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JP3355414B2 - Roadway construction method on slope - Google Patents
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JP3355414B2 - Roadway construction method on slope - Google Patents

Roadway construction method on slope

Info

Publication number
JP3355414B2
JP3355414B2 JP35476692A JP35476692A JP3355414B2 JP 3355414 B2 JP3355414 B2 JP 3355414B2 JP 35476692 A JP35476692 A JP 35476692A JP 35476692 A JP35476692 A JP 35476692A JP 3355414 B2 JP3355414 B2 JP 3355414B2
Authority
JP
Japan
Prior art keywords
slope
runway
constructing
traveling path
constructed
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
JP35476692A
Other languages
Japanese (ja)
Other versions
JPH06185004A (en
Inventor
隆司 川濱
実 俣野
一仁 池尻
健司 加賀田
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.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP35476692A priority Critical patent/JP3355414B2/en
Publication of JPH06185004A publication Critical patent/JPH06185004A/en
Application granted granted Critical
Publication of JP3355414B2 publication Critical patent/JP3355414B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、法面における走行路の
施工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 method for constructing a traveling path on a slope.

【0002】[0002]

【従来の技術】山の裾部に道路、鉄道線路などを通す場
合には法面の一部を切り取らなければなならい。その
際、従来は法面を順次上方から掘削して多数の小段を形
成し、長大な掘削面を露出させた状態で走行路の構築を
行っている。
2. Description of the Related Art When a road, a railway line, or the like is passed through a foot of a mountain, a part of a slope must be cut off. At that time, conventionally, a slope is excavated sequentially from above to form a large number of small steps, and a traveling path is constructed in a state where a long excavated surface is exposed.

【0003】[0003]

【発明が解決しようとする問題点】前記したような従来
の法面における走行路の施工方法にあっては、次のよう
な問題点がある。 <イ>掘削したばかりの土砂の露出した長大な法面が形
成されるために、周囲の環境や景観の調和を乱すことに
なる。 <ロ>掘削した法面の保護のためには、法枠工事、吹き
付け工事などが必要となり不経済である。 <ハ>法面の保護工事を行ったとしても、いったん掘削
された長大な面が風雨に晒されると、環境の保全に悪い
影響を及ぼす。 <ニ>長大な法面の掘削で発生した土砂を処理するため
に手数や費用がかかる。
The above-described conventional method for constructing a traveling path on a slope has the following problems. <B> Because a long slope with exposed earth and sand that has just been excavated is formed, it will disrupt the harmony of the surrounding environment and landscape. <B> In order to protect the excavated slope, it is uneconomical to construct a sloping frame and spray. <C> Even if the slope is protected, once the excavated long surface is exposed to wind and rain, it will have a bad effect on environmental conservation. <D> It takes time and effort to treat the earth and sand generated by excavation of a long slope.

【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、周囲の環境、景観を乱
すことなく、自然のままに残すことができ、特別の法面
保護工事が不要で安定した法面を維持することのでき
る、法面における走行路の施工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 it is possible to leave a natural environment without disturbing the surrounding environment and landscape, and to protect a special slope. It is an object of the present invention to provide a method for constructing a traveling path on a slope, which can maintain a stable slope without construction.

【0005】[0005]

【問題点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、本発明の法面における走行路の施工方法
は、法面の一部を開削して少なくとも上下二段、あるい
はそれ以上の複数段の走行路を構築する方法であって、
上部走行路の山側には深礎杭などを利用してほぼ垂直に
上部壁面を構築し、この上部壁面から谷側の土砂を水平
に切り取って上部の走行路を構築し、この上部走行路の
谷側には深礎杭などを利用してほぼ垂直に下部壁面を構
築し、この下部壁面から谷側の土砂を水平に切り取って
下部の走行路を構築することを特徴とする、法面におけ
る走行路の施工方法を特徴としたものである。
Means for Solving the Problems In order to achieve the above object, a method of constructing a traveling path on a slope according to the present invention is to cut a part of the slope to at least two upper and lower steps, or A method for constructing a multi-step traveling path as described above,
On the mountain side of the upper runway, an upper wall is constructed almost vertically using a deep foundation pile, etc., and the soil on the valley side is cut horizontally from this upper wall to build an upper runway. On the valley side, the lower wall is constructed almost vertically using deep foundation piles, etc., and the soil on the valley side is cut horizontally from this lower wall to construct the lower running path, It features a construction method of a traveling path.

【0006】[0006]

【本発明の構成】以下図面を参照しながら本発明の法面
における走行路の施工方法の実施例について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for constructing a traveling path on a slope according to the present invention will be described below with reference to the drawings.

【0007】<イ>上部壁面の構築 本発明の施工方法は、法面の一部を開削して上段と下段
に、高さの異なる二段あるいはそれ以上の複数段の走行
路を構築する方法に関するものである。実施例として上
下二段の走行路を構築する方法について説明すると、ま
ず上部走行路1を構築する予定位置の山側の地中に上部
壁面2を構築する。上部壁面2を地中に構築するため
に、垂直、あるいはほぼ垂直に多数本の深礎杭Pを隣接
して一列に並べて施工する。この杭Pは法面の表面から
垂直方向に柱を構築する方法であるから、この段階では
法面を切り取る必要がなく、切り取り面が露出すること
がない。もちろん深礎杭Pに限らず、従来公知の他の地
下壁工法などであっても同様の目的を達成できる。
<A> Construction of upper wall surface The construction method of the present invention is a method of constructing a two- or more-stage running path having different heights in upper and lower steps by cutting a part of a slope. It is about. The method of constructing the upper and lower two-step traveling path will be described as an embodiment. First, the upper wall surface 2 is constructed in the ground on the mountain side at the position where the upper traveling path 1 is to be constructed. In order to construct the upper wall surface 2 in the ground, a number of deep foundation piles P are vertically or almost vertically arranged in a row adjacent to each other. Since the pile P is a method of constructing a pillar in the vertical direction from the surface of the slope, it is not necessary to cut the slope at this stage, and the cut surface is not exposed. Of course, the same purpose can be achieved not only by the deep foundation pile P but also by other conventionally known underground wall construction methods.

【0008】<ロ>上部走行路1の構築 こうして地中にほぼ垂直に杭P群や地下壁を施工して上
部壁面2を地中に構築したら、この上部壁面2から谷側
の土砂を順次水平に切り取って盤下げを行ってゆく。こ
の切り取りと平行して上部壁面2を支持するアンカーを
施工する。水平切り取りが所定の深さに達したら掘削を
停止し、その水平面には格子状にコンクリートの粱で枠
Gを組み立てる。すなわちこの格子枠Gは掘削した平面
の上に搭載された状態で配置される。この格子枠Gの上
面に、プレストレスキャストのコンクリート板を順次敷
設して固定して行けば、上部走行路1が完成する。鉄道
の場合にはさらに軌条工事を行う。
<B> Construction of upper runway 1 When piles P and underground walls are constructed almost vertically in the ground and the upper wall 2 is constructed in the ground, the soil on the valley side is sequentially removed from the upper wall 2. Cut it horizontally and lower it. An anchor for supporting the upper wall surface 2 is constructed in parallel with the cutting. When the horizontal cutting reaches a predetermined depth, the excavation is stopped, and a frame G is assembled on the horizontal surface with a grid of concrete beams. That is, the lattice frame G is placed in a state where it is mounted on an excavated plane. If the prestress cast concrete plates are sequentially laid and fixed on the upper surface of the lattice frame G, the upper traveling path 1 is completed. In the case of railways, additional rail work will be performed.

【0009】<ハ>下部壁面の構築 こうして完成した上部走行路1の谷側には、再び深礎杭
Pなどを施工する。すると上部走行路1の谷側の縁に沿
って、地中には垂直に連続杭Pによる地中壁面が構築さ
れる。
<C> Construction of lower wall surface On the valley side of the upper traveling path 1 completed in this way, a deep foundation pile P and the like are again constructed. Then, along the valley-side edge of the upper traveling path 1, an underground wall is formed vertically by a continuous pile P in the ground.

【0010】<ニ>下部走行路の構築 地中に地下壁を構築したら、この地下壁の谷側を掘削し
て地下壁を露出させる。この露出した部分が下部壁面4
となる。こうして谷側の土砂を順次水平に切り取って下
部壁面4を露出させつつ盤下げを行う。水平切り取りが
所定の深さに達したら掘削を停止し、通常の道路の路盤
工事と同様の方法によって下部走行路3を構築する。鉄
道の場合にはさらに軌条工事を行う。こうして上部走行
路1、下部走行路3が上下二段に構築される。
<D> Construction of lower traveling path After constructing the underground wall in the ground, the valley side of the underground wall is excavated to expose the underground wall. This exposed part is the lower wall 4
Becomes In this way, the soil on the valley side is sequentially cut horizontally to lower the board while exposing the lower wall surface 4. When the horizontal cutting reaches a predetermined depth, the excavation is stopped, and the lower traveling path 3 is constructed in the same manner as the usual roadbed construction. In the case of railways, additional rail work will be performed. In this way, the upper traveling path 1 and the lower traveling path 3 are constructed in two stages, upper and lower.

【0011】<ホ>他の実施例 以上は上下二段に走行路を構築する場合を説明したが、
二段に限らず複数段の走行路を構築することもできる。
さらに図3に示すように法面から地中にほぼ垂直に構築
した壁面5の中間に水平にスラブ6を構築し、スラブ6
の谷側縁は垂直に設置した鋼製フレーム7で支持する構
造を採用することもできる。このスラブ6を天井として
走行路を構成する。この場合にスラブ6の上部に覆土を
行い、覆土の表面に植生を行えばより景観に沿った施工
を行うことができる。
<E> Other Embodiments The case where the traveling path is constructed in two steps above and below has been described.
Not only two steps but also a plurality of steps can be constructed.
Further, as shown in FIG. 3, a slab 6 is constructed horizontally in the middle of a wall surface 5 constructed substantially vertically from the slope to the ground.
The structure in which the valley side edge is supported by a steel frame 7 installed vertically can also be adopted. The slab 6 is used as a ceiling to form a traveling path. In this case, if the top of the slab 6 is covered with soil and vegetation is applied to the surface of the covered soil, construction can be performed more in line with the landscape.

【0012】[0012]

【発明の効果】本発明の法面における走行路の施工方法
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>路面の構築される上部の土砂が排除されるだけで
あり、他の法面は自然のままに維持されている。 <ロ>そのために大規模な自然の破壊を行うことがな
く、複数の路線を構築できる。 <ハ>大規模な土砂の掘削を行うことがないから、排除
する土砂の量も少なく、作業量を大幅に減少させること
ができる。 大量の土砂を廃棄する必要がないから、残土処分に伴な
う環境への影響も最小限に抑えることができる。
As described above, the method for constructing a traveling road on a slope according to the present invention has the following effects. <B> Only the upper part of the road where the road is built is removed, and the other slopes are kept intact. <B> Therefore, a plurality of routes can be constructed without causing a large-scale destruction of nature. <C> Since large-scale excavation of earth and sand is not performed, the amount of earth and sand to be removed is small, and the work amount can be significantly reduced. Since there is no need to dispose of a large amount of earth and sand, the environmental impact of disposal of surplus soil can be minimized.

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

【図1】本発明の走行路の施工方法を示す斜視図FIG. 1 is a perspective view showing a method of constructing a traveling path according to the present invention.

【図2】完成した走行路の断面図FIG. 2 is a cross-sectional view of a completed traveling path.

【図3】他の実施例の断面図FIG. 3 is a sectional view of another embodiment.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 池尻 一仁 東京都新宿区西新宿一丁目25番1号 大 成建設株式会社内 (72)発明者 加賀田 健司 東京都新宿区西新宿一丁目25番1号 大 成建設株式会社内 (56)参考文献 特開 昭61−186601(JP,A) 特開 平4−16623(JP,A) 特開 昭59−233028(JP,A) 特公 昭56−11825(JP,B2) ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kazuhito Ikejiri 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Inside Taisei Corporation (72) Inventor Kenji Kagata 1-25, Nishishinjuku, Shinjuku-ku, Tokyo No. 1 Taisei Corporation (56) References JP-A-61-186601 (JP, A) JP-A-4-16623 (JP, A) JP-A-59-2333028 (JP, A) -11825 (JP, B2)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】法面の一部を開削して少なくとも上下二段
の走行路を構築する方法であって、 上部走行路の山側の地中には多数本の深礎杭を隣接して
並べて垂直に上部壁面を構築し、 この上部壁面から谷側の土砂を水平に切り取って、水平
面にコンクリート枠を組み立てて上部の走行路を構築
し、 この上部走行路の谷側の地中には多数本の深礎杭を隣接
して並べて垂直に下部壁面を構築し、 この下部壁面から谷側の土砂を水平に切り取って下部の
走行路を構築することを特徴とする、 法面における走行路の施工方法。
1. A method for constructing at least two upper and lower traveling paths by cutting a part of a slope, wherein a number of deep foundation piles are adjacently located in the ground on a mountain side of an upper traveling path.
Vertically construct the upper wall surface side by side , cut the valley side soil from this upper wall surface horizontally,
The upper runway is constructed by assembling a concrete frame on the surface, and a number of deep foundation piles are adjacent to the ground on the valley side of the upper runway.
A method of constructing a runway on a slope, characterized by constructing a lower runway vertically by arranging the lower runway, and cutting the valley-side soil horizontally from the lower runway to build a lower runway.
JP35476692A 1992-12-17 1992-12-17 Roadway construction method on slope Expired - Fee Related JP3355414B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35476692A JP3355414B2 (en) 1992-12-17 1992-12-17 Roadway construction method on slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35476692A JP3355414B2 (en) 1992-12-17 1992-12-17 Roadway construction method on slope

Publications (2)

Publication Number Publication Date
JPH06185004A JPH06185004A (en) 1994-07-05
JP3355414B2 true JP3355414B2 (en) 2002-12-09

Family

ID=18439765

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35476692A Expired - Fee Related JP3355414B2 (en) 1992-12-17 1992-12-17 Roadway construction method on slope

Country Status (1)

Country Link
JP (1) JP3355414B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IL169878A (en) * 2005-07-26 2010-06-16 Ofer Naaman Method for tunnel construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5611825B2 (en) 2007-08-02 2014-10-22 キスリング、アクチェンゲゼルシャフトKisling Ag Closing device for metering and supplying adhesive from a container, semi-finished product constituting the closing device, and assembly method for manufacturing the closing device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5611825B2 (en) 2007-08-02 2014-10-22 キスリング、アクチェンゲゼルシャフトKisling Ag Closing device for metering and supplying adhesive from a container, semi-finished product constituting the closing device, and assembly method for manufacturing the closing device

Also Published As

Publication number Publication date
JPH06185004A (en) 1994-07-05

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