JPH0432042Y2 - - Google Patents
Info
- Publication number
- JPH0432042Y2 JPH0432042Y2 JP1984085790U JP8579084U JPH0432042Y2 JP H0432042 Y2 JPH0432042 Y2 JP H0432042Y2 JP 1984085790 U JP1984085790 U JP 1984085790U JP 8579084 U JP8579084 U JP 8579084U JP H0432042 Y2 JPH0432042 Y2 JP H0432042Y2
- Authority
- JP
- Japan
- Prior art keywords
- layer
- foamed concrete
- concrete layer
- grass
- alc
- 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
- 239000011381 foam concrete Substances 0.000 claims description 32
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 244000025254 Cannabis sativa Species 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 10
- 230000001070 adhesive effect Effects 0.000 claims description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 239000003337 fertilizer Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000003415 peat Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000001768 carboxy methyl cellulose Substances 0.000 description 1
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 1
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は例えば地盤の法面等の強化層として有
用な芝地の構造に関するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a turf structure useful as a reinforcing layer for, for example, a slope of the ground.
地盤の法面の地崩れを防ぐためにコンクリート
層あるいは鉄鋼網を法面に被覆して強化すること
が行なわれている。鉄鋼網によつて強化する場合
には更に芝を植生してその根によつて地盤を強化
すると共に外観的に好ましい状態にする。しかし
ながらコンクリート層によつて強化する場合には
芝が植生せず外観的に問題がある。
In order to prevent landslides on the slope of the ground, the slope is reinforced by covering it with a concrete layer or steel mesh. When reinforcing with steel netting, grass is further grown to strengthen the ground with its roots and to make it visually appealing. However, if the concrete layer is used to strengthen the structure, grass will not grow and there will be problems in terms of appearance.
そこで従来ではピートモス、有機質繊維片、砂
利、保水剤、糊および水の混練物を補強枠内に充
填固形化し、この内部には遅効性固形肥料を埋設
した保水床ブロツクに植生を行なつた植生ブロツ
クを地盤の法面にアンカーで固定した構造が採ら
れている(実開昭59−23946号)。 Conventionally, a mixture of peat moss, organic fiber pieces, gravel, water retention agent, glue, and water was filled and solidified in a reinforcing frame, and a slow-release solid fertilizer was buried inside the water retention bed block, which was then planted with vegetation. A structure is adopted in which the block is fixed to the slope of the ground with an anchor (Utility Model Application No. 59-23946).
〔考案が解決しようとする問題点〕
しかしながら上記従来構造では補強枠が必要で
植生ブロツクの製造に手間がかゝる。また重量が
大で法面に該植生ブロツクを積み並べた場合、ア
ンカーで固定するまでに滑落の危険があると云う
大きな問題点があつた。法面に予めアンカーを設
けておいて該アンカーを植生ブロツクに設けた挿
通孔に挿通すれば植生ブロツクを積み並べると同
時に該植生ブロツクが該アンカーで固定される
が、このような方法では植生ブロツクの挿通孔と
アンカーとの位置合わせが極めて面倒で、殆ど非
現実的とも云える手間が掛かる。[Problems to be solved by the invention] However, the conventional structure described above requires a reinforcing frame, and it takes time and effort to manufacture the vegetation block. Another problem is that the vegetation blocks are heavy and if they are piled up on a slope, there is a risk of them slipping down before they can be secured with anchors. If an anchor is provided on the slope in advance and the anchor is inserted into an insertion hole provided in the vegetation block, the vegetation blocks are stacked and fixed with the anchor at the same time. The alignment of the insertion hole and the anchor is extremely troublesome and requires almost unrealistic effort.
本考案は上記従来の問題を解決してコンクリー
ト層にも芝を植生することが出来るようにするこ
とを目的とし、傾斜地盤面に接着モルタル層を介
して被覆される発泡コンクリート層と、該発泡コ
ンクリート層の内部に挿入される鉄鋼網と、該発
泡コンクリート層の地盤とにわたつて埋設され該
鉄鋼網と係合するアンカーと、該発泡コンクリー
ト層表面に植生される芝とからなることを骨子と
するものである。
The purpose of this invention is to solve the above-mentioned conventional problems and make it possible to grow grass on the concrete layer. The main feature is that it consists of a steel net inserted into the layer, an anchor buried across the ground of the foamed concrete layer and engaged with the steel net, and grass grown on the surface of the foamed concrete layer. It is something to do.
発泡コンクリート層3は軽量でありかつ外面が
粗であるから、接着モルタル層2が該発泡コンク
リート層3の外面に食い込み、傾斜地盤面1Aに
おいても発泡コンクリート層3は該接着モルタル
層2により強固に固定される。更に該発泡コンク
リート層3には鉄鋼網4が補強されているから、
発泡コンクリート層3の亀裂や割れが防止され、
かつ亀裂や割れが発生しても全体的な発泡コンク
リート層3の崩壊は阻止される。そして更にアン
カー5で固定した場合該鉄鋼網4が該アンカー5
と係合して発泡コンクリート層3の滑落は完全に
阻止される。
Since the foamed concrete layer 3 is lightweight and has a rough outer surface, the adhesive mortar layer 2 bites into the outer surface of the foamed concrete layer 3, and the foamed concrete layer 3 is firmly fixed by the adhesive mortar layer 2 even on the sloped ground surface 1A. be done. Furthermore, since the foamed concrete layer 3 is reinforced with a steel net 4,
Cracking and splitting of foamed concrete layer 3 is prevented,
Moreover, even if cracks or cracks occur, the entire foamed concrete layer 3 is prevented from collapsing. When further fixed with an anchor 5, the steel net 4 is fixed with the anchor 5.
The foamed concrete layer 3 is completely prevented from sliding down.
そこで本考案の構成ではアンカー5による固定
前でも該発泡コンクリート層3を接着モルタル層
2によつて傾斜地盤面1Aに強固に固定しておけ
ば、アンカー5による固定作業において発泡コン
クリート層3の滑落の危険が殆どなくなるのであ
る。 Therefore, in the configuration of the present invention, if the foamed concrete layer 3 is firmly fixed to the slope ground surface 1A by the adhesive mortar layer 2 even before fixing with the anchors 5, the foamed concrete layer 3 can be prevented from slipping during the fixing work with the anchors 5. The danger is almost eliminated.
該発泡コンクリート層3は通気抱水性を有する
ので、芝6の根が層内に順調に繁殖することが出
来、また上記したように該発泡コンクリート層3
は鉄鋼網4によつて補強されているから、芝6の
根圧による破壊も確実に防止される。 Since the foamed concrete layer 3 has a permeable water-holding property, the roots of the grass 6 can propagate smoothly within the layer, and as described above, the foamed concrete layer 3
Since it is reinforced by the steel net 4, damage caused by the root pressure of the grass 6 is reliably prevented.
本考案を第1図に示す一実施例によつて以下に
詳細に説明を行なう。図において1は傾斜地盤面
1Aを有する地盤であり、該傾斜地盤面1A上に
まず発泡コンクリート層であるALC層3が接着
モルタル層2を介して被覆される。該ALC層3
には種子床としてピートモス等の繊維もしくは木
質材粉末、吸水性高分子、肥料等を混合してもよ
い。この場合ALC層3は軽量でありかつその外
面は粗であるから接着モルタル層2はALC層3
の裏面に食い込んだ状態となり、ALC層3は接
着モルタル層2によつて傾斜地盤面1Aに強固に
固定される。該ALC層3内には鉄鋼網4が内挿
され更にALC層3と地盤1とにわたつてアンカ
ー5が埋設される。該アンカー5は鉄鋼網4の網
目を貫通し該鉄鋼網4に係合し、該発泡コンクリ
ート層であるALC層3の滑落を完全に阻止する。
鉄鋼網4には所望なれば電流を通じて加熱しても
よい。その場合アンカー5の柄5Aはプラスチツ
ク、セラミツク等の絶縁体で形成する。該ALC
層3表面に芝6が植生される。ALC層3表面に
芝6を植生するには酢酸ビニルエマルジヨン、ア
クリル樹脂エマルジヨン、スチレン−ブタジエン
ゴムラテツクス、ポリアクリル酸ソーダ、ポリビ
ニルアルコール、カルボキシメチルセルロース等
の接着剤と芝の種子とを混合し、所望なればこれ
に肥料等を添加してなる混合物をALC層3表面
に吹付ける方法をとるのが一般的である。このよ
うにして植生された芝6はALC層3の内の気泡
内に根を繁殖させて成長する。この時芝6の根圧
によるALC層3の破壊は鉄鋼網4によつて防止
される。
The present invention will be explained in detail below using an embodiment shown in FIG. In the figure, reference numeral 1 indicates a ground having a sloped ground surface 1A, and an ALC layer 3, which is a foamed concrete layer, is first coated on the sloped ground surface 1A via an adhesive mortar layer 2. The ALC layer 3
Fibers such as peat moss or wood powder, water-absorbing polymers, fertilizers, etc. may be mixed into the seed bed. In this case, since the ALC layer 3 is lightweight and has a rough outer surface, the adhesive mortar layer 2 is attached to the ALC layer 3.
The ALC layer 3 is firmly fixed to the inclined ground surface 1A by the adhesive mortar layer 2. A steel net 4 is inserted into the ALC layer 3, and an anchor 5 is buried between the ALC layer 3 and the ground 1. The anchors 5 penetrate through the mesh of the steel net 4 and engage with the steel net 4, completely preventing the ALC layer 3, which is the foamed concrete layer, from sliding down.
The steel mesh 4 may be heated by electrical current if desired. In that case, the handle 5A of the anchor 5 is made of an insulating material such as plastic or ceramic. The ALC
Grass 6 is grown on the surface of layer 3. To grow grass 6 on the surface of ALC layer 3, adhesives such as vinyl acetate emulsion, acrylic resin emulsion, styrene-butadiene rubber latex, sodium polyacrylate, polyvinyl alcohol, and carboxymethyl cellulose are mixed with grass seeds. It is common practice to spray a mixture prepared by adding fertilizer or the like onto the surface of the ALC layer 3, if desired. The grass 6 planted in this manner grows by propagating roots within the air bubbles within the ALC layer 3. At this time, destruction of the ALC layer 3 due to the root pressure of the grass 6 is prevented by the steel net 4.
上記実施例以外、本考案の芝地に用いられる発
泡コンクリート層としてはALC以外にセメント
スラリー中に発泡剤を加えておき型わくに注入し
て発泡硬化させた発泡コンクリート、起泡剤によ
つてセメントスラリーを起泡させこれを型わくに
注入し硬化させた起泡コンクリート等が含まれ
る。本実施例のALC層のような発泡コンクリー
ト層を傾斜地盤面強化層として用いると気泡によ
る保温性のために地盤1の傾斜地盤面1A付近の
凍結が防止され、更に軽量のため自重によるせん
断力が小さく、また前記したように発泡コンクリ
ート層外面が粗であるために接着モルタル層2が
発泡コンクリート層裏面に食い込んだ状態とな
り、アンカー5による固定前でも傾斜地盤面1A
から滑落しにくいのでアンカー5による固定作業
を極めて安全に行なうことが出来る。 Other than the above-mentioned examples, the foamed concrete layer used for the lawn of the present invention may be foamed concrete made by adding a foaming agent to cement slurry in addition to ALC, injected into a mold frame, and foamed and hardened. This includes foamed concrete, which is made by foaming cement slurry, pouring it into molds, and hardening it. When a foamed concrete layer like the ALC layer in this example is used as a slope ground surface reinforcement layer, freezing in the vicinity of the slope ground surface 1A of the ground 1 is prevented due to the heat retention by air bubbles, and furthermore, the shear force due to its own weight is small due to its light weight. In addition, as mentioned above, since the outer surface of the foamed concrete layer is rough, the adhesive mortar layer 2 digs into the back surface of the foamed concrete layer, and even before fixing with the anchors 5, the sloped ground surface 1A
Since it is difficult to slip down from the anchor 5, fixing work using the anchor 5 can be performed extremely safely.
上記したように本考案においては芝を植生した
発泡コンクリート層によつて傾斜地盤面を被覆す
るから、地盤が強化されるとともに外観的に好ま
しい状態となる。そして該発泡コンクリート層は
通気抱水性を有するから、芝は順調に生育するこ
とが出来る。更に該発泡コンクリート層は軽量か
つ外面が粗であるからアンカーによる固定前でも
接着モルタル層によつて該発泡コンクリート層は
傾斜地盤面に強固に固定され、大型の発泡コンク
リート層であつてもアンカー固定作業を安全かつ
円滑に進めることが出来る。その上該発泡コンク
リート層は鉄鋼網で補強されているから芝の根圧
等によつて破壊されるおそれもなく、かつアンカ
ーは該鉄鋼網に係合して確実な発泡コンクリート
層の固定が行なわれるのである。
As described above, in the present invention, the sloped ground surface is covered with a foamed concrete layer covered with grass, which strengthens the ground and provides a favorable appearance. Since the foamed concrete layer has breathable and water-retaining properties, grass can grow smoothly. Furthermore, since the foamed concrete layer is lightweight and has a rough outer surface, the foamed concrete layer is firmly fixed to the sloped ground surface by the adhesive mortar layer even before fixing with anchors, making anchoring work easy even for large foamed concrete layers. can proceed safely and smoothly. Furthermore, since the foamed concrete layer is reinforced with a steel net, there is no risk of it being destroyed by the root pressure of grass, etc., and the anchors engage with the steel net to securely fix the foamed concrete layer. It is possible.
かくして本考案では大型の芝地を能率的に製造
することも容易となり、傾斜地盤面の強化作業が
大巾に合理化されるのである。 In this way, the present invention makes it easy to efficiently manufacture large-scale lawns, and greatly streamlines the work to strengthen sloped ground surfaces.
第1図は本考案の一実施例の断面図である。
図中、1……ALC層、4……鉄鋼網、6……
芝。
FIG. 1 is a sectional view of an embodiment of the present invention. In the figure, 1...ALC layer, 4...steel mesh, 6...
Turf.
Claims (1)
る発泡コンクリート層と、該発泡コンクリート層
の内部に挿入される鉄鋼網と、該発泡コンクリー
ト層の地盤とにわたつて埋設され該鉄鋼網と係合
するアンカーと、該発泡コンクリート層表面に植
生される芝とからなることを特徴とする芝地の構
造。 A foamed concrete layer that is coated on a sloped ground surface via an adhesive mortar layer, a steel mesh that is inserted into the foamed concrete layer, and is buried across the ground of the foamed concrete layer and engages with the steel mesh. A lawn structure comprising an anchor and grass grown on the surface of the foamed concrete layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8579084U JPS612034U (en) | 1984-06-08 | 1984-06-08 | lawn |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8579084U JPS612034U (en) | 1984-06-08 | 1984-06-08 | lawn |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS612034U JPS612034U (en) | 1986-01-08 |
JPH0432042Y2 true JPH0432042Y2 (en) | 1992-07-31 |
Family
ID=30636501
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8579084U Granted JPS612034U (en) | 1984-06-08 | 1984-06-08 | lawn |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS612034U (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5650921A (en) * | 1979-09-17 | 1981-05-08 | Du Pont | Fiberrforming polyester copolymer |
-
1984
- 1984-06-08 JP JP8579084U patent/JPS612034U/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5650921A (en) * | 1979-09-17 | 1981-05-08 | Du Pont | Fiberrforming polyester copolymer |
Also Published As
Publication number | Publication date |
---|---|
JPS612034U (en) | 1986-01-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100507163C (en) | Method and equipment for protecting and greening side slope | |
JPH0432042Y2 (en) | ||
JP2775074B2 (en) | Vegetation base | |
JP3183854B2 (en) | Slope protection composition and slope protection method | |
CN109122062A (en) | A kind of construction method on afforestation lawn | |
JPH05321263A (en) | Tree-planting method for slope or rock surface | |
CN114457816B (en) | Ecological integrated cast-in-place concrete slope protection and nutrient geotechnical cloth construction method | |
JPH0759162B2 (en) | Vegetation | |
JP3574897B2 (en) | Vegetation base | |
JP3811837B2 (en) | Greening base material and greening method using the same | |
JPH02197620A (en) | Tree-planting concreting work | |
JP2005120660A (en) | Vegetation retaining wall and its construction method | |
JP3406565B2 (en) | Method of pouring slurry into porous material layer for slope stabilization | |
JP2002054147A (en) | Greening concrete block | |
JPS5820336B2 (en) | Plant greening method | |
JPS62121233A (en) | Method of tree-planting on slope | |
JPH06158665A (en) | Method for developing vegetation base | |
JPH0734472A (en) | Greening and greening form | |
KR0142630B1 (en) | Turf planting method for a slope securing | |
JPH0363316A (en) | Block for plantation | |
JP2001333633A (en) | Method for cultivating moss and moss cultivation material | |
JPH04143318A (en) | Protecting structure of inclined ground surface | |
CN116791636A (en) | Ecological slope protection system and forming method thereof | |
JPH11172681A (en) | Form made of cloth for slope planting and slope planting method using the same | |
JPH11280040A (en) | Civil engineering structure, unit for civil engineering structure, and construction method for civil engineering structure |