JP2006028807A - Road enlarging structure - Google Patents

Road enlarging structure Download PDF

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JP2006028807A
JP2006028807A JP2004206525A JP2004206525A JP2006028807A JP 2006028807 A JP2006028807 A JP 2006028807A JP 2004206525 A JP2004206525 A JP 2004206525A JP 2004206525 A JP2004206525 A JP 2004206525A JP 2006028807 A JP2006028807 A JP 2006028807A
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foundation
receiving beam
road
concrete foundation
concrete
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JP4038821B2 (en
JP2006028807A5 (en
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Osamu Wakabayashi
修 若林
Akira Sato
彰 佐藤
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Nihon Samicon Co Ltd
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    • 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
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    • Y02A30/60—Planning or developing urban green infrastructure

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a road enlarging structure ensuring aseismatic performance and having excellent strength without enlarging a concrete foundation on the road side. <P>SOLUTION: The valley side T of the road 1 is provided with the concrete foundation 12, and a plurality of foundation piles 14 are erected in an inclined face 3. The upper parts of the foundation piles 14 project from the inclined face 3, and a receiving beam 13 in the length direction of the road is provided between the foundation piles 14, 14. Floor slabs 11 are juxtaposed in the length direction of the road on the concrete foundation 12 and the receiving beam 13 to connect the receiving beam 13 to the concrete foundation 12. With the receiving beam 13 and the concrete foundation 12 thus connected, the concrete foundation 12 is stabilized on the valley side T of the road 1 by the foundation piles 14, and when horizontal force is applied to the foundation piles 14 by an earthquake or the like, the concrete foundation 12 of the road 1 stands against it to improve aseismatic performance of the foundation piles 14. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、谷側が傾斜面をなす道路を谷側に拡張する道路拡張構造に関する。   The present invention relates to a road expansion structure that extends a road whose valley side forms an inclined surface to the valley side.

従来、道路拡張構造として、基礎コンクリートを打設して形成した基盤と、パイルを打込みその頭部に固着した接合部コンクリートの上面とを水平に形成し、この上に枠材及び床版を敷設して歩道を構築した組立歩道（例えば特許文献１）がある。   Conventionally, as a road expansion structure, the foundation formed by placing foundation concrete and the upper surface of the joint concrete that is piled and fixed to the head are formed horizontally, and the frame material and floor slab are laid on this There is an assembly sidewalk (for example, Patent Document 1) in which a sidewalk is constructed.

この組立歩道では、崖の斜面にパイルを打ち込み、このパイルの頭部に接台部コンクリートを固着し、この接台部コンクリートに枠材の他側端を載置して支持し、枠材の側端を車道側の基礎コンクリートに固定している。
実開昭５７−１２８６０３号公報 In this assembly sidewalk, piles are driven into the slopes of the cliffs, and the joint concrete is fixed to the heads of the piles, and the other end of the frame material is placed on and supported by the joint concrete. The side edge is fixed to the foundation concrete on the roadway side.
Japanese Utility Model Publication No.57-128603

上記のような道路拡張構造では、脆弱な現道（車道）の谷側路肩付近に基礎コンクリートを設けるものであるから、該基礎コンクリートが構造的に不安定になり易く、安定した基礎を構築するために大型化を図ったり杭などを用いたりすると、施工コストの上昇を招く。また、斜面に設けた基礎杭（パイル）に枠材を載置して支持する構造であり、このように基礎杭は、垂直荷重に対して高い支持力を得ることができるが、基礎杭の上端が自由端となっているから、地震などの水平力に対して弱く、特に、斜面から突出する寸法が大きくなると、基礎杭を大型化しないと、十分な耐震性能が得られない。   In the road expansion structure as described above, foundation concrete is provided near the shoulder on the valley side of the weak current road (roadway). Therefore, the foundation concrete tends to be structurally unstable and a stable foundation is constructed. Therefore, if the size is increased or a pile is used, the construction cost increases. In addition, it is a structure that supports the frame material placed on the foundation pile (pile) provided on the slope, and thus the foundation pile can obtain a high support force for vertical load, Since the upper end is a free end, it is weak against horizontal forces such as earthquakes, and in particular, when the dimension protruding from the slope is large, sufficient seismic performance cannot be obtained unless the foundation pile is enlarged.

そこで、本発明は、道路側のコンクリート基礎を大型化することなく、耐震性能を確保することができると共に、強度的に優れた道路拡張構造を提供することを目的とする。   Accordingly, an object of the present invention is to provide a road expansion structure that can ensure seismic performance without increasing the size of a road-side concrete foundation and is excellent in strength.

請求項１の発明は、谷側が傾斜面をなす道路を拡張する道路拡張構造において、前記道路の谷側にコンクリート基礎を設け、前記傾斜面に複数の基礎杭を立設し、この基礎杭は上部が前記傾斜面上に突出し、それら基礎杭間に道路長さ方向の受梁を設け、前記コンクリート基礎と前記受梁上に床版を道路長さ方向に並設し、前記受梁と前記コンクリート基礎とを連結したものである。   The invention of claim 1 is a road expansion structure that expands a road whose valley side forms an inclined surface. A concrete foundation is provided on the valley side of the road, and a plurality of foundation piles are erected on the inclined surface. The upper part protrudes on the inclined surface, a receiving beam in the road length direction is provided between the foundation piles, a floor slab is juxtaposed in the road length direction on the concrete foundation and the receiving beam, and the receiving beam and the It is connected to a concrete foundation.

また、請求項２の発明は、前記受梁と前記コンクリート基礎とを前記床版により連結し、前記床版と前記コンクリート基礎の結合箇所とをヒンジ結合し、前記基礎杭と前記受梁の結合箇所及び前記受梁と前記床版の結合箇所の一方をヒンジ結合すると共に、他方を剛結したものである。   The invention according to claim 2 is characterized in that the receiving beam and the concrete foundation are connected by the floor slab, the connecting portion of the floor slab and the concrete foundation is hinged, and the foundation pile and the receiving beam are connected. One of the joints between the spot and the receiving beam and the floor slab is hinge-joined and the other is rigidly joined.

また、請求項３の発明は、前記受梁と前記コンクリート基礎とを連結杆により連結し、この連結杆は前記コンクリート基礎と前記受梁の上面より下方においてこれらコンクリート基礎と前記受梁とを連結し、前記連結杆と前記コンクリート基礎の結合箇所とをヒンジ結合し、前記基礎杭と前記受梁の結合箇所及び前記受梁と前記連結杆の結合箇所の一方をヒンジ結合すると共に、他方を剛結したものである。   According to a third aspect of the present invention, the receiving beam and the concrete foundation are connected by a connecting rod, and the connecting rod connects the concrete foundation and the receiving beam below the upper surface of the concrete foundation and the receiving beam. Then, the connecting rod and the joint portion of the concrete foundation are hinge-coupled, and one of the foundation pile and the receiving beam and the joint portion of the receiving beam and the connecting rod are hinge-coupled and the other is rigid. It is a result.

請求項１の構成によれば、受梁とコンクリート基礎とを連結することにより、道路谷側のコンクリート基礎が基礎杭により安定すると共に、地震などにより基礎杭に水平力が加わると、これに対して道路のコンクリート基礎が対抗することにより、基礎杭の耐震性能が向上する。   According to the structure of claim 1, by connecting the receiving beam and the concrete foundation, the concrete foundation on the road valley side is stabilized by the foundation pile, and when a horizontal force is applied to the foundation pile due to an earthquake or the like, Therefore, the seismic performance of the foundation pile is improved by the concrete foundation of the road.

また、請求項２の構成によれば、請求項１の効果に加えて、コンクリート基礎と床版とをヒンジ結合とすることにより、現場での施工性に優れたものとなり、また、基礎杭と受梁と床版とコンクリート基礎とは一次不静定構造となるから、水平垂直荷重が加わった際、局部的な応力の集中が発生し難く、基礎杭とコンクリート基礎とが床版を介して支え合う構造となり、安定した構造が得られる。   Moreover, according to the structure of Claim 2, in addition to the effect of Claim 1, by making a concrete foundation and a floor slab a hinge coupling | bonding, it becomes what was excellent in the construction property in the field, Since the receiving beam, floor slab, and concrete foundation have a primary statically indeterminate structure, local stress concentration is unlikely to occur when horizontal and vertical loads are applied, and the foundation pile and concrete foundation are connected via the floor slab. It becomes a structure that supports each other, and a stable structure is obtained.

また、請求項３の構成によれば、請求項１の効果に加えて、前記受梁と前記コンクリート基礎とを連結杆により連結し、連結杆とコンクリート基礎をヒンジ結合とすることにより、コンクリート基礎と受梁の上に設ける床版をこれらコンクリート基礎と受梁に剛結する必要がなく、現場での施工性に優れたものとなり、また、基礎杭と受梁と連結杆とコンクリート基礎とは一次不静定構造となるから、水平垂直荷重が加わった際、局部的な応力の集中が発生し難く、基礎杭とコンクリート基礎とが連結杆を介して支え合う構造となり、安定した構造が得られる。   Moreover, according to the structure of Claim 3, in addition to the effect of Claim 1, the receiving beam and the concrete foundation are connected by a connecting rod, and the connecting rod and the concrete foundation are hinged to provide a concrete foundation. It is not necessary to rigidly connect the floor slab provided on the receiving beam to the concrete foundation and the receiving beam, and it is excellent in workability on site, and the foundation pile, receiving beam, connecting rod and concrete foundation are Since it is a primary statically indeterminate structure, local stress concentration is unlikely to occur when horizontal and vertical loads are applied, and the foundation pile and concrete foundation support each other via a connecting rod, resulting in a stable structure. It is done.

本発明における好適な実施の形態について、添付図面を参照しながら詳細に説明する。なお、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。各実施例では、従来とは異なる新規な道路拡張構造を採用することにより、従来にない道路拡張構造が得られ、その道路拡張構造について記述する。   Preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily essential requirements of the present invention. In each embodiment, an unprecedented road expansion structure is obtained by adopting a new road expansion structure different from the conventional one, and the road expansion structure will be described.

以下、本発明の実施例を添付図面を参照して説明する。図１〜図４は本発明の実施例１を示し、同図に示すように、道路拡張構造において、既設の道路１は、山側Ｙの上向きの傾斜面２と谷側Ｔの下向きの傾斜面３と山側Ｙの上向きの傾斜面３との間に挟まれている。11は床版、12はコンクリート基礎、13は受梁、14は基礎杭である。   Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show a first embodiment of the present invention. As shown in the drawing, in the road expansion structure, an existing road 1 is composed of an upward slope 2 on a mountain side Y and a downward slope on a valley side T. 3 and the upward inclined surface 3 on the mountain side Y. 11 is a floor slab, 12 is a concrete foundation, 13 is a receiving beam, and 14 is a foundation pile.

拡張工事において、前記道路１には、谷側傾斜面２付近にコンクリート基礎12を形成し、このコンクリート基礎12は現場打ちコンクリートやプレキャストコンクリート製品より形成され、道路１の長さ方向に連続して設けられており、平坦な上面を有する。前記谷側Ｔの傾斜面３には、道路長さ方向に所定間隔毎に基礎杭14が打ち込んで設けられており、この基礎杭14としては鋼管杭やコンクリート杭などが用いられる。前記基礎杭14の上には、道路長さ方向の受梁13が設けられ、この受梁13は道路１の長さ方向に連続し、現場打ちコンクリートやプレキャストコンクリート製品より形成され、平坦な上面を有する。そして、前記コンクリート基礎12と受梁13の上に、床版11が敷設され、図３に示すように、この床版11は、道路１の長さ方向に並設されている。この床版11はプレキャストコンクリート製のものや、鋼製のものなどが用いられる。   In the expansion work, a concrete foundation 12 is formed on the road 1 in the vicinity of the valley-side inclined surface 2, and the concrete foundation 12 is formed from a cast-in-place concrete or a precast concrete product, and continuously in the length direction of the road 1. And has a flat top surface. On the inclined surface 3 of the valley side T, foundation piles 14 are driven in at predetermined intervals in the road length direction. As the foundation piles 14, steel pipe piles, concrete piles, or the like are used. On the foundation pile 14, a receiving beam 13 in the length direction of the road is provided. The receiving beam 13 is continuous in the length direction of the road 1, and is formed from a cast-in-place concrete or precast concrete product, and has a flat upper surface. Have A floor slab 11 is laid on the concrete foundation 12 and the receiving beam 13, and the floor slab 11 is juxtaposed in the length direction of the road 1 as shown in FIG. 3. The floor slab 11 is made of precast concrete or steel.

この例では、前記コンクリート基礎12と受梁13とを前記床版11により連結している。図２に示すように、前記コンクリート基礎12と床版11の山側とが、ヒンジ結合され、前記コンクリート基礎12と床版11との間に、ゴム板などの板状の弾性体15を配置し、コンクリート基礎12の孔16と、弾性体の貫通孔17と、床版11の貫通孔18に鉄筋などのアンカー19を挿入してヒンジ結合部Ｈ１が形成されている。また、受梁13と床版11の谷側中央とが、ヒンジ結合され、前記受梁13と床版11との間に、ゴム板などの板状の弾性体15Ａを配置し、受梁13の孔16Ａと、弾性体の貫通孔17Ａと、床版11の貫通孔18Ａに鉄筋などのアンカー19Ａを挿入してヒンジ結合部Ｈ２が形成されている。また、基礎杭14と受梁13とは剛結され、基礎杭14の頭部を受梁13内に所定長さだけ埋設して固定することにより剛結部Ｇ１を形成している。尚、前記所定長さは、基礎杭14の直径以上である。   In this example, the concrete foundation 12 and the receiving beam 13 are connected by the floor slab 11. As shown in FIG. 2, the concrete foundation 12 and the peak side of the floor slab 11 are hinged, and a plate-like elastic body 15 such as a rubber plate is disposed between the concrete foundation 12 and the floor slab 11. The hinge joint H1 is formed by inserting an anchor 19 such as a reinforcing bar into the hole 16 of the concrete foundation 12, the through hole 17 of the elastic body, and the through hole 18 of the floor slab 11. Further, the receiving beam 13 and the center of the valley side of the floor slab 11 are hinge-coupled, and a plate-like elastic body 15A such as a rubber plate is disposed between the receiving beam 13 and the floor slab 11, and the receiving beam 13 The hinge coupling portion H2 is formed by inserting an anchor 19A such as a reinforcing bar into the through hole 16A, the elastic through hole 17A, and the through hole 18A of the floor slab 11. Moreover, the foundation pile 14 and the receiving beam 13 are rigidly connected, and the rigid connection part G1 is formed by embedding and fixing the head of the foundation pile 14 in the receiving beam 13 by predetermined length. The predetermined length is not less than the diameter of the foundation pile 14.

このように本実施例では、請求項１に対応して、谷側Ｔが傾斜面３をなす道路１を拡張する道路拡張構造において、道路１の谷側Ｔにコンクリート基礎12を設け、傾斜面３に複数の基礎杭14を立設し、この基礎杭14は上部が前記傾斜面３上に突出し、それら基礎杭14，14間に道路長さ方向の受梁13を設け、コンクリート基礎12と受梁13上に床版11を道路長さ方向に並設し、受梁13とコンクリート基礎12とを連結したから、道路１の谷側Ｔのコンクリート基礎12が基礎杭14により安定すると共に、地震などにより基礎杭14に水平力が加わると、これに対して道路１のコンクリート基礎12が対抗することにより、基礎杭14の耐震性能が向上する。   Thus, in this embodiment, corresponding to claim 1, in a road expansion structure for expanding the road 1 where the valley side T forms the inclined surface 3, the concrete foundation 12 is provided on the valley side T of the road 1, and the inclined surface 3, a plurality of foundation piles 14 are erected, the foundation pile 14 protrudes above the inclined surface 3, and a bridge 13 in the road length direction is provided between the foundation piles 14, 14. Since the floor slab 11 is juxtaposed in the road length direction on the receiving beam 13 and the receiving beam 13 and the concrete foundation 12 are connected, the concrete foundation 12 on the valley side T of the road 1 is stabilized by the foundation pile 14, When a horizontal force is applied to the foundation pile 14 due to an earthquake or the like, the concrete foundation 12 of the road 1 opposes this, so that the earthquake resistance performance of the foundation pile 14 is improved.

また、このように本実施例では、基礎杭14と受梁13の結合箇所を剛結し、受梁13と床版11の結合箇所のヒンジ結合しており、請求項２に対応して、受梁13とコンクリート基礎12とを床版11により連結し、床版11とコンクリート基礎12の結合箇所とをヒンジ結合し、基礎杭14と受梁13の結合箇所及び受梁13と床版11の結合箇所の一方をヒンジ結合すると共に、他方を剛結したから、コンクリート基礎12と床版11とをヒンジ結合とすることにより、現場での施工性に優れたものとなり、また、基礎杭14と受梁13と床版11とコンクリート基礎12とは一次不静定構造となるから、水平垂直荷重が加わった際、局部的な応力の集中が発生し難く、基礎杭14とコンクリート基礎12とが床版11を介して支え合う構造となり、安定した構造が得られる。   In this way, in this embodiment, the connecting portion between the foundation pile 14 and the receiving beam 13 is rigidly connected, and the connecting portion between the receiving beam 13 and the floor slab 11 is hinged, The receiving beam 13 and the concrete foundation 12 are connected to each other by the floor slab 11, the connecting portion of the floor slab 11 and the concrete foundation 12 is hinged, and the connecting portion of the foundation pile 14 and the receiving beam 13 and the receiving beam 13 and the floor slab 11 are connected. Since one of the joints is hinged and the other is rigidly connected, the concrete foundation 12 and the floor slab 11 are hinged to provide excellent workability on site, and the foundation pile 14 And receiving beam 13, floor slab 11, and concrete foundation 12 have a primary statically indeterminate structure, so when horizontal and vertical loads are applied, local stress concentration is unlikely to occur, and foundation pile 14 and concrete foundation 12 Is supported by the floor slab 11, and a stable structure is obtained.

また、実施例上の効果として、床版11はプレキャストコンクリート製であり、プレキャストコンクリート床版11を、コンクリート基礎12や受梁13に現場で剛結する場合に比べて、結合がヒンジ結合で済むから、施工性に優れたものとなる。この場合、基礎12や受梁13がプレキャストコンクリート製の場合、一層、結合に係る施工が容易となる。   In addition, as an effect of the embodiment, the floor slab 11 is made of precast concrete, and compared with the case where the precast concrete floor slab 11 is rigidly connected to the concrete foundation 12 and the receiving beam 13 in the field, the coupling is sufficient. Therefore, it is excellent in workability. In this case, when the foundation 12 and the receiving beam 13 are made of precast concrete, the construction related to the coupling is further facilitated.

図５は本発明の実施例２を示し、上記実施例１と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、同図は、ヒンジ結合部Ｈ１の他の例を示し、アンカーボルト21を用い、このアンカーボルト21は、下部に略Ｕ字状のアンカー部たる屈曲部22を有し、該屈曲部22をコンクリート基礎12に埋設固定し、そのアンカーボルト21の上部を貫通孔17，18に挿通し、この貫通孔18の上部は径大な段付き孔23が形成され、この段付き孔23に座金24を配置し、この座金24の上からアンカーボルト21上部のネジ部に、ナット25を螺合することによりヒンジ結合部Ｈ１を構成している。   FIG. 5 shows a second embodiment of the present invention, in which the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. This figure shows another example of the hinge coupling portion H1. The anchor bolt 21 is used, and this anchor bolt 21 has a bent portion 22 which is a substantially U-shaped anchor portion at the lower portion, and the bent portion 22 is embedded and fixed in the concrete foundation 12. The upper part is inserted into the through holes 17, 18, and a large stepped hole 23 is formed in the upper part of the through hole 18. A washer 24 is disposed in the stepped hole 23, and the anchor bolt 21 is placed on the washer 24. The hinge coupling portion H1 is configured by screwing the nut 25 into the upper screw portion.

この例では、アンカーボルト21の下部をコンクリート基礎12に埋設固定するから、コンクリート基礎12を現場打ちコンクリートにより施工する場合に有利である。   In this example, since the lower part of the anchor bolt 21 is embedded and fixed to the concrete foundation 12, it is advantageous when the concrete foundation 12 is constructed by on-site concrete.

図６及び図７は本発明の実施例３を示し、上記各実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、基礎杭14と受梁13とが、ヒンジ結合され、前記基礎杭14と受梁13との間に、ゴム板などの板状の弾性体15Ｂを配置し、基礎杭14の上面に突出したアンカー26を、弾性体15Ｂの貫通孔と受梁13の下面に形成した孔27とに挿入してヒンジ結合部Ｈ３が形成されている。また、受梁13と床版11は剛結され、受梁13に固定したアンカー部材28によって受梁13に床版11を緊張一体化することにより、剛結部Ｇ２を形成している。   6 and 7 show a third embodiment of the present invention. The same reference numerals are given to the same parts as those of the above-described embodiments, and detailed description thereof will be omitted. The beam 13 is hinged, a plate-like elastic body 15B such as a rubber plate is disposed between the foundation pile 14 and the receiving beam 13, and an anchor 26 protruding from the upper surface of the foundation pile 14 is provided as an elastic body. A hinge coupling portion H3 is formed by being inserted into the through hole of 15B and the hole 27 formed in the lower surface of the receiving beam 13. Further, the receiving beam 13 and the floor slab 11 are rigidly connected, and the floor slab 11 is tensioned and integrated with the receiving beam 13 by an anchor member 28 fixed to the receiving beam 13, thereby forming a rigid connection portion G2.

このように本実施例では、基礎杭14と受梁13の結合箇所をヒンジ結合し、受梁13と床版11の結合箇所の剛結しており、請求項１及び２に対応して、上記各実施例と同様な作用・効果を奏する。   As described above, in this embodiment, the connecting portion between the foundation pile 14 and the receiving beam 13 is hinge-connected, and the connecting portion between the receiving beam 13 and the floor slab 11 is rigidly connected. The same operations and effects as the above-described embodiments are achieved.

図８は本発明の実施例４を示し、上記各実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、同図は、ヒンジ結合部Ｈ３の他の例を示し、この基礎杭14の頭部を受梁13内に僅かに挿入することによりヒンジ結合部Ｈ３を形成している。このように基礎杭14の頭部を１０ｃｍ程度挿入することにより、ヒンジ結合となる。すなわち、ヒンジ結合は、基礎杭14と受梁13との間で曲げモーメントを伝達しない結合である。   FIG. 8 shows a fourth embodiment of the present invention. The same reference numerals are given to the same parts as those of the above-described embodiments, and detailed description thereof will be omitted, and FIG. 8 shows another example of the hinge coupling portion H3. The hinge coupling portion H3 is formed by slightly inserting the head of the foundation pile 14 into the receiving beam 13. By inserting the head of the foundation pile 14 about 10 cm in this way, a hinge connection is established. That is, the hinge connection is a connection that does not transmit a bending moment between the foundation pile 14 and the receiving beam 13.

図９及び図１０は本発明の実施例５を示し、上記各実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、前記コンクリート基礎12と受梁13とを、道路幅方向の連結杆31により連結し、この連結杆31は道路の長さ方向に所定間隔を置いて複数設けられ、該連結杆31はプレキャストコンクリート製である。同図に示すように、連結杆31の山側Ｙには、ヒンジ結合部たるコンクリートヒンジ32が形成され、このコンクリートヒンジ32は、連結杆31に両側を切り欠いた幅の狭い部分を形成し、この幅の狭い部分に、連結杆31の長さ方向の鉄筋33を複数埋設してなる。連結杆31の谷側端と受梁13とは剛結され、該連結杆31の谷側端を受梁13に埋設して固定することにより剛結部Ｇ３を形成している。尚、連結杆31の山側端はコンクリート基礎12に埋設固定されて該基礎12と一体化されている。また、前記基礎杭14と受梁13とは、前記ヒンジ結合部Ｈ３により連結されている。   9 and 10 show a fifth embodiment of the present invention. The same reference numerals are given to the same parts as those of the above-described embodiments, and detailed description thereof is omitted. In this example, the concrete foundation 12 and The receiving beams 13 are connected by connecting rods 31 in the road width direction, and a plurality of connecting rods 31 are provided at predetermined intervals in the length direction of the road, and the connecting rods 31 are made of precast concrete. As shown in the figure, on the mountain side Y of the connecting rod 31, a concrete hinge 32 as a hinge connecting portion is formed, and this concrete hinge 32 forms a narrow portion with both sides cut out on the connecting rod 31, A plurality of reinforcing bars 33 in the length direction of the connecting rod 31 are embedded in the narrow portion. The valley-side end of the connecting rod 31 and the receiving beam 13 are rigidly connected, and the valley-side end of the connecting rod 31 is embedded in the receiving beam 13 and fixed to form a rigid connection portion G3. The mountain side end of the connecting rod 31 is embedded and fixed to the concrete foundation 12 and integrated with the foundation 12. The foundation pile 14 and the receiving beam 13 are connected by the hinge coupling portion H3.

そして、床版11の山側端は、前記ヒンジ結合部Ｈ１によりコンクリート基礎12に連結され、受梁13と床版11との間には前記弾性体15Ａを配置し、受梁13上に床版11を載置している。このように、受梁13と床版11とを結合する必要がないが、必要に応じて結合するようにしてもよい。   And the peak side end of the floor slab 11 is connected to the concrete foundation 12 by the hinge joint H1. The elastic body 15A is disposed between the receiving beam 13 and the floor slab 11, and the floor slab is placed on the receiving beam 13. 11 is placed. Thus, although it is not necessary to couple | bond the receiving beam 13 and the floor slab 11, you may make it couple | bond as needed.

このように本実施例では、受梁13とコンクリート基礎11とを連結杆31により連結したから、請求項１に対応して、上記各実施例と同様な作用・効果を奏する。   Thus, in this embodiment, since the receiving beam 13 and the concrete foundation 11 are connected by the connecting rod 31, the same operation and effect as in each of the above embodiments can be achieved in correspondence with the first aspect.

また、このように本実施例では、基礎杭14と受梁13とをヒンジ結合し、受梁13と連結杆31とを剛結し、請求項３に対応して、受梁13とコンクリート基礎12とを連結杆31により連結し、この連結杆31はコンクリート基礎12と受梁13の上面より下方においてこれらコンクリート基礎12と受梁13とを連結し、連結杆31とコンクリート基礎12の結合箇所とをヒンジ結合し、基礎杭14と受梁13の結合箇所及び受梁13と連結杆31の結合箇所の一方をヒンジ結合すると共に、他方を剛結したから、コンクリート基礎12と受梁13の上に設ける床版11をこれらコンクリート基礎12と受梁13に剛結する必要がなく、現場での施工性に優れたものとなり、また、基礎杭14と受梁13と連結杆31とコンクリート基礎12とは一次不静定構造となるから、水平垂直荷重が加わった際、局部的な応力の集中が発生し難く、基礎杭14とコンクリート基礎12とが連結杆31を介して支え合う構造となり、安定した構造が得られる。   In this way, in this embodiment, the foundation pile 14 and the receiving beam 13 are hinged and the receiving beam 13 and the connecting rod 31 are rigidly connected. 12 is connected by a connecting rod 31, which connects the concrete foundation 12 and the receiving beam 13 below the upper surface of the concrete foundation 12 and the receiving beam 13. Are connected to the foundation pile 14 and the receiving beam 13 and one of the connecting positions of the receiving beam 13 and the connecting rod 31 is hinged and the other is rigidly connected. There is no need to rigidly connect the floor slab 11 provided on the concrete foundation 12 and the receiving beam 13, and the construction work at the site is excellent, and the foundation pile 14, the receiving beam 13, the connecting rod 31, the concrete foundation 12 is a primary indeterminate structure, so when a horizontal and vertical load is applied, Concentration hardly occurs in the foundation pile 14 and the concrete foundation 12 is structured to support each other via a connecting rod 31, a stable structure is obtained.

また、実施例上の効果として、基礎杭14と受梁13と連結杆31とコンクリート基礎12とにより支持構造を構成するから、床版11は比較的薄型のもので済む。   In addition, as an effect of the embodiment, since the support structure is constituted by the foundation pile 14, the receiving beam 13, the connecting rod 31, and the concrete foundation 12, the floor slab 11 may be relatively thin.

図１２及び図１３は本発明の実施例６を示し、上記実施例１と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、同図は、実施例６の連結杆31に換えて鋼製の連結杆31Ａにより前記コンクリート基礎12と受梁13とを連結し、コンクリート基礎12の谷側面には、鋼製の連結片34を設け、連結片34は一部がコンクリート基礎12に埋設固定されており、前記連結片34を挟む位置に一対の連結受片35，35を設け、この連結受片35，35を連結杆31Ａの山側端に溶着などにより一体に設け、それら連結受片35，連結片34，連結受片35とを回動可能なピン36により連結し、このピン36によりヒンジ結合部を構成している。   12 and 13 show a sixth embodiment of the present invention. The same reference numerals are given to the same parts as those in the first embodiment, and detailed description thereof will be omitted. The concrete foundation 12 and the receiving beam 13 are connected by a steel connection rod 31A instead of the rod 31, and a steel connection piece 34 is provided on the side of the valley of the concrete foundation 12, and the connection piece 34 is partially A pair of connection receiving pieces 35, 35 are provided at a position sandwiching the connection piece 34, and the connection receiving pieces 35, 35 are integrally provided on the mountain side end of the connection rod 31A by welding or the like. The connection receiving piece 35, the connection piece 34, and the connection receiving piece 35 are connected by a rotatable pin 36, and the pin 36 constitutes a hinge coupling portion.

このように本実施例では、受梁13とコンクリート基礎12とを連結杆31Ａにより連結したから、請求項１に対応して、上記各実施例と同様な作用・効果を奏する。   Thus, in this embodiment, since the receiving beam 13 and the concrete foundation 12 are connected by the connecting rod 31A, the same operations and effects as the above-described embodiments are achieved in correspondence with the first aspect.

また、連結杆31Ａとコンクリート基礎12とをピン36によりヒンジ結合したから、請求項３に対応して、上記各実施例と同様な作用・効果を奏する。   Further, since the connecting rod 31A and the concrete foundation 12 are hinge-coupled by the pin 36, the same operation and effect as the above-described embodiments are obtained corresponding to the third aspect.

図１４は本発明の実施例７を示し、上記実施例１と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、基礎杭14に受梁13を剛結部Ｇ１により剛結し、受梁13と連結杆31とを、前記コンクリートヒンジ32やピン34によりヒンジ結合し、連結杆31とコンクリート基礎12とを、前記コンクリートヒンジ32やピン34によりヒンジ結合している。   FIG. 14 shows a seventh embodiment of the present invention. The same reference numerals are given to the same portions as those in the first embodiment, and the detailed description is omitted. In this example, the receiving beam 13 is attached to the foundation pile 14. It is rigidly connected by the rigid connection part G1, and the receiving beam 13 and the connecting rod 31 are hinge-coupled by the concrete hinge 32 and the pin 34, and the connecting rod 31 and the concrete foundation 12 are hinged by the concrete hinge 32 and the pin 34. Are connected.

このように本実施例では、基礎杭14と受梁13とを剛結し、受梁13と連結杆31とをヒンジ結合しており、請求項３に対応して、上記各実施例と同様な作用・効果を奏する。   As described above, in this embodiment, the foundation pile 14 and the receiving beam 13 are rigidly connected, and the receiving beam 13 and the connecting rod 31 are hinge-coupled. Has an effect and effect.

なお、本発明は、前記実施例に限定されるものではなく、種々の変形実施が可能である。例えば、実施例で示したヒンジ結合部や剛結部に限らず、各種のヒンジ結合及び剛結構造を採用することができる。   In addition, this invention is not limited to the said Example, A various deformation | transformation implementation is possible. For example, not only the hinge coupling part and the rigid coupling part shown in the embodiment but various hinge couplings and rigid coupling structures can be employed.

本発明の実施例１を示す道路拡張構造の道路幅方向の断面図である。It is sectional drawing of the road width direction of the road expansion structure which shows Example 1 of this invention. 同上、要部の断面図である。It is sectional drawing of the principal part same as the above. 同上、道路拡張構造の道路長さ方向の断面図である。FIG. 3 is a cross-sectional view of the road extension structure in the road length direction. 同上、道路拡張構造の骨組概略図である。It is a frame schematic diagram of a road expansion structure same as the above. 本発明の実施例２を示すヒンジ結合部の断面図である。It is sectional drawing of the hinge coupling | bond part which shows Example 2 of this invention. 本発明の実施例３を示す道路拡張構造の道路幅方向の断面図である。It is sectional drawing of the road width direction of the road expansion structure which shows Example 3 of this invention. 同上、道路拡張構造の骨組概略図である。It is a frame schematic diagram of a road expansion structure same as the above. 本発明の実施例４を示すヒンジ結合部の断面図である。It is sectional drawing of the hinge coupling | bond part which shows Example 4 of this invention. 本発明の実施例５を示す道路拡張構造の道路幅方向の断面図である。It is sectional drawing of the road width direction of the road expansion structure which shows Example 5 of this invention. 同上、ヒンジ結合部の断面図である。It is a sectional view of a hinge joint part same as the above. 同上、道路拡張構造の骨組概略図である。It is a frame schematic diagram of a road expansion structure same as the above. 本発明の実施例５を示すヒンジ結合部回りの断面図である。It is sectional drawing around the hinge coupling | bond part which shows Example 5 of this invention. 同上、ヒンジ結合部回りの一部を断面にした平面図である。It is the top view which made the section around a hinge coupling | bond part a cross section same as the above. 本発明の実施例６を示す道路拡張構造の骨組概略図である。It is the framework schematic of the road expansion structure which shows Example 6 of this invention.

符号の説明Explanation of symbols

１ 道路
Ｔ 谷側
２ 傾斜面
Ｔ 山側
３ 傾斜面
11 床版
12 コンクリート基礎
13 受梁
14 基礎杭
31，31Ａ 連結杆
Ｈ１，Ｈ２，Ｈ３ ヒンジ結合部
Ｇ１，Ｇ２，Ｇ３ 剛結部
32 コンクリートヒンジ（ヒンジ結合部）
36 ピン（ヒンジ結合部） 1 Road T Valley side 2 Inclined surface T Mountain side 3 Inclined surface
11 Floor slab
12 Concrete foundation
13 Receiving beam
14 Foundation pile
31, 31A Connection rod H1, H2, H3 Hinge connection part G1, G2, G3 Rigid connection part
32 Concrete hinge (hinge joint)
36 pin (hinge joint)

Claims (3)

谷側が傾斜面をなす道路を拡張する道路拡張構造において、前記道路の谷側にコンクリート基礎を設け、前記傾斜面に複数の基礎杭を立設し、この基礎杭は上部が前記傾斜面上に突出し、それら基礎杭間に道路長さ方向の受梁を設け、前記コンクリート基礎と前記受梁上に床版を道路長さ方向に並設し、前記受梁と前記コンクリート基礎とを連結したことを特徴とする道路拡張構造。 In the road expansion structure that expands the road where the valley side forms an inclined surface, a concrete foundation is provided on the valley side of the road, and a plurality of foundation piles are erected on the inclined surface, and the upper portion of the foundation pile is on the inclined surface. Protruding, provided a receiving beam in the road length direction between these foundation piles, and laying a floor slab on the concrete foundation and the receiving beam in the road length direction, and connecting the receiving beam and the concrete foundation Road expansion structure characterized by. 前記受梁と前記コンクリート基礎とを前記床版により連結し、前記床版と前記コンクリート基礎の結合箇所とをヒンジ結合し、前記基礎杭と前記受梁の結合箇所及び前記受梁と前記床版の結合箇所の一方をヒンジ結合すると共に、他方を剛結したことを特徴とする請求項１記載の道路拡張構造。 The receiving beam and the concrete foundation are connected by the floor slab, the connecting position of the floor slab and the concrete foundation is hinged, the connecting position of the foundation pile and the receiving beam, and the receiving beam and the floor slab The road expansion structure according to claim 1, wherein one of the coupling portions is hinge-coupled and the other is rigidly coupled. 前記受梁と前記コンクリート基礎とを連結杆により連結し、この連結杆は前記コンクリート基礎と前記受梁の上面より下方においてこれらコンクリート基礎と前記受梁とを連結し、前記連結杆と前記コンクリート基礎の結合箇所とをヒンジ結合し、前記基礎杭と前記受梁の結合箇所及び前記受梁と前記連結杆の結合箇所の一方をヒンジ結合すると共に、他方を剛結したことを特徴とする請求項１記載の道路拡張構造。

The receiving beam and the concrete foundation are connected by a connecting rod, and the connecting rod connects the concrete foundation and the receiving beam below the upper surface of the concrete foundation and the receiving beam, and the connecting rod and the concrete foundation. And a connecting portion between the foundation pile and the receiving beam and a connecting portion between the receiving beam and the connecting rod are hinge-connected and the other is rigidly connected. 1. The road expansion structure according to 1.

JP2004206525A 2004-07-13 2004-07-13 Road expansion structure Expired - Fee Related JP4038821B2 (en)

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KR101037594B1 (en) * 2008-11-19 2011-05-27 한림에코텍 주식회사 Wing block
JP2012184580A (en) * 2011-03-04 2012-09-27 Hayashi Bussan Hatsumei Kenkyusho:Kk Road structure
KR101302148B1 (en) * 2012-05-09 2013-08-30 김문경 Footbridge for extension and river crossing
CN103669195A (en) * 2013-11-05 2014-03-26 中国铁建港航局集团有限公司 Method for increasing single lane by utilizing roadbed
KR101424397B1 (en) * 2013-06-20 2014-07-29 김문경 Footbridge for extension and river crossing
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101037594B1 (en) * 2008-11-19 2011-05-27 한림에코텍 주식회사 Wing block
JP2012184580A (en) * 2011-03-04 2012-09-27 Hayashi Bussan Hatsumei Kenkyusho:Kk Road structure
KR101302148B1 (en) * 2012-05-09 2013-08-30 김문경 Footbridge for extension and river crossing
KR101424397B1 (en) * 2013-06-20 2014-07-29 김문경 Footbridge for extension and river crossing
CN103669195A (en) * 2013-11-05 2014-03-26 中国铁建港航局集团有限公司 Method for increasing single lane by utilizing roadbed
CN111794041A (en) * 2020-06-30 2020-10-20 长江勘测规划设计研究有限责任公司 Road subgrade pavement structure combined with cantilever structure
CN111794041B (en) * 2020-06-30 2021-11-12 长江勘测规划设计研究有限责任公司 Road subgrade pavement structure combined with cantilever structure

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