JP2001248101A - Grade separation block and construction method therefor - Google Patents
Grade separation block and construction method thereforInfo
- Publication number
- JP2001248101A JP2001248101A JP2000062180A JP2000062180A JP2001248101A JP 2001248101 A JP2001248101 A JP 2001248101A JP 2000062180 A JP2000062180 A JP 2000062180A JP 2000062180 A JP2000062180 A JP 2000062180A JP 2001248101 A JP2001248101 A JP 2001248101A
- Authority
- JP
- Japan
- Prior art keywords
- block
- grade separation
- dimensional intersection
- intersection
- gantry
- 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.)
- Pending
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、立体交差ブロック
及び立体交差の構築方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crossover block and a method of constructing a crossover.
【0002】[0002]
【従来の技術】従来、道路交差点上に立体交差を構築す
る場合には、大規模な立体交差構造物を道路上で築造し
て嵩上げすることにより構築していた。2. Description of the Related Art Conventionally, when constructing an overpass on a road intersection, a large-scale overpass structure is constructed on a road and raised.
【0003】[0003]
【本発明が解決しようとする課題】前記した立体交差の
構築方法にあっては、立体交差を構築する道路交差点上
で大規模な構造物を築造しなければならないため、施工
期間の長期化を余儀なくされていた。したがって、構築
工事のための交通の切り変えが長期に亙ることになり交
通渋滞を誘発する等近隣へ与える影響が大きかった。In the above-mentioned method of constructing an overpass, a large-scale structure must be built on the road intersection where the overpass is to be constructed. Had to be forced. Therefore, the change of traffic for the construction work takes a long time, and the influence on the neighborhood such as inducing traffic congestion is great.
【0004】[0004]
【本発明の目的】本発明は上記したような従来の問題を
解決するためになされたもので、立体交差構造物を容易
かつ迅速に移動・構築でき、工期を短縮でき経済性に優
れる立体交差ブロック及び立体交差の構築方法を提供す
ることを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and can easily and quickly move and construct a three-dimensional intersection structure, shorten the construction period, and have excellent economical efficiency. It is an object of the present invention to provide a method for constructing a block and an intersection.
【0005】[0005]
【課題を解決するための手段】上記のような目的を達成
するために、本発明の立体交差ブロックは、予定する立
体交差の道路面の勾配に合わせて傾斜した床部と、該床
部に所定の高さを与える架台部と、該架台部に設けた移
動補助部とより構成した、立体交差ブロックを提供する
と共に、本発明の立体交差の構築方法は、道路交差点に
おいて、予定する立体交差の道路面の勾配に合わせて傾
斜した床部と、該床部に所定の高さを与える架台部と、
該架台部に設けた移動補助部とより構成した立体交差ブ
ロックを使用し、一定の間隔を離して橋台部を構成する
一対の立体交差ブロックを対向させて設置固定し、前記
橋台部を構成する一対の立体交差ブロックの間に横断橋
を設置し、前記橋台部を構成する一対の立体交差ブロッ
クの横断橋側とは反対側に傾斜部を構成する立体交差ブ
ロックを連設することを特徴とする、立体交差の構築方
法を提供する。SUMMARY OF THE INVENTION In order to achieve the above object, an overpass block according to the present invention is provided with a floor section which is inclined in accordance with a gradient of a road surface at a planned intersection, and a floor section which is inclined. The present invention provides a multi-level intersection block comprising a pedestal section providing a predetermined height and a movement assisting section provided on the pedestal section. A floor portion inclined in accordance with the slope of the road surface, and a gantry portion for providing the floor portion with a predetermined height,
Using a three-dimensional intersection block composed of a movement assisting part provided on the gantry part, a pair of three-dimensional intersection blocks constituting the abutment part are installed and fixed to face each other at a fixed interval to constitute the abutment part. A crossing bridge is installed between a pair of grade separation blocks, and a grade separation block forming an inclined portion is continuously provided on a side opposite to the crossing bridge side of the pair of grade separation blocks forming the abutment. To provide a method for constructing a grade separation.
【0006】[0006]
【本発明の実施の形態】以下図面を参照しながら本発明
の立体交差ブロック及び立体交差の構築方法の実施例に
ついて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment of a method for constructing a three-dimensional intersection block and three-dimensional intersection according to the present invention will be described below.
【0007】<イ>立体交差ブロック 立体交差ブロック1は、床部11、架台部12及びに移
動補助部13とから構成する。立体交差ブロック1は、
立体交差の一部を構成し、複数連結することにより立体
交差を構築することができる。従って、立体交差ブロッ
ク1の形状は、構築する立体交差の橋台部や傾斜部等ど
の部分を構成するかに応じて、その形状や高さを設定す
る。<A> Level Crossing Block The level crossing block 1 includes a floor section 11, a gantry section 12, and a movement assisting section 13. Overpass block 1
A three-dimensional intersection can be constructed by forming a part of the three-dimensional intersection and connecting a plurality of the three-dimensional intersections. Therefore, the shape and height of the grade separation block 1 are set according to which part, such as the abutment part and the slope part, of the grade separation to be constructed.
【0008】床部11は、立体交差ブロック1の最上部
を構成し、自動車が通行できる道路となる部分であり、
例えば型枠内に鉄筋を配設した後、型枠内にコンクリー
トを打設し養生する等公知の方法により形成する。床部
11は、PC板を敷設することにより形成しても良い。
床部11は、予定する立体交差の道路面の勾配に合わせ
て傾斜をつけて形成する。[0008] The floor 11 constitutes the uppermost part of the grade separation block 1 and is a portion that becomes a road through which cars can pass.
For example, it is formed by a known method such as arranging a reinforcing bar in a mold and then pouring concrete into the mold and curing. The floor 11 may be formed by laying a PC board.
The floor 11 is formed to be inclined in accordance with the gradient of the road surface at the planned grade separation.
【0009】<ロ>架台部 架台部12は、床部11に所定の高さを与える部材であ
る。従って、架台部12は床部11に与える高さに応じ
た形状とする。架台部12を複数の空室と該空室を仕切
る複数壁とから構成する場合には、立体交差ブロック1
の軽量化を図ることができるため有用である。架台部1
2を例えば、ハニカム構造やカードハウス構造により構
成しても良い。又、架台部12の内部にエアキャスター
等の移動補助手段を設置する場合又は、設置後の基礎を
場所打杭等の基礎機械で内部より築造する場合には、設
置のために必要なだけ空間を設けておく。<B> Mount Section The mount section 12 is a member that gives the floor section 11 a predetermined height. Therefore, the gantry 12 has a shape corresponding to the height given to the floor 11. When the gantry 12 is composed of a plurality of empty rooms and a plurality of walls partitioning the empty rooms,
This is useful because it is possible to reduce the weight. Stand 1
2 may be constituted by, for example, a honeycomb structure or a card house structure. In addition, in the case where a movement assisting means such as an air caster is installed in the inside of the gantry portion 12, or when the foundation after the installation is built from the inside by a foundation machine such as a cast-in-place pile, only the space necessary for the installation is required. Is provided.
【0010】<ハ>移動補助部 移動補助部13は、立体交差ブロック1を立体交差の構
築現場に移動させる際の補助となる部材であり、前記架
台部12に設ける。移動補助部13は、立体交差ブロッ
ク1を移動させる際の補助となり得るものであれば良
く、例えば公知の複数車輪やエアキャスターを利用す
る。移動補助部13は、架台部12の内部又は外部の何
れに設けてもよい。<C> Movement Assisting Unit The movement assisting unit 13 is a member that assists in moving the overpass block 1 to the construction site of the overpass, and is provided on the gantry unit 12. The movement assisting section 13 may be any as long as it can assist in moving the three-dimensional intersection block 1. For example, a known plurality of wheels or an air caster is used. The movement assisting unit 13 may be provided inside or outside the gantry unit 12.
【0011】次に立体交差ブロック1を利用した立体交
差の構築方法について説明する。 <二>立体交差ブロックの組立工程 交差点を構築する交差点の地質に応じて、基礎の構築が
必要な場合は事前に基礎を構築しておく。立体交差を構
築する交差点に隣接する場所において立体交差ブロック
1を組み立てる。立体交差ブロック1の組立工程におい
ては交差点の敷地を使用しないため交通の切り変えを行
う必要がなく、以下に述べる組み立てた立体交差ブロッ
ク1の移動設置工程を行う日のみ交通の切り変えを行え
ばよい。従って、近隣への影響を最小限に止めることが
できる。Next, a method for constructing a grade separation using the grade separation block 1 will be described. <2> Assembling process of the grade separation block If the construction of the foundation is necessary according to the geology of the intersection where the intersection is constructed, the foundation is constructed in advance. At the place adjacent to the intersection where the grade separation is to be constructed, the grade separation block 1 is assembled. In the assembling process of the overpass block 1, the traffic site does not need to be changed because the intersection site is not used. If the traffic is switched only on the day when the moving and installing process of the assembled overpass block 1 described below is performed. Good. Therefore, the influence on the neighborhood can be minimized.
【0012】<ホ>立体交差ブロックの移動設置工程 立体交差ブロックを移動する所定の場所を予め平らに整
地する。交差点に隣接する立体交差ブロック1の組立て
場所から交差点上の設置場所へ立体交差ブロック1を移
動する。牽引トラックを用いて立体交差ブロック1を移
動する。この場合において立体交差ブロック1は移動補
助部13を備えているから移動を容易に行うことができ
る。<E> Step of moving and setting up the grade separation block A predetermined place where the grade separation block is moved is previously leveled. The multi-level intersection block 1 is moved from the assembly location of the multi-level intersection block 1 adjacent to the intersection to the installation location on the intersection. The crossover block 1 is moved using a tow truck. In this case, the three-dimensional intersection block 1 is provided with the movement assisting part 13 so that it can be easily moved.
【0013】一定の間隔を離して橋台部を構成する一対
の立体交差ブロック1を位置決めして設置した後、移動
補助部13を取り外し、立体交差ブロック1内部より供
用しながら基礎部(杭、深礎等)の施工を行い固定す
る。この一対の立体交差ブロック1間の間隔は、立体交
差を通行するものに対応した間隔を適宜設ける。そし
て、前記橋台部を構成する一対の立体交差ブロック1の
間に横断橋2を設置固定する。After positioning and installing a pair of overpass blocks 1 constituting the abutment at a predetermined interval, the movement assisting section 13 is removed, and the base section (pile, deep) is used while being used from the inside of the overpass block 1. Foundation) and fix it. As the interval between the pair of grade-crossing blocks 1, a spacing corresponding to one passing through a grade separation is appropriately provided. Then, the crossing bridge 2 is installed and fixed between the pair of graded intersection blocks 1 constituting the abutment.
【0014】この横断橋2は、自動車等が通行する橋で
あり前記床板と同様に鉄筋コンクリートやPC板等の公
知の部材を使用して形成する。該横断橋2と前記立体交
差ブロック1間の連結固定は、例えばエキスパンドメタ
ルを継手部に敷設した後にタイバーとボルトを用いて固
定する等公知の連結固定方法で行う。特にPC鋼棒を用
いて立体交差ブロック1間を継手する場合には精度の高
い一体化による連結固定を実現できる。The crossing bridge 2 is a bridge through which automobiles and the like pass, and is formed using a known member such as reinforced concrete or a PC board in the same manner as the floor plate. The connection and fixation between the crossing bridge 2 and the three-dimensional intersection block 1 is performed by a known connection and fixation method, for example, by laying expanded metal on a joint portion and then fixing it with tie bars and bolts. In particular, when connecting between the three-dimensional cross blocks 1 using a PC steel bar, it is possible to realize connection and fixing by highly precise integration.
【0015】前記橋台部を構成する一対の立体交差ブロ
ック1の横断橋2側とは反対側に、傾斜部を構成する立
体交差ブロック1を連設する。ここで、傾斜部を構成す
る立体交差ブロック1は、構築する立体交差の長さに応
じて必要数連設する。各立体交差ブロック1間の固定
は、前述の横断橋2と立体交差ブロック1間の固定と同
様に公知の連結固定方法で行う。こうして立体交差の構
築が完了する。立体交差の必要がなくなった場合には上
記と逆の手順により立体交差を撤去する。On the opposite side of the pair of overpass blocks 1 forming the abutment part from the crossing bridge 2 side, a three-dimensional intersection block 1 forming an inclined portion is continuously provided. Here, the required number of the grade separation blocks 1 constituting the inclined part are continuously provided in accordance with the length of the grade separation to be constructed. The fixing between the respective crossing blocks 1 is performed by a known connection fixing method similarly to the fixing between the crossing bridge 2 and the crossing block 1 described above. Thus, the construction of the grade separation is completed. When the need for a grade separation is eliminated, the grade separation is removed in the reverse procedure.
【0016】[0016]
【本発明の効果】本発明の立体交差ブロック及び立体交
差の構築方法は、以上説明したようになるから次のよう
な効果を得ることができる。 <イ>立体交差を分割してブロック化した立体交差ブロ
ックに移動補助部を設けたことにより、複数の立体交差
ブロックを移動設置するだけで容易に立体交差を構築す
ることができる。 <ロ>加えて、構築した立体交差が不要となった場合に
は、当該立体交差の分割撤去を容易に行うことができ、
撤去後には他の交差点の立体交差として転用することが
できるため経済性・省資源性に優れている。 <ハ>立体交差ブロックの架台部を複数の空室と該空室
を仕切る複数壁から構成することから、立体交差ブロッ
クの軽量化が図られる。これにより一層立体交差ブロッ
クの移動設置及び撤去が容易となる。 <二>交差点の近隣で立体交差ブロックを組み立てた
後、交差点上に立体交差ブロックを移動連結して立体交
差を構築する。従って、交通の切り変えは、立体交差ブ
ロックの移動設置日のみ行えばよいので近隣に与える影
響を最小限に止めることができる。As described above, the method for constructing a three-dimensional intersection block and three-dimensional intersection according to the present invention can provide the following effects. <A> By providing the movement assisting unit in the divided intersection block obtained by dividing the divided intersection into blocks, the divided intersection can be easily constructed simply by moving and installing a plurality of the divided intersection blocks. <B> In addition, when the constructed grade separation becomes unnecessary, it is possible to easily perform the division removal of the grade separation,
After removal, it can be diverted as a grade separation at other intersections, so it is excellent in economy and resource saving. <C> Since the pedestal portion of the grade separation block is composed of a plurality of cavities and a plurality of walls partitioning the vacancies, the weight of the grade separation block can be reduced. This makes it easier to move, install and remove the grade separation block. <2> After assembling a grade separation block near the intersection, a grade separation block is constructed by moving and connecting the grade separation block on the intersection. Therefore, it is only necessary to switch the traffic on the moving installation day of the overpass, so that the influence on the neighborhood can be minimized.
【図1】立体交差ブロック及び立体交差の構築方法の説
明図。FIG. 1 is an explanatory diagram of a method of constructing a grade separation block and a grade separation.
【図2】立体交差ブロックの説明図。FIG. 2 is an explanatory diagram of a grade separation block.
【図3】立体交差の構築方法の説明図。FIG. 3 is an explanatory diagram of a method of constructing a grade separation.
1・・・立体交差ブロック 11・・床部 12・・架台部 13・・移動補助部 2・・・横断橋 1 ・ ・ ・ Overpass block 11 ・ ・ Floor section 12 ・ ・ Ground section 13 ・ ・ Movement assisting section 2 ・ ・ ・ Crossover bridge
Claims (5)
て傾斜した床部と、 該床部に所定の高さを与える架台部と該架台部に設けた
移動補助部とより構成した、 立体交差ブロック1. A floor section which is inclined according to the gradient of a road surface of an intended grade separation, a gantry section for providing a predetermined height to the floor section, and a movement assisting section provided on the gantry section. Overpass block
て、 架台部は、複数の空室と該空室を仕切る複数壁から構成
することを特徴とする、 立体交差ブロック。2. The three-dimensional intersection block according to claim 1, wherein the mount comprises a plurality of vacancies and a plurality of walls partitioning the vacancies.
ロックにおいて、 架台部は、ハニカム構造により構成することを特徴とす
る、 立体交差ブロック。3. The three-dimensional intersection block according to claim 1 or 2, wherein the gantry is formed of a honeycomb structure.
体交差ブロックにおいて、 立体交差ブロックの移動補助部としてエアーキャスター
又は複数車輪を備えることを特徴とする、 立体交差ブロック。4. The three-dimensional intersection block according to claim 1, further comprising an air caster or a plurality of wheels as a movement assisting part of the three-dimensional intersection block.
道路面の勾配に合わせて傾斜した床部と、該床部に所定
の高さを与える架台部と、該架台部に設けた移動補助部
とより構成した立体交差ブロックを使用し、一定の間隔
を離して橋台部を構成する一対の立体交差ブロックを対
向させて設置固定し、前記橋台部を構成する一対の立体
交差ブロックの間に横断橋を設置固定し、前記橋台部を
構成する一対の立体交差ブロックの横断橋とは反対側に
傾斜部を構成する立体交差ブロックを連設することを特
徴とする、立体交差の構築方法。5. At a road intersection, a floor portion which is inclined according to a gradient of a road surface of a planned grade separation, a gantry for giving the floor a predetermined height, and a movement assisting portion provided on the gantry portion Using a three-dimensional intersection block composed of: a pair of three-dimensional intersection blocks forming an abutment portion are fixedly installed facing each other at a certain interval, and traversed between a pair of three-dimensional intersection blocks forming the abutment portion A method for constructing a three-dimensional intersection, wherein a bridge is installed and fixed, and a three-dimensional intersection block forming an inclined portion is continuously provided on a side of the pair of three-dimensional intersection blocks forming the abutment opposite to the crossing bridge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000062180A JP2001248101A (en) | 2000-03-07 | 2000-03-07 | Grade separation block and construction method therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000062180A JP2001248101A (en) | 2000-03-07 | 2000-03-07 | Grade separation block and construction method therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001248101A true JP2001248101A (en) | 2001-09-14 |
Family
ID=18582222
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000062180A Pending JP2001248101A (en) | 2000-03-07 | 2000-03-07 | Grade separation block and construction method therefor |
Country Status (1)
Country | Link |
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JP (1) | JP2001248101A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003147705A (en) * | 2001-11-13 | 2003-05-21 | Taisei Corp | Constructing method for divided bridge body type traffic road |
JP2006274542A (en) * | 2005-03-28 | 2006-10-12 | Ishikawajima Constr Materials Co Ltd | Viaduct |
CN101935969A (en) * | 2010-09-10 | 2011-01-05 | 天津市市政工程设计研究院 | Harbor road longitudinal gradient design method based on cellular automaton |
CN1936184B (en) * | 2006-10-23 | 2011-06-15 | 钟宝驹 | Frame type combined structure man-vehicle passage |
-
2000
- 2000-03-07 JP JP2000062180A patent/JP2001248101A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003147705A (en) * | 2001-11-13 | 2003-05-21 | Taisei Corp | Constructing method for divided bridge body type traffic road |
JP2006274542A (en) * | 2005-03-28 | 2006-10-12 | Ishikawajima Constr Materials Co Ltd | Viaduct |
CN1936184B (en) * | 2006-10-23 | 2011-06-15 | 钟宝驹 | Frame type combined structure man-vehicle passage |
CN101935969A (en) * | 2010-09-10 | 2011-01-05 | 天津市市政工程设计研究院 | Harbor road longitudinal gradient design method based on cellular automaton |
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