JPH0315630Y2 - - Google Patents
Info
- Publication number
- JPH0315630Y2 JPH0315630Y2 JP2701585U JP2701585U JPH0315630Y2 JP H0315630 Y2 JPH0315630 Y2 JP H0315630Y2 JP 2701585 U JP2701585 U JP 2701585U JP 2701585 U JP2701585 U JP 2701585U JP H0315630 Y2 JPH0315630 Y2 JP H0315630Y2
- Authority
- JP
- Japan
- Prior art keywords
- soil
- slope
- steel wire
- frame
- corrosion
- 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
Links
- 239000002689 soil Substances 0.000 claims description 31
- 230000001681 protective effect Effects 0.000 claims description 17
- 210000000988 bone and bone Anatomy 0.000 claims description 7
- 238000005260 corrosion Methods 0.000 claims description 6
- 230000007797 corrosion Effects 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 239000000463 material Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000010410 layer Substances 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 210000004209 hair Anatomy 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000004580 weight loss Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
A 考案の目的
イ 産業上の利用分野
本案は、新規な構成を有する法面客土の保護枠
を提供しようとするものである。[Detailed explanation of the invention] A. Purpose of the invention (a) Industrial application field This invention is intended to provide a protective frame for sloped soil with a new configuration.
ロ 従来の技術とその問題点
従来、この種のものにあつては、下記のような
ものになつている。B. Conventional technology and its problems Conventionally, this type of technology has been as follows.
従来、斜面緑化のために行なう客土の保全につ
いては種々な工法が行なわれているが、施工場所
の自然条件の変化が常に著しく、ある場所には適
切であつても、他の場所では不適切であるという
場合が多い。 Conventionally, various methods have been used to preserve soil for slope greening, but the natural conditions at the construction site always change significantly, and what may be appropriate in one location may be inappropriate in another. It is often appropriate.
しかし、根本的には植生基盤である斜面の土壌
をいかにしてその斜面に安定した状態で保全し得
るかにあると言える。 However, it can be said that the fundamental problem lies in how the soil on the slope, which is the basis of vegetation, can be preserved in a stable state on the slope.
しかし、緑化を行なおうとする場所は生育環境
が劣悪で、岩盤や砂礫層あるいは災害による崩壊
や人為的な掘削によつて植物の生育条件を破壊
し、無肥、無水化したところが多い。 However, in many places where greening is being attempted, the growing environment is poor, and the growing conditions for plants have been destroyed by rock, gravel layers, collapse due to disasters, or artificial excavation, resulting in no fertilizer or water.
従つて、それらの施工地には肥沃な土壌を客土
するか、土壌中に各種の肥料分や必要とされるも
のを混和し吹きつけるなどの方法により人工的に
植生基盤を造成することになるが、これらの基盤
土壌をいかにして斜面上に存置し、それを維持す
るかが緑化の成否を決めることになる。 Therefore, it is necessary to artificially create a vegetation base at these construction sites by adding fertile soil or by mixing various fertilizers and other necessary substances into the soil and spraying them. However, the success or failure of greening is determined by how these base soils are placed on slopes and maintained.
B 考案の構成
イ 問題を解決しようとする課題
上記目的を達成するために、本考案のものは下
記のようになるものである。B. Structure of the invention A. Problem to be solved In order to achieve the above purpose, the invention is as follows.
すなわち本願のものは、螺旋状に巻回された耐
蝕性鋼線の内側に、三本の骨線を長手方向に平行
に等間隔で配設すると共に、帯状の耐蝕性フイル
ターを挿入した法面客土の保護枠である。 In other words, the present invention is a slope surface in which three bone wires are arranged in parallel in the longitudinal direction at equal intervals inside a spirally wound corrosion-resistant steel wire, and a belt-shaped corrosion-resistant filter is inserted. It is a protective frame for the land.
この場合、耐蝕性鋼線の両端部を残して三本の
骨線を長手方向に平行に等間隔で配設することが
できる。 In this case, three bone wires can be arranged in parallel in the longitudinal direction at equal intervals, leaving both ends of the corrosion-resistant steel wire.
ロ 考案の実施例 実施例について図面を参照して説明する。(b) Examples of implementation of the idea Examples will be described with reference to the drawings.
1は本案の法面客土の保護枠である。 1 is the protection framework for the slope land in the main case.
2はアルミ被覆などの耐蝕処理が施された螺旋
状に巻回された耐蝕性鋼線、3はこの鋼線内に当
該鋼線2の両端部2Aを残して正三角形状に螺旋
延長方向に配置され、各交点を溶接固定された骨
線である。 2 is a corrosion-resistant steel wire that has been subjected to corrosion-resistant treatment such as aluminum coating and is spirally wound; 3 is a spirally wound corrosion-resistant steel wire that is wound in an equilateral triangular shape with both ends 2A of the steel wire 2 left in the steel wire; The bone lines are placed and fixed by welding at each intersection.
9は鋼線2の内径にほぼ一致する幅を有する耐
腐性を有するフイルターで、鋼線2内に挿入され
ている。 Reference numeral 9 denotes a corrosion-resistant filter having a width approximately matching the inner diameter of the steel wire 2, and is inserted into the steel wire 2.
そして、このフイルター9は鋼線に対して回動
自在に挿入しても、また、所定角度をもつて当該
鋼線や骨線にひも、針金で緊結してもよい。 The filter 9 may be rotatably inserted into the steel wire, or may be tied to the steel wire or bone wire at a predetermined angle with a string or wire.
4は保護枠を法面に固定するアンカーピン、5
は布設された保護枠内に充填された客土、8は整
正された法面を示す。 4 is an anchor pin that fixes the protection frame to the slope, 5
8 indicates the soil filled in the protective frame, and 8 indicates the leveled slope.
ハ 作用 効果と共に説明する。C Effect Explain along with the effects.
C 考案の効果
本考案は、上述の通り構成されているので次に
記載する効果を奏する。C. Effects of the invention Since the present invention is configured as described above, it produces the following effects.
イ 保護枠の形状が力学的に合理的で外力に対し
て安定性が高い。b) The shape of the protective frame is mechanically rational and highly stable against external forces.
斜面を緑化しようとする全面積は適当間隔(1
mないし1.5m四方)をもつて第3図のように方
形に区切られ、かつ、枠全体はそれぞれ部材が強
固に連続され一体化し、その上に充分に吟味され
た植生用土壌が肥料や必要な種子と混合され客土
される。 The total area to be greened on the slope should be divided at appropriate intervals (1
The entire frame is divided into rectangular sections with 1.5 m to 1.5 m on each side, as shown in Figure 3, and the entire frame is made up of solidly continuous and integrated parts. It is mixed with different seeds and added to the soil.
上述両端部2Aを形成したものにあつては、第
9図の如く、他の部材の側胴部や端部に旋回させ
ながら絡み接続し、設計所定の方形保護枠として
斜面に展開されることになる。 In the case where the above-mentioned both end portions 2A are formed, as shown in Fig. 9, it can be twisted and connected to the side body portion or end portion of another member while being twisted, and deployed on a slope as a designed rectangular protection frame. become.
また、これらの保護枠の交差個所は標準的には
径16mmのアンカーピンを使用し整正された法面基
盤にしつかりと固定される。 In addition, the intersections of these protective frames are typically fixed firmly to the leveled slope base using anchor pins with a diameter of 16 mm.
この保護枠は法面基盤に接して展張され客土中
に埋もれる。 This protective frame is extended in contact with the slope foundation and buried in the soil.
また、この螺旋状保護枠の内部には厚さ10mm〜
20mm程度のフイルターが骨線に取付けられ斜面の
土壌を下方に流出させず浸透水のみを斜面下部に
流去させる。 In addition, the inside of this spiral protective frame has a thickness of 10 mm ~
A filter of approximately 20 mm is attached to the bone line to prevent soil on the slope from flowing downward, allowing only seepage water to flow to the lower part of the slope.
この保護枠の全体像は以上の如くであるが、他
の枠材との相違点は他の枠材が概ね平面的である
(鋼材、鋼板、板材、エキスパンドメタル等)の
に比べて立体的であり、かつ、開放的であり、保
護枠に囲まれた植生客土は区切られ独立すること
なく相互に一体的地盤として形成される。 The overall picture of this protective frame is as above, but the difference from other frame materials is that it is three-dimensional compared to other frame materials that are generally flat (steel materials, steel plates, plate materials, expanded metal, etc.). At the same time, it is open, and the vegetation and soil surrounded by a protective frame are not separated or independent, but are formed as an integral part of the ground.
また、立体的な構成ではあるが、その形状は螺
旋と直線により成形され、枠にかかる外力(斜面
を滑落する土砂の力)を集中的にではなく、合理
的に分散させると共に、斜面に展張され一体化さ
れた枠は全体として外力に対抗することになり極
めて安定的に客土層を保護することができるばか
りでなく、降雨時の浸透水なども部材内部にセツ
トされたフイルターにより土粒子の流失なしに水
のみを流去させることができる。 In addition, although it has a three-dimensional structure, its shape is formed by spirals and straight lines, and the external force applied to the frame (the force of earth and sand sliding down the slope) is dispersed rationally rather than concentrated, and it is spread out on the slope. The integrated frame as a whole resists external forces and is not only able to protect the soil layer in an extremely stable manner, but also prevents soil particles from penetrating water during rainfall through filters set inside the member. Only water can be washed away without water being washed away.
ロ 斜面における保護枠の組立が簡単である。(b) It is easy to assemble the protective frame on a slope.
部材螺旋端部を回転させながら他の側胴部や端
部に差込むことにより、他の部材とT字形や直線
形に必要あれば斜線をなす如くジヨイントが可能
であり、然も軽量であるから斜面上の運搬や取扱
いが非常に簡単であり、諸経費労力が節約でき、
また、工期の短縮が図られ経済性が大きい。 By rotating the helical end of the member and inserting it into another side body or end, it is possible to join other members into a T-shape or straight shape, if necessary, to form a diagonal line, and it is lightweight. It is very easy to transport and handle on slopes, saving overhead and labor.
In addition, the construction period is shortened, making it highly economical.
ハ 土壌の客入が簡単で、層厚の調整が容易であ
る。C. It is easy to collect soil and adjust the layer thickness.
本考案の保護枠部材の特徴から部材相互間のジ
ヨイントが極めて強固であり、また、交点がアン
カーピンによつて斜面に固定されているので、客
入しようとする土壌は上部からの流し込みによつ
て容易に客入することができ、その際における保
護枠の変形も少なく、客土量や層厚の調整とタン
ピングが簡単で、他の法枠が1枠ずつ枠材によつ
て仕切られ、ブロツクごとに独立空間となるた
め、時間的経過による圧密減量が顕著で、後日補
正や手直しを必要とすることが多いが、本考案の
ものにはそれが少ない。 Due to the characteristics of the protective frame member of the present invention, the joints between the members are extremely strong, and the intersection points are fixed to the slope with anchor pins, so the soil to be poured in is poured from above. This allows for easy access by customers, minimal deformation of the protective frame at that time, easy adjustment of the amount of soil and layer thickness, and tamping. Since each block is an independent space, the compaction weight loss over time is significant and often requires correction or modification at a later date, but this is less the case with the device of the present invention.
ニ 斜面客土の一体性による斜面の連続的植生が
可能である。D. Continuous vegetation on the slope is possible due to the integrity of the slope soil.
本考案のものを使用しての斜面への土壌の客入
は部材の特徴から、枠内部まで充分充填されるの
で、緑化植物の生育に伴い、その根毛は隣接枠内
にも進入共生し、他のもののように仕切られるこ
とがないので斜面全体を網状に植物根毛が覆うこ
とになり土粒子は緊密にこれらの根毛に把持され
ると共に、その枝葉は切れ目なく表面を被覆し、
保護枠による土壌の安定と相俟つて、雨滴の衝撃
を防ぐと共に、浸入雨水による土壌の軟弱化によ
る下部への流亡を妨ぐことができ、また、切れ目
のない植生により景観的寄集が大きい。 Due to the characteristics of the material, when soil is introduced into the slope using the device of the present invention, it is sufficiently filled to the inside of the frame, so as the greening plants grow, their root hairs enter into the adjacent frame and coexist. Since it is not partitioned like other things, the entire slope is covered with a network of plant root hairs, and the soil particles are tightly gripped by these root hairs, and the branches and leaves cover the surface without any breaks.
Together with the stability of the soil provided by the protective frame, it is possible to prevent the impact of raindrops and prevent infiltrated rainwater from flowing downward due to softening of the soil.In addition, the continuous vegetation creates a large landscape. .
ホ 部材の構成材料が耐食性に優れているので耐
久力が長い。E. The material of the parts has excellent corrosion resistance, so it has long durability.
この保護枠を構成する素材である鋼線はアルミ
被覆が施されているので、土壌中での腐食につい
ては長年月の試験と数多くの実績によつてその耐
食性が認められ、また、土粒子の流失を防ぐため
のフイルターも、合成化学繊維で作られているの
で半永久的に腐ることはない。これらの材料によ
つて工場生産される保護枠の耐久力も永続的であ
る。 The steel wire, which is the material that makes up this protective frame, is coated with aluminum, so its corrosion resistance in the soil has been recognized through many years of testing and numerous achievements. The filter to prevent water from being washed away is also made of synthetic chemical fiber, so it will not rot permanently. The durability of factory-produced protective frames made of these materials is also permanent.
以上の特徴を有する本考案の法面客土の保護枠
は従来のものと異なり、植生基盤としての斜面客
土の保護材として非常に優れている。 The slope soil protection frame of the present invention having the above-mentioned features is different from conventional ones and is extremely excellent as a protection material for slope soil as a vegetation base.
実験によれば、傾斜角40゜、斜面長10m、火山
灰性(粘土率2.12)土質、降雨量108mm/日、9
mm/時、客土圧10cmにおいては表面の流失約8
mm、侵食率8%で、それ以下についての影響はほ
とんど見受けられず枠の歪みや変位は全く見られ
ず、侵食も枠を覆つていた2cmの客土表層に限ら
れ、その後の観測でも客土の流亡は表層にとどま
り、枠下に及ばないことがわかり、斜面客土は充
分に保護され、その効果は大きいものと思料す
る。 According to the experiment, the slope angle is 40°, the slope length is 10 m, the soil type is volcanic ash (clay ratio 2.12), and the rainfall is 108 mm/day.
mm/hour, surface runoff approximately 8 at earth pressure 10 cm
mm, the erosion rate was 8%, and there was almost no effect below that, and no distortion or displacement of the frame was observed.Erosion was limited to the 2cm surface layer of soil that covered the frame, and subsequent observations showed that It was found that the soil was washed away only on the surface layer and did not extend to the bottom of the frame, so we believe that the soil on the slope was sufficiently protected and had a great effect.
第1図は1部を省略した正面図、第2図は同上
の縦断面図、第3図は布設状態の略図的正面図、
第4図は同上の要部拡大図、第5図は布設状態の
他の実施例を示す正面図、第6図は布設状態の縦
断面図、第7図、第8図は同上の要部拡大図、第
9図は連結状態を説明する平面図である。
1……法面客土の保護枠、2……鋼線、3……
骨線、9……フイルター。
Fig. 1 is a front view with one part omitted, Fig. 2 is a vertical sectional view of the same as above, Fig. 3 is a schematic front view of the installed state,
Figure 4 is an enlarged view of the main parts of the same as above, Figure 5 is a front view showing another embodiment in the installed state, Figure 6 is a longitudinal sectional view of the installed state, and Figures 7 and 8 are the main parts of the same as above. The enlarged view and FIG. 9 are plan views illustrating the connected state. 1... Protective frame for slope soil, 2... Steel wire, 3...
Bone line, 9...filter.
Claims (1)
本の骨線を長手方向に平行に等間隔で配設する
と共に、帯状の耐蝕性フイルターを挿入したこ
とを特徴とする法面客土の保護枠。 2 耐蝕性鋼線の両端部を残して骨線を長手方向
に平行に等間隔で配設した請求項1記載の法面
客土の保護枠。[Claims for Utility Model Registration] 1. Three bone wires are arranged in parallel in the longitudinal direction at equal intervals inside a spirally wound corrosion-resistant steel wire, and a belt-shaped corrosion-resistant filter is inserted. A protective frame for sloped soil that is characterized by: 2. The slope soil protection frame according to claim 1, wherein the ribs are arranged parallel to the longitudinal direction at equal intervals, leaving both ends of the corrosion-resistant steel wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2701585U JPH0315630Y2 (en) | 1985-02-25 | 1985-02-25 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2701585U JPH0315630Y2 (en) | 1985-02-25 | 1985-02-25 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61146538U JPS61146538U (en) | 1986-09-10 |
JPH0315630Y2 true JPH0315630Y2 (en) | 1991-04-04 |
Family
ID=30523574
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2701585U Expired JPH0315630Y2 (en) | 1985-02-25 | 1985-02-25 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0315630Y2 (en) |
-
1985
- 1985-02-25 JP JP2701585U patent/JPH0315630Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS61146538U (en) | 1986-09-10 |
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