JP3382582B2 - Slope stabilization method - Google Patents
Slope stabilization methodInfo
- Publication number
- JP3382582B2 JP3382582B2 JP2000090192A JP2000090192A JP3382582B2 JP 3382582 B2 JP3382582 B2 JP 3382582B2 JP 2000090192 A JP2000090192 A JP 2000090192A JP 2000090192 A JP2000090192 A JP 2000090192A JP 3382582 B2 JP3382582 B2 JP 3382582B2
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- slope
- stopper
- wire
- mesh
- 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 - Fee Related
Links
- 238000000034 method Methods 0.000 title description 12
- 230000006641 stabilisation Effects 0.000 title description 7
- 238000011105 stabilization Methods 0.000 title description 7
- 239000000463 material Substances 0.000 claims description 21
- 238000007664 blowing Methods 0.000 claims description 3
- 238000005507 spraying Methods 0.000 description 9
- 239000007921 spray Substances 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000011435 rock Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
【0001】
【発明の属する技術分野】この発明は、オープンカット
工法などにより造成した高速道路や各種施設などに面す
る傾斜した法面或いは崩壊のおそれがある急傾斜地など
の斜面安定工法に関する。
【0002】
【従来の技術及びその課題】斜面をそのままにしておく
と、岩盤が崩落したり、岩や表土などが雨水などの流水
により流されてしまうので、斜面安定工法により斜面を
安定させている。
【0003】上記の斜面安定工法としては、斜面上に縦
横に或いは斜めに交差するワイヤーロープを張設したの
ち、この張設ワイヤーロープの上に金網を敷く。
【0004】このとき、斜面にアンカーピンを打ち込ん
で、斜面に対しワイヤーロープのみ(金網はワイヤーロ
ープに対し螺旋状の止具などを介し係止する)或いはワ
イヤーロープと共に金網を止める。
【0005】しかして、金網が埋没するように、斜面に
吹付材を吹き付ける。
【0006】上記の吹付材には、モルタル以外に植物種
子や肥料などを混在させた基盤材、成育基材及び客土な
どがあり、目的に応じて選択して使用する。
【0007】このような工法の金網の下側の吹付材の流
下を止める従来技術としては、特開昭63−78923
号公報に示すものや実開平6−1441号公報に示すも
のがある。
【0008】前者のものは、横長な羽根板から下向きに
突出するアンカー軸を打ち込んで斜面に対し各自羽根板
を支持させる。
【0009】そして、羽根板の上縁に対し上方に若干突
出するアンカー軸の上端に縦横に配筋した鉄筋の交差す
る部分を受架して、その上にモルタルを流し込み、次い
で金網を敷き、その上に緑化基盤材を吹き付ける。
【0010】このような方式によると、アンカー軸付の
羽根板は、金網の敷設以前のモルタルの流下を止めるも
ので、金網の敷設後に羽根板を使用することができな
い。
【0011】また、後者のものは、法面の上に金網を敷
いたのち、法面にストッパピンを打ち込んで金網の上に
ストッパ板を止め、そしてこの各自のストッパ板が埋没
するように金網に客土を吹き付ける。
【0012】このような方式によると、ストッパ板によ
って金網の上側(表側)の客土の流下を止めるもので、
金網の下側(裏側)の客土の流下を止めることができな
い。
【0013】いずれにあっても、金網を敷く以前に、或
いは金網を敷いたのち、その上側に設置するものであ
る。
【0014】すると、図3に示すように斜面1に金網2
を敷いた(金網2の下側に縦横或いは斜めに交差する多
数本のワイヤーロープを張設することもある)のち、金
網2が埋没するように目的に応じた吹付材3を吹き付け
たとき、斜面1の表面凹凸により(岩盤の起伏などによ
る)凹所4が存在する場合、凹所4内の吹付材3が斜面
1の傾斜よりも急勾配の傾斜により下方に流動し、流下
によって空洞化や吹付材の未充填部分などが発生する。
【0015】このような金網の張ったのちに於ける金網
上から凹所内への流下止め具の設置を従来技術では行な
うことができなかった。
【0016】そこで、この発明は、金網の敷設後に斜面
に存在する凹所内の吹付材の流下を止めて、流下による
不都合をなくするようにした斜面安定工法を提供するこ
とにある。
【0017】
【課題を解決するための手段】上記の課題を解決するた
めに、この発明は、法面などの斜面に金網を張り付けた
のち、上記斜面に存在する凹所の部分の上記金網の網目
に、櫛歯状に並ぶ流下止め部材と、この各流下止め部材
の上端相互を連結する連結部と、上記流下止め部材に設
けた網目係合用フックとで構成してある流下止具の上記
流下止め部材を突き刺しながら、上記金網に上記フック
を係止したのち、上記金網が埋没するように吹付材を吹
き付けたことを特徴とする斜面安定工法を採用する。
【0018】
【発明の実施の形態】この発明の実施の形態を添付図面
に基づいて説明する。
【0019】この発明の実施形態に用いる吹付材の流下
止具Aは、図1及び図2に示すように、斜面安定工の金
網の網目に一本或いは複数本突き刺すように多数本櫛歯
状に並ぶ流下止め部材11と、この各流下止め部材11
の上端相互を連結する連結部12とで構成されている。
【0020】上記の流下止め部材11及び連結部12
は、図1に示す場合、流下止め部材11用針金などの杆
の多数本を並べると共に、連結部12用一本の横杆に杆
の上端を重ね合わせて、この重なり部分をスポット溶接
により固着してある。
【0021】また、上記の流下止具Aの上縁(連結部1
2)には、金網の網目に係合するフック41が設けてあ
る。
【0022】上記のフック41は、図示の場合流下止め
部材11の上端延長をL形に屈曲して設けたが、別部品
のフック41を溶接などにより流下止具Aに点在的に取
付けて設けることもある。
【0023】次に上記構成した流下止具Aを用いた斜面
安定工法を説明する。
【0024】図2に示すように、斜面安定工の斜面Bに
金網Cを敷設した際、岩盤の凹凸や斜面Bの起伏などに
より起生した凹所Dの部分にあっては、緊張状態にある
金網Cと斜面Bとの対向間隔が凹所Dの部分では、極端
に大きくなる。
【0025】そこで、凹所Dの部分の金網Cの網目に流
下止具Aの流下止め部材11を上方から突き刺しなが
ら、凹所Dの底に流下止め部材11の先を臨ませ或いは
当接する。このとき、金網C上に連結部12を当接させ
ておく。
【0026】なお、金網Cから凹所Dの底迄の距離が異
なるので、距離に応じて各流下止め部材11の長さを工
具を用いた切断や折り曲げによって調整する。勿論、横
長な流下止具Aは、所定の長さに切断して使用する。
【0027】また、金網Cの網目に流下止め部材11を
突き刺すと共に、網目にフック41を係合させて流下止
具Aをセットし、フック41と網目との係合関係によっ
て安定よく流下止具Aを支持させる。
【0028】しかして、金網Cにモルタルや緑化用種子
の混在基盤材などの吹付材Eを吹き付ける。
【0029】このとき、凹所D内に流入した吹付材Eの
流下(下方への流れ)を流下止め部材11により阻止さ
れ、凹所D内での空洞化や、凹所D内の上部から下方へ
の流下にともない発生する未充填部分も発生しない。
【0030】勿論、網目とフック41との係合によって
金網Cに対し流下止具Aを安定よく支持する。
【0031】なお、図2鎖線に示すように、流下止め具
Aにガイド筒31を設けて、このガイド筒31に挿通し
たアンカーピン32を斜面Bに打ち込んでおくと、なお
一層安定よく流下止具Aを金網Cに対し支持させること
ができる。
【0032】なお、実施形態の金網Cの下側には、金網
Cの張り付け以前に、周知のように縦横や斜めに交差す
るワイヤーロープを緊張させることも(図示省略)あ
り、また斜面Bに対しアンカーピンを打ち込んでワイヤ
ーロープのみ或いはワイヤーロープと金網を支持させた
り、さらにワイヤーロープに対し金網を針金や螺旋状の
針金などを用いて支持させることもある。
【0033】
【発明の効果】以上のように、この発明の斜面安定工法
によれば、金網の張り付け後に斜面に存在する凹所に流
下止め部材を突き刺すと共に、金網の網目にフックを係
合して流下止具をセットするので凹所内の吹付材の流下
を流下止め部材により有効に止めて、凹所内の空洞化や
流下による吹付材の未充填部分をなくすることができ、
かつフックにより金網に対し流下止具を安定よく支持さ
せて吹付材による流下止具の傾動がない。
【0034】また、ストッパによっても金網の上側(表
面側)の吹付材の下方への流動(流下)を阻止する。
【0035】さらに、フックにより流下止具を金網に対
し安定よく支持させて、吹付材による傾動もない。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inclined slope facing a highway or various facilities constructed by an open cut method or a steep slope having a risk of collapse. Slope stabilization method. 2. Description of the Related Art If a slope is left as it is, rocks will collapse or rocks and topsoil will be washed away by running water such as rainwater. Therefore, the slope must be stabilized by a slope stabilization method. I have. [0003] As the above-mentioned slope stabilization method, a wire rope crossing vertically and horizontally or diagonally is stretched on a slope, and a wire mesh is laid on the stretched wire rope. At this time, an anchor pin is driven into the slope, and only the wire rope is locked to the slope (the wire mesh is locked to the wire rope via a spiral stopper) or the wire mesh is stopped together with the wire rope. [0005] A spraying material is sprayed on the slope so that the wire mesh is buried. [0006] The above-mentioned spraying materials include a base material, a growing base material and a soil, in which plant seeds and fertilizers are mixed in addition to the mortar, and are selected and used according to the purpose. [0007] As a prior art for stopping the flow of the spraying material below the wire net of such a construction method, Japanese Patent Application Laid-Open No. 63-78923 is known.
And Japanese Unexamined Utility Model Publication No. 6-1441. [0008] In the former, each anchor blade protrudes downward from a horizontally long blade plate to drive each blade plate against a slope. [0009] Then, at the upper end of the anchor shaft slightly projecting upward from the upper edge of the blade plate, the crossing of the reinforcing bars arranged vertically and horizontally is received, mortar is poured on the crossing, and then a wire mesh is laid. A greening base material is sprayed on it. According to such a method, the blade plate with the anchor shaft stops the mortar from flowing before the wire mesh is laid, and the blade plate cannot be used after the wire mesh is laid. In the latter, a wire mesh is laid on the slope, and a stopper pin is driven into the slope to stop the stopper plate on the wire mesh, and the wire mesh is buried so that each of the stopper plates is buried. Spray the soil on. According to such a method, the flow of the soil over the wire mesh (front side) is stopped by the stopper plate.
It is impossible to stop the flow of guest soil under (under) the wire mesh. In any case, before the wire mesh is laid, or after the wire mesh is laid, it is installed above the wire mesh. [0014] Then, wire mesh 2 on the slope 1 as shown in FIG. 3
(There may be a number of wire ropes crossing vertically or horizontally or diagonally below the wire mesh 2), and then spraying a blowing material 3 according to the purpose so that the wire mesh 2 is buried. If there is a recess 4 due to the surface irregularities of the slope 1 (due to the unevenness of the rocks, etc.), the spraying material 3 in the recess 4 flows downward due to a slope that is steeper than the slope of the slope 1, and is hollowed out by flowing down. such as unfilled part of and spray material is generated. In the prior art, it was not possible to install a downflow stopper from above the wire mesh into the recess after the wire mesh was stretched. Accordingly, an object of the present invention is to provide a slope stabilization method in which after the wire mesh is laid, the spraying material in the recess existing on the slope is stopped from flowing down, so that inconvenience due to the flowing down is eliminated. [0017] In order to solve the above-mentioned problems, the present invention provides a method of attaching a wire mesh to a slope such as a slope, and then attaching the wire mesh to a recess existing on the slope. a mesh, constituted by the falling stop member arranged in a comb teeth shape, and a connecting portion for connecting the upper end mutual each falling stop member and Ke set <br/> above Symbol flow under stopper member and the mesh engagement hooks while piercing the falling stop members of the flow under stop are, after locking the said hook to said wire mesh, adopting slope stability method, characterized in that the wire mesh is blown Coatings as buried. Embodiments of the present invention will be described with reference to the accompanying drawings. The falling stopper A of Coatings used in the implementation form of the invention, as shown in FIGS. 1 and 2, slope stability Engineering large number of comb teeth to pierce mesh one or more books of wire mesh Downflow stopping members 11 arranged in a row, and each of the downflow stopping members 11
And a connecting portion 12 for connecting the upper ends of the two. The above-mentioned flow stop member 11 and connecting portion 12
In the case shown in FIG. 1, a large number of rods such as wires for the downflow stopper member 11 are arranged, and the upper end of the rod is overlapped with one horizontal rod for the connecting portion 12, and this overlapping portion is fixed by spot welding. I have . Further, the upper edge of the above-mentioned downflow stopper A (the connecting portion 1)
2) is provided with a hook 41 which is engaged with a wire mesh.
You. The hook 41 described above is used to
The upper end extension of the member 11 is bent in an L-shape.
Hooks 41 are intermittently attached to the falling stopper A by welding or the like.
It may be attached. Next, a slope stabilization method using the downflow stopper A configured as described above will be described. As shown in FIG. 2 , when the wire mesh C is laid on the slope B of the slope stabilization work, the portion of the recess D caused by the unevenness of the rock or the undulation of the slope B is in a tension state. The facing distance between a certain wire mesh C and the slope B becomes extremely large in the portion of the recess D. Therefore, the tip of the flow-stopping member 11 faces the bottom of the recess D while piercing the flow-stopping member 11 of the flow-stopping member A from above into the mesh of the wire net C in the recess D. At this time, the connecting portion 12 is brought into contact with the wire net C. Since the distance from the wire netting C to the bottom of the recess D is different, the length of each downflow stopper 11 is adjusted by cutting or bending using a tool according to the distance. Needless to say, the horizontally-long falling stopper A is used after being cut into a predetermined length. Further , the downflow stopper 11 is meshed with the wire mesh C.
At the same time as piercing, the hook 41 is engaged with the mesh to stop the flow
Tool A is set, and the hook 41 is engaged with the mesh.
The flow stopper A is supported stably and stably. The spraying material E such as a mortar or a mixed base material of greening seeds is sprayed on the wire netting C. At this time, the flow-down (flow downward) of the spraying material E that has flowed into the recess D is prevented by the flow-stopping member 11, so that the blowing material E is hollowed in the recess D or from the upper portion in the recess D. unfilled portion for generating with the stream of downward also not occur. Of course, the engagement between the mesh and the hook 41
The falling stopper A is stably supported by the wire net C. In addition, as shown by the chain line in FIG.
A is provided with a guide tube 31 and inserted through the guide tube 31
When the anchor pin 32 is driven into the slope B,
To more stably support the downflow stopper A against the wire mesh C
Can be. [0032] Incidentally, the lower side of the wire mesh C of implementation form, prior to pasting of the wire mesh C, there is also (not shown) thereby tensioning the wire rope crossing horizontally and vertically and diagonally as well known, also slope B In some cases, only the wire rope or the wire rope and the wire mesh are supported by driving an anchor pin, or the wire mesh may be supported on the wire rope by using a wire or a spiral wire. [0033] As is evident from the foregoing description, according to the slope stability method of the present invention, engaging with barbs to pick a falling stopper member in a recess present in the slope after sticking the wire mesh, a hook mesh wire mesh
Because if you set the falling stopper in the stream of spray material in the recess to effectively stop the flow down stop member, it is possible to eliminate the unfilled portion of the spray material by hollowing and falling within the recess,
The hook is used to stably support the downflow stopper against the wire mesh.
There is no tilt of the downflow stopper due to the spray material . Also, the flow of the spray material on the upper side (surface side) of the wire mesh (downflow) is prevented by the stopper. Further, the downflow stopper is stably supported on the wire net by the hook, and there is no tilt due to the spray material.
【図面の簡単な説明】
【図1】この発明の実施形態に使用する流下止具の斜視
図
【図2】施工を示す平面図
【図3】従来例の縦断側面図
【符号の説明】
A 流下止具
B 斜面
C 金網
D 凹所
E 吹付材
11 流下止め部材
12 連結部
41 フック Plan view and FIG. 3 is a longitudinal side view of a conventional example showing a perspective view Figure 2 construction falling stopper for use in the implementation form of BRIEF DESCRIPTION OF THE DRAWINGS [Figure 1] This invention Description of Reference Numerals] Reference Signs List A Falling stopper B Slope C Wire mesh D Concavity E Spraying material 11 Falling stopper member 12 Connecting part 41 Hook
Claims (1)
ち、上記斜面に存在する凹所の部分の上記金網の網目
に、櫛歯状に並ぶ流下止め部材と、この各流下止め部材
の上端相互を連結する連結部と、上記流下止め部材に設
けた網目係合用フックとで構成してある流下止具の上記
流下止め部材を突き刺しながら、上記金網に上記フック
を係止したのち、上記金網が埋没するように吹付材を吹
き付けたことを特徴とする斜面安定工法。(57) [Claims 1] After a wire mesh is attached to a slope such as a slope, a flow-stopping member arranged in a comb-like shape in a mesh of the wire mesh in a concave portion existing on the slope. When, the falling stop members of the connecting portion and the under flow in the upper Symbol flow under stopper member are constituted by a set <br/> Ke reticulated engaging hook fastener for connecting the upper end mutual each falling stop member The hook is locked to the wire mesh while piercing the wire mesh, and then a blowing material is sprayed so that the wire mesh is buried.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000090192A JP3382582B2 (en) | 2000-03-29 | 2000-03-29 | Slope stabilization method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000090192A JP3382582B2 (en) | 2000-03-29 | 2000-03-29 | Slope stabilization method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001279678A JP2001279678A (en) | 2001-10-10 |
| JP3382582B2 true JP3382582B2 (en) | 2003-03-04 |
Family
ID=18605830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000090192A Expired - Fee Related JP3382582B2 (en) | 2000-03-29 | 2000-03-29 | Slope stabilization method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3382582B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290035B (en) * | 2023-05-08 | 2024-11-19 | 中国电建集团成都勘测设计研究院有限公司 | A formwork-free frame beam, slope protection structure and construction method thereof |
-
2000
- 2000-03-29 JP JP2000090192A patent/JP3382582B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001279678A (en) | 2001-10-10 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |