JPS63217019A - Slope protection work - Google Patents
Slope protection workInfo
- Publication number
- JPS63217019A JPS63217019A JP4684787A JP4684787A JPS63217019A JP S63217019 A JPS63217019 A JP S63217019A JP 4684787 A JP4684787 A JP 4684787A JP 4684787 A JP4684787 A JP 4684787A JP S63217019 A JPS63217019 A JP S63217019A
- Authority
- JP
- Japan
- Prior art keywords
- slope
- frame
- net
- vertical
- frames
- 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
Links
- 239000002689 soil Substances 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 9
- 239000004570 mortar (masonry) Substances 0.000 claims description 9
- 238000005507 spraying Methods 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009940 knitting Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
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 a means of protecting slope surfaces.
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 the soil and the drainage treatment function 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 the soil from flowing out. 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、全
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。In addition, various materials for the legal framework are used, including concrete, resin, and all-mesh material, and various shapes of the legal framework, such as a lattice shape and a circular shape, have been proposed.
く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> The following problems exist in the conventional slope protection technology.
(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 slopes, there is a risk that clods of earth or stones may fall on the slopes, 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 a slope and vegetation grows, it takes a long time for the soil to become stable because there are no members for the roots of the plants.
(ハ)既成のコンクリートブロックを使用する法枠工に
あっては、材料費がかかることと、このコンクリートブ
ロッ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(。(c) Construction costs are high when using prefabricated concrete blocks for the construction of a rampart, due to 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っては、法枠の構築に多くの時
間と手数を要する。(d) The method of constructing a concrete legal framework using formwork on the slope of the site requires a lot of time and effort to construct the legal framework.
く本発明の目的〉
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。OBJECTS OF THE INVENTION The present invention was made in view of the above points, and it is an object of the present invention to provide a slope protection construction method that improves construction safety and provides a good view of plants.
く本発明の構成〉
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。Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.
くイ〉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。Kui〉Dharma frame to use FIG. 1 shows an example of a 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、またはエキスバ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 an expanded metal plate can 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11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 is a member for connecting the plurality of mesh bodies 11 arranged facing each other, and can be a rod such as a steel rod or a string.
この連結材12の両端には環状のフック13を形成し、
このフック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 formed at both ends of this connecting member 12,
The foldable legal frame 1 is formed by loosely fitting the hooks 13 onto vertical lines or horizontal lines of the net body 11, respectively.
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)ニガ式があり
、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 such that the connecting member 12 is
If the connecting member 12 is hung on the vertical line of the net body 11, it can be folded in the longitudinal direction of the net body 11 (horizontal folding type). There is a foldable type (vertical folding type), and whether to select the horizontal folding type or the vertical folding type is appropriately determined depending on the undulations of the slope 2.
また、−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 members 11 constituting the - group legal frame 1 may be two or more, but in consideration of preventing the legal frame 1 from falling over, it is preferably about 10 to 20 net members.
く口〉法面上に敷設する敷網
本発明では、施工にあたって法面2上の全面に敷網3を
敷設する。Entrance> Net laid on the slope In the present invention, the net 3 is laid over the entire surface of the slope 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.
くハ〉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。Kuha〉Construction method (1) Laying the net (Fig. 2) A net 3 is laid over the entire surface of the slope 2 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って法
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はアンカー類を使って法面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によっ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 paving net 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
と平行に縦枠用鉄筋4を配置する。(3) Reinforcement arrangement method for vertical frame reinforcing bars Vertical frame reinforcing bars 4 are arranged between each net body 11 that constitutes the frame 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)格子枠の構築く第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 the lattice frame (Fig. 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, each net body 11 near the vertical frame reinforcing bars 4
Both ends of each net body 11 are integrally fixed to the vertical frame 5 by spraying mortar or concrete on both ends thereof.
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によっ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 horizontal frame 6,
The net body 11 and the bed net 3 are exposed.
(5)客土、植生(第5図) 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 (Figure 5) Add soil 7 mixed with seeds and fertilizers is brought in until the soil is completely absorbed.
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. 5, the grown plants are well entangled with the roots of the netting 3 laid on the slope 2, and the soil 7 is stabilized at an early stage.
くハ〉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。Kuha〉A study on the deterrent effect of soil replacement A part of the weight of soil 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
って支持されるため、崩壊が確実に抑止される。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, so that 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 soil in a grid of the same size between the present invention and a conventional grid-shaped concrete framework,
The deterrent effect of the present invention is greater than that of the conventional method by the amount of the mesh body 11 located within the grid.
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. Since it is shared and supported, the deterrent effect of the land 7 is excellent.
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.
く本発明の効果〉
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 described 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って、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-made slope provide good root support for plants and improve the stability of the soil.
(ロ)法枠や各81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 if you walk on the slope when transporting the slope frame or each of the 81 materials, the bedding net functions as a protective material for the slope, so the surface of the slope will not be 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、敷網によっ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 legal frame, the restraints can be easily removed from the bedding net, so it is possible to reliably prevent the legal 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って支持されるとともに、併せて敷
網によっ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) Replenishment soil is supported by vertical frames and horizontal frames that are rigid structures, and a group of nets that are flexible structures, and the movement of the soil is also regulated by the bedding nets. The deterrent effect will be significantly improved.
(へ)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.
したかって、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.
第1図工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J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
第3図Figure 1: Perspective explanatory diagram of an embodiment of the slope protection method according to the present invention. Figure 2: Explanatory diagram of J net laying work. Figure 3: Explanatory diagram when the slope frame is developed. Figure 4: Construction of the horizontal frame. Explanatory diagram at the time Figure 5: Cross-sectional view of the slope when it is covered with vegetation Figure 3
Claims (1)
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。[Claims] 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. , 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 vertical frames are arranged between each mesh body parallel to the direction of slope slope, After constructing the vertical frame by spraying mortar or concrete on the reinforcing bars for the frame, and constructing the horizontal frame that intersects with the vertical frame by spraying mortar or concrete on every few nets in parallel with the construction of the vertical frame. , A slope protection method that involves adding soil to the slope between the vertical and horizontal frames.
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 true JPS63217019A (en) | 1988-09-09 |
JPH046818B2 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) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101664026B1 (en) * | 2014-05-16 | 2016-10-10 | 정영환 | Container for Storing Seasoning |
-
1987
- 1987-03-03 JP JP4684787A patent/JPS63217019A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH046818B2 (en) | 1992-02-07 |
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