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JPS5926727B2 - How to create a cut slope - Google Patents
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JPS5926727B2 - How to create a cut slope - Google Patents

How to create a cut slope

Info

Publication number
JPS5926727B2
JPS5926727B2 JP8891781A JP8891781A JPS5926727B2 JP S5926727 B2 JPS5926727 B2 JP S5926727B2 JP 8891781 A JP8891781 A JP 8891781A JP 8891781 A JP8891781 A JP 8891781A JP S5926727 B2 JPS5926727 B2 JP S5926727B2
Authority
JP
Japan
Prior art keywords
slope
construction
cut
cut slope
excavation
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
Application number
JP8891781A
Other languages
Japanese (ja)
Other versions
JPS57205623A (en
Inventor
稔 山本
健二 佐々木
忠衛 滝野
英隆 水上
恭介 佐藤
建三 斉藤
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.)
Okabe Co Ltd
Sumitomo Construction Co Ltd
Original Assignee
Okabe Co Ltd
Sumitomo Construction Co Ltd
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 Okabe Co Ltd, Sumitomo Construction Co Ltd filed Critical Okabe Co Ltd
Priority to JP8891781A priority Critical patent/JPS5926727B2/en
Publication of JPS57205623A publication Critical patent/JPS57205623A/en
Publication of JPS5926727B2 publication Critical patent/JPS5926727B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments

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)

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
やロックボルトの打込み等保護工を施しているのである
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 lock Protective work such as driving bolts has been done.

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(、斜面の奥行も深くなるので、掘削土量は美
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
犬がかりになる環条(の問題点がある。
However, in order to cut the entire slope with a stable slope like this,
Because the slope is long (and the depth of the slope is also deep), the amount of soil excavated becomes large, and the site area occupied during construction also becomes large. There is a problem with Article (.

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犬がかりに
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 before the protection work is applied, so depending on the ground conditions, the construction can be laborious and requires 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、かつ保護す
るように図ったものである。
This invention was proposed to solve the above-mentioned conventional problems, and is designed to construct and protect slopes that are steeper than conventional cut slopes while maintaining slope stability. be.

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(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。
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. After each excavation, protection work is carried out immediately after the excavation, and after ensuring the stability of the excavated area, construction begins on the next sub-division area, and such construction is repeated.
This makes it possible to safely and reliably construct slopes that are steeper than the safe slope and to construct protection works used to stabilize the slope after construction, as well as simplifying the construction of protection works and making it possible to secure the site for construction. The idea was to greatly reduce the area and make it possible to create cut slopes economically.

以下、この発明の実施態様を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、掘削する全斜面の施工を多(の段
階に区分して行う。
In this invention, the construction of the entire slope to be excavated is divided into multiple stages.

例えば、第1図、第2図のように、掘削すべき切土斜面
全高Hに対してこれを複数の略均等の高さh1〜hnに
区分し、この区分を施工区分a1〜afiと設定して、
その上段の施工区分a1から下部へと順次段階的に施工
を進めて行くのである。
For example, as shown in Figures 1 and 2, the total height H of the cut slope to be excavated is divided into multiple approximately equal heights h1 to hn, and these divisions are set as construction divisions a1 to afi. do,
The construction will proceed step by step from the upper construction section a1 to the lower section.

この施工区分の高さは、地山の条件と切土斜面の勾配と
により、掘削時の斜面の安定が図れる高さに設定する。
The height of this construction section is set to a height that will ensure stability of the slope during excavation, depending on the ground conditions and the slope of the cut slope.

工事は前記のような設定に基づいて進められるが、まず
、最上段の施工区分a1の掘削、排土を行い、所定の勾
配の切土斜面s1を形成する。
The construction work proceeds based on the settings as described above. First, excavation and soil removal are performed in the uppermost construction section a1 to form a cut slope s1 of a predetermined slope.

次いで、切土斜面s1に対して保護工を施すのである。Next, protection work is performed on the cut slope s1.

保護工は各種公知の手段により行われるが、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。
Protection works are carried out by various known means, but generally, surface protection materials and reinforcing materials are installed to ensure the stability of the slope.

即ち、切土斜面s1に対して、保護材1としての吹付コ
ンクリートやプレキャストコンクリート板を施設し、そ
して、補強材2としてアンカーボルトやワイヤー等を施
設する。
That is, shotcrete or a precast concrete plate is installed as the protective material 1 on the cut slope s1, and anchor bolts, wires, etc. are installed as the reinforcing material 2.

これによって最上段区分a1の安定した斜面s1が造成
されることになる。
As a result, a stable slope s1 of the uppermost section a1 is created.

続いて、下段にある施工区分a2の掘削、排土と保護工
とを前区分a1と同様にして斜面s2を造成し、以下a
3〜anの施工区分に対して順次段階的に施工を進めて
行き、所定の全斜面の造成を終えるのである。
Next, the excavation, earth removal and protection works of the lower construction section a2 are carried out in the same manner as the previous section a1 to create the slope s2, and the following steps a
Construction is carried out step by step in stages from 3 to 1 to complete the construction of all the predetermined slopes.

第3図、第4図は、前記の段階施工をさらに小割りにし
て行う方法の態様を示したもので、この実施例において
は、高さ方向の区分h1〜hnに加えて、斜面の巾方向
においてもこれを所要の長さ1l−1n毎に区分して小
割の施工区分を設定し、この小割区分毎に段階的に施工
を進めて行くのである。
Fig. 3 and Fig. 4 show a method of carrying out the above-mentioned staged construction in smaller parts. In this embodiment, in addition to the divisions h1 to hn in the height direction, the width of the slope is In the direction as well, this is divided into required lengths 1l-1n, and small construction sections are set, and construction is carried out step by step for each small section.

即ち、まず、区分aI中の11にあたる小割区分を第1
図のように掘削、排土を行ない、所定の切土斜面81を
形成し、次いでその切土斜面s1に対して保護工を施す
That is, first, the subsection 11 in section aI is set as the first subdivision.
As shown in the figure, excavation and soil removal are performed to form a predetermined cut slope 81, and then protection work is applied to the cut slope s1.

この掘削と保護工とは、前記第1図、第2図の実施例の
場合と同様である。
This excavation and protection work are the same as in the embodiments shown in FIGS. 1 and 2 above.

続いて、この小割区分a1〜11に隣接した小割区分a
1〜12或はa2〜11を前記同様に施工する。
Next, subdivision a adjacent to these subdivisions a1 to 11
1 to 12 or a2 to 11 are constructed in the same manner as above.

このようにして順次隣接の各小割区分の施工を行い、第
2図のように階段状としながら施工を進め、切土斜面の
全体の造成を終えるのである。
In this way, each adjacent subdivision is constructed one after another, creating a step-like structure as shown in Figure 2, and the construction of the entire cut slope is completed.

この小割区分の階段状にする施工の進め方は、第5図の
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。
As shown in FIG. 5, the construction may be carried out to make the subdivisions into a step-like shape, with the subdivisions in the center being placed first, and the construction being carried out in the form of steps in the middle.

また、第5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。
Further, contrary to the case shown in FIG. 5, 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、排土と保護工とを
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, soil removal, and protection work are carried out for each subdivision, and these works are carried out in sequence to complete the creation of the cut slope.

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、施工全斜面を少なくともその高
さ方向に複数の区分を設定し、それらの区分を施工単位
区分として、上段の施工区分から下段の施工区分へと、
各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、掘削による切土斜
面の不安定化を小区分毎の掘削によって防止するととも
に掘削毎に保護工を施すことにより切土斜面の安定を確
保することができ、したがって、切土斜面の勾配をその
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。
As explained above, in the present invention, when excavating the ground and constructing a cut slope, the entire slope to be constructed is divided into a plurality of divisions at least in the height direction, and these divisions are used as construction unit divisions. From the construction classification to the lower construction classification,
Since the formation of cut slopes and protection works for the slopes are carried out in stages for each construction section, the destabilization of the cut slopes due to excavation can be prevented by excavating each subsection, and at the same time each excavation By providing protection work, the stability of the cut slope can be ensured, and therefore the slope of the cut slope can be made steeper than the stable slope, thereby reducing the site area occupied during construction. In addition to simplifying the protection work, it requires less labor, and the protection work can be used as a protection work after the slope is created, making it possible to create a cut slope economically. It has many excellent effects.

【図面の簡単な説明】[Brief explanation of the drawing]

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視図、第2図は第
1図の施工区分に従っての施工態様を示した斜面図、第
3図は他の施工区分の設定例を示した斜面、第4図は第
3図の施工区分に従っての施工の態様を示した斜面図、
第5図は同地の施工態様を示した斜面図である。
The drawings illustrate embodiments of the present invention, and FIG. 1 is a perspective view showing the construction sections set, FIG. 2 is a slope view showing the construction mode according to the construction sections shown in FIG. 1, and FIG. Figure 3 is a slope diagram showing examples of setting other construction divisions, Figure 4 is a slope diagram showing construction modes according to the construction divisions in Figure 3,
Figure 5 is a slope diagram showing the construction mode at the site.

Claims (1)

【特許請求の範囲】[Claims] 1 地山を掘削して切土斜面を施工するにあたり、施工
全斜面を少な(ともその高さ方向に複数の区分を設定し
、それらの区分を施工単位区分として、上段の施工区分
から下段の施工区分へと、各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ことを特
徴とする、切土斜面の造成方法。
1. When excavating the ground and constructing a cut slope, the entire construction slope should be divided into several sections (in the height direction), and these sections should be considered as construction unit sections, starting from the upper construction section to the lower section. A method for constructing a cut slope, the method comprising forming a cut slope and performing protection work for the slope in stages for each construction section.
JP8891781A 1981-06-11 1981-06-11 How to create a cut slope Expired JPS5926727B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8891781A JPS5926727B2 (en) 1981-06-11 1981-06-11 How to create a cut slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8891781A JPS5926727B2 (en) 1981-06-11 1981-06-11 How to create a cut slope

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP5779285A Division JPS60215921A (en) 1985-03-22 1985-03-22 Formation of cut slope

Publications (2)

Publication Number Publication Date
JPS57205623A JPS57205623A (en) 1982-12-16
JPS5926727B2 true JPS5926727B2 (en) 1984-06-30

Family

ID=13956267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8891781A Expired JPS5926727B2 (en) 1981-06-11 1981-06-11 How to create a cut slope

Country Status (1)

Country Link
JP (1) JPS5926727B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100414435B1 (en) * 2000-12-27 2004-01-07 (주)평화엔지니어링 method for excavation of soft soil using block type having drainage function which has no support bar

Also Published As

Publication number Publication date
JPS57205623A (en) 1982-12-16

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