JPH07292642A - Suspension protective weir - Google Patents
Suspension protective weirInfo
- Publication number
- JPH07292642A JPH07292642A JP10745394A JP10745394A JPH07292642A JP H07292642 A JPH07292642 A JP H07292642A JP 10745394 A JP10745394 A JP 10745394A JP 10745394 A JP10745394 A JP 10745394A JP H07292642 A JPH07292642 A JP H07292642A
- Authority
- JP
- Japan
- Prior art keywords
- vertical steel
- hanging vertical
- ropes
- hanging
- suspension
- 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.)
- Granted
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、山間の渓流等の沢部に
おいて、豪雨や地震時あるいはまた自然落下等による土
石流や流木、雪崩等に対する砂防用あるいはまた防雪用
等の防護工として好適な懸架式防護堰に関するものであ
る。BACKGROUND OF THE INVENTION The present invention is suitable as a protective work for sand control and / or snow protection against debris flow, driftwood, avalanche, etc. due to heavy rain, earthquakes, natural fall, etc. It concerns suspension type protective weirs.
【0002】[0002]
【従来の技術】従来、山間の渓流等の沢部において、豪
雨や地震時あるいはまた自然落下等による土石流や流
木、雪崩等の恐れがある場合は、その沢部に溢流式堰堤
を上、下流間隔を置き多段に構築したり、あるいはまた
沢部に複数のコンクリート基礎を左右間隔を置き埋設し
て、各コンクリート基礎にそれぞれ鋼製支柱を建て込
み、この鋼製支柱群に複数の鋼製横梁を上下間隔を置き
固設した格子形砂防柵を構築して、これらの防護工によ
り土石流や流木等の運動エネルギーを減少してその流出
域を低減し、下流域の道路や民家、各種の構造物の破
壊、損傷等を防止する安全施設として設備されている。2. Description of the Related Art Conventionally, when there is a risk of debris flow, driftwood, avalanche, etc. due to heavy rain, earthquake, or natural fall, etc. in a mountain stream, etc. Build a multi-tiered structure with a downstream interval, or embed multiple concrete foundations in a sewage area at left and right intervals, build steel columns on each concrete foundation, and make multiple steel columns on this steel column group. By constructing a grid-type sabo fence in which horizontal beams are fixed at intervals above and below, these protective works reduce the kinetic energy of debris flow, driftwood, etc. to reduce the outflow area, downstream roads, private houses, various types of It is installed as a safety facility to prevent the destruction and damage of structures.
【0003】[0003]
【発明が解決しようとする課題】従来の土石流や流木等
の防護工において、前記の溢流式堰堤は、水量が多量に
なるとその溢流によつて防護機能が低下するなど、その
防護機能に限界があるとともに、多段に配設する必要が
あり大規模な施設になるなどの課題がある。In the conventional protection work for debris flow, driftwood, etc., the overflow-type weir has a protective function such as a decrease in the protective function due to the overflow when the amount of water becomes large. In addition to its limitations, there are issues such as the need to install multiple stages and the facility becoming large-scale.
【0004】また、格子形砂防柵は、その鋼製格子柵に
土石流や流木等が直接に衝突し強い衝撃を受けて局部的
に破壊され易く、その補修や再構築に多くの手数、手間
を要しその工事が長期化するなど、その施工性や経済性
等に課題がある。Further, in the lattice type sabo fence, debris flow or driftwood directly collides with the steel lattice fence and is apt to be locally damaged due to a strong impact, and it takes a lot of trouble and trouble to repair or reconstruct it. Therefore, there is a problem in terms of workability and economic efficiency, such as the construction being prolonged.
【0005】本発明は、前記のような課題に対処するた
めに開発されたものであつて、その目的とする処は、沢
部両側の基礎間に張設した主索及び横索群に吊縦鋼材群
又は吊縦鋼枠群を懸架して格子状の防護堰とし、また、
金網を張設したり亜鉛めつきや塗装をして、土石流や流
木、雪崩等の防護性能、信頼性とともに、その構築や撤
去及び保守管理を容易としかつ耐久性、景観を向上した
懸架式防護堰を提供するにある。The present invention was developed in order to address the above-mentioned problems, and the object of the present invention is to suspend the main ropes and lateral rope groups stretched between the foundations on both sides of the swamp. A group of vertical steel members or a group of suspended vertical steel frames is suspended to form a lattice-like protective weir, and
By suspending wire mesh or applying zinc coating or painting, it is a suspension type protection that makes it easy to construct, remove and maintain, and enhances the durability and landscape as well as the protection performance and reliability of debris flow, driftwood, avalanche, etc. Located in providing a weir.
【0006】[0006]
【課題を解決するための手段】本発明は、土石流や流
木、雪崩等の恐れがある沢部の両側に構築した基礎の上
部間に主索を架設し、この主索に複数の吊縦鋼材を左右
間隔を置き平行に沢面近くまで吊設して吊縦鋼材群と
し、両基礎の側部間に上下間隔を置き平行に張設した横
索群に吊縦鋼材群を固着して弾支することにより、主索
及び横索群によつて懸架した格子状の防護堰とし、土石
流や流木、雪崩等の防護性能、信頼性を高めるととも
に、その構築や撤去、保守管理を容易にしている。SUMMARY OF THE INVENTION According to the present invention, a main rope is erected between upper parts of a foundation constructed on both sides of a swamp where there is a risk of debris flow, driftwood, avalanche, etc. Are hung in parallel with each other to the vicinity of the swamp surface to form a suspension vertical steel group, and the suspension vertical steel group is fixed to the horizontal rope group stretched in parallel with a vertical interval between the sides of both foundations. By supporting it, it becomes a lattice-like protective weir suspended by the main rope and the horizontal rope group to enhance the protection performance and reliability of debris flow, driftwood, avalanche, etc., and to facilitate its construction, removal, and maintenance management. There is.
【0007】また、土石流や流木、雪崩等に対応せしめ
て吊縦鋼材及び横索の本数や間隔を調節したり、前後対
の主索に吊縦鋼枠群を吊設し、あるいはまた金網を張設
して汎用性を高めるとともに、防護性能、信頼性をさら
に高めている。In addition, the number and intervals of suspended vertical steel members and horizontal ropes can be adjusted in response to debris flow, driftwood, avalanche, etc., or suspended vertical steel frame groups can be hung on a pair of front and rear main ropes, or wire mesh can be used. It is stretched to increase versatility and also enhances protection performance and reliability.
【0008】また、少なくとも前記の主索及び横索ある
いはまた金網を亜鉛めつきして防錆し、あるいはまた各
部材を塗装し樹脂被覆して防錆とともに彩色し、耐久性
とともに景観を高めている。Further, at least the above-mentioned main ropes and cross ropes or wire mesh are plated with zinc for rust prevention, or each member is coated and resin-coated to color the rust prevention and enhance the durability and the scenery. There is.
【0009】[0009]
【作用】沢部の両側に構築した基礎の上部間に主索を架
設し、この主索に複数の吊縦鋼材を左右間隔を置き平行
に沢面近くまで吊設して吊縦鋼材群とし、両基礎の側部
間に上下間隔を置き平行に張設した横索群に吊縦鋼材群
を固着して弾支することにより、主索及び横索群によつ
て懸架した格子状の防護堰として構築され、この格子状
防護堰は、適度の弾性を有し強力な主索及び横索群によ
り懸架されて弾支され、土石流や流木、雪崩等を直接に
受けてその運動エネルギーを効果的に低減する優れた防
護機能を有し、堰損傷が少なく耐久性を有する。[Operation] A main rope is erected between the upper parts of the foundation constructed on both sides of the swamp, and a plurality of hanging vertical steel members are hung parallel to the swamp surface in parallel with a left-right interval to form a hanging vertical steel group. , Lattice-shaped protection suspended by the main rope and the horizontal rope group by fixing and suspending the suspended vertical steel material group to the horizontal rope group that is stretched in parallel with the vertical intervals between the sides of both foundations. Constructed as a weir, this lattice-shaped protective weir is suspended and elastically supported by a group of main ropes and lateral ropes that have appropriate elasticity and are directly received by debris flows, driftwoods, avalanches, etc. to exert their kinetic energy. It has an excellent protection function to reduce the damage, and has little weir damage and durability.
【0010】また、土石流や流木等に対応させて吊縦鋼
材及び横索の本数や間隔を調節したり、前後対の主索に
吊縦鋼枠群を吊設し、あるいはまた金網を張設するなど
によつて、防護性能を多様化し汎用性を高めるととも
に、防護機能その信頼性をさらに高めている。Further, the number and interval of the suspended vertical steel members and the horizontal ropes can be adjusted according to the debris flow and driftwood, and the suspended vertical steel frame group can be hung on the pair of front and rear main ropes or the wire mesh can be stretched. By doing so, the protection performance is diversified and versatility is enhanced, and the reliability of the protection function is further enhanced.
【0011】また、少なくとも前記の主索及び横索ある
いはまた金網を亜鉛めつきして防錆したり、あるいはま
た各部材を塗装して樹脂被覆し防錆とともに彩色して、
耐久性や景観を高めている。また、この構築や撤去は随
時に短期間で容易に遂行されるとともに、比較的に損傷
が少なくその補修、管理は随時に容易に行われる。Further, at least the above-mentioned main ropes and cross ropes or wire mesh are plated with zinc to prevent rust, or each member is coated and resin-coated to color with rust prevention,
It has improved durability and scenery. In addition, the construction and removal can be easily performed at any time in a short period of time, and the damage and the maintenance thereof can be easily performed at any time.
【0012】[0012]
【実施例】図1、図2に本発明の第1実施例、図3に金
網を張設した第2実施例を示す。図中aは土石流や流
木、雪崩等の恐れがある渓流等の沢部、1は沢部aに両
側に構築した基礎(例えば鉄筋コンクリート等)、2は
基礎1上の塔柱、3は両端部を基礎1上にアンカー4a
して両塔柱2の間に架設した主索、5は主索3に左右間
隔を置き連結金具5a,b,cにより平行に沢面近くま
で吊設した吊縦鋼材又は吊縦鋼材群、5,6は前後対の
吊縦鋼材5を繋ぎ鋼材6で連結した吊縦鋼枠又は吊縦鋼
枠群、7は両基礎1の側面にアンカー8aして上下間隔
を置き平行に張設した横索又は横索群、9は吊縦鋼材群
5又は吊縦鋼枠群5,6の前面に張設した金網(図2参
照)であり、図示の実施例は、土石流や流木、雪崩等の
恐れがある渓流等の沢部aにおいて、沢部aの両側に構
築した両基礎1の上部間に主索3を架設し、主索3に複
数の吊縦鋼材5を左右間隔を置き平行に沢面近くまで吊
設するとともに、両基礎1の側部間に複数の横索7を上
下間隔を置き平行に張設して、各横索7に各吊縦鋼材5
をそれぞれ固着して弾支した懸架式防護堰になつてい
る。1 and 2 show a first embodiment of the present invention, and FIG. 3 shows a second embodiment in which a wire net is stretched. In the figure, a is a swamp part such as a debris flow, driftwood, or avalanche where there is a risk of avalanche, 1 is a foundation constructed on both sides of the swamp part (for example, reinforced concrete), 2 is a tower on the foundation 1, 3 is both ends Anchor 4a on foundation 1
The main ropes 5 erected between the two tower columns 2 are hung vertical steel materials or a group of vertical hung steel materials that are hung from the main ropes 3 at right and left intervals and are hung in parallel by the metal fittings 5a, b, c to near the sloping surface. Reference numerals 5 and 6 are suspension vertical steel frames or a suspension vertical steel frame group in which a pair of front and rear suspension vertical steel materials 5 are connected and connected by steel materials 6, and 7 are anchors 8a on the side surfaces of both foundations 1 and are stretched in parallel at vertical intervals. A horizontal rope or a horizontal rope group, 9 is a wire mesh (see FIG. 2) stretched on the front surface of the hanging vertical steel material group 5 or the hanging vertical steel frame groups 5 and 6, and the illustrated embodiment is a debris flow, driftwood, avalanche, etc. In a swamp a such as a mountain stream, a main rope 3 is erected between the upper parts of both foundations 1 constructed on both sides of the swamp a, and a plurality of suspended vertical steel members 5 are arranged in parallel on the main rope 3 at left and right intervals. In addition to hanging up to near the swamp surface, a plurality of horizontal ropes 7 are stretched in parallel between the side portions of both foundations 1 at vertical intervals, and each hanging vertical steel member 5 is attached to each horizontal rope 7.
It is a suspension type protection weir that is fixed and elastically supported.
【0013】また、前記の懸架式防護堰において、主索
3を前後対にして前後間隔を置き平行に架設し、各吊縦
鋼材5をそれぞれ前後対にして複数の繋ぎ鋼材6で連結
した吊縦鋼枠5,6にして、両主索3に各吊縦鋼枠5,
6を左右間隔を置き平行に沢面近くまで吊設したことを
特徴とする懸架式防護堰になつている。Further, in the above-mentioned suspension type protection weir, the main ropes 3 are laid in parallel in a front-rear pair with a front-rear interval, and each suspension vertical steel member 5 is formed in a front-rear pair and connected by a plurality of connecting steel members 6. The vertical steel frames 5 and 6 are provided.
It is a suspension-type protective weir, which is characterized in that 6 is hung in parallel to each other with a space left and right, and close to the swamp.
【0014】また、前記の各懸架式防護堰において、各
吊縦鋼材5からなる吊縦鋼材群5又は各吊縦鋼枠5,6
からなる吊縦鋼材群5,6の全面に金網9を張設したこ
とを特徴とする懸架式防護堰になつている。Further, in each of the above suspension-type protective dams, a group of suspended vertical steel members 5 composed of suspended vertical steel members 5 or suspended vertical steel frames 5, 6 are provided.
It is a suspension type protective weir characterized in that a wire net 9 is stretched over the entire surface of the hanging vertical steel material groups 5 and 6.
【0015】また、前記の各懸架式防護堰において、少
なくとも主索3及び横索7あるいはまた金網9を亜鉛め
つきしたことを特徴とする懸架式防護堰になつている。Further, in each of the above-mentioned suspension type protection weirs, at least the main rope 3 and the horizontal ropes 7 or also the wire nets 9 are zinc-plated, which is a suspension type protection weir.
【0016】また、前記の各懸架式防護堰において、主
索3と横索7あるいはまた金網9及び吊縦鋼材5又は吊
縦鋼枠5,6を塗装して樹脂被覆したことを特徴とする
懸架式防護堰になつている。Further, in each of the above suspension type protection dams, the main rope 3 and the horizontal rope 7, or the wire net 9 and the hanging vertical steel material 5 or the hanging vertical steel frames 5 and 6 are coated and resin-coated. It is a suspension type protection weir.
【0017】さらに詳述すると、図示のように基礎1
は、土石流や流木、雪崩等の恐れがある渓流等の沢部a
の両側に鉄筋コンクリート等により構築され、図1に示
すように溢流式堰堤が構築されている場合はその両側の
基礎を利用することも可能である。主索3は、必要に応
じ両側の基礎1上に塔柱2(又は架台等)を配設し、そ
の両端部を基礎1上に設けた適宜のアンカー金具により
アンカー4aするとともに、両塔柱2上に適宜の固定・
ガイド手段4bにより固定・ガイドして適宜の高さに配
置し、適度の張力をかけて両塔柱2間に図示のように架
設され、予想される土石流や流木、雪崩等のサイズや流
速等に対応させて1本の主索3を架設したり、図示のよ
うに2本の主索3を適度の前後間隔を置き前後対にして
平行に架設する。この主索3には各種のワイヤロープ即
ちケーブルが適用される。More specifically, as shown in FIG.
Is a mountainous area such as a mountain stream where there is a risk of debris flow, driftwood, avalanche, etc.
If reinforced concrete is constructed on both sides of the above and overflow overflow dams are constructed as shown in FIG. 1, it is possible to use the foundations on both sides. The main rope 3 has tower columns 2 (or a pedestal or the like) arranged on both sides of the foundation 1 as needed, and both ends thereof are anchored 4a by appropriate anchor fittings provided on the foundation 1 and both tower columns. Properly fixed on 2.
It is fixed / guided by the guide means 4b and arranged at an appropriate height, and it is installed between both tower columns 2 by applying an appropriate tension as shown in the figure, and the expected size and flow velocity of debris flow, driftwood, avalanche, etc. Corresponding to the above, one main rope 3 is erected, or two main ropes 3 are erected in parallel in a front-rear pair with a proper front-rear interval as shown in the figure. Various wire ropes or cables are applied to the main rope 3.
【0018】また、吊縦鋼材5は、この上端部を適宜の
連結金具5a,b,c(例えば1対の長孔5b付き挟持
プレート5aと複数のボルト・ナツト5c)により主索
3の傾斜に対応させてそれぞれ垂直に固着し(図2A,
B参照)、沢面近くまで吊り下げて主索3に適度の左右
間隔を置き平行に吊設するとともに(図1A参照)、予
想される土石流や流木、雪崩等に対応させてこの吊縦鋼
材5の本数や左右間隔を適度に設定し、1本の主索3に
吊設した吊縦鋼材群5に構成したり、又は、前後対の吊
縦鋼材5を繋ぎ鋼材6で連結した吊縦鋼枠5,6にし
て、前後対の両主索3に各吊縦鋼枠5,6の前後の各吊
縦鋼材5を吊設した吊縦鋼枠群5,6に構成される。こ
の吊縦鋼材5及び繋ぎ鋼材6には図示のようなH形鋼材
やチャンネル鋼材等が適用される。Further, the suspended vertical steel material 5 has its upper end portion tilted with the appropriate connecting fittings 5a, 5b, 5c (for example, a sandwiching plate 5a with a pair of elongated holes 5b and a plurality of bolts and nuts 5c). Vertically fixed to each other (Fig. 2A,
(See B), and hang it up close to the swamp surface and hang it in parallel with the main rope 3 at an appropriate left-right spacing (see FIG. 1A), and in response to expected debris flow, driftwood, avalanche, etc. By appropriately setting the number of 5 and the left-right spacing, a vertical suspension steel member group 5 suspended from one main rope 3 can be configured, or a suspension vertical steel member in which a pair of front and rear suspension vertical steel members 5 are connected by a steel member 6 is connected. The steel frames 5 and 6 are formed into a group of suspended vertical steel frames 5 and 6 in which the suspended vertical steel members 5 before and after the suspended vertical steel frames 5 and 6 are suspended on the pair of main ropes 3 in the front-rear direction. As the hanging vertical steel material 5 and the connecting steel material 6, an H-shaped steel material, a channel steel material or the like as shown in the drawing is applied.
【0019】また、横索7は、この両端部を両基礎1の
側部に適宜のアンカー金具によりアンカー8aして所定
の張力をかけ張設し、図示のように適宜の上下間隔を置
き平行に張設するとともに、吊縦鋼材群5の場合はその
前側又は後側に配設し、吊縦鋼枠群5,6の場合はその
前側あるいはまた後側に配設し、各横索7に各吊縦鋼材
5又は吊縦鋼枠群5,6を適宜の連結金具8b(例えば
Uボルト、ナツト等)により固着して、横索群7により
吊縦鋼材群5又は吊縦鋼枠群5,6を適度の張力で弾支
している。また、予想される土石流や流木、雪崩等に対
応させてその横索7の本数や上下間隔を適度に設定し、
吊縦鋼材群5又は吊縦鋼枠群5,6と横索群7により懸
架した格子状の防護堰として構成する。この横索7には
各種のワイヤロープ即ちケーブルが適用される。The both ends of the horizontal rope 7 are anchored to the side portions of the two foundations 1 by suitable anchor metal fittings 8a by applying a predetermined tension, and are stretched in parallel at appropriate vertical intervals as shown in the drawing. In the case of the hanging vertical steel material group 5, it is arranged on the front side or the rear side thereof, and in the case of the hanging vertical steel frame groups 5 and 6, it is arranged on the front side or the rear side thereof. The hanging vertical steel materials 5 or the hanging vertical steel frame groups 5 and 6 are fixed to each other by appropriate connecting metal fittings 8b (for example, U bolts, nuts, etc.), and the horizontal rope group 7 is used to suspend the hanging vertical steel material groups 5 or the hanging vertical steel frame groups. 5 and 6 are elastically supported with moderate tension. In addition, the number of horizontal ropes 7 and the vertical interval are set appropriately to correspond to the expected debris flow, driftwood, avalanche, etc.
It is configured as a lattice-like protective weir suspended by the hanging vertical steel material group 5 or the hanging vertical steel frame groups 5, 6 and the horizontal rope group 7. Various wire ropes or cables are applied to the cross rope 7.
【0020】また、金網9は、図3に示すように吊縦鋼
材群5又は吊縦鋼枠群5,6の前面側(上流側)の全面
にわたり適宜の連結金具(例えばUボルト、ナツト等)
で張設され、予想される土石流や流木、雪崩等に対応さ
せて適宜の網目を適用し、金網9の弾性により土石流や
流木、雪崩等の防護機能がさらに高められる。Further, as shown in FIG. 3, the wire net 9 is provided with appropriate connecting metal fittings (for example, U bolts, nuts, etc.) over the entire front surface (upstream side) of the hanging vertical steel material group 5 or the hanging vertical steel frame groups 5 and 6. )
The appropriate mesh is applied in correspondence with the expected debris flow, driftwood, avalanche, etc., and the elasticity of the wire net 9 further enhances the protection function of the debris flow, driftwood, avalanche, etc.
【0021】また、前記の懸架式防護堰において、少な
くとも主索3及び横索7あるいはまた金網9を亜鉛めつ
き又は溶融亜鉛めつきし、必要に応じ吊縦鋼材5や吊縦
鋼枠5,6、各金具も溶融亜鉛めつきして防錆する。さ
らにまた、前記の各部材を塗装してポリエチレン被覆や
ナイロン被覆して防錆するとともに彩色して、外観を環
境にマツチせしめる。In the above-mentioned suspension type protection weir, at least the main ropes 3 and the horizontal ropes 7 or also the wire nets 9 are plated with zinc or molten zinc, and if necessary, the hanging vertical steel material 5 and the hanging vertical steel frame 5, 6. Each metal fitting is also plated with molten zinc to prevent rust. Furthermore, each of the above-mentioned members is coated and coated with polyethylene or nylon to prevent rust and to be colored, so that the appearance is matched to the environment.
【0022】図示の懸架式防護堰は、前記のように沢部
aの両側に基礎1を構築し、両基礎1の上部間に主索3
を架設して、この主索3に複数の吊縦鋼材5を左右間隔
を置き平行に沢面近くまで吊設するとともに、両基礎1
の側部間に複数の横索7を上下間隔を置き平行に張設し
て、各横索7に各吊縦鋼材5をそれぞれ固着、弾支し
て、その各吊縦鋼材5からなる各吊縦鋼材群5は横索群
7とともに格子状の防護堰として構築され、この格子状
防護堰は、適度の弾性を有し強力な主索3及び横索群7
により沢部a上に懸架されて弾支され、土石流や流木、
雪崩等を直接に受けその運動エネルギーを緩衝して効果
的に減少せしめ、優れた防護機能を発揮するとともに、
比較的に損傷が少なく耐久性を有する。In the illustrated suspension type protection weir, the foundation 1 is constructed on both sides of the swamp a as described above, and the main rope 3 is provided between the upper portions of both foundations 1.
A plurality of hanging vertical steel members 5 are hung on the main ropes 3 in parallel with each other at intervals of right and left to the main ropes 3, and both foundations 1
A plurality of horizontal ropes 7 are vertically stretched in parallel with each other between the side portions, and each hanging vertical steel material 5 is fixed and elastically supported on each horizontal rope 7, respectively. The hanging vertical steel material group 5 is constructed as a lattice-like protective weir together with the horizontal rope group 7, and the lattice-like protective weir has a proper elasticity and a strong main rope 3 and horizontal rope group 7.
Suspended on the swamp part a by and is elastically supported by debris flow and driftwood,
It directly receives avalanches and buffers the kinetic energy of the avalanches to effectively reduce them, providing an excellent protection function.
Has relatively little damage and durability.
【0023】また、予想される土石流や流木、雪崩等の
サイズや流速に対応させて、吊縦鋼材5又は吊縦鋼枠
5,6及び横索7の本数や間隔等を調節しこの格子状防
護堰の格子サイズを調節して防護機能を多様化できるな
ど、汎用性を有し防護性能、信頼性がさらに高められ
る。In addition, according to the expected size and flow velocity of debris flow, driftwood, avalanche, etc., the number of vertical suspension steel members 5 or vertical suspension steel frames 5, 6 and horizontal ropes 7, and the like are adjusted to form a grid pattern. It has versatility and can further enhance protection performance and reliability, such as the ability to diversify the protection function by adjusting the grid size of the protection weir.
【0024】また、前記のように少なくとも主索3や横
索7あるいはまた金網9を亜鉛めつきし、必要に応じそ
の他の各部材も溶融亜鉛めつきして防錆したり、あるい
はまた各部材を塗装して樹脂被覆した防錆するとともに
彩色して環境にマツチせしめるなど、耐久性とともに景
観を効果的に高めている。Further, as described above, at least the main ropes 3, the transverse ropes 7 and / or the wire nets 9 are fixed with zinc, and if necessary, other members are also fixed with molten zinc to prevent rust, or each member is also treated. It is painted and coated with resin to prevent rust and to be colored to match the environment, effectively enhancing the scenery as well as durability.
【0025】また、従来の格子形砂防柵のように足場、
地盤の悪い沢部a内に基礎を埋設する必要がなく、図示
の懸架式防護堰は、季節等に格別に関係なく随時かつ容
易に比較的に短期間で懸架して構築され、同様に随時か
つ容易に撤去可能であつて、この補修、管理は随時に容
易に行うことができるなど、優れた施工性、保守管理性
を有する。Also, scaffolding, like a conventional grid-type sabo fence,
It is not necessary to bury the foundation in the bad ground a, and the suspension type weir shown in the figure is constructed by suspending it at any time regardless of the season and easily and in a relatively short period of time. In addition, it can be easily removed, and its repair and management can be easily performed at any time. It has excellent workability and maintainability.
【0026】[0026]
【発明の効果】本発明は、前述のように構成され、沢部
両側の基礎上間に主索を架設し、この主索に複数の吊縦
鋼材を左右間隔を置き平行に沢面近くまで吊設して吊縦
鋼材群とし、両基礎の側部間に上下間隔を置き平行に張
設した横索群に吊縦鋼材群を固着して、懸架された格子
状の防護堰として容易に構築され、この格子状の防護堰
は、適度の弾性を有し強力な主索3及び横索群7により
沢部a上に懸架されて弾支され、土石流や流木、雪崩等
の運動エネルギーを効果的に減少し、その防護性能が著
しく向上されている。The present invention is constructed as described above, and a main rope is erected between the foundations on both sides of the swamp, and a plurality of hanging vertical steel members are placed on the main rope in parallel with each other up to near the swamp surface. Suspend a suspended vertical steel group, and secure the suspended vertical steel group to a horizontal rope group stretched in parallel with vertical intervals between the sides of both foundations to facilitate a suspended grid-like protective weir. This grid-shaped protective weir is suspended and elastically supported on the swamp part a by the main rope 3 and the horizontal rope group 7 that have appropriate elasticity and are strong, and can support the kinetic energy of debris flow, driftwood, avalanche, etc. Effectively reduced, its protective performance is significantly improved.
【0027】また、土石流や流木、雪崩等に対応させて
吊縦鋼材(又は吊縦鋼枠)及び横索の本数や間隔を調節
したり、前後対の主索に吊縦鋼枠群を吊設し、あるいは
また金網を張設してその防護性能が多様化され、汎用性
とともに防護性能、信頼性がさらに高められ、また、少
なくとも主索や横索あるいはまた金網を亜鉛めつきして
防錆したり、あるいはまた各部材を塗装し樹脂被覆して
防錆、彩色し環境にマツチせしめ、耐久性とともに景観
を効果的に高めている。In addition, the number and spacing of the suspended vertical steel members (or suspended vertical steel frames) and horizontal ropes can be adjusted according to the debris flow, driftwood, avalanche, etc., or the suspended vertical steel frame group can be suspended on a pair of front and rear main ropes. The protection performance is diversified by installing or installing a wire mesh, and the protection performance and reliability are further enhanced along with versatility, and at least the main rope, the horizontal rope, or the wire mesh is protected by zinc. It rusts, or paints each member and coats it with resin to prevent rust, color it and match it to the environment, effectively enhancing the scenery as well as durability.
【0028】さらに、季節等に格別に関係なく随時かつ
容易に比較的に短期間で懸架して構築したり、同様に随
時かつ容易に撤去可能であつて、この補修、管理を容易
に行うことができるなど、優れた施工性、保守管理性を
有する。Further, regardless of the season or the like, it is possible to construct it by suspending it at any time and easily in a relatively short period of time, and similarly, it can be removed at any time and easily, and this repair and management should be performed easily. It has excellent workability and maintainability.
【図1】本発明の第1実施例を示す正面機構図(A)と
その平面図(B)FIG. 1 is a front mechanism view (A) and a plan view (B) showing a first embodiment of the present invention.
【図2】吊縦鋼枠の一部拡大側面図(A)と吊縦鋼材の
上部の拡大正面図(B)FIG. 2 is a partially enlarged side view (A) of the suspended vertical steel frame and an enlarged front view (B) of the upper portion of the suspended vertical steel material.
【図3】本発明の第2実施例を示す全面側(上流側)の
正面機構図である。FIG. 3 is a front mechanical view of the entire surface side (upstream side) showing a second embodiment of the present invention.
a 沢部 1 基礎 3 主索 5 吊縦鋼材(吊縦鋼材群) 6 繋ぎ鋼材 5,6 吊縦鋼枠(吊縦鋼枠群) 7 横索(横索群) 9 金網 a Sawabe 1 Foundation 3 Main rope 5 Suspended vertical steel (suspended vertical steel group) 6 Connecting steel 5,6 Suspended vertical steel frame (suspended vertical steel frame group) 7 Horizontal rope (horizontal rope group) 9 Wire mesh
Claims (5)
等の沢部において、沢部の両側に構築した両基礎の上部
間に主索を架設し、主索に複数の吊縦鋼材を左右間隔を
置き平行に沢面近くまで吊設するとともに、両基礎の側
部間に複数の横索を上下間隔を置き平行に張設して、各
横索に各吊縦鋼材をそれぞれ固着して弾支したことを特
徴とする懸架式防護堰。1. A main rope is erected between the upper parts of both foundations constructed on both sides of the swamp in a swamp where there is a risk of debris flow, driftwood, avalanche, etc., and a plurality of suspended vertical steel members are attached to the main rope. In addition to suspending in parallel with each other up to the swamp surface with a space between left and right, a plurality of horizontal ropes are stretched in parallel between the side parts of both foundations with a vertical gap and each hanging vertical steel material is fixed to each horizontal rope. Suspension-type protective weir characterized by being elastically supported.
前記の主索を前後対にして前後間隔を置き平行に架設
し、各吊縦鋼材をそれぞれ前後対にして複数の繋ぎ鋼材
で連結した吊縦鋼枠にして、両主索に各吊縦鋼枠を左右
間隔を置き平行に沢面近くまで吊設したことを特徴とす
る懸架式防護堰。2. The suspension type protective dam according to claim 1,
The above-mentioned main ropes are laid in parallel with a front-rear spacing at anteroposterior intervals, and each suspension vertical steel member is made into a front-rear pair to form a suspension vertical steel frame that is connected with multiple connecting steel materials. A suspension-type protective weir, characterized in that the frames are hung parallel to each other with a space left and right and close to the swamp.
堰において、前記の各吊縦鋼材からなる吊縦鋼材群又は
各吊縦鋼枠からなる吊縦鋼枠群の全面に金網を張設した
ことを特徴とする懸架式防護堰。3. The suspension type protective dam according to claim 1 or 2, wherein a wire mesh is provided on the entire surface of the group of hanging vertical steel members made of the hanging vertical steel members or the group of hanging vertical steel frames made of the hanging vertical steel frames. A suspension type weir characterized by being stretched.
懸架式防護堰において、少なくとも前記の主索及び横索
あるいはまた金網を亜鉛めつきしたことを特徴とする懸
架式防護堰。4. The suspension type protective weir according to claim 1, claim 2 or claim 3, wherein at least the main ropes and the horizontal ropes or the wire nets are zinc-plated.
項4記載の懸架式防護堰において、前記の主索と横索あ
るいはまた金網及び吊縦鋼材又は吊縦鋼枠を塗装して樹
脂被覆したことを特徴とする懸架式防護堰。5. The suspension type protective weir according to claim 1, claim 2, claim 3 or claim 4, wherein the main rope and cross rope, or wire mesh and hanging vertical steel material or hanging vertical steel frame are coated. A suspension type weir characterized by being coated with resin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10745394A JP2808522B2 (en) | 1994-04-25 | 1994-04-25 | Suspended protective weir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10745394A JP2808522B2 (en) | 1994-04-25 | 1994-04-25 | Suspended protective weir |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07292642A true JPH07292642A (en) | 1995-11-07 |
JP2808522B2 JP2808522B2 (en) | 1998-10-08 |
Family
ID=14459554
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10745394A Expired - Lifetime JP2808522B2 (en) | 1994-04-25 | 1994-04-25 | Suspended protective weir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2808522B2 (en) |
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JP2009144472A (en) * | 2007-12-17 | 2009-07-02 | Toa Grout Kogyo Co Ltd | Protective fence system for slope |
JP2009299321A (en) * | 2008-06-11 | 2009-12-24 | Tokyo Seiko Co Ltd | Permeable dam |
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1994
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JP2009144472A (en) * | 2007-12-17 | 2009-07-02 | Toa Grout Kogyo Co Ltd | Protective fence system for slope |
JP2009299321A (en) * | 2008-06-11 | 2009-12-24 | Tokyo Seiko Co Ltd | Permeable dam |
KR200452943Y1 (en) * | 2010-07-13 | 2011-03-29 | 니스코 주식회사 | Butler's Square Dam with Mixed Screen |
JP2011069193A (en) * | 2010-12-02 | 2011-04-07 | Toshio Tanaka | Rock fall prevention net structure |
JP2013019198A (en) * | 2011-07-12 | 2013-01-31 | Toa Grout Kogyo Co Ltd | Stone-fall protection device |
JP2016510095A (en) * | 2013-03-15 | 2016-04-04 | オフィシネ マッカフェリイ ソシエタ ペル アチオニ | Fluid earth and sand damming device |
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US10767330B2 (en) | 2013-03-15 | 2020-09-08 | Officine Maccaferri S.P.A. | Stream debris restraining structure |
CN109000037A (en) * | 2018-08-22 | 2018-12-14 | 北京城建集团有限责任公司 | The suspension protective device and its construction method of pipeline in a kind of pit slot digging process |
CN109000037B (en) * | 2018-08-22 | 2023-08-11 | 北京城建集团有限责任公司 | Suspension protection device for pipeline in pit excavation process and construction method thereof |
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