JP2649891B2 - Shock absorbing fence - Google Patents
Shock absorbing fenceInfo
- Publication number
- JP2649891B2 JP2649891B2 JP22508293A JP22508293A JP2649891B2 JP 2649891 B2 JP2649891 B2 JP 2649891B2 JP 22508293 A JP22508293 A JP 22508293A JP 22508293 A JP22508293 A JP 22508293A JP 2649891 B2 JP2649891 B2 JP 2649891B2
- Authority
- JP
- Japan
- Prior art keywords
- rope
- absorbing device
- shock absorbing
- impact
- rope material
- 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
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は落石防止用柵或いはガー
ドロープ等に用いられる衝撃吸収柵に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shock absorbing fence used for a rock fall prevention fence or a guard rope.
【0002】[0002]
【従来の技術】中小規模の落石防止手段に用いられる衝
撃吸収柵は、山腹に鋼製の支柱を所定の間隔を隔てて立
設し、各支柱間に多数のロープ材を多段的に横架して構
成されている。支柱の剛性とロープ材の引張強度で以て
落石の保有する衝撃エネルギーを減衰する機構になって
いる。2. Description of the Related Art A shock absorbing fence used for small- and medium-scale rockfall prevention means has a steel column erected on a hillside at a predetermined interval, and a large number of rope members are laid in a multistage manner between the columns. It is configured. It has a mechanism to attenuate the impact energy held by rockfalls by the rigidity of the columns and the tensile strength of the rope material.
【0003】[0003]
【本発明が解決しようとする問題点】前述した衝撃吸収
柵にあってはつぎのような問題点がある。 <イ>固定具を介してロ−プ材が支柱に固着されている
ことから、衝撃エネルギーがロープ材と支柱の固着部に
集中し、固定具が破損し易い。[Problems to be solved by the present invention] The above-mentioned shock absorbing fence has the following problems. <B> Since the rope material is fixed to the support via the fixing device, the impact energy is concentrated on the fixing portion between the rope material and the support, and the fixing device is easily damaged.
【0004】<ロ>衝撃吸収柵は予想される衝撃エネル
ギーに対抗できる強度に設計されているが、対抗できる
衝撃エネルギーに限界がある。そのため、ロープ材の引
張強度を越えた不測の衝撃が作用するとロープ材が破断
してエネルギー減衰作用をまったく期待できず、衝撃吸
収柵に対する信頼性の点で不安が残る。<B> Although the impact absorbing fence is designed to have a strength that can withstand the expected impact energy, there is a limit to the impact energy that can be countered. Therefore, if an unexpected impact exceeding the tensile strength of the rope material acts, the rope material breaks and no energy damping action can be expected, and there is an uneasiness in reliability of the shock absorbing fence.
【0005】<ハ>エネルギー減衰効率を改善する方法
としては、例えば各支柱間に横架するロープ材の本数を
増したり、或いは高強度のロープ材や支柱を使用する方
法や、複数組の衝撃吸収柵を斜面に沿って列設する方法
が考えられる。 しかしながら、これらのいずれの方法も建設コストが高
くつき実現性に乏しい。<C> Methods of improving the energy attenuation efficiency include, for example, increasing the number of rope members laid between the columns, using a high-strength rope material or columns, and using a plurality of sets of impacts. A method of arranging absorption fences along the slope can be considered. However, all of these methods have high construction costs and are not feasible.
【0006】[0006]
【本発明の目的】本発明は、以上の点に鑑みて成された
もので、その目的とするところは衝撃エネルギーの減衰
効率の向上が図れ、安全に対する信頼性の向上を図れる
衝撃吸収技術を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and it is an object of the present invention to provide a shock absorbing technology capable of improving shock energy damping efficiency and improving safety reliability. The purpose is to provide.
【0007】[0007]
【問題点を解決するための手段】即ち本発明は、間隔を
おいて立設した支柱間に多段的にロ−プ材を横架して構
成する衝撃吸収柵において、隣り合う支柱に2本のロー
プ材の途上を把持するメイン衝撃吸収装置を取り付け、
前記各支柱のメイン衝撃吸収装置に2本のロープ材の途
上を重合させて挟持させ、重合させた各ロープ材の余長
部にロープ材の抜け出しを拘束する端ストッパを取り付
け、かつ重合させた各ロ−プ材のメイン衝撃吸収装置と
端ストッパとの間を把持するサブ衝撃吸収装置を取り付
け、前記メイン衝撃吸収装置及びサブ衝撃吸収装置がロ
ープ材の引張強度以下の張力が作用した時にロープ材と
の摺動を許容する挟持力で把持し、端ストッパとサブ衝
撃吸収装置とメイン衝撃吸収装置との当接時にロープ材
の張力と支柱の曲げ力とを相互に伝達可能に構成したこ
とを特徴とする、衝撃吸収柵である。That is, the present invention is directed to a shock absorbing fence constructed by horizontally extending a rope material between columns that are erected at intervals, and two columns are arranged on adjacent columns. Attach the main shock absorber that grips the middle of the rope material,
The main shock absorbing device of each of the struts overlapped the two rope members in the middle of the rope material and sandwiched them, and attached an end stopper for restraining the rope material from slipping over the extra length of each of the overlapped rope members, and then polymerized. A sub-shock absorbing device is provided for gripping between the main shock absorbing device and the end stopper of each rope material, and the rope is applied when the main shock absorbing device and the sub shock absorbing device exert a tension less than the tensile strength of the rope material. Gripping with a clamping force that allows sliding with the material, so that the tension of the rope material and the bending force of the strut can be transmitted to each other when the end stopper, the sub shock absorber, and the main shock absorber come into contact with each other. It is a shock absorbing fence characterized by the following.
【0008】[0008]
【実施例】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。 <イ>衝撃吸収柵全体の構造 図1に衝撃吸収柵全体の前面図を示し、図2にその側面
図を示す。衝撃吸収柵は一定間隔を隔てて立設した支柱
1と、支柱1に多段的に取り付けたメイン衝撃吸収装置
2と、メイン衝撃吸収装置2を介して各支柱1、1間に
横架するロープ材3と、重合させたロープ材3、3に跨
がり、一方のロープ材3の端部(余長部31)に固着す
る端ストッパ4と、重合させた各ロ−プ材3のメイン衝
撃吸収装置2と端ストッパ4との間を把持するサブ衝撃
吸収装置5より成る。An embodiment of the present invention will be described below with reference to the drawings. <A> Overall Structure of Shock Absorbing Fence FIG. 1 shows a front view of the entire shock absorbing fence, and FIG. 2 shows a side view thereof. The shock absorbing fences are columns 1 erected at regular intervals, main shock absorbers 2 attached to the columns 1 in multiple stages, and ropes extending between the columns 1, 1 via the main shock absorber 2. Material 3, an end stopper 4 that straddles the superimposed rope material 3, and is fixed to an end portion (excess length portion 31) of one of the rope materials 3, and a main impact of each superimposed rope material 3. It comprises a sub-impact absorbing device 5 that grips between the absorbing device 2 and the end stopper 4.
【0009】また、支柱1は、図2に示すように、係留
ロ−プ6の一端を連結し、係留ロ−プ6の他端とUボル
ト61を重合させてアンカ−用衝撃吸収装置7で把持
し、かつUボルト61をアンカ−62により地山に設置
する構造とする。As shown in FIG. 2, the strut 1 is connected to one end of the mooring rope 6, and the other end of the mooring rope 6 and the U-bolt 61 are overlapped to form an impact absorbing device 7 for an anchor. And the U-bolt 61 is installed on the ground with the anchor 62.
【0010】<ロ>支柱(図3) 支柱1は、鋼管11内にアンボンドタイプのPC鋼材1
2を設置すると共に、鋼管11内にコンクリート13を
充填して製作した剛性部材である。<B> Support (FIG. 3) The support 1 is made of unbonded PC steel 1 in a steel pipe 11.
2 is a rigid member manufactured by filling concrete 13 in a steel pipe 11 while installing the same.
【0011】PC鋼材12は支柱1の引張側に配列し、
各PC鋼材12は製作時に緊張力を導入せずにその両端
を定着し、支柱1に曲げ力が作用したときにPC鋼材1
2に緊張力が導入されるように配設する。The PC steel material 12 is arranged on the tension side of the column 1,
Each PC steel material 12 is fixed at both ends without introducing tension at the time of manufacturing, and when a bending force is applied to the column 1, the PC steel material 1
2 so that tension is introduced.
【0012】<ハ>メイン衝撃吸収装置(図3) メイン衝撃吸収装置2は二本のロープ材3,3を把持し
て支柱1に取着する部材で、二本のロープ材3,3を収
容する収容溝21,21を平行に凹設した本体22と、
二本のロープ材3,3を同時に挟持する複数の挟持具2
3とからなる。<C> Main Shock Absorbing Device (FIG. 3) The main shock absorbing device 2 is a member that grips two rope members 3 and 3 and attaches them to the column 1. A body 22 having accommodating grooves 21 and 21 recessed in parallel,
A plurality of clamps 2 for simultaneously clamping two rope members 3, 3
3
【0013】本体22は両溝21,21に跨がる峰部上
に穿設した複数の貫通孔24と、本体22の開放側に相
対向して形成した一対のガイド溝25,25とを有し、
貫通孔24は挟持具23のボルト部23aを内挿し、ま
たガイド溝25,25は挟持具23の略三角形状の楔体
23bを嵌合できる寸法に設定されている。The main body 22 includes a plurality of through holes 24 formed on a ridge extending over both the grooves 21 and 21 and a pair of guide grooves 25 formed on the open side of the main body 22 so as to face each other. Have
The through-hole 24 has a bolt portion 23 a of the holding member 23 inserted therein, and the guide grooves 25, 25 are set to dimensions that can fit the substantially triangular wedge 23 b of the holding member 23.
【0014】収容溝21,21はその内周面に線状(溝
方向に対し交差方向)あるいは点状の多数の突起を形成
しておくと、ロ−プ材3との摺動抵抗の増大が図れる。
挟持具23を構成する楔体23bの傾斜する側面はロー
プ材3,3を直接把持する挟持面23c,23cとして
形成し、挟持面23c,23cは内側に湾曲する曲面或
いは直線状の面として形成する。If a large number of linear (points intersecting with the groove direction) or point-like projections are formed on the inner peripheral surfaces of the accommodating grooves 21 and 21, the sliding resistance with the rope material 3 is increased. Can be achieved.
The inclined side surfaces of the wedge body 23b constituting the holding member 23 are formed as holding surfaces 23c, 23c for directly gripping the rope members 3, 3, and the holding surfaces 23c, 23c are formed as curved surfaces or straight surfaces that curve inward. I do.
【0015】ロープ材3の挟持力(摺動抵抗)は各挟持
具23のボルト部23aに螺着するナット23dの締結
力により求められるが、ロープ材3の破断を考慮してロ
ープ材3の破断強度より小さい値に設定しておく。メイ
ン衝撃吸収装置2はUボルト14とナット15を介して
支柱1に取り付けたり、或いは溶接により支柱1に取り
付ける。The clamping force (sliding resistance) of the rope material 3 is determined by the fastening force of the nut 23d screwed to the bolt portion 23a of each of the clamping members 23. Set a value smaller than the breaking strength. The main shock absorber 2 is attached to the column 1 via a U-bolt 14 and a nut 15, or is attached to the column 1 by welding.
【0016】<ニ>ロープ材(図1) ロープ材3はワイヤーロープやPCストランド製で、メ
イン衝撃吸収装置2を介して各支柱1間に水平方向に横
架する。各ロープ材3の全長は横架予定の複数組の支柱
1,1間の距離より長く設定することが肝要である。こ
れは2本のロープ材3、3を重合させてメイン衝撃吸収
装置2に把持させたときに、メイン衝撃吸収装置2を越
える各ロ−プ材3,3の端部に余長部31を形成するた
めである。<D> Rope material (FIG. 1) The rope material 3 is made of a wire rope or PC strand, and is horizontally laid between the columns 1 via the main shock absorbing device 2. It is important that the total length of each rope material 3 is set to be longer than the distance between the plurality of sets of columns 1 and 1 to be horizontally mounted. This is because when the two rope members 3 and 3 are superimposed and gripped by the main shock absorbing device 2, an extra length portion 31 is provided at the end of each of the rope members 3 and 3 exceeding the main shock absorbing device 2. It is for forming.
【0017】<ホ>端ストッパ(図1、4、5) 端ストッパ4はメイン衝撃吸収装置2における各ロープ
材3の摺動を規制し、ロープ材3と支柱1の両者間にお
ける力の伝達を可能とする部材で、図1に示すように一
つのメイン衝撃吸収装置2に把持させた2本のロープ材
3,3に跨がり、一方のロープ材3の余長部31に対し
ては固着し、他方のロープ材3に対しては可動する状態
でセットされる。<E> End stopper (FIGS. 1, 4 and 5) The end stopper 4 regulates the sliding of each rope member 3 in the main shock absorbing device 2, and transmits a force between both the rope member 3 and the column 1. As shown in FIG. 1, the member straddles the two rope members 3, 3 held by one main shock absorber 2, and the extra length portion 31 of one of the rope members 3 It is fixed and set in a movable state with respect to the other rope material 3.
【0018】図4、5に例示した端ストッパ4について
説明すると、把持ストッパ4は一方のロープ材3の余長
部31を挿通する固着筒体41と、固着筒体41と一体
に形成し、他方のロープ材3にスライド自在に係留する
半筒42、42と、固着筒体41に内挿し、他方のロー
プ材3の余長部31を固定する略三角錐体状の押圧具4
3とにより構成する。The end stopper 4 illustrated in FIGS. 4 and 5 will be described. The gripping stopper 4 is formed integrally with a fixed cylinder 41 through which the extra length 31 of one of the rope members 3 is inserted, and Half-cylinders 42, 42 slidably moored to the other rope member 3, and a substantially triangular pyramid-shaped pressing tool 4 inserted into the fixed cylindrical body 41 and fixing the extra length 31 of the other rope member 3.
3.
【0019】固着筒体41は内部にテーパ状の把持孔4
4を形成し、把持孔44の大径側には筒体41の長手方
向に沿って複数の掛止溝44aを凹設し、小径側はおむ
すび形の角孔44bを形成している。The fixing cylinder 41 has a tapered gripping hole 4 inside.
A plurality of engaging grooves 44a are formed in the large diameter side of the holding hole 44 along the longitudinal direction of the cylindrical body 41, and a tapered square hole 44b is formed in the small diameter side.
【0020】略三角錐体状の押圧具43は大形側の周面
に、前記掛止溝44aと嵌合する複数の突起43aを突
設しており、また小形側は44b内での回転を拘束する
ように断面三角形状に形成されており、さらに押圧具4
3の各角部に余長部31のストランドを収容可能な溝4
3bを形成している。The substantially triangular pyramid-shaped pressing member 43 has a plurality of projections 43a which are fitted on the engaging groove 44a on the large-sized peripheral surface, and the small-sized rotating member 44b rotates inside the 44b. Is formed in a triangular cross section so as to restrain the
A groove 4 capable of accommodating the strand of the extra length 31 in each corner of 3
3b.
【0021】一方のロープ材3の余長部31は、固着筒
体41の把持孔44の小径側から大径側へ向けて挿通
し、挿通側をバラしてその中心部に押圧具43を押し込
み、把持孔44に内挿して楔定着できるようになってい
る。The extra length 31 of one of the rope members 3 is inserted from the small diameter side to the large diameter side of the gripping hole 44 of the fixed cylindrical body 41, and the insertion side is displaced, and the pressing tool 43 is placed at the center thereof. The wedge can be fixed by being pushed in and inserted into the holding hole 44.
【0022】各半筒42,42は、他方のロープ材3の
スライドを許容するようにロープ材3の径より大きい径
で形成されていて、さらにその向きが互いに逆になって
いる。Each half cylinder 42 has a diameter larger than the diameter of the rope material 3 so as to allow the other rope material 3 to slide, and the directions thereof are opposite to each other.
【0023】なお、端ストッパ4は例示したものに限定
されず、要は一方のロープ材3の余長部31がメイン衝
撃吸収装置2から抜け出ないように固着できる部材であ
ればよい。The end stopper 4 is not limited to the illustrated one, but any member may be used as long as the extra length 31 of one of the rope members 3 can be fixed so as not to fall out of the main shock absorbing device 2.
【0024】<ヘ>サブ衝撃吸収装置(図6、7) 図6、7は、ロ−プ材3と余長部31を挟持するボック
ス型のサブ衝撃吸収装置5を示す。<F> Sub-shock absorbing device (FIGS. 6 and 7) FIGS. 6 and 7 show a box-type sub-shock absorbing device 5 which sandwiches the rope material 3 and the extra length 31. FIG.
【0025】箱体51には、取り付け予定のロープ材3
と余長部31を水平方向に挿通する挿通孔51a、51
aを平行に穿設すると共に、箱体51を上下方向に貫通
する貫通孔51bを千鳥状に複数穿設する。The box 51 is provided with the rope material 3 to be attached.
Insertion holes 51a, 51 for horizontally inserting
a, and a plurality of through holes 51b penetrating the box body 51 in the up-down direction in a staggered manner.
【0026】また、図7に示すように、挿通孔51aと
貫通孔51bは連通させると共に、さらに箱体51の一
端面に挟持具52の取付穴51cを開設し、この取付穴
51cを挿通孔51a及び貫通孔51bと連通させて形
成する。As shown in FIG. 7, the insertion hole 51a and the through hole 51b are communicated with each other, and a mounting hole 51c for the holding tool 52 is further formed on one end surface of the box body 51. The mounting hole 51c is inserted into the insertion hole 51c. 51a and the through hole 51b.
【0027】取付穴51に挿入する挟持具52は、ねじ
部52aと挟持面52bを有する略L字形部材である。
挟持面52bは、ねじ部52a側に向けて形成した凹曲
面状あるいは直線状のテ−パ−面である。The holding tool 52 inserted into the mounting hole 51 is a substantially L-shaped member having a screw portion 52a and a holding surface 52b.
The holding surface 52b is a concave or linear tapered surface formed toward the screw portion 52a.
【0028】ロ−プ材3はサブ衝撃吸収装置5の挿通孔
51a内にそれぞれ挿入し、挟持具52を取付穴51c
内に嵌着し、貫通孔51bから突出するねじ部52aに
ナット53を螺着して固定する。The rope member 3 is inserted into the insertion hole 51a of the sub shock absorbing device 5, and the holding member 52 is attached to the mounting hole 51c.
The nut 53 is screwed and fixed to a screw portion 52a that is fitted inside the screw hole and protrudes from the through hole 51b.
【0029】各挟持具52は、その挟持面52bがロ−
プ材3に当接する方向に配置する。これによって、ロ−
プ材3は挿通孔51aの挟持面51dと挟持具52の挟
持面52bとで挟持されて装着される。Each of the holding tools 52 has a holding surface 52b which is low.
It is arranged in the direction in which it comes into contact with the packing material 3. As a result,
The buckle material 3 is held between the holding surface 51d of the insertion hole 51a and the holding surface 52b of the holding tool 52 and mounted.
【0030】ロープ材3の挟持力(摺動抵抗)は、各挟
持具52のねじ部52aに螺着するナット53の締結力
により求められるが、ロープ材3の破断を考慮してロー
プ材3の破断強度より小さい値に設定しておく。The pinching force (sliding resistance) of the rope member 3 is determined by the fastening force of a nut 53 screwed into the threaded portion 52a of each of the pinching members 52. Is set to a value smaller than the breaking strength of
【0031】<ト>アンカ−用衝撃吸収装置(図2、
8、9) アンカ−用衝撃吸収装置7は、上記のサブ衝撃吸収装置
5と同様に、箱体71の水平方向に係留ロ−プ挿通孔7
1aを、それと交差する方向に貫通孔71bを、さらに
挟持具72の取付穴71cをそれぞれ連通させて設け
る。また、挟持具72もねじ部72aと挟持面72bよ
りなる同様の構造である。<G> Shock absorber for anchor (FIG. 2,
8, 9) The shock absorbing device 7 for the anchor is similar to the sub shock absorbing device 5 described above, and the mooring rope insertion hole 7 is provided in the horizontal direction of the box 71.
1a, a through hole 71b is provided in a direction intersecting with 1a, and a mounting hole 71c of the holding device 72 is provided so as to communicate with each other. The holding tool 72 has a similar structure including a screw portion 72a and a holding surface 72b.
【0032】そして、挿通孔71a内に係留ロ−プ6を
挿入し、挟持具72を取付穴71cより装着し、ナット
73を螺着してセットすることができる。加えてアンカ
−用衝撃吸収装置7には、係留ロ−プ挿通孔71aの両
側に、平行な2本のUボルト挿通孔71dを貫通させ
る。Then, the mooring rope 6 is inserted into the insertion hole 71a, the holding tool 72 is mounted through the mounting hole 71c, and the nut 73 can be screwed and set. In addition, two parallel U-bolt insertion holes 71d penetrate the anchor shock absorbing device 7 on both sides of the mooring rope insertion hole 71a.
【0033】このUボルト挿通孔71dには、図2に示
すように、Uボルト61を挿入し、その貫通端をナット
止めし、アンカ−62により地山面に設置する。係留ロ
−プ6の一端は支柱1に、他端は上記のようにアンカ−
用衝撃吸収装置7で挟持させる。As shown in FIG. 2, a U-bolt 61 is inserted into the U-bolt insertion hole 71d, a penetrating end of the U-bolt 61 is fixed with a nut, and the U-bolt 61 is installed on the ground surface with an anchor 62. One end of the mooring rope 6 is on the column 1, and the other end is the anchor as described above.
Between the shock absorbers for use.
【0034】[0034]
【作用】つぎに衝撃吸収作用について説明する。なお、
説明にあたりロープ材3の伸びは無視して説明する。 <イ>ロープ材への衝撃作用時 落石や走行車両の衝突等の要因によりロープ材3に作用
した衝撃力はロ−プ材3を介してメイン衝撃吸収装置2
へ伝えられる。Next, the shock absorbing function will be described. In addition,
In the description, the elongation of the rope material 3 will be ignored and described. <a> At the time of an impact action on the rope material The impact force applied to the rope material 3 due to factors such as falling rocks or collision of a traveling vehicle is transmitted to the main shock absorber 2 via the rope material 3.
Conveyed to.
【0035】ロープ材3の挟持部に作用する張力が、挟
持力以下である場合は、ロープ材3の引張強度及び支柱
1の剛性とにより支持され、またロープ材3の挟持部に
作用する張力がロープ材3の挟持力を越えると、余長部
31の距離を縮めながらロープ材3が張力の作用方向に
摺動を開始し、摺動時の摩擦抵抗により衝撃エネルギ−
を減衰する。この場合の摩擦抵抗は、メイン衝撃吸収装
置2とサブ衝撃吸収装置5の両方から得ることができ
る。When the tension applied to the holding portion of the rope material 3 is equal to or less than the holding force, the tension applied to the holding portion of the rope material 3 is supported by the tensile strength of the rope material 3 and the rigidity of the column 1. When the force exceeds the holding force of the rope material 3, the rope material 3 starts sliding in the direction of the tension while shortening the distance of the extra length portion 31, and the impact energy is reduced due to the frictional resistance at the time of sliding.
Attenuate. In this case, the frictional resistance can be obtained from both the main shock absorber 2 and the sub shock absorber 5.
【0036】ロープ材3の摺動による衝撃エネルギーの
減衰量は余長部31の全長により求まる。把持ストッパ
4がサブ衝撃吸収装置5に衝突し、さらにサブ衝撃吸収
装置5がメイン衝撃吸収装置2に衝突するとロープ材3
の摺動が阻止され、その結果、ロープ材3に作用する衝
撃力は支柱1へ伝えられ、支柱1の剛性で以て支持され
る。The amount of impact energy attenuation due to sliding of the rope material 3 is determined by the total length of the extra length 31. When the gripping stopper 4 collides with the sub shock absorber 5 and the sub shock absorber 5 collides with the main shock absorber 2, the rope material 3
Is prevented, and as a result, the impact force acting on the rope material 3 is transmitted to the column 1 and is supported by the rigidity of the column 1.
【0037】衝撃エネルギーが一定値を越えると支柱1
は変形を開始し、支柱1の変形による衝撃エネルギーの
減衰作用が進行する。この際、支柱1の変形に伴い支柱
1内のPC鋼材12にプレストレスが導入され、衝撃エ
ネルギーを効率良く減衰できる。When the impact energy exceeds a certain value, the support 1
Starts deforming, and the effect of damping the impact energy due to the deformation of the column 1 proceeds. At this time, a prestress is introduced into the PC steel material 12 in the support 1 with the deformation of the support 1, so that the impact energy can be efficiently attenuated.
【0038】また、端ストッパ4がメイン衝撃吸収装置
2からのロープ材3の抜け出しを規制しているため、変
形した支柱に把持されているロープ材3が牽引され、そ
の結果隣り合う支柱1のメイン及びサブ衝撃吸収装置
2、5においてもロープ材3の摺動を生じて、衝撃エネ
ルギーの減衰作用が連鎖的に生じる。Further, since the end stopper 4 restricts the rope material 3 from coming out of the main shock absorbing device 2, the rope material 3 gripped by the deformed strut is pulled, and as a result, the adjacent strut 1 Also in the main and sub shock absorbers 2 and 5, the rope material 3 slides, and a damping action of the shock energy occurs in a chain.
【0039】<ロ>支柱への衝撃作用時 つぎに支柱1に衝撃力が作用した場合について説明する
と、前述した支柱1の変形による衝撃エネルギーの減衰
作用が進行する。支柱1の変形に伴ってロープ材3に張
力が作用し、前述したロープ材3の摺動による衝撃エネ
ルギーの減衰作用が並行して進行する。<B> At the time of impact on the column Next, the case where an impact force is applied to the column 1 will be described. The above-described effect of damping the impact energy due to the deformation of the column 1 proceeds. Tension acts on the rope material 3 with the deformation of the column 1, and the above-described impact energy damping action due to the sliding of the rope material 3 proceeds in parallel.
【0040】現実にはロープ材3と支柱1の両部材に衝
撃力が夫々作用するが、その場合の衝撃エネルギーの減
衰作用は基本的に上記した減衰メカニズムによる。な
お、ロ−プ材3を復元する場合は、落石や自動車を撤去
した後、挟持具23を取り外し、再び所定の余長部31
を確保してロープ材3を装着し直す。In practice, an impact force acts on both the rope member 3 and the support 1, respectively. In this case, the impact energy damping action is basically based on the above-described damping mechanism. When the rope material 3 is to be restored, the rocking device 23 is removed after removing the falling rock or the vehicle, and the predetermined extra length 31 is again removed.
And secure the rope material 3 again.
【0041】<ハ>アンカ−用衝撃吸収装置による吸収
作用 以上は落石又は車両などの衝突時の衝撃を、衝突方向と
直交方向に吸収する場合であるが、図2に示すアンカ−
用衝撃吸収装置7は、衝突物体の衝突方向に衝撃を吸収
することができる。即ち、衝突物体の衝突によりロ−プ
材3あるいは支柱1は前方に変形する場合がある。<C> Absorbing action of the impact absorbing device for anchor The above is the case where the impact at the time of collision of a falling rock or a vehicle is absorbed in the direction perpendicular to the direction of collision.
Shock absorbing device 7 can absorb a shock in a collision direction of a collision object. That is, the rope material 3 or the support 1 may be deformed forward by the collision of the collision object.
【0042】このとき、アンカ−用衝撃吸収装置7の係
留ロ−プ6の挟持部に作用する張力が、挟持力以下であ
る場合は、係留ロープ6の引張強度により支持される
が、係留ロープ6の挟持力を越える場合は、係留ロープ
6が張力の作用方向に摺動を開始し、摺動時の摩擦抵抗
により衝撃エネルギ−を減衰することができる。At this time, when the tension acting on the holding portion of the mooring rope 6 of the shock absorbing device 7 for anchor is less than the holding force, the mooring rope 6 is supported by the tensile strength. When the clamping force exceeds 6, the mooring rope 6 starts sliding in the direction of the tension, and the impact energy can be attenuated by the frictional resistance during the sliding.
【0043】なお、係留ロ−プ6の余長部63は十分に
長くとり、抜け出さないようにする。 以上のように、
本発明の衝撃吸収柵は、メイン衝撃吸収装置2とサブ衝
撃吸収装置5により、落石又は車両などの衝突時の衝撃
を衝突方向と直交方向に吸収できると共に、アンカ−用
衝撃吸収装置7により衝突方向にも衝撃を吸収すること
ができるため、確実に衝突による衝撃を吸収することが
できる。The extra length 63 of the mooring rope 6 is made sufficiently long so as not to come off. As mentioned above,
The impact absorbing fence of the present invention can absorb the impact at the time of a collision such as a falling rock or a vehicle in a direction orthogonal to the collision direction by the main impact absorbing device 2 and the sub impact absorbing device 5 and can also be impacted by the anchor impact absorbing device 7. Since the impact can also be absorbed in the direction, the impact due to the collision can be surely absorbed.
【0044】[0044]
【他の実施例1】支柱1に装着するメイン衝撃吸収装置
の他の実施例として、図10に示すように、二枚の帯鋼
板8、81のそれぞれの対向面にスペ−サ−突起82、
83を設け、それらの間にロ−プ材3を挟み込んでボル
ト84及びナット85で締結する構造が考えられる。[Other Embodiment 1] As another embodiment of the main shock absorbing device mounted on the column 1, as shown in Fig. 10, spacer projections 82 are provided on the opposing surfaces of two strip steel plates 8, 81, respectively. ,
A structure is conceivable in which the rope material 3 is interposed therebetween, and the rope material 3 is interposed therebetween and fastened with the bolt 84 and the nut 85.
【0045】ボルト84の過締付けは、両スペ−サ−突
起82、83により所定の間隔を確保することで避ける
ことができる。この構造の場合、ロ−プ材3の取付が容
易である利点を有している。The overtightening of the bolt 84 can be avoided by securing a predetermined interval by the spacer projections 82 and 83. This structure has an advantage that the rope member 3 can be easily attached.
【0046】[0046]
【他の実施例2】図11に示すように、端ストッパ4の
半筒42と合致する半筒片45を設け、ロ−プ材3を半
筒42と半筒片45で挟持し、ボルト46及びナット4
7で締結する構造も考えられる。この場合、ボルト46
の締結力を調整することによって、摩擦抵抗力を得られ
るため、衝撃吸収装置として使用することができる。Another Embodiment 2 As shown in FIG. 11, a half-cylinder piece 45 is provided which matches the half-cylinder 42 of the end stopper 4, and the rope material 3 is clamped between the half-cylinder 42 and the half-cylinder piece 45. 46 and nut 4
A structure for fastening at 7 is also conceivable. In this case, the bolt 46
By adjusting the fastening force, a frictional resistance force can be obtained, so that it can be used as a shock absorbing device.
【0047】[0047]
【他の実施例3】サブ衝撃吸収装置のその他の構造とし
ては、図12に示すように、上述のメイン衝撃吸収装置
2を短寸にした構造が考えられる。即ち、本体9に開設
した収容溝91、91内に2本のロ−プ材3を収容し、
その上から挟持具92を装着してロ−プ材3を挟持する
構造である。Another Embodiment 3 As another structure of the sub shock absorbing device, as shown in FIG. 12, a structure in which the above-mentioned main shock absorbing device 2 is shortened can be considered. That is, two rope members 3 are accommodated in accommodation grooves 91, 91 opened in the main body 9,
The structure is such that the holding member 92 is mounted from above and the rope material 3 is held.
【0048】その他の細部の構造はメイン衝撃吸収装置
2と同じものとする。なお、挟持具92の構造は、図1
3に示すように、逆三角形の挟持部92aに貫通孔92
bを貫通させ、その貫通孔92bにボルト92cを挿入
し、ナット92dにより締結する分割構造であってもよ
い。The structure of other details is the same as that of the main shock absorber 2. The structure of the holding tool 92 is shown in FIG.
As shown in FIG. 3, a through-hole 92 is formed in an inverted triangular holding portion 92a.
b may be penetrated, a bolt 92c may be inserted into the through-hole 92b, and a nut 92d may be used for fastening.
【0049】[0049]
【発明の効果】本発明は以上説明したようになるから次
のような効果を奏する。 <イ>衝撃吸収装置によるエネルギー減衰作用と、端ス
トッパを介した支柱の変形によるエネルギー減衰作用
と、アンカ−用衝撃吸収装置による衝突物体の衝突方向
のエネルギー減衰作用とにより、衝撃エネルギーの減衰
効率が極めて高い衝撃吸収柵を得ることができる。As described above, the present invention has the following effects. <B> Energy damping effect by the energy absorbing effect of the shock absorbing device, the energy damping effect by the deformation of the strut via the end stopper, and the energy damping effect of the impacting object by the shock absorbing device for anchors. However, an extremely high impact absorbing fence can be obtained.
【0050】<ロ>ロープ材の余長部に端ストッパを設
けることで、ロープ材の摺動による減衰作用と、支柱の
変形による減衰作用とに連続性を付与できる。さらに隣
り合うロープ材や支柱に衝撃エネルギーを伝えて、連鎖
的に衝撃エネルギーを減衰できる。そのため、柵全体と
しての衝撃エネルギーの減衰量を大きく設定できる。<B> By providing an end stopper at the extra length of the rope material, continuity can be imparted to the damping effect due to sliding of the rope material and the damping effect due to deformation of the support. In addition, the impact energy can be transmitted to adjacent rope materials and struts to attenuate the impact energy in a chain. Therefore, the attenuation amount of the impact energy of the entire fence can be set large.
【0051】<ハ>ロープ材に設定以上の張力が作用し
たときに、支柱に対してロ−プ材の摺動を許容し、ロー
プ材の取付部に応力が集中するのを回避できる。そのた
め、ロープ材や衝撃吸収装置の荷重負担が軽減され、ロ
ープ材を支柱に固着する従来の柵と比較して設計的に有
利である。<C> When a tension greater than the set value acts on the rope material, sliding of the rope material with respect to the column is allowed, and concentration of stress on the mounting portion of the rope material can be avoided. Therefore, the load burden on the rope material and the shock absorbing device is reduced, which is advantageous in terms of design as compared with the conventional fence in which the rope material is fixed to the column.
【0052】<ニ>ロープ材の余長部を変更するだけ
で、衝撃エネルギーの減衰量を容易に設定できる。<D> The attenuation of the impact energy can be easily set only by changing the extra length of the rope material.
【0053】<ホ>端ストッパをロ−プ材に摺動可能に
装着することによって、衝撃エネルギーの減衰効果を得
ることができる。<E> By mounting the end stopper slidably on the rope material, an effect of damping impact energy can be obtained.
【図1】 衝撃吸収柵全体の前面図Fig. 1 Front view of the entire shock absorbing fence
【図2】 衝撃吸収柵の側面図[Figure 2] Side view of the shock absorbing fence
【図3】 支柱及びメイン衝撃吸収装置の説明図FIG. 3 is an explanatory view of a column and a main shock absorbing device.
【図4】 端ストッパの装着状態の説明図FIG. 4 is an explanatory view of a mounted state of an end stopper.
【図5】 端ストッパの分解状態の説明図FIG. 5 is an explanatory view of a disassembled state of an end stopper.
【図6】 サブ衝撃吸収装置の斜視図FIG. 6 is a perspective view of a sub shock absorbing device.
【図7】 サブ衝撃吸収装置の断面図FIG. 7 is a sectional view of a sub shock absorbing device.
【図8】 アンカ−用衝撃吸収装置の斜視図FIG. 8 is a perspective view of a shock absorbing device for an anchor.
【図9】 アンカ−用衝撃吸収装置の断面図FIG. 9 is a sectional view of a shock absorbing device for an anchor.
【図10】 メイン衝撃吸収装置の他の実施例の説明図FIG. 10 is an explanatory view of another embodiment of the main shock absorbing device.
【図11】 端ストッパの他の実施例の説明図FIG. 11 is an explanatory view of another embodiment of the end stopper.
【図12】 サブ衝撃吸収装置の他の実施例の説明図FIG. 12 is an explanatory view of another embodiment of the sub shock absorbing device.
【図13】 サブ衝撃吸収装置の他の実施例の説明図FIG. 13 is an explanatory view of another embodiment of the sub shock absorbing device.
Claims (4)
ロ−プ材を横架して構成する衝撃吸収柵において、 隣り合う支柱に2本のロープ材の途上を把持するメイン
衝撃吸収装置を取り付け、 前記各支柱のメイン衝撃吸収装置に2本のロープ材の途
上を重合させて挟持させ、 重合させた各ロープ材の余長部にロープ材の抜け出しを
拘束する端ストッパを取り付け、 かつ重合させた各ロ−プ材のメイン衝撃吸収装置と端ス
トッパとの間を把持するサブ衝撃吸収装置を取り付け、 前記メイン衝撃吸収装置及びサブ衝撃吸収装置がロープ
材の引張強度以下の張力が作用した時にロープ材との摺
動を許容する挟持力で把持し、 端ストッパとサブ衝撃吸収装置とメイン衝撃吸収装置と
の当接時にロープ材の張力と支柱の曲げ力とを相互に伝
達可能に構成したことを特徴とする、 衝撃吸収柵。An impact absorbing fence comprising a plurality of rope members laid horizontally between columns which are erected at an interval, wherein a main impact holding two rope members halfway between adjacent columns is provided. Attach the absorbing device, make the main shock absorbing device of each of the struts overlap the two rope materials and clamp them, and attach the end stopper that restrains the rope material from coming out at the extra length of each superimposed rope material And installing a sub-impact absorbing device for gripping between the main impact absorbing device and the end stopper of each of the superposed rope materials, wherein the main impact absorbing device and the sub-impact absorbing device have a tension less than the tensile strength of the rope material. Is gripped with a pinching force that allows sliding with the rope material when it acts, and the tension of the rope material and the bending force of the strut are transmitted to each other when the end stopper, the sub shock absorber, and the main shock absorber come into contact with each other. Configuration possible A shock absorbing fence characterized by:
側にPC鋼材を非緊張状態で配設すると共に鋼管内にコ
ンクリートを充填して製作した請求項1記載の衝撃吸収
柵。2. The shock absorbing fence according to claim 1, wherein the supporting column is manufactured by arranging a PC steel material in a non-tension state on a tension side in the steel pipe at the time of an impact action and filling the steel pipe with concrete.
ると共に、重合する他のロ−プ材の途上を把持するよう
装着した請求項1又は2記載の衝撃吸収柵。3. The shock absorbing fence according to claim 1, wherein the end stopper is fixed to the extra length of the rope material and is mounted so as to grip a part of the other roll material to be polymerized.
ロ−プの他端とUボルトを重合させてアンカ−用衝撃吸
収装置で把持し、かつUボルトをアンカ−により地山に
設置する支柱の支持構造を有する請求項1乃至3のいず
れかに記載の衝撃吸収柵。4. An end of a mooring rope is connected to a column, the other end of the mooring rope is overlapped with a U-bolt, and the U-bolt is held by an impact absorbing device for an anchor, and the U-bolt is grounded by an anchor. The shock absorbing fence according to any one of claims 1 to 3, further comprising a support structure for a column installed on the fence.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22508293A JP2649891B2 (en) | 1993-08-18 | 1993-08-18 | Shock absorbing fence |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22508293A JP2649891B2 (en) | 1993-08-18 | 1993-08-18 | Shock absorbing fence |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0754316A JPH0754316A (en) | 1995-02-28 |
JP2649891B2 true JP2649891B2 (en) | 1997-09-03 |
Family
ID=16823735
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22508293A Expired - Lifetime JP2649891B2 (en) | 1993-08-18 | 1993-08-18 | Shock absorbing fence |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2649891B2 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW533256B (en) * | 2001-06-04 | 2003-05-21 | Yugen Kaisha Yoshida Kozo Deza | Shock absorbing fence and shock absorbing method thoerof |
KR100847735B1 (en) * | 2008-02-05 | 2008-07-23 | (주)엠케이 | Guardrail using wire rope |
KR100870750B1 (en) * | 2008-05-09 | 2008-11-26 | (주)엠케이 | Wire rope fixing structure of falling rock prevention fence |
KR101009538B1 (en) * | 2010-08-05 | 2011-01-18 | 서용수 | Shocking absorption safety fence |
JP5721059B2 (en) * | 2012-07-31 | 2015-05-20 | ディガードエンジニアリング株式会社 | Method of increasing the size of protective fences and existing protective fences |
-
1993
- 1993-08-18 JP JP22508293A patent/JP2649891B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0754316A (en) | 1995-02-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3413571B2 (en) | Shock absorbing protective fence and shock absorbing method | |
JP2649890B2 (en) | Shock absorbing fence | |
KR102019396B1 (en) | Apparatus of prevention against falling stone | |
JP2649891B2 (en) | Shock absorbing fence | |
WO2022113428A1 (en) | Impact-absorbing fence | |
JP3860741B2 (en) | Shock absorbing fence and shock absorbing method | |
JP2772505B2 (en) | Shock absorbing fence | |
JP2649894B2 (en) | Shock absorbing fence | |
JP2002180422A (en) | Energy dispersion type falling-stone protective fence | |
JP2005240388A (en) | Multistage energy absorbing rock fall protecting fence | |
JP2003105721A (en) | Falling-rock protective fence | |
JP3385508B2 (en) | Shock absorbing protective fence | |
JP4613864B2 (en) | Guard fence and its construction method | |
JP2002322616A (en) | Protection net and protection fence | |
JP2005282244A (en) | Guard fence | |
JP2807862B2 (en) | Shock absorbing clip | |
JP2782151B2 (en) | End stopper for shock absorbing fence | |
KR20040056908A (en) | Shock-absorbing type construction method and net facilities for protecting falling rocks, and shock-absorbing ends device therefor | |
JP6979838B2 (en) | Shock absorber and rockfall protection | |
JP4459473B2 (en) | Rope material gripping device for shock absorbing fence | |
JP3181426U (en) | Protective fence | |
KR20020064634A (en) | Construction method and facility of protection against falling rocks using pretension method | |
JP3366976B2 (en) | Shock absorbing protective fence and shock absorbing method | |
JP4115418B2 (en) | Protective fence | |
KR20030023928A (en) | Construction method and facility of protection against falling rocks |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100516 Year of fee payment: 13 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 16 Free format text: PAYMENT UNTIL: 20130516 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 16 Free format text: PAYMENT UNTIL: 20130516 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140516 Year of fee payment: 17 |
|
EXPY | Cancellation because of completion of term |