JPH0139766Y2 - - Google Patents

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Publication number
JPH0139766Y2
JPH0139766Y2 JP19217083U JP19217083U JPH0139766Y2 JP H0139766 Y2 JPH0139766 Y2 JP H0139766Y2 JP 19217083 U JP19217083 U JP 19217083U JP 19217083 U JP19217083 U JP 19217083U JP H0139766 Y2 JPH0139766 Y2 JP H0139766Y2
Authority
JP
Japan
Prior art keywords
fence
slope
wire
wire ropes
main
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
JP19217083U
Other languages
Japanese (ja)
Other versions
JPS60100414U (en
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 filed Critical
Priority to JP19217083U priority Critical patent/JPS60100414U/en
Publication of JPS60100414U publication Critical patent/JPS60100414U/en
Application granted granted Critical
Publication of JPH0139766Y2 publication Critical patent/JPH0139766Y2/ja
Granted legal-status Critical Current

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

Description

【考案の詳細な説明】 本考案は落石防止柵の改良に関する。[Detailed explanation of the idea] The present invention relates to an improvement of a rock fall prevention fence.

丘陵、山岳地帯等における道路類の安全対策と
して落石防止柵が広く利用されており、その構造
は一般に、落石発生の予想される法面の法尻に複
数本の支柱を所定間隔で設置し、それら支柱間に
ワイヤロープと金網を張設、止着して柵状に構成
したものとなつている。
Rockfall prevention fences are widely used as a safety measure for roads in hilly, mountainous areas, etc., and their structure generally consists of multiple pillars installed at predetermined intervals at the foot of a slope where rockfalls are expected to occur. Wire ropes and wire mesh are stretched and fastened between these supports to form a fence-like structure.

しかしこのような落石防止柵では、小さな落石
に対してはそれなりの効果があるが、大きな落石
が発生した場合にその強い落下エネルギーを有効
に減衰することができず、落石防止柵またはその
近傍にバウンドして道路側に飛び出したり、柵面
に激しく衝突して柵に致命的な変形、破損を与
え、その補修に多大な手間と費用を要するという
不具合があつた。
However, although these rockfall prevention fences are effective against small rockfalls, they cannot effectively attenuate the strong falling energy when a large rockfall occurs. There were problems in which the fence bounced onto the road and violently collided with the fence, causing fatal deformation and damage to the fence, which required a great deal of effort and expense to repair.

本考案は前記のような問題点を解消するために
考案されたもので、その目的とするところは、大
きな落石に対してもその強い落下エネルギーを効
果的に減衰させることができ、かつ実施も容易な
落石防止柵を提供することにある。
This invention was devised to solve the above-mentioned problems, and its purpose is to be able to effectively attenuate the strong falling energy of large falling rocks, and to make it easy to implement. The objective is to provide an easy rock fall prevention fence.

上記目的を達成するため本考案は、法尻に沿つ
て設置した主柵とその背後の法面との間に、主柵
よりも強度の弱い受柵を張設し、大きな落石が生
じたときに前記受柵で落石を一旦受け、この受柵
が解脱することにより落下エネルギーを減勢させ
てから主柵に衝突させるようにしたものである。
In order to achieve the above purpose, this invention installs a receiving fence, which is weaker in strength than the main fence, between the main fence installed along the foot of the slope and the slope behind it. The falling rock is once received by the receiving fence, and the falling rock is disengaged to reduce the falling energy before colliding with the main fence.

すなわち、本考案の特徴とするところは、法尻
に沿つて所定間隔の支柱とそれら支柱間にワイヤ
ロープを介して金網を張設止着した主柵を設ける
と共に、該主柵と法面間に、前記支柱と、法面を
索端金具を介して斜めに結ぶ複数本のワイヤロー
プと該ワイヤロープと交差する所定間隔のワイヤ
ロープとそれらワイヤロープに張られた網体とを
備え主柵より低強度の受柵を張設したことにあ
る。
In other words, the feature of the present invention is that a main fence is provided along the foot of the slope at predetermined intervals, and a wire mesh is stretched and fixed between the pillars via wire ropes, and the main fence is installed between the main fence and the slope. and a main fence comprising the pillar, a plurality of wire ropes diagonally connecting the slope through cable end fittings, wire ropes intersecting the wire ropes at predetermined intervals, and a net stretched over the wire ropes. This is because a lower-strength receiving fence was installed.

以下本考案の実施例を添付図面に基いて説明す
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図ないし第6図は本考案に係る落石防止柵
の一実施例を示すもので、1は法尻にそつて設置
された主柵であり、コンクリート等の基礎6に端
末支柱4および中間支柱5,5を立設し、それら
端末支柱4と中間支柱5,5間に複数本のワイヤ
ロープ7を平行状に張設し、それらワイヤロープ
7の端末部を端末支柱4に取付けた索端固定金具
8により、また中間をクリツプ等の止着具(図示
せず)で中間支柱5にそれぞれ固定し、ワイヤロ
ープ7の張設平面部分にバンドワイヤ等の適宜な
止着具9で金網10を止着している。
Figures 1 to 6 show an embodiment of the rockfall prevention fence according to the present invention, in which 1 is the main fence installed along the foot of the slope, and the terminal support 4 and intermediate The struts 5, 5 are erected, a plurality of wire ropes 7 are stretched in parallel between the terminal struts 4 and the intermediate struts 5, 5, and the terminal portions of the wire ropes 7 are attached to the terminal struts 4. The end fixing fittings 8 are used to fix the intermediate portions to the intermediate supports 5 using fastening devices such as clips (not shown), and wire mesh is attached to the tensioned flat part of the wire rope 7 using a suitable fastening device 9 such as a band wire. 10 is fixed.

上記のような構成は従来の落石防止柵と同様で
あるが、本考案は、前記主柵1と法面3との間に
主柵1より強度の弱い構造の受柵2を斜めに張設
するものである。
The above-mentioned structure is similar to the conventional rock fall prevention fence, but in the present invention, a receiving fence 2 having a structure weaker than the main fence 1 is stretched diagonally between the main fence 1 and the slope 3. It is something to do.

前記受柵2の構成を詳述すると、主柵1の支柱
たとえば各中間支柱5,5の法面側の柵高中間部
に調整ロツド16を介して索端金具11を夫々取
付けると共に、各索端金具11の延長線上にあた
る法面3にコンクリート等の基礎12を設け、こ
の基礎12に外端にターンバツクル14を取付け
た棒状アンカー13を埋設する。前記棒状アンカ
ー13には、一端にターンバツクル14のめねじ
と螺合する取付用ねじ部15を有する調整ロツド
16′を介して索端金具11′を取付けており、タ
ーンバツクル14の操作により受柵の張力を任意
に調整し得るようになつている。そして、前記中
間支柱側の索端金具11と棒状アンカー側の索端
金具11′間にワイヤロープ17を配し、これの
両端を索端金具11,11′にそれぞれ締着して
いる。
To describe the structure of the receiving fence 2 in detail, the cable end fittings 11 are attached to the middle portion of the fence height on the slope side of the pillars of the main fence 1, for example, each of the intermediate pillars 5, 5, via adjustment rods 16, and each rope is A foundation 12 made of concrete or the like is provided on a slope 3 that is an extension of the end fitting 11, and a rod-shaped anchor 13 with a turnbuckle 14 attached to the outer end is buried in this foundation 12. A cable end fitting 11' is attached to the rod-shaped anchor 13 via an adjustment rod 16' which has a mounting thread 15 at one end that engages with the female thread of the turnbuckle 14. The tension can be adjusted arbitrarily. A wire rope 17 is arranged between the cable end fitting 11 on the intermediate support side and the cable end fitting 11' on the rod-shaped anchor side, and both ends of the wire rope 17 are fastened to the cable end fittings 11 and 11', respectively.

索端金具11,11′は任意であるが、補修時
の容易さなどの点から円すいソケツトを用いた楔
どめが望ましい。図示するものでは、第5図のよ
うに、ソケツト110と、このソケツト110の
先端から挿入されたストランドに押込まれるクサ
ビ111と、ソケツトの後端から挿入された調整
ロツド16,16′と螺合するナツト112とを
備えている。
The cable end fittings 11, 11' are optional, but from the viewpoint of ease of repair, it is preferable to use a wedge stop using a conical socket. In the illustrated example, as shown in FIG. 5, there is a socket 110, a wedge 111 pushed into the strand inserted from the tip of the socket 110, and adjustment rods 16, 16' inserted from the rear end of the socket and screws. A fitting nut 112 is provided.

また、索端金具11の中間支柱5への取付けは
任意であつて、たとえば第6図のように、調整ボ
ルト16の頭部に設けたアイ161にUボルト2
1を挿通して両者を連結し、Uボルト21めねじ
部を中間支柱7に設けた通孔に通し、ナツト22
で締付け固定するなどの手法を採ればよい。前記
索端金具11,11′、棒状アンカー13および
ワイヤロープ17は道路面と平行状に形成されて
いてもよいが、部材使用量の節減と落石エネルギ
ー減勢効果の点から、所要の傾斜角を持たせるこ
とが望ましい。
The attachment of the cable end fitting 11 to the intermediate strut 5 is optional. For example, as shown in FIG.
1 to connect the two, pass the female threaded part of the U bolt 21 through the through hole provided in the intermediate support 7, and then tighten the nut 22.
You can use a method such as tightening and fixing with. The cable end fittings 11, 11', the rod-shaped anchor 13, and the wire rope 17 may be formed parallel to the road surface, but from the viewpoint of reducing the amount of members used and reducing the energy of falling rocks, the required angle of inclination is It is desirable to have

いずれにしても各中間支柱5,5と棒状アンカ
ー13,13間に夫々張設されたワイヤロープ1
7,17を支持部材とし、これらワイヤロープ1
7,17間に、道路側に張設した金網10と平行
状になるごとく、複数のワイヤロープ18,18
を所定間隔で配し、それぞれの両端部と交差部を
クロスクリツプ等の止着具19,19で固定す
る。
In any case, the wire rope 1 is stretched between each intermediate support 5, 5 and the rod-shaped anchor 13, 13, respectively.
7 and 17 are supporting members, and these wire ropes 1
Between 7 and 17, a plurality of wire ropes 18 and 18 are installed parallel to the wire mesh 10 stretched on the road side.
are arranged at predetermined intervals and fixed at both ends and intersections with fasteners 19, 19 such as cross clips.

そして、前記縦横のワイヤロープ17,18で
構成された枠の上面に、金網などの網体20を配
し、さきの主柵1と同様にバインドワイヤ等の適
宜な止着具でワイヤロープ17,18に止着し、
受面を形成する。
Then, a mesh body 20 such as a wire mesh is arranged on the upper surface of the frame composed of the vertical and horizontal wire ropes 17 and 18, and the wire rope 17 is attached with a suitable fastening device such as a bind wire in the same manner as the main fence 1 described above. , 18,
Form a receiving surface.

その他図面において、25は端末支柱4と基礎
6間に設けられた補強用斜材である。
In other drawings, reference numeral 25 indicates a reinforcing diagonal member provided between the terminal support 4 and the foundation 6.

次に本考案による落石防止柵の作用を説明す
る。
Next, the function of the rock fall prevention fence according to the present invention will be explained.

本考案は、主柵1の背後と法面3にわたる領域
に受柵2を張設している。そのため、大きな落石
が発生した場合、従来のように大きな岩石が法面
3を滑下していきなり主柵1に激突するようなこ
とがなく、第7図イのように法面3を滑下して法
尻に近づいたところで受柵2でいつたん受けられ
る。
In the present invention, a receiving fence 2 is installed in an area behind the main fence 1 and across the slope 3. Therefore, when a large rock falls, the large rock will not slide down the slope 3 and suddenly collide with the main fence 1, as in the case of the conventional method, and instead will slide down the slope 3 as shown in Figure 7A. Then, when you get close to the end of the slope, you can finally catch it at Uke-fence 2.

この受柵2は、各中間支柱5と法面側から延び
る棒状アンカー13に夫々取付けた索端金具1
1,11′により両端が締着されたワイヤロープ
17と、このワイヤロープ17に交差して止着具
19で固定されたワイヤロープ18により枠が構
成され、この枠に網体20が張設されており、主
柵1にくらべはるかに軟構造で強度が低い。
This receiving fence 2 consists of cable end fittings 1 attached to each intermediate support 5 and a rod-shaped anchor 13 extending from the slope side.
A frame is constituted by a wire rope 17 whose both ends are fastened by wire ropes 1 and 11', and a wire rope 18 which intersects with this wire rope 17 and is fixed by a fastener 19, and a net 20 is stretched over this frame. It has a much softer structure and lower strength than Main Fence 1.

そのため、落石Aが受柵2に当たると、第7図
ロのように、受柵2の枠を構成するワイヤロープ
17,18が、索端金具11又は/及び11′や、
ワイヤロープ17,18を固定するクロスクリツ
プのごとき止着具から外れ、網体20を含む受面
が図示のように中間支柱5や棒状アンカー13か
ら離脱する。
Therefore, when the falling rock A hits the receiving fence 2, as shown in FIG.
The wire ropes 17 and 18 are detached from the fasteners such as cross clips, and the receiving surface including the net 20 is detached from the intermediate struts 5 and the rod-shaped anchors 13 as shown.

これにより落石Aの落下エネルギーが吸収減勢
され、落石は次いで第7図ハのように主柵1に衝
突するが、前述のように予め受柵2により落下エ
ネルギーを減勢した状態で主柵1に当たるため、
主柵1に加わる衝撃力は大幅に緩和され、主柵構
成物の致命的な変形、破損が防止される。
As a result, the falling energy of the falling rock A is absorbed and deenergized, and the falling rock then collides with the main fence 1 as shown in Figure 7 C. However, as mentioned above, the falling energy is reduced by the receiving fence 2 beforehand. Since it corresponds to 1,
The impact force applied to the main fence 1 is greatly reduced, and fatal deformation and damage to the main fence components are prevented.

上記のようにして離脱した受柵2の補修は、ワ
イヤロープ11,11′の端末を中間支柱5の索
端金具11と棒状アンカー13の索端金具11′
に再び固定すればよく、この作業は索端金具とし
て楔形のものを用いることで容易に実施できる。
To repair the receiving fence 2 that has come off as described above, connect the ends of the wire ropes 11, 11' to the cable end fittings 11 of the intermediate struts 5 and the cable end fittings 11' of the rod-shaped anchors 13.
This work can be easily carried out by using a wedge-shaped cable end fitting.

なお、小さな岩石の場合は、受柵2で減勢され
た後、受面と法面間の空〓から落下し、法尻と主
柵間に堆積される。
In the case of small rocks, after their force is reduced by the receiving fence 2, they fall from the air between the receiving surface and the slope, and are deposited between the foot of the slope and the main fence.

以上説明した本考案によれば、所定間隔の支柱
4,5,5とそれら支柱4,5,5間にワイヤロ
ープ7を介して金網10を張設止着した主柵1を
法尻に沿つて設けるだけでなく、該主柵1と法面
3間に、前記支柱と法面3を索端金具11,1
1′を介して斜めに結ぶ複数本のワイヤロープ1
7と該ワイヤロープ17と交差する所定間隔のワ
イヤロープ18とそれらワイヤロープ17,18
に張られた網体20とを備え主柵1より低強度の
受柵2を張設し、この受柵2の解脱により落下エ
ネルギーを減勢することがてきるため、大きな落
石に対しても有効な落石防止柵とすることがで
き、また、受柵2の構造が簡単で、新設の場合だ
けでなく既設の落石防止柵に対しても容易に適用
することができるなどのすぐれた効果が得られ
る。
According to the present invention described above, the main fence 1, which has the pillars 4, 5, 5 at predetermined intervals and the wire mesh 10 stretched and fixed between the pillars 4, 5, 5, is attached along the foot of the slope. In addition to providing the support pole and the slope 3 between the main fence 1 and the slope 3, the rope end fittings 11, 1
Multiple wire ropes 1 tied diagonally through 1'
7, a wire rope 18 intersecting the wire rope 17 at a predetermined interval, and the wire ropes 17, 18.
A receiving fence 2 with lower strength than the main fence 1 is installed, and the fall energy can be reduced by releasing the receiving fence 2. It can be an effective rockfall prevention fence, and the structure of the receiving fence 2 is simple, and it has excellent effects such as being easily applicable not only to new construction but also to existing rockfall prevention fences. can get.

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

第1図は本考案に係る落石防止柵の一実施例を
示す平面図、第2図は同じくその正面図、第3図
は同じくその側面図、第4図は第3図の部分的拡
大図、第5図は索端金具の一例を示す断面図、第
6図は中間支柱と索端金具の取合いを示す拡大
図、第7図イ,ロ,ハは本考案の作用を示す説明
図である。 1……主柵、2……受柵、3……法面、4……
端末支柱、5……中間支柱、7……ワイヤロー
プ、10……金網、11,11′……索端金具、
17……ワイヤロープ、18……ワイヤロープ、
20……網体。
Fig. 1 is a plan view showing an embodiment of the rock fall prevention fence according to the present invention, Fig. 2 is a front view thereof, Fig. 3 is a side view thereof, and Fig. 4 is a partially enlarged view of Fig. 3. , Fig. 5 is a sectional view showing an example of the cable end fitting, Fig. 6 is an enlarged view showing the connection between the intermediate strut and the cable end fitting, and Fig. 7 A, B, and C are explanatory views showing the operation of the present invention. be. 1... Main fence, 2... Reception fence, 3... Slope, 4...
Terminal support, 5... Intermediate support, 7... Wire rope, 10... Wire mesh, 11, 11'... Cable end fitting,
17... wire rope, 18... wire rope,
20... Reticular body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 法尻に沿つて所定間隔の支柱4,5,5とそれ
ら支柱4,5,5間にワイヤロープ7を介して金
網10を張設止着した主柵1を設けると共に、該
主柵1と法面3間に、前記支柱と法面3を索端金
具11,11′を介して斜めに結ぶ複数本のワイ
ヤロープ17と該ワイヤロープ17と交差する所
定間隔のワイヤロープ18とそれらワイヤロープ
17,18に張られた網体20とを備え主柵1よ
り低強度の受柵2を張設したことを特徴とする落
石防止柵。
A main fence 1 is provided along the foot of the slope at predetermined intervals between pillars 4, 5, 5 and a wire mesh 10 is stretched and fixed between the pillars 4, 5, 5 via a wire rope 7. Between the slopes 3, a plurality of wire ropes 17 diagonally connecting the pillar and the slope 3 via cable end fittings 11, 11', wire ropes 18 intersecting the wire ropes 17 at predetermined intervals, and these wire ropes. This rock fall prevention fence is characterized in that it comprises a net 20 stretched over the main fence 1 and a receiving fence 2 having lower strength than the main fence 1.
JP19217083U 1983-12-15 1983-12-15 Rockfall prevention fence Granted JPS60100414U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19217083U JPS60100414U (en) 1983-12-15 1983-12-15 Rockfall prevention fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19217083U JPS60100414U (en) 1983-12-15 1983-12-15 Rockfall prevention fence

Publications (2)

Publication Number Publication Date
JPS60100414U JPS60100414U (en) 1985-07-09
JPH0139766Y2 true JPH0139766Y2 (en) 1989-11-29

Family

ID=30413632

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19217083U Granted JPS60100414U (en) 1983-12-15 1983-12-15 Rockfall prevention fence

Country Status (1)

Country Link
JP (1) JPS60100414U (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100654633B1 (en) 2006-08-19 2006-12-08 주식회사 도화종합기술공사 Architecture falling lock prevention net of railroad
JP5282557B2 (en) * 2008-12-18 2013-09-04 株式会社ライテク How to repair protective fences and existing protective fences
JP5272096B2 (en) * 2012-06-05 2013-08-28 登志夫 田中 Turnbuckle and wire rope fixing structure using the turnbuckle
KR101437537B1 (en) * 2012-11-19 2014-09-05 서경대학교 산학협력단 Structure for preventing debris flow
JP7025878B2 (en) * 2017-09-27 2022-02-25 株式会社ネクスコ・メンテナンス北海道 Wire rope stopper

Also Published As

Publication number Publication date
JPS60100414U (en) 1985-07-09

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