JPS60215921A - Formation of cut slope - Google Patents
Formation of cut slopeInfo
- Publication number
- JPS60215921A JPS60215921A JP5779285A JP5779285A JPS60215921A JP S60215921 A JPS60215921 A JP S60215921A JP 5779285 A JP5779285 A JP 5779285A JP 5779285 A JP5779285 A JP 5779285A JP S60215921 A JPS60215921 A JP S60215921A
- Authority
- JP
- Japan
- Prior art keywords
- slope
- construction
- cut
- divisions
- subdivision
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は、切土斜面を安定に保ちながら斜面の切り取
り工と保護工とを行うようにした、切土斜面の造成方法
に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a cut slope in which cutting and protection works are performed on the slope while keeping the cut slope stable.
従来、地山を掘削して切土斜面を形成し、これに保護工
を施すことが行われて゛いるが、この場合、斜面の切り
取りは安定勾配において全斜面を切り取った後、表面処
理やロックボルトの。Conventionally, the ground is excavated to form a cut slope, and protection works are applied to this.In this case, the entire slope is cut at a stable slope, and then surface treatment and rock of bolts.
打込み等保護工を施しているのである。しかし、このよ
うに安定勾配で全斜面を切るためには、斜面が長く、斜
面の奥行も深くなるので、掘削出量は莫大になり、また
、工事にあたって占有する敷地面積も大きくなるばかり
でなく、斜面の条件によっては保護工も大がかりになる
等多くの問題点がある。This is because protection works such as hammering have been applied. However, in order to cut the entire slope at a stable slope in this way, the slope must be long and the slope must be deep, so the amount of excavation required will be enormous, and the site area occupied during construction will also increase. There are many problems, such as the need for large-scale protection works depending on the conditions of the slope.
このような事態から、斜面の勾配を大きくして切り取れ
ば、斜面の奥行が浅くなり工事にあたって占有する敷地
面積を少なくすることができる点で有利にはなるが、そ
の反面、斜面の安定に対する安全率は小さくなるから、
工事に当って適切な処置を講じないと工事中の危険はも
とより、切り取り工事完了後の斜面保護にも問題を残す
ことになる。In this situation, cutting the slope with a larger slope is advantageous in that the depth of the slope becomes shallower and the site area occupied for construction can be reduced, but on the other hand, it is difficult to ensure the stability of the slope. Since the rate will be smaller,
If appropriate measures are not taken during construction, not only will there be danger during construction, but there will also be problems in protecting the slope after the cutting work is completed.
また、前記従来の工法では、全斜面を切り取ってから保
護工を施すため、地盤条件によっては施工が大がかりに
なり、多大な労力と費用を要することとなる。Furthermore, in the conventional construction method, the entire slope is cut out and then the protective work is applied, so depending on the ground conditions, the construction may be extensive, requiring a great deal of labor and cost.
この発明は、前記従来の問題点を解決すべく提案された
ものであり、斜面を安定に保ちながら従来の切り取り斜
面における勾配より急勾配の斜面を施工し、かつ保饅す
るように図ったものである。即ち、従来の工法が掘削と
保護工とを分離してそれぞれに独立に施工していたのに
対し、掘削による斜面の不安定化を小区分域の掘削によ
って防止し、そして、小区分域の掘削毎にその掘削後直
ちに保護工を施し、その掘削区域の安定を確保した後に
次の小区分域の施工に移行し、このような施工を繰返し
て行くのを特徴としており、これによって、安全勾配よ
り急傾斜の斜面造成と、造成後の斜面安定に利用する保
護工とを安全、確実に施すことを可能にするとともに、
保護工の施工を簡易化し、工事のための敷地面積を大巾
に縮少し、切土斜面の造成を経済的に行い得るようにし
ようとするものである。This invention was proposed in order to solve the above-mentioned conventional problems, and is designed to construct a steeper slope than a conventional cut-out slope while keeping the slope stable, and to maintain the slope. It is. In other words, whereas conventional construction methods separate excavation and protection works and construct them independently, this method prevents slope instability caused by excavation by excavating small areas. A feature of this system is that protection work is performed immediately after each excavation, and after ensuring the stability of the excavated area, construction begins on the next sub-area, and such construction is repeated, thereby ensuring safety. In addition to making it possible to safely and reliably construct slopes that are steeper than slopes and to provide protection works used to stabilize slopes after construction,
The aim is to simplify the construction of protection works, greatly reduce the site area for construction, and make it possible to create cut slopes economically.
以下、この発明の実施例について図面を参照して説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
この発明においては、施工する全斜面を高さ方向及び巾
方向に複数に区分し、それにより多数の小割区分を設定
し、それら小割区分を施工単位として掘削と保護工とを
行うことが大きな特徴である。In this invention, the entire slope to be constructed is divided into a plurality of sections in the height direction and the width direction, thereby setting a large number of subdivisions, and excavation and protection work can be performed using these subdivisions as construction units. This is a major feature.
例えば、第1図のように、施工すべき切土斜面をその高
さ方向に対して複数の略均等高さり。For example, as shown in Fig. 1, the cut slope to be constructed has a plurality of approximately equal heights in the height direction.
〜hnに区分し、これを上下の施工区分a1〜anと設
定し、さらに、施工すべき切土斜面の巾方向に対しても
%複数の巾石〜A’nに区分し、横の施工区分b1〜b
nを設定して、切土斜面に多数の小割の施工区分C1〜
Cnを設定する。そして、この小割区分毎に施工を進め
て行くのである。~hn, and set these as upper and lower construction divisions a1 to an.Furthermore, in the width direction of the cut slope to be constructed, the width direction of the cutting slope to be constructed is divided into % multiple footstones ~A'n, and horizontal construction Category b1-b
By setting n, a large number of small sections are constructed on the cut slope C1~
Set Cn. Construction will then proceed in each subdivision.
即ち、−例として、まず第1図のように、最上段の施工
区分a1における端部の小割区分C1の掘削、排出を行
い、所定の勾配の切土斜面1を形成し、次いでこの切土
斜面に対して保護工を施すのである。保護工には各種の
手段が採用できるが、一般的には、表面保護材と補強材
とを施設し、斜面の安定を確保する。この場合の表面保
護材2として吹付コンクリートを施設し、そして、補強
材3としてアンカーボルトやワイヤー等を施設する。ま
た、表面保護材としてプレキャストコンクリート板等の
板状保護材を使用すれば、高い強度が得られるとともに
、施工が大巾に簡素化されることになる。このようにし
て、最上段端部の小割区分CIの安定した斜面1が造成
されることになる。That is, as an example, as shown in FIG. Protection works are applied to the soil slope. Various methods can be used for protection, but in general, surface protection materials and reinforcing materials are installed to ensure slope stability. In this case, shotcrete is installed as the surface protection material 2, and anchor bolts, wires, etc. are installed as the reinforcing material 3. Further, if a plate-shaped protective material such as a precast concrete plate is used as the surface protective material, high strength can be obtained and construction can be greatly simplified. In this way, a stable slope 1 of the subdivision CI at the end of the uppermost stage is created.
次に、小割区分C1の隣りの小割区分C6の掘削、排出
と保護工とを同様にして行い、安定した斜面を造成する
。続いて、小割区分C8の下段にある小割区分C8の施
工を行い、次には上段の小割区分c3を、続いて斜め下
方にある小割区分C3、そしてC,というように、斜め
下方にある小割区分に対して第2図のように段階的に順
次施工を進めて行き、所定の全斜面の造成を終えるので
ある。Next, excavation, evacuation, and protection works for the subdivision C6 adjacent to the subdivision C1 are carried out in the same manner to create a stable slope. Next, construct the subdivision C8 located in the lower row of the subdivision C8, then construct the subdivision C3 in the upper row, then the subdivision C3 located diagonally below, then C, and so on. As shown in Figure 2, construction is carried out step by step in the subdivisions below, until the entire prescribed slope has been created.
また、この場合の小割区分毎の段階的施工は、前記のよ
うな階段状とする施工の進め方に限ることなく、例えば
、まず最上段における区分a1での小割区分毎の施工を
終えた後、次段の区分a1〜ILn の施工を順次行う
ようにしてもよい。In addition, the stepwise construction for each subdivision in this case is not limited to the step-like construction method described above, but for example, the construction for each subdivision in section a1 at the top step is first completed. After that, construction of the next stage sections a1 to ILn may be carried out sequentially.
さらに、前記小割区分の階段状にする施工の進め方は、
第3図に示すように、中央部にある小割区分を先行させ
、中割階段状として施工を進めてもよい。また、第3図
のものとは逆に斜面の小割部分を先行させて階段ピラミ
ッド状となるように施工を進めることもできる。Furthermore, how to proceed with the construction of making the subdivision into a stair-like shape is as follows:
As shown in FIG. 3, the construction may be carried out in the form of intermediate steps, with the subdivisions in the center being preceded. Further, contrary to the method shown in Fig. 3, the construction can be carried out so that the small sections of the slope are placed in advance to form a step pyramid shape.
要するに、各小割区分を単位に掘削、排出と保護工とを
行い、この施工を順次進めて切土斜面の造成を終えるよ
うにするのである。In short, excavation, drainage, and protection work are carried out for each subdivision, and these works are carried out one after another until the creation of the cut slope is completed.
以上説明したようにこの発明は、地山を掘削して切土斜
面を施工するにあたり、施工全斜面をその高さ方向及び
巾方向にそれぞれ複数に区分して、多数の小割区分を設
定し、それらの小割区分を各施工単位区分として、上段
の小割施工区分から下段の小割施工区分へと、各小割施
工区分毎に段階的に、切土斜面の形成と該斜面に対する
保護工とを行うようにしたので、掘削にあたっての切土
斜面は、アーチ作用により解放応力の分散が因れること
になり、切取りに際し施工全斜面の安定勾配より大きな
勾配でも安定できることになり、この従来より大きな勾
配の切・土斜面は、他の部分の施工の前に保護工が施設
されて斜面の安定が確保されることになる。As explained above, when excavating the ground and constructing a cut slope, the present invention divides the entire slope to be constructed into a plurality of sections in the height direction and width direction, and sets a large number of subdivisions. , these subdivisions are treated as each construction unit category, and the cutting slope is formed and the protection for the slope is performed step by step for each subdivision, from the upper subdivision to the lower subdivision. As a result, the slope to be cut during excavation will be stabilized even if the slope is greater than the stable slope of the entire construction slope, as the release stress will be distributed due to the arch action. For cut/earth slopes with larger slopes, protection works will be installed before construction of other parts to ensure slope stability.
そして、この小割区分毎の施工が段階的に進められるた
め、斜面の安定が確保されながら施工がなされることに
なり、また、施工斜面全体として、その勾配を従来設定
している安定勾配より急傾斜のものとすることができ、
それによって、工事にあたっての占有敷地面積を大巾に
減少させることができるとともに、保護工も簡易化され
、労力が少なくてすみ、また、該保護工を斜面造成後の
保護工として利用し、・切土斜面の造成を経済的に行い
得る等、多くの優れた効果を奏するものである。Since the construction work for each subdivision is carried out in stages, construction is carried out while ensuring the stability of the slope, and the slope of the construction slope as a whole is lower than the previously established stable slope. It can be steeply sloped,
As a result, the site area occupied during construction can be greatly reduced, and the protection work can be simplified and requires less labor.In addition, the protection work can be used as a protection work after the slope is created. It has many excellent effects, such as making it possible to create cut slopes economically.
図面はこの発明の実施の態様を例示したもので、第1図
は施工区分を設定したところを示す斜面図、第2図は第
1図の施工区分に従ってのH・・・・・・切土斜面全高
a・・・・・・上下の施工区分b・・・・・・横の施
工区分 C・・・・・・小割施工区分1・・・・・・切
土斜面 2・・・・・・保護材3・・・・・・補強材
特許出願人 山 本 稔
(ほか2名)
第3図The drawings are illustrative of the mode of implementation of this invention, and Fig. 1 is a slope view showing the setting of construction sections, and Fig. 2 is a slope view showing the setting of construction sections in Fig. 1. Slope total height a...Upper and lower construction division b...Horizontal construction division C...Small construction division 1...Cut slope 2... ...Protective material 3...Reinforcement material patent applicant Minoru Yamamoto (and 2 others) Figure 3
Claims (1)
面を高さ方向に対し複数に区分するとともに巾方向に対
しても複数に区分して、多数の小割区分を設定し、それ
らの各小割区分を施工単位区分として、上段の小割区分
から下段の小割区分に向けて、各小割区分毎に段階的に
、切土斜面の形成と該斜面に対する保護工とを行うこと
を特徴とする、切土斜面の造成方法。When excavating the ground and constructing a cut slope, the entire construction slope is divided into multiple sections in the height direction and also into multiple sections in the width direction, and a large number of subdivisions are set. With each subdivision as a construction unit, form a cut slope and perform protection work for the slope in stages from the upper subdivision to the lower subdivision. A method for constructing a cut slope, which is characterized by the following.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5779285A JPS60215921A (en) | 1985-03-22 | 1985-03-22 | Formation of cut slope |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5779285A JPS60215921A (en) | 1985-03-22 | 1985-03-22 | Formation of cut slope |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8891781A Division JPS5926727B2 (en) | 1981-06-11 | 1981-06-11 | How to create a cut slope |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60215921A true JPS60215921A (en) | 1985-10-29 |
Family
ID=13065738
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5779285A Pending JPS60215921A (en) | 1985-03-22 | 1985-03-22 | Formation of cut slope |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60215921A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013194402A (en) * | 2012-03-17 | 2013-09-30 | Toshihito Okamoto | Stabilization method for natural ground slope |
JP2015057526A (en) * | 2013-09-14 | 2015-03-26 | 岡本 俊仁 | Stabilization method of natural ground slope face |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5056704A (en) * | 1973-09-19 | 1975-05-17 | ||
JPS55129518A (en) * | 1979-03-27 | 1980-10-07 | K & K Kikaku Kk | Slope construction with grid retaining wall |
-
1985
- 1985-03-22 JP JP5779285A patent/JPS60215921A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5056704A (en) * | 1973-09-19 | 1975-05-17 | ||
JPS55129518A (en) * | 1979-03-27 | 1980-10-07 | K & K Kikaku Kk | Slope construction with grid retaining wall |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013194402A (en) * | 2012-03-17 | 2013-09-30 | Toshihito Okamoto | Stabilization method for natural ground slope |
JP2015057526A (en) * | 2013-09-14 | 2015-03-26 | 岡本 俊仁 | Stabilization method of natural ground slope face |
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