, if the road has two or more lanes, only one lane regulation is required, and it is not necessary to completely block traffic. Embodiment A mobile three-dimensional road as one embodiment of the present invention will be described with reference to FIGS. 1, 2 and 3, 1 is a three-dimensional road component unit constituting the main bridge, 2 is a three-dimensional road component unit constituting the approach portion, 3 is a main bridge support leg, and 4 and 4 ′. Indicates a support leg for a unit of a three-dimensional road unit, 5 indicates a straight box girder of a simple steel floor plate, 6 indicates a floor plate, 7 indicates an existing bridge, and 7 'indicates an existing bridge replacement part (construction part). In the main bridge section, a plurality of three-dimensional road constituent units 1 formed by a simple steel floor plate straight box girder 5 are arranged, these are connected by taper pins 21, and both ends of each of the three-dimensional road constituent units 1 are connected to a three-dimensional road constituent unit. A unit body supporting leg 4 'is provided so as to be able to be lifted up, and another main bridge supporting leg 3 which is able to be lifted up is provided at both ends as a whole. On the other hand, a three-dimensional road constituent unit supporting leg 4 is attached to the three-dimensional road constituent unit 2 constituting the approach portion. FIGS. 4 to 7 show the construction of the main bridge support leg 3 and the three-dimensional road constituent unit support leg 4 '. As shown in the figure, a main bridge support leg 3 for supporting the entire main bridge is attached to the main bridge, and the support leg 3 is formed by integrating a plurality of support legs in the width direction of the road as shown in FIG. It has a simplified structure, and is connected to a shaft 12 and an arm 14 mounted on a straight box girder 5 of a simple steel floor plate. A power cylinder 11 is provided in the straight box girder 5 as shown in FIG.
The output shaft is connected to the shaft 12 via the arm 13. By operating the power cylinder 11, the main bridge support leg 3 can be flipped up in the direction of the arrow around the shaft 12 as shown in FIG. The main bridge support leg grounding portion 3 'is connected to the main bridge support leg 3 via an uneven fitting structure as shown in FIGS. 5 and 6, and can be slid in the road width direction by the power cylinder 15. The support span can be adjusted according to the girder span of the existing bridge. Since the main bridge support leg grounding portion 3 'has a bogie bogie structure, the load of the main bridge support leg 3 can be distributed and supported. The three-dimensional road constituent unit supporting leg 4 'is mounted on a shaft 17 as shown in FIG.
Is transmitted to the shaft 17 via the arm 18 so that it can be flipped up in the direction of the arrow shown in FIG. Also, an arm is provided on each three-dimensional road constituent unit supporting leg 4 '.
The power cylinder 20 is attached via 33, and the operation of the power cylinder 20 allows the support leg 4 'to move in the width direction of the road. FIG. 8 shows a method of connecting the three-dimensional road constituent unit 1. Each of the three-dimensional road constituent unit bodies 1 to be connected is provided with concave and convex portions 30 and 31 having a tapered hole and engaging with each other, and a taper pin 21 operated by a power cylinder 29 in a state where the concave and convex portions 30 and 31 are engaged. By being inserted into the tapered holes, they are connected to each other. The connection is locked by inserting a key 22 for safety lock into the taper pin 21 by a driving machine (not shown). FIG. 9 shows an outline of the widened floorboard. The widened floor plate 24 is rotatably attached to the lower part of the floor plate 6 of the three-dimensional road constituent unit 1 via hinge pins 25, and is flipped up through an arm 26 by the operation of a power cylinder 27. Widened floorboard 24
The railing 10 attached to the end by the pin 34 is fixed to secure the road width of the main bridge. The arm 28 guides and supports the widened floor plate 24. FIGS. 10 to 17 show a procedure for installing a movable three-dimensional road. The three-dimensional road constituent units 1 and 2 of the main bridge portion and the approach portion constituting the movable three-dimensional road are mounted on the transport trailer 23 and transported onto the existing bridge 7 to be installed. After arriving at the site, the three-dimensional road unit 2 of the main bridge part is installed so as to straddle the existing bridge replacement part (construction part) 7 '. The three-dimensional road constituent units 1 are connected to each other by the tapered pins 21 as described above. (FIGS. 11 to 16) After the connection of the main bridge is completed, the support legs 4 'for the three-dimensional road constituent unit are flipped up to be supported by the main bridge support legs 3 at both ends of the main bridge. (No.
Fig. 17) In addition, a solid road component unit 1 at one end of the main bridge
The three-dimensional road constituent units 2 constituting the approach part are connected to each other to form a three-dimensional road. After the installation is completed, traffic of vehicles on the same three-dimensional road will be started. On a bridge or an expressway composed of two or more lanes, the movable three-dimensional road is installed with only one lane in which traffic is restricted, and there is no need to regulate the other lanes. [Effects of the Invention] According to the present invention, it is extremely difficult to install a circuit by repair work of bridge structural members of an elevated road, etc., in recent years, as traffic volume and road elevation in an urban area are increasing. It can eliminate the cause of road congestion,
In a bridge comprising a main bridge portion and approach portions continuously connected to both ends of the main bridge portion in a downward gradient, the main bridge portion is formed by connecting a plurality of three-dimensional road constituent units, and the plurality of three-dimensional road portions are formed. Each of the structural units is provided with a support leg that can be lifted, and at both ends of the main bridge portion, in addition to the support legs that support the main bridge portion that can be lifted, a large area such as replacement of bridge structural members is provided. Work can be performed without stopping vehicles, eliminating the need for installation of conventional circuits, as well as creating a work space larger than the length of the three-dimensional road component unit, and repairing large areas. Construction becomes possible, and the installation of a circuit according to the conventional method becomes unnecessary, and traffic can be passed without decreasing lanes, so that road congestion can be avoided. In addition, when installing and dismantling, roads with two or more lanes need only be restricted to one lane, and there is no need to completely block traffic.

【図面の簡単な説明】 第1図乃至第17図は本発明の一実施例としての移動式立
体道路を示し,第1図は側面図,第2図は平面図,第3
図は第1図のIII−III断面図,第4図は本橋部の側面
図,第5図は第4図のV−V断面図,第6図は第5図の
VI−VI断面図,第7図は第4図のVII−VII断面図,第8
図は立体道路構成単位体の結合装置の正面図,第9図は
拡幅床板の概要図,第10図乃至第17図は移動式立体道路
の設置手順を示す側面図である。 1……立体道路構成単位体 2……立体道路構成単位体 3……本橋部支持脚 4,4′……立体道路構成単位体支持脚 5……単純鋼床板直線箱桁 6……床板 7……既設橋梁 7……既設橋梁取り換え部
BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1 to 17 show a movable three-dimensional road as an embodiment of the present invention, FIG. 1 is a side view, FIG. 2 is a plan view, and FIG.
The figure is a sectional view taken along the line III-III of FIG. 1, FIG. 4 is a side view of the main bridge, FIG. 5 is a sectional view taken along the line VV of FIG. 4, and FIG.
VI-VI sectional view, FIG. 7 is a VII-VII sectional view of FIG. 4, FIG.
Fig. 9 is a front view of a connecting device for a three-dimensional road constituent unit, Fig. 9 is a schematic view of a widened floor panel, and Figs. 1 ... three-dimensional road structural unit body 2 ... three-dimensional road structural unit body 3 ... main bridge support legs 4, 4 '... three-dimensional road structural unit body support legs 5 ... simple steel floor plate straight box girder 6 ... floor plate 7 …… Existing bridge 7 …… Existing bridge replacement section

Claims (1)

(57)【特許請求の範囲】 1.橋梁あるいは道路等の上に設置可能な移動式立体道
路であって,立体道路を構成する本橋部と,該本橋部の
両端部に下り勾配状に連設され立体道路を構成するアプ
ローチ部とによってなるものにおいて,前記本橋部は,
複数の立体道路構成単位体を結合することによって形成
し,該複数の立体道路構成単位体それぞれにはね上げ可
能な支持脚を設けるとともに,前記本橋部の両端には加
えて別のはね上げ可能な前記本橋部を支持する支持脚を
設けたことを特徴とする移動式立体道路。
(57) [Claims] A movable three-dimensional road that can be installed on a bridge or a road, etc., with a main bridge part that forms a three-dimensional road, and an approach part that is connected to both ends of the main bridge in a downwardly sloped manner and forms a three-dimensional road. In the following, the main bridge part,
A plurality of three-dimensional road component units are formed by joining the three-dimensional road component units, and each of the plurality of three-dimensional road component units is provided with a support leg that can be lifted up. A mobile three-dimensional road characterized by providing support legs for supporting the part.
JP62148412A 1987-06-15 1987-06-15 Mobile three-dimensional road Expired - Fee Related JP2749807B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62148412A JP2749807B2 (en) 1987-06-15 1987-06-15 Mobile three-dimensional road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62148412A JP2749807B2 (en) 1987-06-15 1987-06-15 Mobile three-dimensional road

Publications (2)

Publication Number Publication Date
JPS63312401A JPS63312401A (en) 1988-12-20
JP2749807B2 true JP2749807B2 (en) 1998-05-13

Family

ID=15452214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62148412A Expired - Fee Related JP2749807B2 (en) 1987-06-15 1987-06-15 Mobile three-dimensional road

Country Status (1)

Country Link
JP (1) JP2749807B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4510937Y1 (en) * 1965-11-16 1970-05-18
JPS5466417U (en) * 1977-10-19 1979-05-11

Also Published As

Publication number Publication date
JPS63312401A (en) 1988-12-20

Similar Documents

Publication Publication Date Title
US5647688A (en) Paving machine with extended telescoping members
EP0796373B1 (en) Continuous incrementally erecting viaduct construction system
JPH11323811A (en) Expansion joint device
JP2507322Y2 (en) Mobile three-dimensional road
JP2006028881A (en) Self-propelled pc floor slab erecting machine and pc floor slab erecting method
JP2749807B2 (en) Mobile three-dimensional road
JP3025227B2 (en) Bridge construction method
JPH03290513A (en) Scaffolding for checking and repairing bridge pier beam
CN208151831U (en) A kind of single hole precast hollow slab jointless bridge
JP2676923B2 (en) Repair method for simple girder multi-span bridge.
JP4051584B2 (en) Apparatus and method for supporting and supporting heavy loads for work at height
JP2004132139A (en) Construction method for bridge, and superstructure work of bridge
JP7409952B2 (en) Viaduct construction method and viaduct construction equipment
JP2023160556A (en) Floor slab transportation and erection device
JP4673699B2 (en) Bridge construction method, bridge superstructure and deployment device
JP2001098512A (en) Method for erecting and removing road striding bridge by frame with jack device
KR20020005788A (en) mobile and fixative bridge maintaining system
KR100367028B1 (en) A self propelled working platform for construction and maintenance of bridge
JP4121079B2 (en) Grade point structure of floor slab and connecting material in bridge
US4723333A (en) Bridging apparatus and method
JPS5812894Y2 (en) Assembly bridge for construction site
JPH09296407A (en) Lining board
JP3506661B2 (en) Wheel load measuring device for railway vehicles
JPS5829388B2 (en) Approach work equipment for railroad tracks, etc.
JPH0350841B2 (en)

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees