JPH046818B2 - - Google Patents

Info

Publication number
JPH046818B2
JPH046818B2 JP4684787A JP4684787A JPH046818B2 JP H046818 B2 JPH046818 B2 JP H046818B2 JP 4684787 A JP4684787 A JP 4684787A JP 4684787 A JP4684787 A JP 4684787A JP H046818 B2 JPH046818 B2 JP H046818B2
Authority
JP
Japan
Prior art keywords
slope
frame
net
vertical
soil
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
JP4684787A
Other languages
Japanese (ja)
Other versions
JPS63217019A (en
Inventor
Kazuyuki Yamashita
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP4684787A priority Critical patent/JPS63217019A/en
Publication of JPS63217019A publication Critical patent/JPS63217019A/en
Publication of JPH046818B2 publication Critical patent/JPH046818B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は法面保護工法に関するものである。[Detailed description of the invention] <Industrial application field> The present invention relates to a slope protection method.

<従来の技術> 近時、法面の保護手段として法枠工と植生工を
併用して法面の崩壊をより確実に阻止しようとす
る方法が種々提案されている。
<Prior Art> Recently, various methods have been proposed to more reliably prevent slope collapse by using a combination of slope construction and vegetation construction as slope protection means.

この方法は法枠には客土の支持機能と法面表面
の流水の排水処理機能を期待し、法面に植生した
植物には客土の安定機能と客土の流出防止機能を
期待して、効果的に法面の崩壊を防止することを
目的とする方法である。
In this method, the slope is expected to have the function of supporting soil and the drainage treatment of running water on the slope surface, and the plants grown on the slope are expected to have the function of stabilizing the soil and preventing runoff of the soil. This method aims to effectively prevent slope collapse.

また、法枠の素材としてはコンクリート製、樹
脂製、金網製と種々利用され、また法枠の形状も
格子形や円形等種々提案されている。
Furthermore, various materials are used for the legal frame, such as concrete, resin, and wire mesh, and various shapes of the legal frame, such as a lattice shape and a circular shape, have been proposed.

<本発明が解決しようとする問題点>> 従来の法面保護技術には次のような問題点が存
在する。
<Problems to be Solved by the Present Invention>> Conventional slope protection techniques have the following problems.

(イ) 作業員が法面上を歩行すると、法面上の土塊
や石などが落下する危険があり、作業の安全性
の点で問題が残る。
(b) When workers walk on the slope, there is a risk that clods of earth or stones may fall on the slope, which poses a problem in terms of work safety.

(ロ) 法面上に客土を施して植生しても、植物の根
がらみとなる部材が存在しないため、客土が安
定するまでに長期間を要する。
(b) Even if soil is applied to the slope and vegetation grows, it takes a long time for the soil to stabilize because there is no material for the roots of the plants.

(ハ) 既成のコンクリートブロツクを使用する法枠
工にあつては、材料費がかかることと、このコ
ンクリートブロツクの運搬や設置に手数がかか
るため施工コストが高くつく。
(c) When constructing a slope using ready-made concrete blocks, the construction cost is high because of the material costs and the labor involved in transporting and installing the concrete blocks.

(ニ) 現場の法面上に型枠を使用してコンクリート
製の法枠を構築する方法にあつては、法枠の構
築に多くの時間と手数を要する。
(d) In the case of constructing a concrete legal framework using formwork on the slope of the site, it takes a lot of time and effort to construct the legal framework.

<本発明の目的> 本発明は以上の点に鑑みなされたもので、施工
の安全性が向上し、しかも植物の見がらみが良好
となる、法面保護工法を提供することを目的とす
る。
<Object of the present invention> The present invention was made in view of the above points, and an object of the present invention is to provide a slope protection construction method that improves construction safety and provides a good view of plants.

<本発明の構成> 以下、図面を参照しながら本発明の一実施例に
ついて説明する。
<Structure of the present invention> An embodiment of the present invention will be described below with reference to the drawings.

<イ> 使用する法枠 第1図に本発明に使用する法枠1の一例を示
す。
<A> Legal frame used FIG. 1 shows an example of the legal frame 1 used in the present invention.

この法枠1は帯状の網体11と、複数の網体
11間を連結する連結材12とからなる折り畳
み式の法枠である。
This legal frame 1 is a foldable legal frame that includes a belt-shaped net body 11 and a connecting member 12 that connects the plurality of net bodies 11.

[網体] 網体11には線材を縦横に編成してなる帯状
の金網を使用する。
[Mesh body] The net body 11 is a belt-shaped wire mesh formed by knitting wire rods vertically and horizontally.

その他、網体11としては多数の穴を開設し
た樹脂板あるいは鋼板、またはエキスパンドメ
タルなども使用できる。
In addition, a resin plate or a steel plate with a large number of holes, or expanded metal may be used as the net body 11.

[連結材] 連結材12は対向して配置した複数の網体1
1間を連結するための部材であり、鋼棒などの
棒体または紐体を使用できる。
[Connection material] The connection material 12 includes a plurality of net bodies 1 arranged facing each other.
This is a member for connecting two parts, and a rod such as a steel rod or a string can be used.

この連結材12の両端には環状のフツク13
を形成し、このフツク13をそれぞれ網体11
の縦線または横線に遊嵌状態で掛止して折り畳
み式の法枠1を形成する。
Annular hooks 13 are provided at both ends of this connecting member 12.
, and each hook 13 is connected to a mesh body 11.
A foldable legal frame 1 is formed by loosely fitting the vertical line or horizontal line of the frame 1.

なお、法枠1の折り畳み方向は、連結材12
を網体11の縦線に掛止した場合には網体11
の長手方向に向けて折り畳みでき(水平折り畳
み式)また連結材12を網体11の横線に掛止
した場合には網体11を乗り越える方向に折り
畳める方式の(鉛直折り畳み式)二方式があ
り、水平折り畳み式あるいは鉛直折り畳み式の
いずれを選択するかは、法面2の起伏状況に応
じて適宜決定する。
Note that the folding direction of the legal frame 1 is the same as that of the connecting member 12.
When hung on the vertical line of the net 11, the net 11
There are two methods: one that can be folded in the longitudinal direction (horizontal folding type) and one that can be folded in a direction that goes over the net 11 when the connecting member 12 is hooked to the horizontal line of the net 11 (vertical folding type). Whether to select the horizontal folding type or the vertical folding type is determined as appropriate depending on the undulations of the slope 2.

また、一組の法枠1を構成する網体11の枚
数は二枚以上であれば良いが、法枠1の転倒防
止を考慮すると十枚乃至二十枚程度が好適であ
る。
Further, the number of mesh bodies 11 constituting one set of legal frames 1 may be two or more, but in consideration of preventing the legal frames 1 from falling over, it is preferable that the number is about 10 to 20.

<ロ> 法面上に敷設する敷網 本発明では、施工にあたつて法面2上の全面
に敷網3を敷設する。
<B> Paving net laid on the slope surface In the present invention, the paving net 3 is laid over the entire surface of the slope surface 2 during construction.

この敷網3は、可撓性を有する網体からな
り、例えば金属製、樹脂製、繊維製などの公知
の網体を使用できる。
This net 3 is made of a flexible net, and for example, known nets made of metal, resin, fiber, etc. can be used.

<ハ> 施工方法 (1) 敷網の敷設(第2図) 保護予定の法面2の全面に敷網3を敷設す
る。
<C> Construction method (1) Laying the net (Figure 2) Lay the net 3 over the entire surface of the slope 2 that is to be protected.

敷網3の上部あるいはその途上をアンカー
類を使つて法面2に固定する。
The upper part or part of the net 3 is fixed to the slope 2 using anchors.

(2) 法枠の設置(第3図) 次に折り畳んだ状態の法枠1を法面2の上
流に運搬して敷網3上に展開する。
(2) Installation of the slope (Fig. 3) Next, the folded slope 1 is transported upstream of the slope 2 and laid out on the bedding net 3.

このとき各網体11は法面2の傾斜方向と
直交する方向に配置する。
At this time, each net 11 is arranged in a direction perpendicular to the direction of inclination of the slope 2.

最上位の網体11はアンカー類を使つて法
面2に固定する。
The uppermost net 11 is fixed to the slope 2 using anchors.

法枠1や各種の資材を運搬する際、作業者
が法面上を歩行しても、敷網3によつて法面
の表面が荒らされることはなく、そのうえ落
石事故も防止できる。
Even if a worker walks on the slope when transporting the slope frame 1 and various materials, the surface of the slope will not be damaged by the netting 3, and furthermore, accidents from falling rocks can be prevented.

(3) 縦枠用鉄筋の配筋 法枠1を構成する各網体11間には、法面
2の傾斜方向と並行に縦枠用鉄筋4を配置す
る。
(3) Reinforcement arrangement of vertical frame reinforcing bars Vertical frame reinforcing bars 4 are arranged between each net body 11 that constitutes the slope 1 in parallel to the inclination direction of the slope 2.

縦枠用鉄筋4と網体11との交差箇所もし
くは縦枠用鉄筋の途上をアンカー類を使用し
て固定する。
Anchors are used to fix the intersection of the vertical frame reinforcing bars 4 and the mesh body 11 or the middle of the vertical frame reinforcing bars.

(4) 格子枠の構築(第1図) 次に縦枠用鉄筋4にモルタルまたはコンク
リートを吹き付けて縦枠5を構築する。
(4) Construction of lattice frame (Figure 1) Next, mortar or concrete is sprayed onto the reinforcing bars 4 for the vertical frame to construct the vertical frame 5.

縦枠5を構築する際、縦枠用鉄筋4の近傍
の各網体11の両端部にもモルタルまたはコ
ンクリートを吹き付けて、各網体11の両端
部を縦枠5に一体に固定する。
When constructing the vertical frame 5, mortar or concrete is also sprayed on both ends of each net body 11 near the reinforcing bars 4 for the vertical frame, and both ends of each net body 11 are integrally fixed to the vertical frame 5.

同時に、何枚かおきに網体11にモルタル
またはコンクリートを吹き付けて縦枠5と交
差する横枠6を構築する。(第4図) このようにして法面2上にモルタルまたは
コンクリートを吹き付けて格子枠を構築す
る。
At the same time, mortar or concrete is sprayed on every few net members 11 to construct horizontal frames 6 that intersect with the vertical frames 5. (Figure 4) In this way, mortar or concrete is sprayed onto the slope 2 to construct a lattice frame.

縦枠5と横枠6によつて形成された格子枠
の内部には、網体11と敷網3とが露出する
ことになる。
Inside the lattice frame formed by the vertical frame 5 and the horizontal frame 6, the net body 11 and the floor net 3 are exposed.

(5) 客土、植生(第5図) 各格子枠内に露出する敷網3上に網体11
が隠れるまで種子や肥料の混入した客土7を
搬入する。
(5) Soil and vegetation (Fig. 5) Net 11 is placed on the bedding net 3 exposed within each lattice frame.
Add soil 7 mixed with seeds and fertilizers is brought in until the soil is covered.

以上の工程を繰り返して法面2の下流側へ向
けて法枠工および植生工を進めていく。
The above steps are repeated to advance the slope work and vegetation work towards the downstream side of the slope 2.

植生された植物は、第5図に示すように法面
2上に敷設した敷網3に良好に根がらみして、
客土7が早期に安定する。
As shown in FIG.
Hakoto 7 will be stabilized quickly.

<ハ> 客土の抑止効果についての検討 法面2上に搬入した客土7の重量の一部は下
流側へ向けて崩壊力として作用している。
<C> Examination of deterrent effect of soil replacement A part of the weight of soil reinforcement 7 carried onto slope 2 acts as a collapse force toward the downstream side.

この客土7の崩壊力はモルタルまたはコンク
リート製の縦枠5と横枠6および横枠6に接続
する網体11群によつて支持されるため、崩壊
が確実に抑止される。
Since the collapse force of the soil 7 is supported by the vertical frame 5 and the horizontal frame 6 made of mortar or concrete and the group of nets 11 connected to the horizontal frame 6, collapse is reliably suppressed.

特に本発明と従来の格子状のコンクリート製
の法枠において、同寸の格子内の客土の抑止効
果を比較した場合、本発明が、格子内に位置す
る網体11の分だけ従来より抑止効果が大きく
なる。
In particular, when comparing the deterrent effect of the present invention and the conventional concrete lattice-shaped slope frame, it is found that the present invention is more effective than the conventional method in deterring soil by the net 11 located in the lattice. The effect will be greater.

また、本発明と従来の網製の法枠における客
土7の抑止効果を比較した場合にも、本発明の
方が従来のものに比べ縦枠5および横枠6に客
土7の重量が分担されて支持されるので客土7
の抑止効果が優れている。
Also, when comparing the deterrent effect of the soil 7 in the present invention and the conventional mesh-made legal frame, the weight of the soil 7 in the vertical frame 5 and the horizontal frame 6 is lower in the present invention than in the conventional one. Because it is shared and supported, it is a different land 7
has an excellent deterrent effect.

以上のことから、本発明では横枠6のスパンを
大きくしても客土7の崩落を確実に防止できる。
From the above, in the present invention, even if the span of the horizontal frame 6 is increased, it is possible to reliably prevent the top soil 7 from collapsing.

<本発明の効果> 本発明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。
<Effects of the Present Invention> Since the present invention is as explained above, the following effects can be obtained.

(イ) 法面に敷設した敷網と網製の法枠とによつ
て、植物の根がらみが良好となり、客土の安定
性が向上する。
(b) The netting laid on the slope and the net slope frame provide good root support for plants and improve the stability of the soil.

(ロ) 法枠や各種資材を運搬するときに法面上を歩
行しても敷網が法面の保護材として機能するか
ら、法面の表面が荒らされない。
(b) Even when walking on the slope while transporting the slope frame and various materials, the bedding net functions as a protective material for the slope, so the surface of the slope is not damaged.

(ハ) 法面上に存在する土塊や石などが転落しよう
としても、敷網によつて転落が規制されている
ので、安全な環境下で作業を行える。
(c) Even if clods of earth or stones on the slope try to fall, the net prevents them from falling, so work can be done in a safe environment.

(ニ) 法枠を設置するとき、敷網から控えが容易に
とれるため、施工途中の法枠の転倒を確実に防
止できる。
(d) When installing the slope frame, the restraints can be easily removed from the bedding net, so it is possible to reliably prevent the slope frame from falling during construction.

(ホ) 客土は剛構造体である縦枠と横枠および柔構
造体である網体群とによつて支持されるととも
に、併せて敷網によつても客土の移動が規制さ
れるため、客土の抑止効果が著しく向上する。
(e) The soil is supported by the vertical and horizontal frames, which are rigid structures, and a group of nets, which are flexible structures, and the movement of the soil is also regulated by the netting. Therefore, the deterrent effect of soil is significantly improved.

(ヘ) 横枠用の補強材として鉄筋を用いずに網体の
みを用いて使い分けをした。
(F) As a reinforcing material for the horizontal frame, only the mesh was used without using reinforcing bars.

このような使い分けを採用したのは、傾斜面
ではモルタルまたはコンクリートがたれ易いと
いう性質を考慮して成されたものである。
This choice of use was made in consideration of the tendency for mortar or concrete to sag on sloped surfaces.

したがつて、横枠用の補強材である網体をモル
タルまたはコンクリートから露出させずに施工で
きる。
Therefore, construction can be carried out without exposing the net, which is a reinforcing material for the horizontal frame, from the mortar or concrete.

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

第1図:本発明に係る法面保護工法の一実施例
の斜視説明図、第2図:敷網の敷設作業の説明
図、第3図:法枠の展開時の説明図、第4図:横
枠の構築時の説明図、第5図:植生時の法面の断
面図。
Figure 1: An explanatory perspective view of one embodiment of the slope protection method according to the present invention, Figure 2: An explanatory diagram of the work of laying a bedding net, Figure 3: An explanatory diagram of the unfolding of the slope frame, Figure 4 : Explanatory diagram when constructing the horizontal frame, Figure 5: Cross-sectional diagram of the slope when it is covered with vegetation.

Claims (1)

【特許請求の範囲】 1 保護予定の法面の全域に可撓性を有する敷網
を敷設し、 複数の網体間を連結材で連結して形成した折り
畳み式の法枠を法面に展開し、 前記法枠は各網体法面の傾斜する方向と直交す
る方向に向けて配置し、 各網体間に、法面の傾斜方向と平行に別途の縦
枠用鉄筋を配置し、 前記縦枠用鉄筋にモルタルまたはコンクリート
を吹き付けて縦枠を構築し、 縦枠の構築作業と並行して何枚かおきに網体に
モルタルまたはコンクリートを吹き付けて縦枠と
交差する横枠を構築した後、 縦枠と横枠間の法面に客土して行う、 法面保護工法。
[Scope of Claims] 1. A flexible bedding net is laid over the entire area of the slope to be protected, and a foldable slope frame formed by connecting a plurality of nets with connecting materials is deployed on the slope. and the slope frame is arranged in a direction perpendicular to the direction in which the slope of each mesh body slopes, separate reinforcing bars for the vertical frame are arranged between each mesh body in parallel to the direction of inclination of the slope surface, and the above-mentioned Vertical frames were constructed by spraying mortar or concrete on the reinforcing bars for the vertical frames, and in parallel with the construction of the vertical frames, mortar or concrete was sprayed on every few nets to construct horizontal frames that intersect with the vertical frames. Afterwards, this is a slope protection method in which soil is added to the slope between the vertical and horizontal frames.
JP4684787A 1987-03-03 1987-03-03 Slope protection work Granted JPS63217019A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4684787A JPS63217019A (en) 1987-03-03 1987-03-03 Slope protection work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4684787A JPS63217019A (en) 1987-03-03 1987-03-03 Slope protection work

Publications (2)

Publication Number Publication Date
JPS63217019A JPS63217019A (en) 1988-09-09
JPH046818B2 true JPH046818B2 (en) 1992-02-07

Family

ID=12758730

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4684787A Granted JPS63217019A (en) 1987-03-03 1987-03-03 Slope protection work

Country Status (1)

Country Link
JP (1) JPS63217019A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140147674A (en) * 2014-05-16 2014-12-30 정영환 Container for Storing Seasoning

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140147674A (en) * 2014-05-16 2014-12-30 정영환 Container for Storing Seasoning

Also Published As

Publication number Publication date
JPS63217019A (en) 1988-09-09

Similar Documents

Publication Publication Date Title
JPH046818B2 (en)
US5301918A (en) Form assembly for construction of concrete culverts
KR100991505B1 (en) Environment-friendly river side reinforcement fabric
JPH0368176B2 (en)
JPH09154420A (en) Weed proofing mat and its execution
KR101131814B1 (en) Rhombic dam using light weight steel and rock
JP2002227213A (en) Slope-stabilizing method and its reinforced frame
JP3096424B2 (en) Vegetation infrastructure construction method
KR102544952B1 (en) Cascading slope greening method
JP2000027150A (en) Pebble-packed basket for engineering works
JP6793424B1 (en) Slope protection method
JPH0978590A (en) Frame material, and protection work, vegetation work, widening work vertical earth retaining wall for slope face with frame material
JPH09144008A (en) Measuring coil for forming cast-in-place sloped form
JP3658060B2 (en) Inspection frame for on-site casting frame formation
JPS5934610Y2 (en) Slope protection material
JP3382592B2 (en) Slope stabilizer construction method and equipment
JPS6351527A (en) Slope stabilization work
JP2583168B2 (en) Slope greening method
JPH11148132A (en) Protection body, for slope face
JPS6145732B2 (en)
JPS59228531A (en) Slope protection work
JP2748259B2 (en) Frame for forming legal frame and legal method using the frame
JPH07127068A (en) Arrangement method for net material
JPS6028973B2 (en) Staircase construction method for stable planting on mountainside slopes
JP2002309584A (en) Frame for forming slope protection frame and method for constructing slope protection frame using the same

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term