JPS59228530A - Slope protection work - Google Patents

Slope protection work

Info

Publication number
JPS59228530A
JPS59228530A JP10274883A JP10274883A JPS59228530A JP S59228530 A JPS59228530 A JP S59228530A JP 10274883 A JP10274883 A JP 10274883A JP 10274883 A JP10274883 A JP 10274883A JP S59228530 A JPS59228530 A JP S59228530A
Authority
JP
Japan
Prior art keywords
slope
protection method
concrete
materials
water
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
Application number
JP10274883A
Other languages
Japanese (ja)
Inventor
Koichi Kobayashi
幸一 小林
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.)
MIDORI BUSSAN KK
Original Assignee
MIDORI BUSSAN KK
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 MIDORI BUSSAN KK filed Critical MIDORI BUSSAN KK
Priority to JP10274883A priority Critical patent/JPS59228530A/en
Publication of JPS59228530A publication Critical patent/JPS59228530A/en
Pending 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 simply build up a slope frame having draining property according to geographical features by a method in which a formwork for slope frame is formed of a set of two long water-permeable materials, the formwork is set on sloped ground, and concrete is placed into the space between the water-permeable materials. CONSTITUTION:Long water-permeable materials 1, each of which is formed of an assemblage of many fibrous materials, are set in a set of two materials 1 at a given interval in parallel on a slope 2. A set of two water-permeable materials 1 are laid at a given interval in parallel crossingly to the materials 1 already laid to build up a formwork for a slope frame. Concrete 4 is then placed into the space between the water-permeable materials 1 to form a slope frame. The slope frame can thus be constructed according to geographic features without the use of custom-made formwork, and its draining property can be improved.

Description

【発明の詳細な説明】 この発明は、山地や切通しの斜面等、崩壊し易い法面の
補強および保護を目的とした法面保護工法に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slope protection method for the purpose of reinforcing and protecting slopes that are prone to collapse, such as mountains and cut slopes.

近年、山岳地、丘陵地等における宅地造成や道路開発の
進捗に伴い、各所に崩壊のおそれの多い法面が形成され
ている。これらの法面に対する土木的処置が完全でない
と、法面の崩壊に因り重大な災害を招くこととなるので
、効果的な法面保護工法の施工が各方面で要望されてい
る。
In recent years, with the progress of building land and road development in mountainous areas, hilly areas, etc., slopes that are at risk of collapse are forming in various places. If these slopes are not completely civilized, they will collapse and cause serious disasters, so effective slope protection methods are desired in many areas.

この法面保護工事は従来、当該現地の地形や地質、ある
いはその地方の気候等に応じて、種々の方法で施工され
ているが、従来の方法は既製のコンクリート等の枠を法
面に敷設したり、あるいは現場においてコンクリートを
打設して法枠を作る方法が一般的であった。これらの方
法は、法面の傾斜が比較的緩やかでかつ高度も低く法表
面の起伏もない場合は特に問題もないが、法面の状況は
各現場によって種々のバラエティがあるだめ、下記のよ
うな困難を生ずることが多い。
Traditionally, this slope protection work has been carried out using various methods depending on the topography and geology of the site or the local climate, but the conventional method is to lay a ready-made concrete frame on the slope. The most common method was to build a legal framework by pouring concrete or pouring concrete on-site. These methods have no particular problems when the slope is relatively gentle and the altitude is low and there are no undulations on the slope, but since the situation of the slope varies depending on the site, the following methods are recommended. It often causes great difficulties.

すなわち、上記のように既製のコンクリート枠を敷設す
る方法は、法面の起伏が激しい場合は施工前に予め整地
を行わねばならず、まだ法面が急斜面であったり高い場
合には、重量の大きなコンクリート枠を運び」:げ敷設
しなければならないので、施工がきわめて困難であった
In other words, with the method of laying a ready-made concrete frame as described above, if the slope is extremely undulating, it is necessary to level the ground before construction, and if the slope is still steep or high, the weight Construction was extremely difficult as large concrete frames had to be transported and laid down.

寸だ、コンクリートの枠の代りに鉄鋼等の金属製の枠を
敷設する方法も行われているが、この場合も法面の起伏
を整地しなければ施工ができず、多大の労力と費用が必
要であった。加えて、これらコンクリート枠や金属製枠
等の既製法枠を使用する場合は、法枠を地山に強固に付
着させる工法が困難で、さらに法枠と地山との間に間隙
を生ずる場合があった。
In fact, instead of a concrete frame, a method of laying a frame made of metal such as steel has been used, but in this case too, construction cannot be carried out unless the undulations of the slope are leveled, which requires a great deal of labor and expense. It was necessary. In addition, when using ready-made frames such as concrete frames or metal frames, it is difficult to firmly attach the legal frame to the ground, and gaps may be created between the legal frame and the ground. was there.

一方、現場においてコンクリートの打設にまり法枠を形
成する工法は、コンクリート打設用の型枠を設置する必
要があるため、型枠の組立、設置作業や鉄筋の配筋作業
に加え、型枠の取はずし、撤去の作業も必要となり、多
大の時間、労力、費用を要していた。しかもこの場合も
、型枠設置前にある程度法面の起伏を整地せねばならな
かった。
On the other hand, the construction method of forming a slope frame during concrete pouring on site requires the installation of formwork for concrete pouring, so in addition to the assembly and installation of the formwork and the reinforcement work, It was also necessary to remove and remove the frame, which required a great deal of time, effort, and cost. Moreover, in this case as well, the undulations of the slope had to be leveled to some extent before the formwork was installed.

さらに、以上のような各種の工法により形成された法枠
は透水性がないだめ、法枠で区画された法表面の排水が
不良となり、雨水が地表下に浸透して法面強度を弱める
欠点がある。
Furthermore, the slopes formed by the various construction methods mentioned above have no water permeability, so drainage of the slope surface divided by the slopes is poor, and rainwater permeates below the ground surface, weakening the strength of the slope. There is.

本発明は上記のような従来の工法の欠点を解消すること
を目的とし、複雑な工法を避は簡単かつ経済的な方法で
法面保護工を施工し、しかも法面の排水が充分に行われ
、完全な法面強度を保持し得る法面保護工法を提供せん
としてなされたものである。すなわち本発明の法面保護
工法は、多数の繊維体を所要の断面形状に集合成形して
なる長尺状透水材を2本1組として略平行に所要間隔を
おいて法面上に敷設し、該2本1組で敷設される透水材
を法面の状況に応じて複数組所要枠形状に組合せ、該各
2本の透水材の間にコンクリートを打設して法枠を形成
することを要旨とする。以下、図面に基いて本発明の構
成の詳細を説明する。
The purpose of the present invention is to eliminate the drawbacks of the conventional construction methods as described above, and to avoid complicated construction methods, to construct slope protection works in a simple and economical manner, and to ensure sufficient drainage of slope surfaces. This was done with the aim of providing a slope protection method that can maintain complete slope strength. In other words, the slope protection method of the present invention involves laying a set of two long water-permeable materials, which are formed by collectively molding a large number of fibrous bodies into a desired cross-sectional shape, on a slope approximately parallel to each other at a required interval. , combining the permeable materials laid in sets of two into the required frame shape depending on the situation of the slope, and pouring concrete between each of the two permeable materials to form a slope frame. The gist is: Hereinafter, the details of the configuration of the present invention will be explained based on the drawings.

第1図は本発明工法により施工した法面の平面図、第2
図は第1図におけるA−A視断面図、第3図は四B−B
視断面図である。
Figure 1 is a plan view of the slope constructed using the method of the present invention, Figure 2
The figure is a sectional view taken along line A-A in figure 1, and figure 3 is a cross-sectional view taken along line 4-B in figure 3.
FIG.

図中1は、多数の繊維体を所要の断面形状に集合形成し
だ長尺状透水材であり、これを図に見られる如く2本1
組として略平行に所要間隔をおいて法面2上に敷設する
。第4図は長尺状透水材1を示しだ部分斜視図で、ビニ
ロン等の化学繊維あるいは椰子繊維等の天然繊維よりな
る多数の繊維体3を適度の空隙部を保持する如く合成樹
脂等の結合材で結合−し、長方形等の所要の断面形状を
有する長尺状に成形したものである。この透水材1を前
記の如く2本1組として法面上に敷設するのであるが、
この繊維体3で形成された透水材1は 5− 軽量でありかつ可撓性を有しているから、法面に起伏が
あってもその起伏面に沿わせて敷設することができる。
1 in the figure is a long water-permeable material made by gathering a large number of fibers into a desired cross-sectional shape, and as shown in the figure, two pieces 1
They are laid as a set on the slope 2 approximately parallel to each other at required intervals. FIG. 4 is a partial perspective view showing a long water-permeable material 1, in which a large number of fibrous bodies 3 made of chemical fibers such as vinylon or natural fibers such as coconut fibers are made of synthetic resin etc. so as to maintain appropriate voids. It is bonded with a binding material and formed into a long shape having a desired cross-sectional shape, such as a rectangle. This water-permeable material 1 is laid on the slope as a set of two as described above.
The water-permeable material 1 formed of the fibrous body 3 is: 5- lightweight and flexible; therefore, even if the slope has undulations, it can be laid along the undulations.

なお、この敷設に当ってはアンカーボルト等の手段を用
いて透水材1を法面地山に固定するのが好ましい。
In addition, in this installation, it is preferable to fix the water-permeable material 1 to the slope ground using means such as anchor bolts.

上記2本1組で法面上に敷設される透水材1は、所要の
法枠形状に応じて複数組を組合わせ接続させて敷設され
るものである。第1図は方形格子状に組合わされたもの
が示されているが、法面の状況によっては斜方向に敷設
したり曲線状等に敷設したりして台形、菱形その他任意
の形状に組合わせることも可能である。
The permeable materials 1, which are laid in sets of two on the slope, are laid by combining and connecting a plurality of sets according to the required shape of the slope. Figure 1 shows them combined in a rectangular lattice shape, but depending on the situation on the slope, they can be laid diagonally or in a curved manner to form trapezoids, rhombuses, or other arbitrary shapes. It is also possible.

次に上記の如く法面上に敷設された各2本の透水材1の
間にコンクリート4を打設して法枠を形成する。この場
合透水材1がコンクリート4に対する型枠の役割をなす
から、別に型枠を設ける必要がない。なおコンクリート
4の打設に先立ち、透水材2の間に鉄筋あるいは鉄線等
の補強材を設置しておけば、これら補強材を内装した強
固なコンクリ−1・法枠が得られるので好ましい。かく
シ。
Next, concrete 4 is placed between each of the two water-permeable materials 1 laid on the slope as described above to form a slope frame. In this case, since the permeable material 1 serves as a formwork for the concrete 4, there is no need to provide a separate formwork. It is preferable to install reinforcing materials such as reinforcing bars or iron wires between the permeable materials 2 before pouring the concrete 4, since this will result in a strong concrete 1/sill frame incorporating these reinforcing materials. Hidden.

 6− てコンクリート法枠が形成された後、前記の如く、型枠
の役割を果しだ透水材1は通常の型枠のように撤去され
ることなく、その1まにして置くものである。従って、
法面上の雨水は透水材1を通じて排水されるから、地表
下に浸透1〜で法面強度を害するようなことがない。
6- After the concrete framework is formed, as mentioned above, the permeable material 1 that has served as the formwork is not removed like normal formwork, but is left in place. . Therefore,
Since rainwater on the slope is drained through the permeable material 1, the strength of the slope will not be damaged by infiltration below the ground surface.

透水材1の敷設に先立ち、その敷設部およびコンクIJ
 −1−4打設部下面の法表面に溝を設けて、おくと、
法面への固定が良くなることはいう丑でもない。
Prior to laying the permeable material 1, the laying part and concrete IJ
-1-4 If a groove is provided on the slope surface of the lower surface of the pouring,
Needless to say, the fixation on the slope is improved.

以上の如くして法枠を形成した後、法枠に囲まれた法面
2の部分に必要に応じて植物種子を混じた泥土の吹付は
等の植生工を施すが、この場合核部分に金網もしくは合
成樹脂網等の網状体を張設し、法面の保護ならびに植生
の定着の完全を期することが好ましい。また、法枠形成
前の法面2全体に予め網状体を張設しておいても差支え
ない。
After forming the slope as described above, vegetation is applied to the part of the slope 2 surrounded by the slope by spraying mud mixed with plant seeds as necessary, but in this case, the core area is It is preferable to install a net-like body such as a wire net or a synthetic resin net in order to protect the slope and to ensure complete colonization of vegetation. Moreover, it is also possible to previously stretch the net-like body over the entire slope surface 2 before forming the slope frame.

本発明の法面保護工法は以上の如く構成されたものであ
り、前記のような従来工法の欠点を解消し得るきわめて
顕著な効果を有するものである。
The slope protection method of the present invention is constructed as described above, and has a very remarkable effect of overcoming the drawbacks of the conventional methods as described above.

すなわち本発明工法は、前記の如く軽量な透水材1をコ
ンクリート型枠代りとしてコンクリートを打設するもの
であるから、法面2がいかに急傾斜でかつ法高が高い場
合でも容易に施工ができ、工期も短く工費も安価となる
。透水材1は柔軟で可撓性に富んでいるので、法面地山
がどのような形状であっても他山に馴染ませて敷設する
ことができ、法面2と法枠どの間に間隙を生ずるような
ことがない。しかも、透水材1を通じて法面の排水が充
分に行われるから、法枠形成後の雨水浸透等による法面
の崩落を防止することができる。さらに前記の如く網状
体の施工(ラスエ)、植生工等を併用することにより、
美観にすぐれかつ安定堅固な法面を得ることが可能とな
る。
In other words, in the construction method of the present invention, as described above, concrete is poured using the lightweight water-permeable material 1 in place of the concrete formwork, so construction can be easily carried out no matter how steep the slope 2 is and how high the slope height is. , the construction period is short and the construction cost is low. The permeable material 1 is flexible and flexible, so it can be laid so that it blends in with other slopes, no matter what shape the slope has. There is no possibility that this will occur. Furthermore, since the slope surface is sufficiently drained through the water-permeable material 1, it is possible to prevent the slope surface from collapsing due to rainwater seepage after the slope frame is formed. Furthermore, by using net construction (lasue), vegetation work, etc. as mentioned above,
It is possible to obtain a slope that is aesthetically pleasing and stable and firm.

以上述べた如く本発明は、従来工法のように既製の法枠
や型枠を用いる必要がなく、地形に応じて確実性の高い
法枠を簡単に形成することができ、しかも排水の良好な
法面が得られるきわめてすぐれた工法を提供することが
できたものである。
As described above, the present invention does not require the use of ready-made slope frames or formwork unlike conventional construction methods, and can easily form highly reliable slope frames according to the topography, and also has good drainage. We were able to provide an extremely superior construction method that yields a sloped surface.

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

第1図は本発明工法により施工した法面の1実施例の平
面図、第2図は第1図におけるA−A視断面図、第3図
は同B−B視断面図、第4図は本発明工法に使用する透
水材の1例を示す部分斜視図である。 1・・・透水材     2・・・法面3・・・繊維体
     4・・コンクリート特許出願人  緑物産株
式会社 = 9− 第1図
Fig. 1 is a plan view of one embodiment of a slope constructed by the method of the present invention, Fig. 2 is a sectional view taken along line AA in Fig. 1, Fig. 3 is a sectional view taken along line BB in Fig. 4, and Fig. 4. 1 is a partial perspective view showing an example of a water-permeable material used in the construction method of the present invention. 1... Water permeable material 2... Slope 3... Fibrous body 4... Concrete patent applicant Midori Bussan Co., Ltd. = 9- Figure 1

Claims (6)

【特許請求の範囲】[Claims] (1)多数の繊維体を所要の断面形状に集合成形してな
る長尺状透水材を2本1組として略平行に所要間隔をお
いて法面上に敷設し、該2本1組で敷設される透水材を
法面の状況に応じて複数組所要枠形状に組合せ、該各2
本の透水材の間にコンクリートを打設して法枠を形成す
ることを特徴とする法面保護工法。
(1) A set of two long water-permeable materials made by collectively molding a large number of fibrous bodies into a desired cross-sectional shape is laid on a slope approximately parallel to each other at a required interval. Multiple sets of permeable materials to be laid are combined into the required frame shape depending on the situation of the slope, and each of the two
A slope protection method characterized by pouring concrete between permeable materials to form a slope frame.
(2)長尺状透水材をアンカーボルトで法面地山に固定
する特許請求の範囲第1項に記載の法面保護工法。
(2) The slope protection method according to claim 1, in which the long water-permeable material is fixed to the slope ground using anchor bolts.
(3)鉄筋または鉄線等の補強材を内装してコンクリー
トを打設する特許請求の範囲第1項または第2項に記載
の法面保護工法。
(3) The slope protection method according to claim 1 or 2, in which concrete is poured with reinforcing materials such as reinforcing bars or wires inside.
(4)予め金網または合成樹脂網等の網状体を張設した
法面上に特許請求の範囲第1項、第2項または第3項に
記載の工法を施工することを特徴とする法面保護工法。
(4) A slope characterized by constructing the construction method according to claim 1, 2, or 3 on a slope on which a net-like body such as a wire mesh or a synthetic resin net is stretched in advance. Protection method.
(5)法枠を形成した後法枠に囲まれた法面に金網まだ
は合成樹脂網等の網状体を張設する特許請求の範囲第1
項、第2項まだは第3項に記載の法面保護工法。
(5) After the slope is formed, a net-like body such as a wire mesh or a synthetic resin net is stretched over the slope surrounded by the slope.
The slope protection method described in Section 2, Section 3.
(6)法枠を形成した後法枠に囲まれた法面に植生工を
施す特許請求の範囲第1項から第5項までのいずれかに
記載の法面保護工法。
(6) The slope protection method according to any one of claims 1 to 5, wherein after the slope is formed, vegetation is applied to the slope surrounded by the slope.
JP10274883A 1983-06-10 1983-06-10 Slope protection work Pending JPS59228530A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10274883A JPS59228530A (en) 1983-06-10 1983-06-10 Slope protection work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10274883A JPS59228530A (en) 1983-06-10 1983-06-10 Slope protection work

Publications (1)

Publication Number Publication Date
JPS59228530A true JPS59228530A (en) 1984-12-21

Family

ID=14335840

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10274883A Pending JPS59228530A (en) 1983-06-10 1983-06-10 Slope protection work

Country Status (1)

Country Link
JP (1) JPS59228530A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328420A (en) * 1989-06-26 1991-02-06 Shuji Shimizu Slope protection method
JPH08184055A (en) * 1994-10-31 1996-07-16 Kazuo Yoshida Stable structure of slope

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328420A (en) * 1989-06-26 1991-02-06 Shuji Shimizu Slope protection method
JPH08184055A (en) * 1994-10-31 1996-07-16 Kazuo Yoshida Stable structure of slope

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