JPH0124199Y2 - - Google Patents
Info
- Publication number
- JPH0124199Y2 JPH0124199Y2 JP1983123376U JP12337683U JPH0124199Y2 JP H0124199 Y2 JPH0124199 Y2 JP H0124199Y2 JP 1983123376 U JP1983123376 U JP 1983123376U JP 12337683 U JP12337683 U JP 12337683U JP H0124199 Y2 JPH0124199 Y2 JP H0124199Y2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- concrete
- metal plate
- reinforcing frame
- perforated metal
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本考案は法面の崩壊防止のために埋め込まれる
法面補強枠に関する。[Detailed Description of the Invention] The present invention relates to a slope reinforcing frame embedded to prevent slope collapse.
第1図のように、路面Aの側部に法面Bがある
場合、この法面Bの崩壊を未然に防止するため
に、法面Bの地山G中に補強枠1を埋め込み、場
合によつては、補強枠1間に芝生等の草木Pを植
え込んでその緑化を図ることがある。 As shown in Figure 1, when there is a slope B on the side of the road surface A, in order to prevent the slope B from collapsing, a reinforcing frame 1 is embedded in the ground G of the slope B. Depending on the situation, plants P such as grass may be planted between the reinforcing frames 1 to make them greener.
従来、この種の補強枠は、工場生産されたコン
クリート製の枠体からなり、これを現地まで運び
現地においてこの枠体を、例えば格子状となるよ
うに地山中に埋め込んでいた。しかしながら、コ
ンクリート製の補強枠は、重くかつ取り扱いが不
便なために輸送コストが高くつくばかりでなく、
柔軟性が全くないので法面が凹凸状に波打つてい
て平坦でない場合には、補強枠を法面に沿つて敷
設することが困難であり、また、地山中に岩等の
障害物がある場合に、これらの障害物を迂回させ
て敷設することに困難があつた。従つて従来で
は、上記の場合に、大がかりな造成工事によつて
法面を整地してから補強枠を敷設するという不便
かつ不経済な方法が余儀なく採られていた。 Conventionally, this type of reinforcing frame consists of a concrete frame produced in a factory, which is transported to the site and embedded in the ground in the form of, for example, a grid. However, concrete reinforcing frames are not only heavy and inconvenient to handle, but also expensive to transport.
Because it has no flexibility, it is difficult to install the reinforcing frame along the slope if the slope is uneven and wavy, or if there are obstacles such as rocks in the ground. However, it was difficult to route around these obstacles. Therefore, conventionally, in the above case, the inconvenient and uneconomical method of leveling the slope through large-scale land preparation work and then laying the reinforcing frame has been unavoidably adopted.
本考案は以上の事情に鑑みてなされたもので、
法面の凹凸や地山中の障害物の有無にかかわら
ず、大がかりな造成工事を必要とすることなく法
面に沿つて良好に埋め込むことができ、しかも、
現地でのコンクリート打設によつて容易にその強
度の向上を図り得る補強枠を提供することを目的
とする。 This idea was made in view of the above circumstances.
Regardless of the unevenness of the slope or the presence of obstacles in the ground, it can be buried well along the slope without the need for large-scale preparation work, and
The purpose of the present invention is to provide a reinforcing frame whose strength can be easily improved by pouring concrete on-site.
以下、図示した実施例に従つて本考案を説明す
る。 Hereinafter, the present invention will be explained according to the illustrated embodiments.
第2図に例示されているように、補強枠1は、
ポリエチレン又はポリプロピレンその他の可撓性
を有する合成樹脂管2の管壁に軸線に沿つて開設
された開口部3に、有孔金属板4を設け、この有
孔金属板4の内面に透水性を有する布等のシート
材5を配設してなる。図示例において、開口部3
は合成樹脂管2の全管長に亘つて形成されてい
る。また、有孔金属板4は、第3図のように、例
えばエキスパンドメタルをプレスして平板状とし
たものが使用され、その両端部が合成樹脂管2の
開口縁部3aに埋め込まれている。有孔金属板4
は、後述するように、当該補強枠1内へコンクリ
ートを打設したときにそのコンクリート重量を支
持する目的を有するものであるから、該有孔金属
板4としては、上記したものの他に、ラス金網等
の使用が可能であり、その材質は鉄、アルミニウ
ムその他の剛性のある有孔板であれば良い。次
に、シート材5は、当該補強枠1内へ打設された
コンクリート中の余剰水分を枠外へ排出するため
のスクリーンとして作用するものであるから、透
水性を有することが必要であり、ガーゼ等の織布
やその他有機繊維や無機繊維からなる不織布等が
使用可能である。かかるシート材5は、上記有孔
金属板4の内面に密着して配設され、その両端部
が、第3図のように、合成樹脂管2の開口縁部3
a内面に熱融着又はアンカリング等の手法を用い
て固着される。亦金属板4の内面や合成樹脂管2
の開口縁部3aの内面に接着剤を用いて接着して
もよいことは言うまでもない。 As illustrated in FIG. 2, the reinforcing frame 1 is
A perforated metal plate 4 is provided in an opening 3 opened along the axis in the pipe wall of a synthetic resin pipe 2 having flexibility such as polyethylene or polypropylene, and the inner surface of this perforated metal plate 4 is made water permeable. A sheet material 5 made of cloth or the like is disposed. In the illustrated example, the opening 3
is formed over the entire length of the synthetic resin pipe 2. Further, as shown in FIG. 3, the perforated metal plate 4 is made of, for example, an expanded metal pressed into a flat plate shape, and both ends of the perforated metal plate 4 are embedded in the opening edge 3a of the synthetic resin pipe 2. . Perforated metal plate 4
As will be described later, the purpose of the perforated metal plate 4 is to support the weight of concrete when it is poured into the reinforcing frame 1. Therefore, in addition to the above-mentioned metal plates, laths may be used as the perforated metal plate 4. A wire mesh or the like can be used, and the material may be iron, aluminum or other rigid perforated plate. Next, since the sheet material 5 acts as a screen for discharging excess moisture in the concrete cast into the reinforcing frame 1 outside the frame, it is necessary to have water permeability. It is possible to use woven fabrics such as , nonwoven fabrics made of other organic fibers or inorganic fibers, and the like. The sheet material 5 is disposed in close contact with the inner surface of the perforated metal plate 4, and both ends thereof are connected to the opening edge 3 of the synthetic resin pipe 2, as shown in FIG.
a It is fixed to the inner surface using methods such as heat fusion or anchoring. In addition, the inner surface of the metal plate 4 and the synthetic resin pipe 2
Needless to say, it may be bonded to the inner surface of the opening edge 3a using an adhesive.
なお、第2図に示す合成樹脂管2の開口部3の
幅(開口幅)Lは、該開口部3を全管長に亘つて
形成したときには、合成樹脂管2の管周壁の10%
程度であることが望まれ、例えば、D=100φの
ときは、L≒30mmとすべきである。これは、合成
樹脂管2自体の強度、可撓性等を考慮した結果で
ある。 Note that the width (opening width) L of the opening 3 of the synthetic resin pipe 2 shown in FIG. 2 is 10% of the peripheral wall of the synthetic resin pipe 2 when the opening 3 is formed over the entire pipe length.
For example, when D=100φ, L should be about 30 mm. This is a result of considering the strength, flexibility, etc. of the synthetic resin pipe 2 itself.
以上説明した補強枠1は、従来のコンクリート
製のものに比べて軽量であるから、容易に現地ま
で運搬される。そして、現地では地山中に埋め込
まれ、例えば第4図のように、必要な継手(図示
せず)を使用して、その開口部3を下にして三角
格子状に枠組みされて法面Bに敷設される。この
場合、第5図aのように、法面Bが凹凸状に波打
つているときは、その可撓性を利用してその凹凸
面に沿うように蛇行させて地山に埋め込み、ま
た、同図bのように地山G中に岩等の障害物6が
あるときは、この障害物6を迂回するように蛇行
させて埋め込む。 The reinforcing frame 1 described above is lighter than conventional concrete frames, so it can be easily transported to the site. At the site, it is embedded in the ground, and as shown in Figure 4, it is framed in a triangular lattice shape with the opening 3 facing down using the necessary joints (not shown) and placed on the slope B. laid down. In this case, as shown in Figure 5a, when the slope B is undulating in an uneven manner, the flexibility of the slope B can be used to meander along the uneven surface and buried in the ground. When there is an obstacle 6 such as a rock in the ground G as shown in FIG.
こうして地山Gに埋め込まれた補強枠1には、
第6図のように、コンクリート7が打設される
が、打設されたコンクリート7の余剰水分は、同
図中矢印Wのように、透水性のあるシート材5及
び有孔金属板4の透孔4a(第3図参照)を通し
て地山G中へ排出されるので、コンクリート7は
補強枠1内で固まり、第7図のように、補強枠1
の補強芯として機能する。従つて補強枠1は、そ
れ自体大きな強度を有しない可撓性のものであつ
ても、その内部で柱状に固化したコンクリート7
によつて補強され、全体として法面Bの崩壊を防
ぐに十分な強度を有することになる。また、補強
枠1が経年によつて風化しても、その補強芯であ
るコンクリート7によつて大きな強度がそのまま
維持されるので、法面Bの補強効果が減じること
はなく、その場合の外観の低下は、法面Bに植え
付られた芝生等がコンクリート7の外周を覆つて
見えなくするから、問題にならない。 In this way, the reinforcing frame 1 embedded in the ground G has
As shown in Fig. 6, concrete 7 is poured, but the excess moisture in the cast concrete 7 is absorbed by the water-permeable sheet material 5 and the perforated metal plate 4, as shown by the arrow W in the figure. Since the concrete 7 is discharged into the ground G through the through hole 4a (see Fig. 3), it hardens within the reinforcing frame 1, and as shown in Fig. 7, the concrete 7 hardens within the reinforcing frame 1.
Functions as a reinforcing core. Therefore, even if the reinforcing frame 1 is flexible and does not have great strength, the concrete 7 that has hardened into a columnar shape inside the frame 1 is flexible.
The slope B as a whole has sufficient strength to prevent collapse. In addition, even if the reinforcing frame 1 weathers over time, its reinforcement core, the concrete 7, maintains its great strength, so the reinforcing effect of the slope B does not decrease, and the appearance The decrease in the slope B is not a problem because the lawn etc. planted on the slope B covers the outer periphery of the concrete 7 and makes it invisible.
以上詳述したように、本考案の補強枠は、その
合成樹脂管の可撓性を利用して蛇行状に容易に変
形できるから、法面に凹凸状の波打ちや地山中に
障害物があつても、法面に大ががりな造成工事を
施工することなく、良好に地山に埋め込み得、し
かも、それ自体の強度は小さくても現地でコンク
リートを打設して固化させることにより、全体と
して法面補強のための十分な強度をもつに至るの
で、実使用中の法面の補強効果は従来のコンクリ
ート製のものに比べて遜色ないものである。特に
本考案の補強枠は、合成樹脂等の管壁の一部を軸
線に沿つてただ単に網状に構成したものではな
く、上記管壁に設けられた軸線に沿う開口部に有
孔金属板を設けることによつて当該補強枠内へ打
設されたコンクリートの余剰水の排出機能を持た
せているから、開口部を設けたことによる管壁の
弱体化が有孔金属板の補強作用によつて防止さ
れ、同時に有孔金属板が上記コンクリートの重量
に十分に対抗し得る支持力を発揮し、コンクリー
トの重量による管壁の膨らみ等の変形を生じにく
い利点がある。また、軽量であるので、取り扱い
が容易であり、運搬コストが安くつく利点もあ
る。 As detailed above, the reinforcing frame of the present invention can be easily deformed into a meandering shape by utilizing the flexibility of the synthetic resin pipe, so it can be easily deformed into a meandering shape, so it can be easily deformed into a meandering shape. However, it can be embedded well into the ground without carrying out large-scale preparation work on the slope, and even if the strength of concrete itself is small, by pouring concrete on site and hardening it, the entire structure can be improved. As a result, it has sufficient strength for slope reinforcement, so its reinforcement effect on slopes in actual use is comparable to that of conventional concrete. In particular, the reinforcing frame of the present invention does not simply consist of a part of the tube wall made of synthetic resin, etc., arranged in a net shape along the axis line, but rather a perforated metal plate is formed in the opening along the axis line provided in the tube wall. By providing such openings, the excess water from the concrete poured into the reinforcement frame is drained, so that the weakening of the pipe wall due to the openings is prevented by the reinforcing action of the perforated metal plate. At the same time, the perforated metal plate exhibits a supporting force sufficient to withstand the weight of the concrete, and has the advantage that deformation such as bulging of the pipe wall due to the weight of the concrete is less likely to occur. Moreover, since it is lightweight, it is easy to handle and has the advantage of being inexpensive to transport.
第1図は法面に補強枠を埋め込んだ場合の外観
図、第2図は本考案実施例による補強枠の斜視
図、第3図は第2図のX−X線に沿う断面図、第
4図は埋め込み状態の説明用正面図、第5図aは
同説明用垂直断面図、同図bは同説明用水平断面
図、第6図はコンクリート打設初期の要部拡大断
面図、第7図は埋め込み完了後の一部を切欠いた
要部拡大斜視図である。
1……補強枠、2……合成樹脂管、3……開口
部、4……有効金属板、5……シート材、B……
法面。
Fig. 1 is an external view of the reinforcing frame embedded in the slope, Fig. 2 is a perspective view of the reinforcing frame according to the embodiment of the present invention, Fig. 3 is a sectional view taken along line X-X in Fig. 2, Figure 4 is an explanatory front view of the embedded state, Figure 5a is a vertical sectional view for the same explanation, Figure b is a horizontal sectional view for the same explanation, Figure 6 is an enlarged sectional view of the main part at the initial stage of concrete pouring, FIG. 7 is an enlarged perspective view of the main part with a part cut away after the embedding is completed. 1... Reinforcement frame, 2... Synthetic resin pipe, 3... Opening, 4... Effective metal plate, 5... Sheet material, B...
Law surface.
Claims (1)
軸線に沿う開口部に有孔金属板を設け、この有孔
金属板の内面に透水性を有するシート材を配設し
てなる法面補強枠。 A slope formed by providing a perforated metal plate in the opening along the axis of a pipe wall made of flexible synthetic resin, etc., and arranging a water-permeable sheet material on the inner surface of this perforated metal plate. Reinforcement frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12337683U JPS6032438U (en) | 1983-08-08 | 1983-08-08 | Slope reinforcement frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12337683U JPS6032438U (en) | 1983-08-08 | 1983-08-08 | Slope reinforcement frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6032438U JPS6032438U (en) | 1985-03-05 |
| JPH0124199Y2 true JPH0124199Y2 (en) | 1989-07-24 |
Family
ID=30281656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12337683U Granted JPS6032438U (en) | 1983-08-08 | 1983-08-08 | Slope reinforcement frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6032438U (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6032436U (en) * | 1983-08-02 | 1985-03-05 | タキロン株式会社 | Slope reinforcement frame members |
-
1983
- 1983-08-08 JP JP12337683U patent/JPS6032438U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6032438U (en) | 1985-03-05 |
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