JP2005282135A - High level road for automobile juxtaposed with small road and ordinary road in layers - Google Patents

High level road for automobile juxtaposed with small road and ordinary road in layers Download PDF

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JP2005282135A
JP2005282135A JP2004097880A JP2004097880A JP2005282135A JP 2005282135 A JP2005282135 A JP 2005282135A JP 2004097880 A JP2004097880 A JP 2004097880A JP 2004097880 A JP2004097880 A JP 2004097880A JP 2005282135 A JP2005282135 A JP 2005282135A
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road
small
layers
ordinary
deck
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Yasuo Egashira
泰生 江頭
Takafumi Takeuchi
隆文 武内
Miyuki Nakamura
幸 中村
Kazuhiro Asai
一浩 浅井
Yoshiyuki Daito
義志 大東
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Sumitomo Heavy Industries Ltd
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Sumitomo Heavy Industries Ltd
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<P>PROBLEM TO BE SOLVED: To provide a high level road for an automobile juxtaposed with a small road and an ordinary road in layers, capable of largely reducing construction cost, by largely reducing a bridge main groove width, by effectively introducing the small road in a width constitution of a bridge. <P>SOLUTION: A bridge main groove is formed into a plural-layer deck structure of three layers or more, and the small road or the ordinary road is arranged in respective deck units. Among the road arranged in a plurality of layers, the road (a small type and the small road or an ordinary type and the ordinary road) of at least the same two layers is formed as an inverse directional one-way traffic road without arranging a median divider strip, and the other road is formed as a facing traffic road provided with a median divider strip. A bridge structure is used for the high level road for the automobile juxtaposed with the small road and the ordinary road in layers, and is formed into a structure capable of providing a deck of three layers or more. At the beginning, the ordinary road or the small road is arranged on a deck of two layers or more, and in the future, a horizontal girder is arranged in a space part without arranging the deck, and a new deck can be extended by arranging a vertical girder on the horizontal girder. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、自動車用高架道路に関するものであり、特に、小型自動車と大型自動車とを分離走行させるため小型道路と普通道路を3層以上の複数層に重ねて併設した自動車用高架道路に係わる。   The present invention relates to an elevated road for automobiles, and more particularly, to an elevated road for automobiles in which a small road and an ordinary road are stacked and provided in multiple layers of three or more layers in order to separate a small automobile and a large automobile.

一般に、道路では、乗用車などの小型自動車(以下単に小型車とする)とトラックやダンプカーなどの大型自動車(以下単に大型車とする)とを混走させている。
このように、大型車と小型車を混走させるため、普通の道路は大型車の規格(幅、強度、勾配など)に合わせて建設されている。橋梁構造の高架道路についても同等である。
In general, on a road, a small vehicle such as a passenger car (hereinafter simply referred to as a small vehicle) and a large vehicle such as a truck or a dump truck (hereinafter simply referred to as a large vehicle) run together.
In this way, in order to mix large and small cars, ordinary roads are constructed in accordance with the standards (width, strength, gradient, etc.) of large cars. The same applies to elevated roads with a bridge structure.

車種により異なるが、例えば、小型車は幅1.7m、長さ4.7m、重量1t(乗車時でも1.5t)程度であるのに対して、大型車は幅2.5m、長さ12m、重量も5〜10t程度有り、積載時には20tを超える場合もある。
このため、全車輌の3割程度の台数の大型車を走行させるために、道路を大型車の規格に合わせて建設することは不経済である。
For example, a small car has a width of 1.7 m, a length of 4.7 m, and a weight of about 1 t (1.5 t when riding), while a large car has a width of 2.5 m, a length of 12 m, The weight is also about 5 to 10 tons and sometimes exceeds 20 tons when loaded.
For this reason, it is uneconomical to construct a road in conformity with the standard for large vehicles in order to drive large vehicles of about 30% of all vehicles.

そこで、大型車を対象とする普通道路と分けて、小型車用の専用道路(以下小型道路とする)を作り、小型車と大型車とを分離走行させるようにすれば、大型車用の道路については普通道路となるが、小型道路については、走行レーンを狭められるので、その分だけスペースが節約できるし、強度的にも1/10の荷重に見合った強度で作れるので、コストが低減できることになる。   Therefore, if a separate road for small cars (hereinafter referred to as a small road) is created separately from the regular roads for large cars, and the small cars and large cars are run separately, Although it will be a regular road, it will be possible to save space by reducing the travel lane for small roads, and it will be possible to reduce the cost because it can be made with strength that matches 1/10 of the load. .

ところで、平成15年7月24日から道路構造令が改正され、乗用車専用道路(小型道路)の導入ができるようになった。例えば、中央に配置した上下2車線の乗用車専用道路を挟んで、その両側に大型車を対象とする普通道路を配置する構成などが提案されている(例えば、非特許文献1参照)。
しかし、この構成では、平面的に4車線を並べたものであるから、小型道路の幅を狭めた分しか全体の道路幅を狭めることができず、全体的に大幅に道路幅を狭めるまでには至っていない。
By the way, the road structure ordinance was amended from July 24, 2003, and it became possible to introduce a passenger car road (small road). For example, a configuration has been proposed in which ordinary roads for large vehicles are arranged on both sides of a two-lane upper and lower passenger car-only road arranged in the center (see Non-Patent Document 1, for example).
However, in this configuration, since four lanes are arranged in a plane, the entire road width can be reduced only by reducing the width of the small road, and the overall width of the road is greatly reduced. Has not reached.

雑誌道路2003−10号 2003年10月 社団法人日本道路協会発行。 (第40〜42頁、図−1)Magazine Road 2003-10 October 2003 Published by Japan Road Association. (Pages 40-42, Fig. 1)

本発明は、橋梁の幅員構成において小型道路を有効に導入し、橋梁主構幅を大幅に小さくし、建設費を低減できる小型道路と普通道路とを重ねて併設する自動車用高架道路を得ることを目的とする。   The present invention effectively introduces a small road in the width structure of a bridge, and obtains an elevated road for automobiles in which a small road and an ordinary road can be overlapped to greatly reduce the bridge main structure width and reduce the construction cost. With the goal.

橋梁主構を3層以上の複数層デッキ構造とし、各デッキ単位に小型道路または普通道路を設け、複数層に設けた道路のうち、少なくとも2層の同じ道路(小型と小型道路または普通と普通道路)は、中央分離ゾーンを設けない逆方向の一方通行道路とした。   The main structure of the bridge is a multi-layer deck structure with three or more layers, and each deck has small roads or ordinary roads. Of the roads provided in multiple layers, at least two layers of the same road (small and small roads or ordinary and ordinary roads) Road) was a one-way road in the opposite direction without a central separation zone.

また、小型道路と普通道路とを重ねて併設する自動車用高架道路に用いる橋梁構造であって、橋梁主構を3層以上のデッキを設け得る構造とし、当初は2層以上のデッキに普通道路または小型道路を設けておき、デッキを配していない空間部に、添接板を介して横桁を配設し、横桁に縦桁を配して新たにデッキを増設し得るようにした。   In addition, it is a bridge structure used for an automobile elevated road with a small road and an ordinary road, and the main structure of the bridge can be provided with a deck of three or more layers. Alternatively, a small road was provided, and a horizontal girder was installed in the space where the deck was not arranged via an attachment plate, and a vertical girder was arranged in the horizontal girder so that a new deck could be added. .

本発明は、橋梁主構を3層以上のデッキ構造として、デッキ単位に小型道路と普通道路を重ねて設けるようにしたので、全体の道路幅を大幅に削減できる。また、小型道路と普通道路とを有効に組み合わせて配置できる上、小型道路には小型車に応じてレーンが設定され、普通道路には大型車に応じたレーンが設定されるので、合理的である。
さらに、小型道路は小型車に応じた天井高さが設定されると共に、小型車に対応した強度構造が採用できるので、道路建設コストの低減が図れる。
さらにまた、将来において交通量が増えたときに道路を増設することができ、計画交通量に応じた主構幅員構成とすることができる。
In the present invention, the bridge main structure has a deck structure of three or more layers, and a small road and an ordinary road are provided overlapping each deck, so that the entire road width can be greatly reduced. In addition, it is reasonable to arrange small roads and ordinary roads in an effective combination, and lanes are set according to small cars on small roads and lanes according to large cars are set on ordinary roads. .
Furthermore, the ceiling height of the small road is set according to the small car, and the strength structure corresponding to the small car can be adopted, so that the road construction cost can be reduced.
Furthermore, roads can be added when the traffic volume increases in the future, and the main structure can be configured according to the planned traffic volume.

以下、図に沿って本発明の実施の形態について説明する。図1は本発明の一例を示す3層構造道路の断面図、図2は同側面図、図3は増設する3層構造道路の断面図、図4は同側面図である。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 is a cross-sectional view of a three-layer structure road showing an example of the present invention, FIG. 2 is a side view thereof, FIG. 3 is a cross-sectional view of a three-layer structure road to be added, and FIG.

図において、1はトラス形式橋梁の主構を示す。2は主構1の上弦材、3は主構1の下弦材であって、該上弦材2と下弦材3は平行して、橋梁道路方向全長にわたって延在している。4は上弦材2と下弦材3とを連結するトラス材である。
5は主構1間に、道路方向に適宜の間隔で配設される横桁、6は横桁5間に配設される縦桁であり、該横桁5および縦桁6は主構1間の上層、中間層、下層に配設され、3層のデッキ構造を形成している。
In the figure, 1 indicates the main structure of the truss type bridge. 2 is the upper chord material of the main structure 1, and 3 is the lower chord material of the main structure 1. The upper chord material 2 and the lower chord material 3 are parallel and extend over the entire length in the bridge road direction. A truss material 4 connects the upper chord material 2 and the lower chord material 3.
Reference numeral 5 denotes a main beam arranged between the main structures 1 at an appropriate interval in the road direction, and reference numeral 6 denotes a vertical beam arranged between the horizontal beams 5. It is disposed in the upper layer, intermediate layer, and lower layer, forming a three-layer deck structure.

7は上層のデッキ上にベースプレート8を敷設し、ベースプレート8上に舗装9を施して形成された上層道路であり、10は同様中間層のデッキ上に施工された中層道路、11も同様に下層デッキ上に施工された下層道路である。
なお、12はベースプレート8の裏面に取り付けられた補強用鋼床版である。
7 is an upper road formed by laying a base plate 8 on an upper deck and paving 9 on the base plate 8, 10 is a middle road constructed on the middle deck, and 11 is also a lower road. It is a lower road constructed on the deck.
Reference numeral 12 denotes a reinforcing steel deck attached to the back surface of the base plate 8.

13は道路の両側に、道路方向に形成される高欄、14は道路中央に、道路方向に形成される中央分離壁である。
なお、文章上道路方向とは道路としての方向、つまり、自動車の走行方向であり、適宜の間隔とは道路を支持するに適切なスパン間隔である。また、図示していないが、全体として橋梁主構1は、道路橋脚上に載置された、あるいは、吊り形式橋梁に適用された高架道路として構成さている。
Reference numeral 13 denotes a rail that is formed on both sides of the road in the road direction, and 14 is a central separation wall formed in the center of the road and in the road direction.
The road direction in the text is the direction as the road, that is, the traveling direction of the automobile, and the appropriate interval is a span interval appropriate for supporting the road. Moreover, although not shown in figure, the bridge main structure 1 is comprised as an elevated road mounted on the road pier as a whole, or applied to the suspension type bridge.

図1において、上層道路7と下層道路11は、中央分離ゾーンを設けない反対方向の一方通行の普通道路として、中層道路10は中央分離ゾーンを設けた対面交通の小型道路として形成されている。このように、中央分離ゾーンを設けない一方通行の道路を設けることで、橋梁主構幅員を小さく抑えることができる。
もちろん、配置の変形として、上層と中層を普通道路とし、下層を小型道路とするなど
任意に選択される。
In FIG. 1, the upper-layer road 7 and the lower-layer road 11 are formed as one-way ordinary roads in the opposite direction without the central separation zone, and the middle-layer road 10 is formed as a small traffic road with a central separation zone. Thus, by providing a one-way road that does not have a central separation zone, the bridge main structure width can be kept small.
Of course, the upper and middle layers are set as ordinary roads and the lower layer is set as a small road as a modification of the arrangement.

この例においては、中層の小型道路は中央に分離ゾーンA(1.500mm)を採り、その両側に小型車走行の上下車線B(3.250mm)×2を設け、さらに路肩部分C(1000mm)を設けており、上層と下層の普通道路は大型車走行の2車線E(3.500mm)×2を設け、その両側に路肩部分F(1.750mm)を設けている。   In this example, the middle-class small road has a separation zone A (1.500 mm) in the center, two small lanes B (3.250 mm) for driving a small car on both sides, and a shoulder C (1000 mm). The upper and lower ordinary roads are provided with two lanes E (3.500 mm) × 2 for traveling on large vehicles, and road shoulder portions F (1.750 mm) are provided on both sides thereof.

図3において、15は橋梁主構のトラス材4に設けられたフランジであり、16は添接板であって、中間層の横桁5の取り付け構造を示している。
これは、建設当初には上層道路7と下層道路11とを形成しておき、将来交通量が増えたときに、中間層の横桁5をフランジ15と添接板16とにより主構1に取り付け、横桁5には縦桁6を配し、その上にデッキプレート8を敷設し、舗装9をほどこして中層道路10を形成するようにしたものである。
In FIG. 3, 15 is a flange provided on the truss member 4 of the bridge main structure, and 16 is an attachment plate, which shows a mounting structure of the cross beam 5 of the intermediate layer.
This is because the upper road 7 and the lower road 11 are formed at the beginning of the construction, and when the traffic volume increases in the future, the intermediate beam 5 is connected to the main structure 1 by the flange 15 and the attachment plate 16. The vertical girder 6 is disposed on the horizontal girder 5, the deck plate 8 is laid thereon, and the pavement 9 is applied to form the middle-level road 10.

この例においては、上層道路7は中央に分離ゾーンD(1.700mm)を採り、その両側に大型車走行の上下車線E(3.500mm)×2を設け、その両側に路肩部分F(1.750mm)を設けた対面交通の普通道路に形成され、中層道路10と下層道路11は小型車走行の2車線B(3.250mm)×2を設け、その両側に路肩部分C(1.000mm)を設けた一方通行の小型道路に形成されている。図の寸法表示は図1の寸法と同等である。   In this example, the upper road 7 has a separation zone D (1.700 mm) in the center, upper and lower lanes E (3.500 mm) × 2 for running a large vehicle on both sides, and a shoulder portion F (1 .750mm) is formed on a normal road for face-to-face traffic, and the middle-tier road 10 and lower-layer road 11 are provided with two lanes B (3.250mm) × 2 for traveling on small cars, and shoulder portions C (1.000mm) on both sides thereof It is formed on a one-way small road with The dimension display in the figure is equivalent to the dimension in FIG.

ところで、この例の場合は建設当初、つまり、将来中層道路10を増設するまでは、上層道路7および下層道路11をともに、大型車と小型車が混走できる普通道路として形成しておき、中層道路10を増設するときに中層道路10と下層道路11とを小型道路に形成するようにしてもよい。   By the way, in the case of this example, at the beginning of construction, that is, until the future mid-level road 10 is added in the future, both the upper-level road 7 and the lower-level road 11 are formed as ordinary roads where large and small cars can run together. The middle-layer road 10 and the lower-layer road 11 may be formed as small roads when the road is added.

図1、図3の構成では、中層道路10を小型道路にした例を示しているが、中層道路10を普通道路とし、上層道路7と下層道路11を小型道路とする構成にしてもよい。
図では3層構造の道路について説明したが、さらに多層構造とすることができ、より大きな効果が得られる。
1 and 3 show an example in which the middle-layer road 10 is a small road, the middle-layer road 10 may be a normal road, and the upper-layer road 7 and the lower-layer road 11 may be small roads.
In the figure, the road having a three-layer structure has been described, but a multi-layer structure can be obtained, and a greater effect can be obtained.

例えば、4層構造とした場合は、上2層に普通道路を、下2層に小型道路を、それぞれ中央分離ゾーンを設けない、逆方向の一方通行道路として設けることができ、橋梁主構幅員を小さくできる。この場合も、将来交通量の増加に伴いデッキを増設して4層構造とすることが考慮される。   For example, in the case of a four-layer structure, a normal road can be provided in the upper two layers, and a small road in the lower two layers can be provided as a one-way road in the opposite direction without a central separation zone. Can be reduced. In this case as well, it is considered to add a deck to form a four-layer structure as the traffic volume increases in the future.

本発明は、以上のようにデッキ単位で普通道路と小型道路を3層以上に重ねて併設する構成としたので、上層、中間層、下層に組み合わせて幅広い道路幅員構成を持つ自動車用高架道路を得ることができる。
中層道路と下層道路を小型道路とした場合は、橋梁主構の高さを低く抑えられると云う特徴が得られる。また、橋梁主構にデッキを増設可能な構造としておき、将来デッキを増設して道路を形成する場合は、段階的な建設コストの投入や交通量に応じた合理的な道路構成が得られると云う特徴を有する。
As described above, the present invention has a configuration in which ordinary roads and small roads are stacked in three or more layers on a deck basis as described above, and therefore an elevated road for automobiles having a wide road width configuration in combination with an upper layer, a middle layer, and a lower layer. Can be obtained.
When the middle and lower roads are small roads, the characteristic that the height of the bridge main structure can be kept low can be obtained. In addition, if the bridge main structure is constructed so that decks can be added and roads are formed by adding decks in the future, it is possible to obtain a rational road configuration according to the step-by-step construction cost input and traffic volume. It has the characteristics.

本発明の一例を示す3層構造道路の断面図。Sectional drawing of the three-layer structure road which shows an example of this invention. 同側面図。The same side view. 増設する3層構造道路の断面図。Sectional drawing of the three-layer structure road to expand. 同側面図。The same side view.

符号の説明Explanation of symbols

1 橋梁主構 2 上弦材
3 下弦材 4 トラス材
5 横桁 6 縦桁
7 上層道路 8 ベースプレート
9 舗装 10 中層道路
11 下層道路 12 鋼床版
13 高欄 14 中央分離壁
15 フランジ 16 添接板
DESCRIPTION OF SYMBOLS 1 Bridge main structure 2 Upper chord material 3 Lower chord material 4 Truss material 5 Horizontal girder 6 Vertical girder 7 Upper-layer road 8 Base plate 9 Pavement 10 Middle-layer road 11 Lower-layer road 12 Steel deck 13 Height rail 14 Central separation wall 15 Flange 16 Accession plate

Claims (2)

橋梁主構を3層以上の複数層デッキ構造とし、各デッキ単位に小型道路または普通道路を設け、複数層に設けた道路のうち、少なくとも2層の同じ道路は、中央分離ゾーンを設けない逆方向の一方通行道路としたことを特徴とする小型道路と普通道路を重ねて併設した自動車用高架道路。   The bridge main structure has a multi-layer deck structure with three or more layers, and each deck has small roads or ordinary roads. Of the roads provided in multiple layers, at least two layers of the same road are not provided with a central separation zone. An elevated road for automobiles with a small road and an ordinary road, which are characterized by a one-way road. 橋梁主構を3層以上のデッキを設け得る構造とし、当初は2層以上のデッキに普通道路または小型道路を設けておき、デッキを配置していない空間部に、添接板を介して横桁を配設し、横桁に縦桁を配してデッキを増設し得る構成としたことを特徴とする小型道路と普通道路を重ねて併設した自動車用高架道路に用いる橋梁構造。
The bridge main structure has a structure that can be equipped with three or more decks. Initially, ordinary decks or small roads are provided on the two or more decks, and the decks are placed horizontally via attachment plates. A bridge structure used for an elevated road for automobiles in which a small road and an ordinary road are overlapped and arranged such that a girder is arranged and a vertical girder is arranged in a horizontal girder and a deck can be added.
JP2004097880A 2004-03-30 2004-03-30 High level road for automobile juxtaposed with small road and ordinary road in layers Withdrawn JP2005282135A (en)

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CN102535326A (en) * 2012-01-18 2012-07-04 中铁大桥勘测设计院集团有限公司 Double-layer highway bridge with integrated upper beam on frame mound and beam of polycarbonate (PC) continuous box girders
CN103924502A (en) * 2014-04-24 2014-07-16 林同棪国际工程咨询(中国)有限公司 Multi-layer bridge face highway-light railway dual-purpose bridge
RU2651507C1 (en) * 2017-01-17 2018-04-20 Борис Никифорович Сушенцев Bearing structure of multi-tier bridge
CN108103947A (en) * 2017-12-21 2018-06-01 芜湖铁路桥梁制造有限公司 The construction method of three layers of bridge

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535326A (en) * 2012-01-18 2012-07-04 中铁大桥勘测设计院集团有限公司 Double-layer highway bridge with integrated upper beam on frame mound and beam of polycarbonate (PC) continuous box girders
CN103924502A (en) * 2014-04-24 2014-07-16 林同棪国际工程咨询(中国)有限公司 Multi-layer bridge face highway-light railway dual-purpose bridge
CN103924502B (en) * 2014-04-24 2016-08-31 林同棪国际工程咨询(中国)有限公司 Multilayer deck rail-cum-road bridge beam
RU2651507C1 (en) * 2017-01-17 2018-04-20 Борис Никифорович Сушенцев Bearing structure of multi-tier bridge
CN108103947A (en) * 2017-12-21 2018-06-01 芜湖铁路桥梁制造有限公司 The construction method of three layers of bridge

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