JPS61106826A - Method of improving mortar-sprayed slope - Google Patents

Method of improving mortar-sprayed slope

Info

Publication number
JPS61106826A
JPS61106826A JP22752184A JP22752184A JPS61106826A JP S61106826 A JPS61106826 A JP S61106826A JP 22752184 A JP22752184 A JP 22752184A JP 22752184 A JP22752184 A JP 22752184A JP S61106826 A JPS61106826 A JP S61106826A
Authority
JP
Japan
Prior art keywords
mortar
slope
layer
grooves
face
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.)
Granted
Application number
JP22752184A
Other languages
Japanese (ja)
Other versions
JPH0222170B2 (en
Inventor
Tadamori Takino
滝野 忠衛
Kyosuke Sato
佐藤 恭介
Mutsuhiro Nishizawa
西澤 睦博
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
Original Assignee
Okabe 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 filed Critical Okabe Co Ltd
Priority to JP22752184A priority Critical patent/JPS61106826A/en
Publication of JPS61106826A publication Critical patent/JPS61106826A/en
Publication of JPH0222170B2 publication Critical patent/JPH0222170B2/ja
Granted 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
    • E02D17/20Securing 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

PURPOSE:To perform a safe and efficient work and to sharply reduce a construction cost, by a method wherein a mortar-covered layer is divided into given sized lots with a jet of water to remove the layer by way of each fractionized block, and cut grooves for vegetation are provided in a face of slope. CONSTITUTION:Longitudinal and lateral cut grooves 3 are provided in a mortar- covered layer 2, formed by spraying mortar on a face 1 of slope, by the use of a high pressure water injection nozzle. The covered layer 2 is parceled into a number of fractionized blocks 4 to peel the blocks from the face 1 of slope for conveyout. After the covered layer 2 is fractionized for removal, a number of cut grooves 5 are formed in the face 1 of slope for vegetation with a jet of water produced by high pressure water, and various vegetations are made in the grooves 5. This enables fractionizing of the mortar layer only by devices required for injection of high pressure water, and eliminates a risk of broken pieces of the mortar being splashed, resulting in the possibility to execute a safe work.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、モルタル吹付は法面を解体し、改修する工法
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a method for dismantling and repairing slopes using mortar spraying.

「従来の技術」 道路の切開き等における急傾斜な法面の保護に対しては
、モルタル吹付けによる法面保護工が多〈実施されてき
ている。これら既設のモルタル吹付けの法面では、風化
及び湧水等によって吹付けたモルタル被覆層の破壊がお
こり、その改修工事を実施しなければならない段階にき
ているものが多い。このような法面に対しては、吹付け
られたモルタル被覆層を解体、除去して、新たにモルタ
ルの吹付けを行なうか、植生緑化工法を施す必要がある
``Prior Art'' Slope protection works using mortar spraying have been frequently implemented to protect steep slopes such as road cuts. In many of these existing slopes where mortar has been sprayed, the sprayed mortar covering layer has been destroyed by weathering, spring water, etc., and repair work must be carried out. For such slopes, it is necessary to dismantle and remove the sprayed mortar coating layer and apply new mortar or apply a vegetation greening method.

法面のモルタル被覆層を解体するには、従来、打撃等に
よる大型の機械°を用いる一般的な解体工法によってい
るが、この工法は、大型機械の設置等工事占有面積を広
く要するばかりでなく、解体の最中にモルタルの破片等
が飛散して危険が多く、そのため、工事に際しては交通
を規制したり遮断しなければならないといった間現をか
かえており、その解決策が望まれていた。
Conventionally, the mortar coating layer on a slope has been dismantled using a general demolition method that uses large machines such as hammering, but this method not only requires a large area to be occupied by the installation of large machines. During demolition, mortar fragments and other objects fly around, creating a dangerous situation, and as a result, traffic must be restricted or blocked during construction, and a solution to this problem was desired.

「発明が解決しようとする問題点」 本発明は、モルタル吹付は法面の解体補修における前述
のような従来工法による欠点を解決し、大型機械を導入
せず、しかも解体中において破片等が飛散することなく
モルタル被覆層を解体、除去できるようにするとともに
、モルタル被覆層除去後の法面に緑化基礎工を施すよう
にしようとするものである。
``Problems to be Solved by the Invention'' The present invention solves the drawbacks of the conventional method of dismantling and repairing slopes using mortar spraying, does not require the introduction of large machinery, and also eliminates the possibility of scattering debris during demolition. The present invention aims to enable the mortar coating layer to be dismantled and removed without any damage, and also to allow greening foundation work to be applied to the slope after the mortar coating layer has been removed.

「問題点を解決するための手段」 本発明は、法面に被着されているモルタル被覆層を、ジ
ェットウォーターにより所要の大きさに分断し、運搬の
容易な細分化したブロックとして除去した後、法面にジ
ェットウォーターにより植生用の切込溝を穿設すること
を特徴とするものである。
``Means for Solving the Problems'' The present invention involves dividing the mortar coating layer applied to the slope into required sizes using jet water, and removing the mortar coating layer as finely divided blocks that are easy to transport. This method is characterized by cutting grooves for vegetation on the slope using jet water.

「実施例」 以下、本発明工法の実施例について図面を参照して説明
する。
"Example" Hereinafter, an example of the construction method of the present invention will be described with reference to the drawings.

本発明工法は、モルタ′ルを吹付けて被覆した法面を対
象として行なわれ、モルタル被覆層を解体除去し、その
後の法蘭地iに緑化のための植生基礎工を施すことが特
徴となっている。
The construction method of the present invention is carried out on slopes covered with sprayed mortar, and is characterized by dismantling and removing the mortar coating layer and then applying vegetation foundation work for greening on the land. It has become.

法面の保護として被着しているモルタル被着11   
  層の解体では、これを細分化して運搬の容易なブロ
ックに分断することが必要である。この分断作業には高
王水によるジェットウォーターを用いることが大きな特
徴セある。すなわち、モルタル被覆層の分断すべき個所
に高王水噴射ノズルを近接させて高王水を噴出させれば
、モルタル被覆層にはその噴射力によってノヅル径に応
じた広さの切込みが容易に形成される。そして噴射ノズ
ルを移動させて行けばその切込みは延長して行き、モル
タル被覆層は切削されることになる。
Mortar deposited as protection for the slope 11
In dismantling the layers, it is necessary to subdivide them into easily transportable blocks. A major feature of this separation work is the use of jet water made from high aqua regia. In other words, if a high aqua regia spray nozzle is brought close to the location where the mortar coating layer is to be separated and high aqua regia is sprayed, the spray force will easily make a cut in the mortar coating layer with a width corresponding to the nozzle diameter. It is formed. As the injection nozzle is moved, the cut length becomes longer and the mortar coating layer is cut away.

第1図、第2図は高圧水噴射ノズルによる切削の一例を
示したもので、法面1上に吹付けにより形成されたモル
タル被覆層2に対して横方向及び縦方向に切込溝3,3
・−・・・・を削成する。
Figures 1 and 2 show an example of cutting using a high-pressure water jet nozzle, in which grooves 3 are cut horizontally and vertically into a mortar coating layer 2 formed by spraying on a slope 1. ,3
Delete ・・・・・・・.

それによってモルタル被覆層2は多数の細分化されたブ
ロック4.4−・・・・・に分断される。なお、前記切
込溝3.3は斜め格子状その他適宜な荊に削成すること
ができる。そして、ブロック4゜4の大きさは、ローブ
等による吊上げ、吊降し等軽易な運搬の可能な程度とす
るのがよい。    (また、切込溝3の削成に要する
装置類としては、高王水を送るための動力ポンプを設置
するだけでよく、これにホースを介して接続した噴射ノ
ズルを人が把持して操作する。一般に、モルタル吹付け
の法面ばかなり傾斜が強いので、法面の上方から垂した
ローブで人体を確保しながら行なうのが安全かつ能率的
である=切込溝3によりモルタル被覆層2が小さなブロ
ック4に分断されたなら、次に、分断された各ブロック
4を法面より剥離して搬出する。各ブロック4は切込溝
3に工具を差し込んでこじれば容易に剥離される。剥離
したブロック4は法面上方からのローブで結着し、法面
の上方或は法面下に吊上げ、吊降し、あとは適宜な手段
によって搬出するのである。この場合、ブロック4の剥
離、搬出は、法面の上部より順次下部に向って行なうの
がよい。
Thereby, the mortar coating layer 2 is divided into a large number of subdivided blocks 4.4. Note that the cut grooves 3.3 can be cut into a diagonal lattice shape or other suitable shape. The size of the block 4.degree. 4 is preferably such that it can be easily transported by lifting or lowering with a robe or the like. (Also, the only equipment required to cut the cut groove 3 is to install a power pump to send high aqua regia water, and a person can hold and operate the injection nozzle connected to this via a hose. In general, the slope for mortar spraying is quite steep, so it is safe and efficient to use lobes hanging from above the slope to protect the human body. Once the block 4 is divided into small blocks 4, each divided block 4 is peeled off from the slope and carried out.Each block 4 can be easily peeled off by inserting a tool into the cut groove 3 and prying it. The separated blocks 4 are tied together with lobes from above the slope, lifted above or below the slope, suspended, and then carried out by appropriate means.In this case, the blocks 4 are separated. It is best to carry out the removal from the top of the slope to the bottom.

このようにしてモルタル被覆層2の解体、除去ができた
後は、第3図のように法面地盤1に対し多くの植生用の
切込溝5.5−・・・・・を、前記と同様に高王水によ
るジェットウォーターにより削成するのである。そして
、溝5の削成後は、第4図のようにその溝5に各種の植
生工を施すのである。すなわち、溝5内に客土、肥料、
水、種子のほか必要に応じて繊維質材や粘着材等を混入
した植生材料6を充填するとともに、法面lの表面にも
同様に植生材料6を被着させるのである。溝5の形状は
長く形成した溝でもよく、また、穴状に形成したもので
もよい。溝の大きさである直径、巾、深さは、緑イ°ヒ
植物の種類や ′地質によって適宜定められるが、長溝
の場合は一般的に巾0.1〜31とし、穴状の場合は直
径l〜l0cRとし、深さは5〜3ocIIIとするの
が好ましい。
After the mortar covering layer 2 has been dismantled and removed in this way, as shown in FIG. Similarly, it is removed using jet water using high aregia water. After cutting the groove 5, various vegetation works are applied to the groove 5 as shown in FIG. In other words, soil, fertilizer,
Vegetation material 6 mixed with water, seeds, and fibrous materials, adhesive materials, etc. as required is filled, and the vegetation material 6 is similarly applied to the surface of slope l. The shape of the groove 5 may be a long groove or a hole. The diameter, width, and depth of the groove are determined depending on the type of green grass plant and the geology, but in the case of a long groove, the width is generally 0.1 to 31 mm, and in the case of a hole, the width is 0.1 to 31 mm. It is preferable that the diameter is 1 to 10cR and the depth is 5 to 3ocIII.

削成する溝5の態様については、各種のものがあるが、
例えば法面に向ってみた場合、第5図(イ)のように丸
穴の溝5を間隔をおいて多数配列したり、同(ロ)のよ
うに横長の溝5を間隔をおいて配列したり、或は同(ハ
)のように十字形の溝5を配列したり、または同に)の
ように格子状をなす溝5を形成することができ、さらに
前記(イ)乃至に)のものを互に組合せて形成すること
も自在である。
There are various types of grooves 5 to be cut.
For example, when looking toward the slope, a large number of round grooves 5 are arranged at intervals as shown in Figure 5 (a), or horizontally long grooves 5 are arranged at intervals as shown in Figure 5 (b). Alternatively, the cross-shaped grooves 5 can be arranged as shown in (c) above, or the grooves 5 can be formed in a lattice shape as shown in (c), and furthermore, the grooves 5 can be formed in a lattice shape as shown in (b) to It is also possible to form a structure by combining them with each other.

「発明の効果」 以上説明したように、本発明の工法は、法面に被着され
ているモルタル被覆層を、ジェットウォーターにより所
要の大きさに分断し、運搬に容易な細分化したブロック
として除去した後、法面にジェットウォーターにより植
生用の切込溝を穿設するようにしたので、モルタル吹付
は法面の解体、補修を行なうにあたって、吹付けたモル
タル被覆層の取除きが、従来のような大型機械を使用し
たり、大規模な足場組み等を仮設するようなことなく、
高王水を噴射するに必要な装置機材だけでモルタル層の
解体工事を行なうことができるとともに、モルタル被覆
層の解体作業はジェットウォーターの噴射により安全に
能率よく行なうことができ、工事費が大巾に軽減される
。また、モルタル被覆層は小さな、  2″t y ’
7 TZ f!r I!9’r 1i s ’Jr a
 C* m t=9952ので、その作業は容易である
ばかりでなく、従来工法におけるような、モルタルの破
片等が飛散するという危険がなく、工事が安全に実施で
き、工事による交通遮断の難問も解消されることになる
。さらに、モルタル被覆層を解体、除去した法面には、
ジェットウォーターの噴射により、高能率に植生用の切
込溝が穿設でき、緑化基礎工を容易に施すことができ、
モルタル吹付は法面から緑化法面への転換ができること
になる等、多くの優れた効果を奏するものである。
"Effects of the Invention" As explained above, the construction method of the present invention divides the mortar coating layer applied to the slope into required sizes using jet water, and creates finely divided blocks that are easy to transport. After removal, we cut grooves for vegetation on the slope using jet water, so when dismantling or repairing the slope, removing the sprayed mortar coating layer is easier than before. There is no need to use large machinery such as the
The mortar layer can be dismantled using only the equipment and equipment required to spray high aqua regia, and the mortar coating layer can be dismantled safely and efficiently by jet water, reducing construction costs. It is greatly reduced. Moreover, the mortar coating layer has a small 2″t y ′
7 TZ f! r I! 9'r 1is 'Jr a
C * m t = 9952, so the work is not only easy, but there is no danger of mortar fragments flying around as in conventional construction methods, so the construction can be carried out safely, and the difficult problem of traffic interruption due to construction can be avoided. It will be canceled. Furthermore, on the slope where the mortar coating layer has been dismantled and removed,
By spraying jet water, grooves for vegetation can be drilled with high efficiency, making it easy to perform greening foundation work.
Mortar spraying has many excellent effects, including the ability to convert slopes to green slopes.

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

図面は本発明工法の実施の態様を示したもので、第1図
はモルタル被覆層に切込溝を削成したところを示す側断
面図、第2図は同平面図、第3図は法面に植生用切込溝
を形成したところを示す側断■図、第4図は緑化施工の
状態を示す側断面図、第5図(イ)、(ロ)、(ハ)、
に)は植生用切込溝の各種の削成態様を例示した平面図
である。 1・・・・・・法面     2・・・・・・モルタル
被覆層3・・・・・・切゛込溝    4・・・・・・
ブロック5・・・・・・植生用切込溝 6・・・・・・
植生材料第1図 第3図    第4図
The drawings show an embodiment of the construction method of the present invention; Fig. 1 is a side cross-sectional view showing the cut grooves cut into the mortar coating layer, Fig. 2 is a plan view of the same, and Fig. 3 is a cross-sectional view showing the cut grooves cut into the mortar coating layer. Figure 4 is a side cross-sectional view showing the state of greening construction, Figures 5 (a), (b), (c),
2) is a plan view illustrating various cutting modes of the cut groove for vegetation. 1... Slope 2... Mortar coating layer 3... Cut groove 4...
Block 5... Cut groove for vegetation 6...
Vegetation materials Figure 1 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 法面に被着されているモルタル被覆層を、ジェットウォ
ーターにより所要の大きさに分断し、運搬の容易な細分
化したブロックとして除去した後、法面にジェットウォ
ーターにより植生用の切込溝を穿設することを特徴とす
る、モルタル吹付け法面の改修工法。
The mortar covering layer on the slope is divided into required sizes using jet water and removed as easily transportable blocks, and then grooves for vegetation are cut into the slope using jet water. A method for repairing mortar sprayed slopes, which involves drilling holes.
JP22752184A 1984-10-29 1984-10-29 Method of improving mortar-sprayed slope Granted JPS61106826A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22752184A JPS61106826A (en) 1984-10-29 1984-10-29 Method of improving mortar-sprayed slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22752184A JPS61106826A (en) 1984-10-29 1984-10-29 Method of improving mortar-sprayed slope

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP28967988A Division JPH01250528A (en) 1988-11-16 1988-11-16 Repairing work for cement mortar-sprayed slope

Publications (2)

Publication Number Publication Date
JPS61106826A true JPS61106826A (en) 1986-05-24
JPH0222170B2 JPH0222170B2 (en) 1990-05-17

Family

ID=16862204

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22752184A Granted JPS61106826A (en) 1984-10-29 1984-10-29 Method of improving mortar-sprayed slope

Country Status (1)

Country Link
JP (1) JPS61106826A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100383537B1 (en) * 2000-11-06 2003-05-14 (주)실사구시 Slit Planting Method in Structures

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100383537B1 (en) * 2000-11-06 2003-05-14 (주)실사구시 Slit Planting Method in Structures

Also Published As

Publication number Publication date
JPH0222170B2 (en) 1990-05-17

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