JPH0699884B2 - Method for preventing collapse of rockfall protection structure - Google Patents

Method for preventing collapse of rockfall protection structure

Info

Publication number
JPH0699884B2
JPH0699884B2 JP8309990A JP8309990A JPH0699884B2 JP H0699884 B2 JPH0699884 B2 JP H0699884B2 JP 8309990 A JP8309990 A JP 8309990A JP 8309990 A JP8309990 A JP 8309990A JP H0699884 B2 JPH0699884 B2 JP H0699884B2
Authority
JP
Japan
Prior art keywords
protection structure
rockfall protection
upper plate
sand
earth
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 - Lifetime
Application number
JP8309990A
Other languages
Japanese (ja)
Other versions
JPH03281802A (en
Inventor
清一 小沢
Original Assignee
清一 小沢
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 清一 小沢 filed Critical 清一 小沢
Priority to JP8309990A priority Critical patent/JPH0699884B2/en
Publication of JPH03281802A publication Critical patent/JPH03281802A/en
Publication of JPH0699884B2 publication Critical patent/JPH0699884B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、既設の落石防護構造物(本明細書において
「落石防護構造物」とは道路又は鉄道を落石、土砂くず
れ等から保護するために当該道路又は鉄道を覆う鉄筋コ
ンクリート等の構造物をいう。)が落石、土砂くずれ等
により崩壊することを予防するための落石防護構造物の
崩壊予防方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to an existing rockfall protection structure (in the present specification, the term "rockfall protection structure" is used to protect roads or railways from rockfalls, landslides, etc.). Refers to a structure such as reinforced concrete that covers the road or railroad), and a method for preventing collapse of a rockfall protection structure for preventing the structure from collapsing due to rockfall, landslide, etc.

〔従来の技術と発明が解決しようとする課題〕[Problems to be Solved by Conventional Techniques and Inventions]

落石防護構造物が大量の落石、土砂くずれ等により崩壊
し、尊い人命を損なうと共に道路又は鉄道を不通ならし
めることがしばしばある。しかるに、既設の落石防護構
造物をこのような崩壊から予防するための効果的な方法
は存在しない。
Rock fall protection structures often collapse due to a large amount of rock fall, landslides, etc., damaging precious lives and making roads or railways inaccessible. However, there is no effective way to prevent existing rockfall protection structures from such collapse.

このような事実に鑑み、本発明は落石防護構造物につい
ての効果的な崩壊予防方法を提供しようとしてなされた
ものである。
In view of such a fact, the present invention has been made to provide an effective collapse prevention method for a rockfall protection structure.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記課題を解決するために本発明は、既設の落石防護構
造物の上方の岩石、土砂等を当該落石防護構造物を損傷
することなく少量ずつ落下、除去するようにした方法を
提供するものである。すなわち、本発明による落石防護
構造物の崩壊予防方法は、既設の落石防護構造物の上面
に下板を固定し、該下板の上面における山側縁にはばね
を、谷側縁にはヒンジをそれぞれ固着し、該ヒンジを上
板の下面における谷側縁に着脱自在に取り付けることに
より上板を該ばねを介して下板の上方に谷側が低くなる
ように傾斜させた状態で配設し、落石防護構造物の上方
の岩石、土砂等を少量ずつ上板上に落下させ、これらの
岩石、土砂等を上板より落石防護構造物の谷側に落下さ
せるようにしたことを特徴とするものである。
In order to solve the above problems, the present invention provides a method in which rocks, earth and sand, etc. above an existing rockfall protection structure are gradually dropped and removed without damaging the rockfall protection structure. is there. That is, the method for preventing collapse of a rockfall protection structure according to the present invention comprises fixing a lower plate to the upper surface of an existing rockfall protection structure, using a spring on the mountain side edge and a hinge on the valley side edge on the upper surface of the lower plate. They are fixed to each other, and the hinges are detachably attached to the valley-side edges on the lower surface of the upper plate so that the upper plate is arranged above the lower plate via the spring in a state where the valley side is inclined so that the valley side becomes lower, A feature is that rocks, earth and sand, etc. above the rockfall protection structure are dropped little by little onto the upper plate, and these rocks, earth and sand, etc. are dropped from the upper plate to the valley side of the rockfall protection structure. Is.

〔作用〕[Action]

本発明による落石防護構造物の崩壊予防方法において、
落石防護構造物の上方の岩石、土砂等を少量ずつ上板上
に落下させると、上板は岩石、土砂等の重みによりヒン
ジを回動中心としてばねの力に抗して一旦下方へ回動す
る。このように、上板がばねを収縮させつつ下方に回動
するため、岩石、土砂等の落下による落石防護構造物に
対する衝撃波著しく緩和される。続いて、ばねの反動に
より上板は上方に回動するため、上板が谷側が低くなる
ように傾斜していることと相俟って上板上の岩石、土砂
等は上板より落石防護構造物の谷側に落下する。
In the method for preventing collapse of a rockfall protection structure according to the present invention,
When rocks, earth and sand, etc. above the rock fall protection structure are dropped on the upper plate little by little, the upper plate rotates once downwards against the force of the spring around the hinge due to the weight of the rock, earth and sand, etc. around the hinge. To do. In this way, since the upper plate rotates downward while contracting the spring, the shock wave against the rockfall protection structure due to the fall of rocks, earth and sand, etc. is remarkably reduced. Subsequently, the upper plate rotates upward due to the reaction of the spring, which is combined with the fact that the upper plate is inclined so that the valley side becomes lower, so rocks, earth and sand, etc. on the upper plate are protected from falling rocks from the upper plate. It falls to the valley side of the structure.

以上の如く、落石防護構造物の上方の岩石、土砂等を落
石、土砂くずれ等のおそれがない状態になるまで除去す
るものであるが、一箇所の岩石、土砂等の除去作業が終
了した後、上板、下板を順次横方向に移動させて他の箇
所の岩石、土砂等を次々と除去して行くのである。な
お、上板の山側縁付近の岩石、土砂等を除去する際に
は、ばねを切断することによりばねの背を低くして上板
を下げ、以て岩石、土砂等が上板上に落下するようにし
てもよい。
As mentioned above, rocks and earth above the rockfall protection structure are removed until there is no risk of rockfall or sediment collapse. The upper plate and the lower plate are sequentially moved in the lateral direction to remove rocks, earth and sand, etc. at other places one after another. When removing rocks, earth and sand, etc. near the mountain side edge of the upper plate, cut the spring to lower the height of the spring and lower the upper plate, so that rocks, earth and sand, etc. fall on the upper plate. You may do it.

〔実施例〕〔Example〕

次に、本発明の実施例を添付図面に従って説明する。 Next, embodiments of the present invention will be described with reference to the accompanying drawings.

符号1は既設の落石防護構造物でる。落石防護構造物1
の上面には鉄板等の下板2を固定する。下板2を落石防
護構造物1の上面に固定するに当り、一例として落石防
護構造物1の山側(第1図における左側)近傍の土中に
打込んだ固定棒3、3…の一端を下板2の山側端に溶接
する。各固定棒3と落石防護構造物1の山側壁4との間
の角度は一例として約60°とする。下板2の上面におけ
る山側縁にはばね5を固着し、谷側(第1図における右
側)縁にはヒンジ6を固着し、該ヒンジ6を鉄板等の上
板7の下面における谷側縁に着脱自在に取り付けること
により上板7をばね5を介して下板2の上方に谷側が低
くなるように傾斜させた状態で配設する。この状態で、
落石防護構造物1の上方の岩石、土砂等8を小爆破等に
より少量ずつ上板7上に落下させ、これらの岩石、土砂
等8を上板7より落石防護構造物1の谷側に落下させ
る。なお、一箇所の岩石、土砂等8の除去作業が終了し
たときには、上板7、下板2を各別に横方向に移動させ
て隣接する箇所の岩石、土砂等8を除去するのである
が、この場合、上板7を下板2上にて横方向に動かす際
には下板2上面におけるヒンジ6の近傍にL型材9を載
置し、上板7を該L型材9に支承させた状態で摺動させ
ることによりヒンジ6を保護するのが望ましい。
Reference numeral 1 is an existing rockfall protection structure. Rockfall protection structure 1
A lower plate 2 such as an iron plate is fixed to the upper surface of the. When fixing the lower plate 2 to the upper surface of the rockfall protection structure 1, as an example, one end of the fixing rods 3, 3 ... Driven into the soil near the mountain side (left side in FIG. 1) of the rockfall protection structure 1 is used. Weld to the mountain side end of the lower plate 2. The angle between each fixing rod 3 and the mountain side wall 4 of the rockfall protection structure 1 is, for example, about 60 °. A spring 5 is fixed to the mountain side edge on the upper surface of the lower plate 2, and a hinge 6 is fixed to the valley side (right side in FIG. 1) edge, and the hinge 6 is formed on the lower surface of the upper plate 7 such as an iron plate. The upper plate 7 is disposed above the lower plate 2 via the spring 5 by being detachably attached to the lower plate 2 in a state in which the valley side is lowered. In this state,
Rocks, earth and sand 8 above the rockfall protection structure 1 are dropped little by little onto the upper plate 7 by a small explosion, and these rocks, earth and sand 8 are dropped from the upper plate 7 to the valley side of the rockfall protection structure 1. Let In addition, when the work of removing the rock, earth and sand 8, etc. at one place is completed, the upper plate 7 and the lower plate 2 are separately moved in the lateral direction to remove the rock, earth and sand 8, etc. at the adjacent place. In this case, when the upper plate 7 is moved laterally on the lower plate 2, the L-shaped member 9 is placed near the hinge 6 on the upper surface of the lower plate 2 and the upper plate 7 is supported by the L-shaped member 9. It is desirable to protect the hinge 6 by sliding it in the state.

〔発明の効果〕〔The invention's effect〕

本発明においては、既設の落石防護構造物上方の岩石、
土砂等を予め除去することにより、以後の落石、土砂く
ずれ等が確実に防止でき、従って、落石防護構造物の崩
壊が予防できる。また、前述の如く、上板と下板との間
のばねの働きにより、岩石、土砂等の落下による落石防
護構造物に対する衝撃は著しく緩和されその損傷が防止
されると共に、ばねの反動と上板の傾斜により上板上に
落下した岩石、土砂等は落石防護構造物の谷側へ確実に
落下する。
In the present invention, the rock above the existing rockfall protection structure,
By removing the soil and the like in advance, it is possible to reliably prevent the subsequent rockfall, the collapse of the sand and the like, and thus the collapse of the rockfall protection structure can be prevented. Further, as described above, due to the action of the spring between the upper plate and the lower plate, the impact on the rock fall protection structure due to the fall of rocks, earth and sand, etc. is remarkably alleviated and its damage is prevented, and the reaction of the spring and the upper Rocks, earth and sand, etc. that fall on the upper plate due to the inclination of the plate will surely fall to the valley side of the rockfall protection structure.

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

第1図は本発明の実施例を示す断面図、第2図は上板を
横方向に移動させる状態を示す断面図、第3図は同上の
平面図である。 1…落石防護構造物 2…下板 3…固定棒 4…山側壁 5…ばね 6…ヒンジ 7…上板 8…岩石、土砂等 9…L型材
FIG. 1 is a sectional view showing an embodiment of the present invention, FIG. 2 is a sectional view showing a state in which an upper plate is laterally moved, and FIG. 3 is a plan view of the same. 1 ... Rockfall protection structure 2 ... Lower plate 3 ... Fixed rod 4 ... Mountain side wall 5 ... Spring 6 ... Hinge 7 ... Upper plate 8 ... Rock, earth and sand, etc. 9 ... L-shaped material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】既設の落石防護構造物の上面に下板を固定
し、該下板の上面における山側縁にはばねを、谷側縁に
はヒンジをそれぞれ固着し、該ヒンジを上板の下面にお
ける谷側縁に着脱自在に取り付けることにより上板を該
ばねを介して下板の上方に谷側が低くなるように傾斜さ
せた状態で配設し、落石防護構造物の上方の岩石、土砂
等を少量ずつ上板上に落下させ、これらの岩石、土砂等
を上板より落石防護構造物の谷側に落下させるようにし
たことを特徴とする、落石防護構造物の崩壊予防方法。
1. A lower plate is fixed to an upper surface of an existing rockfall protection structure, a spring is fixed to a mountain side edge of the upper surface of the lower plate, and a hinge is fixed to a valley side edge of the upper plate. The upper plate is detachably attached to the bottom side edge of the lower surface via the spring, and is arranged above the lower plate in a state where the valley side is inclined so that the valley side becomes lower. A method for preventing collapse of a rockfall protection structure, characterized in that the rocks, earth and sand, etc. are dropped little by little onto the upper plate, and these rocks, earth and sand, etc. are dropped from the upper plate to the valley side of the rockfall protection structure.
JP8309990A 1990-03-29 1990-03-29 Method for preventing collapse of rockfall protection structure Expired - Lifetime JPH0699884B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8309990A JPH0699884B2 (en) 1990-03-29 1990-03-29 Method for preventing collapse of rockfall protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8309990A JPH0699884B2 (en) 1990-03-29 1990-03-29 Method for preventing collapse of rockfall protection structure

Publications (2)

Publication Number Publication Date
JPH03281802A JPH03281802A (en) 1991-12-12
JPH0699884B2 true JPH0699884B2 (en) 1994-12-07

Family

ID=13792743

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8309990A Expired - Lifetime JPH0699884B2 (en) 1990-03-29 1990-03-29 Method for preventing collapse of rockfall protection structure

Country Status (1)

Country Link
JP (1) JPH0699884B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674686B (en) * 2015-02-15 2016-07-13 三峡大学 A kind of Falling Rocks buffer protection system
CN106522274B (en) * 2017-01-10 2018-07-13 吉林大学 The anti-collapse rock-fall assembled spring energy dissipating bed course safeguard structure in canopy cave cave top
CN108035267B (en) * 2018-01-06 2023-08-15 中国科学院、水利部成都山地灾害与环境研究所 Telescoping sleeve vibration damper, falling Dan Jianzhen shed tunnel and design method
CN109653109A (en) * 2019-02-02 2019-04-19 四川省交通运输厅交通勘察设计研究院 A kind of spring grid combination damping device suitable for rescue and relief work steel hangar tunnel
CN110616648A (en) * 2019-09-18 2019-12-27 四川锦信建筑工程有限公司 Rockfall multi-engine road section curve road driving safety device

Also Published As

Publication number Publication date
JPH03281802A (en) 1991-12-12

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