JPS5850204A - Prevention of bottom snowslide - Google Patents

Prevention of bottom snowslide

Info

Publication number
JPS5850204A
JPS5850204A JP14993481A JP14993481A JPS5850204A JP S5850204 A JPS5850204 A JP S5850204A JP 14993481 A JP14993481 A JP 14993481A JP 14993481 A JP14993481 A JP 14993481A JP S5850204 A JPS5850204 A JP S5850204A
Authority
JP
Japan
Prior art keywords
avalanche
ropes
resistor
slope
snow
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
JP14993481A
Other languages
Japanese (ja)
Inventor
清 中山
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.)
ASAHI KINMOU KK
Original Assignee
ASAHI KINMOU 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 ASAHI KINMOU KK filed Critical ASAHI KINMOU KK
Priority to JP14993481A priority Critical patent/JPS5850204A/en
Publication of JPS5850204A publication Critical patent/JPS5850204A/en
Pending legal-status Critical Current

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 従来なだれの防止に就いては、なだれの通路に減勢、誘
導、防護の調製槽やコンクIJ−ト擁壁などでなだれを
被害めない方向に誘導したり停止を期待したが降雪量、
斜面長さ、勾配角度、地形、温度、風等の自然環境の判
断がむづかしい上、降雪条件が例年一様でない等の事情
により経済効果、工費、工法判定のむづかしさも加わっ
て、なだれの被害を防止することは仲々至難であった。
[Detailed Description of the Invention] Conventionally, in order to prevent avalanches, the avalanche path has been de-energized, guided, and protected by using preparation tanks, concrete IJ-t retaining walls, etc. to guide the avalanche in a direction that does not cause damage or to stop the avalanche. I expected a lot of snowfall,
Not only is it difficult to judge the natural environment such as slope length, slope angle, topography, temperature, and wind, but also because snowfall conditions are not uniform every year, it is difficult to judge economic effects, construction costs, and construction methods. It was extremely difficult to prevent damage.

そこで更になだれの発生源で止めようとするなだれ予防
柵、吊り枠、吊り柵、階段、なだれ予防杭等の各種工法
が考えられ、綜合的に組合されて、予防、減勢、誘導、
なだれ止等を実施しているがそれでも30年〜50年確
率の大積雪等予想外の積雪によって、倒懐したり破損し
た例も多く、実になだれの被害は大きく単に経済的、物
的損失でなく多くの人命まで奪っているのが現状である
Therefore, various construction methods such as avalanche prevention fences, hanging frames, hanging fences, stairs, and avalanche prevention piles that try to stop avalanches at the source have been considered, and are comprehensively combined to prevent, reduce, guide, and
Although avalanche prevention measures have been implemented, there are still many cases of buildings being overturned or damaged due to unexpected snowfall, such as large snowfalls with a probability of 30 to 50 years.In fact, the damage caused by avalanches is not just economic or material loss. The current situation is that many people's lives are being taken away.

又、従来工法による諸設備は使用部材が比較的太きく被
害にありた時、二次的徴害やその後の片付等に困難と多
くの労力を要する欠点があった。
In addition, facilities constructed using conventional construction methods have the disadvantage that when the parts used are relatively large and damaged, it is difficult and labor-intensive to cause secondary damage and to clean up afterwards.

本発明は上記の欠点に鑑みなだれ発生源地域に於ける斜
面積雪の地上滑りを抑制停止して、底なだれ(全層)を
防゛止ぜんとする目的である。
In view of the above-mentioned drawbacks, the object of the present invention is to prevent bottom avalanches (all layers) by suppressing and stopping ground sliding of snow on slopes in avalanche source areas.

以下その詳細を例示図に就いて説明すると、斜面積雪M
IFのJlなだれ発生深地に、適当な大きさの目に交叉
するように、縦横ロープl・・・−2・・・を配備し1
その端部を吊架ワイヤー3で張設し、骸縦横ロープ1.
The details will be explained below with reference to an illustrative diagram.
Deploy vertical and horizontal ropes l...-2... in the deep ground where an avalanche occurs in IF, so as to intersect eyes of appropriate size.
The ends are stretched with suspension wires 3, and the skeleton vertical and horizontal ropes 1.
.

・#2.・、に適当数の砥抗体番又は戯抗板番′を固定
金具5又は縛着バンドワイヤー5′で固定してなる構成
に係るものである。
・#2. - This is a structure in which an appropriate number of abrasive plate numbers or abrasive plate numbers' are fixed to the fixing fittings 5 or binding band wires 5'.

斜面積雪の移動は研究の結果、積雪内部で起る変位クリ
ープと、斜面flkl上表上るグライドに分類されるが
、底なだれ(全層)は主として斜面地表上を滑るグライ
ドに依って発生するので、この滑りを小さい価のうちに
停止せしめる小抵抗体を斜面上に設置固定し、なだれ予
想発生源全域に亘って小間隔、小ピツチに配列すれば、
グライド−が太き(〈ならないうちに停止せしめ斜面上
の積雪の移動を阻止することが出来ることが分った。即
ち。
As a result of research, the movement of snow on slopes can be classified into displacement creep that occurs inside the snow and glide that moves up the surface of the slope, but bottom avalanches (full thickness) are mainly caused by glide that slides on the surface of the slope. If small resistance elements that can stop this slippage at a small rate are installed and fixed on the slope and arranged at small intervals and small pitches over the entire area of the predicted avalanche source,
It has been found that the glide can be stopped before it becomes too thick and can prevent the movement of snow on the slope.

斜面長さく))、傾斜角度(f)、積雪R(d)、積雪
の密度(r)、粘性係数(7C)、/r()”i数(/
/)、斜面電圧(S *Sg+5KrL)などから斜面
長さく7)を小さく分割するととにより斜面上端クラッ
クの発生を抑制し、併せてグライドの大きさを著しく減
少aせ、引いては斜面電圧を小さく出来ることが分った
。従って、抵抗体も大きい斜面゛電圧を受けないので、
大がかりな抵抗物体でなく設置屯或程変の地耐力さえあ
れば、土中埋込や打込み方法の工法でも施工出来る。
slope length)), slope angle (f), snow cover R (d), snow cover density (r), viscosity coefficient (7C), /r()''i number (/
/), slope voltage (S I found out that it can be made small. Therefore, the resistor does not receive a large slope voltage, so
As long as it is not a large-scale resistive object and has a certain amount of soil bearing capacity, it can be constructed by burying it in the ground or driving it into the ground.

抵抗体は施工時や落石等に依る外力の外積雪沈降圧等に
よって変形倒伏しないものでなければならず、なだれ発
生源の地形地質等によってその起倒施工が期待しKくい
現地状況が存在する場合もあるので施工に当っては、例
えば、縦ロープを適宜間隔に吊り下し、その品り元は斜
面上方又は頂上を超した反対側の安定基盤や岩盤にアン
カーを設けてこれに取付ける。この数条の縦ロープに対
し、斜面分割に必!!な間隔をとって横ロープを張り縦
覧−プとの交点はクロスクリップ止めして固定する。横
クープも必要に応じ適宜引出して長さをもって所定域外
の立木やアンカーに固定する。
The resistor must not deform or collapse due to external forces such as snow sedimentation pressure during construction or from falling rocks, etc., and there are local conditions where it is difficult to expect it to be constructed due to the topography and geology of the avalanche source. Therefore, during construction, for example, vertical ropes are hung at appropriate intervals, and the ropes are attached to stable foundations or bedrock above the slope or on the opposite side beyond the top with anchors. A must-have for dividing slopes with these few vertical ropes! ! Horizontal ropes are stretched at appropriate intervals and fixed with cross clips at the intersections with the public inspection ropes. The horizontal coupe can also be pulled out as needed and fixed to a tree or anchor outside the designated area at its length.

こうしてなだれ発生源全域に張られた横ロープをまたい
で抵抗体を打込み又は所定深さ土中埋込をして固定金具
又はバインドワイヤー等で横クープに縛着固定する。%
に軟弱地盤では抵抗体の沈下が起らない固定方法をとり
、岩など打込固定の出来ない所ではa−プへの固定によ
って、滑り移動などを起さないように充分に固定する。
In this way, the resistor is driven across the horizontal rope stretched over the entire area of the avalanche source, or is buried in the soil to a predetermined depth, and is tied and fixed to the horizontal coupe with a fixing metal fitting, a bind wire, or the like. %
In soft ground, a fixing method is used to prevent the resistor from sinking, and in places where it is not possible to fix the resistor by driving it into place, such as in rocks, fix it to an a-pu so that it does not slide or move.

本発明は上記の如く、小抵抗体を間隔ピッチを自在に配
置施工出来るばかりでなく、軟弱地盤や固定不能の場所
に4.施工出来るので、所期の目的達成が容易であるば
かりでなく、施工も簡単で破損時の二次i及障害も最少
1ily<い止められ杭又従来の吊抄枠、吊り柵等全荷
重がロープKかかるのでなく、位置決めと一部の抵抗体
の吊抄荷重の負担のみでよいので、ワイヤーロープに大
急い負荷がなく、省資源的に節約が出来る。又本案の施
工地に於ける自生成いは植生樹木は、槓雷グ2方へ曲り
、それから直立した樹幹となることなく、生え、位置で
直立した樹木を育てること\ が出来るのでi−効果がよく、従来のなだれ発生源から
恒久的ふれ防止林を早期に造\ ることが出来る等従来にない大きな効果を利点をもたら
す発明である。
As mentioned above, the present invention not only allows small resistors to be arranged at any pitch, but also allows construction of small resistors on soft ground or in places where fixation is impossible. Not only is it easy to achieve the intended purpose, but it is also easy to install, and secondary damage and damage in the event of damage are minimized. Since the wire rope does not have to be loaded with rope K, and only the positioning and the hanging load of some of the resistors are required, there is no urgent load on the wire rope, and resources can be saved. In addition, the native or vegetated trees at the construction site of this project can grow without bending in two directions and then becoming an upright tree trunk, so it is possible to grow an upright tree in the position, which is an i-effect. This is an invention that brings about great effects and advantages that have never existed before, such as the ability to quickly create a permanent forest that prevents avalanches from existing avalanche sources.

(4、図面の簡単な説明 図面は本発明−例の平面図、第2図は抵抗体ゐ一例の拡
大斜面図番糸:fむ・イτパぶ汁ユ01.:縦b1−1
−グ、・&、、、:横ローズ、3:吊架ワイヤー、4:
抵抗体、4′:抵抗板、5:固定金具、5′:縛着バイ
ンドワイヤー6:アンカーボルト、):クロスクリップ
(4. Brief explanation of the drawings The drawing is a plan view of an example of the present invention, and Figure 2 is an enlarged sloped view of an example of a resistor.
-G, &,...: Horizontal rose, 3: Suspension wire, 4:
Resistance element, 4': Resistance plate, 5: Fixing metal fittings, 5': Binding wire 6: Anchor bolt, ): Cross clip.

出願人 朝日金網株式会社Applicant: Asahi Wire Mesh Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 斜面積雪地帯の底なだれ発生榔地に、追歯な大きさの目
に交叉するように、縦横ロープを配備し、その端部を吊
架ワイヤーで張設し、該縦横ロープに適嶺数の抵抗体又
は抵抗板を固定金具又は縛着バインドワイヤーで固定し
てなる底なだれの防止法。
Vertical and horizontal ropes are placed in the avalanche-prone area of the snow-covered slope area so as to intersect with large-sized eyes, and the ends of the ropes are strung with suspension wires. A method for preventing bottom avalanche by fixing a resistor or a resistor plate with a fixing metal fitting or binding wire.
JP14993481A 1981-09-22 1981-09-22 Prevention of bottom snowslide Pending JPS5850204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14993481A JPS5850204A (en) 1981-09-22 1981-09-22 Prevention of bottom snowslide

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14993481A JPS5850204A (en) 1981-09-22 1981-09-22 Prevention of bottom snowslide

Publications (1)

Publication Number Publication Date
JPS5850204A true JPS5850204A (en) 1983-03-24

Family

ID=15485756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14993481A Pending JPS5850204A (en) 1981-09-22 1981-09-22 Prevention of bottom snowslide

Country Status (1)

Country Link
JP (1) JPS5850204A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0140033A2 (en) * 1983-09-09 1985-05-08 Henkel Kommanditgesellschaft auf Aktien Sebosuppresive cosmetic composition containing alkoxyaryl alkanols
JPH02104806A (en) * 1988-10-11 1990-04-17 Kobe Steel Ltd Avalanche preventing fence
JPH0542309U (en) * 1991-11-11 1993-06-08 東京製綱株式会社 Rock fall prevention device
JP2010138646A (en) * 2008-12-12 2010-06-24 Kurosawa Construction Co Ltd Avalanche preventive structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57209305A (en) * 1981-06-18 1982-12-22 Shizuko Abe Preventive frame for avalanche

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57209305A (en) * 1981-06-18 1982-12-22 Shizuko Abe Preventive frame for avalanche

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0140033A2 (en) * 1983-09-09 1985-05-08 Henkel Kommanditgesellschaft auf Aktien Sebosuppresive cosmetic composition containing alkoxyaryl alkanols
JPH02104806A (en) * 1988-10-11 1990-04-17 Kobe Steel Ltd Avalanche preventing fence
JPH0542309U (en) * 1991-11-11 1993-06-08 東京製綱株式会社 Rock fall prevention device
JP2010138646A (en) * 2008-12-12 2010-06-24 Kurosawa Construction Co Ltd Avalanche preventive structure

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