JP2006002435A - Slope reinforcing technique - Google Patents

Slope reinforcing technique Download PDF

Info

Publication number
JP2006002435A
JP2006002435A JP2004179787A JP2004179787A JP2006002435A JP 2006002435 A JP2006002435 A JP 2006002435A JP 2004179787 A JP2004179787 A JP 2004179787A JP 2004179787 A JP2004179787 A JP 2004179787A JP 2006002435 A JP2006002435 A JP 2006002435A
Authority
JP
Japan
Prior art keywords
slope
panel
net
wall face
face 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.)
Pending
Application number
JP2004179787A
Other languages
Japanese (ja)
Inventor
Kazuya Sato
和彌 佐藤
Tetsuo Matsushita
哲夫 松下
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2004179787A priority Critical patent/JP2006002435A/en
Publication of JP2006002435A publication Critical patent/JP2006002435A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide slope reinforcing technique for enabling easy construction without possible fall-off of a wall face material covering a slope after reinforced and ground subsidence and maintenance work after constructed. <P>SOLUTION: The slope reinforcing technique comprises laying resin foam blocks 2 in multiple layers inside the wall face material 1 and placing a netted sheet 3 between the resin foam block layers and fixing the netted sheet at one end to the wall face material 1 or/and to a fitting connecting the wall face material 1. It is acceptable that window portions are provided in the wall face material 1 for slope planting or a solar power generation panel is mounted thereon. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、山の斜面および道路や線路を敷設するために盛り土した斜面、宅地や公園等の造成のために削った丘陵の斜面など、通常、法面(のりめん)と呼ばれる面を補強する工法に関する。   The present invention reinforces a surface that is usually called a slope, such as a slope of a mountain, a slope that has been embanked for laying a road or a track, or a slope of a hill that has been cut to create a residential land or a park. Concerning construction method.

山や丘陵の一面を削り取っただけの法面は、そのままでは雨水による崩壊のおそれがあり、また、落石事故が発生する危険がある。従って、何らかの手段で補強して崩壊や落石等を防止する必要がある。   Slopes that have just been cut away from one side of a mountain or hill may be destroyed by rainwater and may cause a rockfall accident. Therefore, it is necessary to reinforce by some means to prevent collapse or falling rocks.

法面補強には、ネットによる被覆やコンクリートによる被覆が多用されてきた。しかし、ネットでは補強効果が乏しく、落石防止の効果も小さい。一方、コンクリート被覆は工事費が嵩み、しかも仕上がり面の美観に欠ける。そこで、近年は、工場生産されたパネル状の壁面材を張って補強する工法が採用されつつある。この壁面材として、メッシュ状や格子状のパネルを使用すれば、壁面に植栽して緑化することも可能である。   For slope reinforcement, net coating and concrete coating have been used frequently. However, the net has a poor reinforcement effect and a small rock fall prevention effect. On the other hand, the concrete coating has a high construction cost and lacks the finished appearance. Therefore, in recent years, a construction method in which a panel-like wall material produced in a factory is stretched and reinforced is being adopted. If a mesh-like or lattice-like panel is used as this wall surface material, it can be planted on the wall surface and greened.

特許文献1には、壁面緑化パネルを用いる工法の発明が開示されている。その工法の特徴は、壁面材であるパネルの内側に充填する盛り土の中に補強材(ネット)を敷設し、その一端をパネルに固定してパネルの脱落を防止する点にある。   Patent Document 1 discloses an invention of a construction method using a wall surface greening panel. The feature of the construction method is that a reinforcing material (net) is laid in the embankment filling the inside of the panel, which is a wall material, and one end thereof is fixed to the panel to prevent the panel from falling off.

特開2003−213689号公報 上記特許文献1の工法は、壁面パネルによって土砂の崩壊が完全に防止され、しかも法面の緑化もできる画期的な工法である。しかし、この工法には次のような難点がある。即ち、パネルの内側に充填されるのが土砂であるために、パネルに圧力(土圧)が作用する。従って、たとえパネルが土砂の中に敷設された補強材(ネット)で支えられていても、法面の高さが高い場合や、傾斜が急な場合は、パネルの安定性が損なわれ、部分的に脱落したり隙間が生じたりして法面の一部が崩落するおそれがある。また、パネルの内側に充填された土砂は、雨水や振動の影響で時間が経つにつれて沈下するという問題もある。JP, 2003-213689, A The construction method of the above-mentioned patent documents 1 is an epoch-making construction method in which the collapse of earth and sand is completely prevented by the wall surface panel, and also the slope can be greened. However, this method has the following difficulties. That is, since it is earth and sand that fills the inside of the panel, pressure (earth pressure) acts on the panel. Therefore, even if the panel is supported by a reinforcing material (net) laid in the earth and sand, if the slope is high or the slope is steep, the stability of the panel will be impaired, There is a risk that some of the slope will collapse due to falling off or a gap. In addition, the earth and sand filled inside the panel also has a problem that it sinks over time due to the influence of rainwater and vibration.

本発明の目的は、補強工事を簡易に行うことができ、補強後の法面を覆う壁面材が安定して脱落するおそれがなく、しかも、施工後の地盤沈下がなくメンテナンスの手間のかからない法面補強工法を提供することにある。   The purpose of the present invention is a method that can easily perform reinforcement work, there is no risk of the wall material covering the slope after reinforcement being stably dropped, and there is no ground subsidence after construction, so that maintenance work is not required. The purpose is to provide a surface reinforcement method.

本発明の要旨は、下記(1)〜(3)の法面補強工法にある。   The gist of the present invention resides in the slope reinforcing method (1) to (3) below.

(1)法面を壁面材で覆う法面補強工法であって、壁面材の内側に発泡樹脂ブロックを多層に積み重ねること、および発泡樹脂ブロックの層の間にネット状シートを敷設し、そのネット状シートの一端を上記の壁面材または/および壁面材を連結する金具に固着することを特徴とする法面補強工法。   (1) A slope reinforcement method for covering a slope with a wall material, in which foam resin blocks are stacked in multiple layers on the inside of the wall material, and a net-like sheet is laid between the foam resin block layers. A slope reinforcing method characterized in that one end of a sheet is fixed to the wall material or / and a metal fitting connecting the wall material.

(2)一部に植生部を備えた壁面材を用いることを特徴とする上記(1)の法面補強工法。   (2) The slope reinforcing method according to (1) above, wherein a wall material provided with a vegetation part in part is used.

(3)一部に太陽光発電パネルを備えた壁面材を用いることを特徴とする上記(1)または(2)の法面補強工法。   (3) The slope reinforcing method according to (1) or (2) above, wherein a wall material provided with a solar power generation panel in part is used.

上記の工法によれば、壁面材の内側に置かれるものが軽量の発泡樹脂ブロックであるから、壁面材に作用する外向きの圧力はほとんど無くなる。しかも、その壁面材はネット状のシートに固定されているから、脱落するおそれがない。また、発泡樹脂ブロックは工場で生産したものを使用できるので、土砂を搬送して充填する作業に較べれば工事はきわめて効率的である。   According to the above-described construction method, since what is placed inside the wall surface material is a lightweight foamed resin block, there is almost no outward pressure acting on the wall surface material. And since the wall surface material is being fixed to the net-like sheet | seat, there is no possibility of dropping off. In addition, since the foamed resin block produced at the factory can be used, the construction is very efficient compared to the work of transporting and filling earth and sand.

さらに、発泡樹脂ブロックの多層積み構造は、後に沈下することもないから、工事完了後のメンテナンスが軽減される。壁面材として植生部を有するものを使用すれば、法面の緑化もでき、太陽光発電パネルを備えたものを用いれば、得られた電力を照明等に利用することもできる。   Furthermore, since the multi-layered structure of foamed resin blocks does not sink later, maintenance after completion of construction is reduced. If a material having a vegetation portion is used as the wall material, the slope can be greened, and if a solar power generation panel is used, the obtained electric power can be used for lighting or the like.

図1は、本発明の工法の一例を概念的に説明するための縦断面図である。図において、壁面材(以下、パネルと記す)1は、法面に多数個が貼り付けられる。パネル1の内側(背面側)には発泡樹脂ブロック2が積まれている。そして、これらの発泡樹脂ブロックの層の間には、ネット状シート3が挟み込まれていて、その左端部はパネル1に固着されている。   FIG. 1 is a longitudinal sectional view for conceptually explaining an example of the construction method of the present invention. In the figure, a large number of wall materials (hereinafter referred to as panels) 1 are attached to the slope. A foamed resin block 2 is stacked on the inner side (back side) of the panel 1. A net-like sheet 3 is sandwiched between these foamed resin block layers, and the left end thereof is fixed to the panel 1.

パネル1の最下端は、基礎コンクリート8の上に設置された基礎部材4に固定される。また、上端部には、ガードレールを取り付けるポール6等を埋めるコンクリートを打設してもよい。発泡樹脂ブロックの最上段の上には植栽用の盛り土7を置いてもよいし、コンクリート等で舗装してもよい。   The lowermost end of the panel 1 is fixed to the foundation member 4 installed on the foundation concrete 8. Moreover, you may cast concrete which burys pole 6 etc. which attach a guardrail to an upper end part. The embankment 7 for planting may be placed on the uppermost stage of the foamed resin block, or may be paved with concrete or the like.

上記の構造が本発明の工法で構築される法面の基本構造の一つである。   The above structure is one of the basic structures of the slope constructed by the construction method of the present invention.

図2は、発泡樹脂ブロックの形状例を示す斜視図である。(a)は長さ中央部に溝21のあるもの、(b)は2個の同形の窪み22を有するものである。サイズの一例を示すと、Wが1000mm、Lが2000mm、Hが400〜500mmである。(a)図の溝21は、深さ5〜50mm、幅(w)が200〜900mm程度でよい。(b)図の窪み22は、一辺が200mmから900mmで深さが5〜50mm程度のものである。もちろん、ブロックのサイズはこれに限られない。   FIG. 2 is a perspective view showing a shape example of the foamed resin block. (A) has a groove 21 at the center of the length, and (b) has two recesses 22 having the same shape. As an example of the size, W is 1000 mm, L is 2000 mm, and H is 400 to 500 mm. (A) The groove 21 in the figure may have a depth of 5 to 50 mm and a width (w) of about 200 to 900 mm. (B) The depression 22 in the figure has a side of 200 mm to 900 mm and a depth of about 5 to 50 mm. Of course, the block size is not limited to this.

図2の(c)に示すのは、上下面が平滑で端辺が段状になったものである。即ち、一方の端辺には下に突出部23があり、他の端片には上に突出部24がある。そして、二点鎖線で示すように、他のブロックを併設したとき、突出部が重なり合うように、それぞれの突出部の高さおよび幅を同じにしてある。   In FIG. 2C, the upper and lower surfaces are smooth and the edges are stepped. That is, one end side has a projecting portion 23 below, and the other end piece has a projecting portion 24 above. And as shown with a dashed-two dotted line, the height and width | variety of each protrusion part are made the same so that a protrusion part may overlap when another block is provided side by side.

図2の(a)および(b)に示すように溝や窪みを設けるのは、発泡樹脂ブロックの上にネット状シートを置いた後、溝または窪みに土砂を入れるか、またはセメントを充填してその部分でのネット状シートとブロックとの摩擦を大きくするためである。それによって、ネット状シートの長さを短くしても、また、ネット状シートの敷設ピッチを大きくしても、十分なパネル保持の効果が得られる。   As shown in FIGS. 2 (a) and 2 (b), grooves and depressions are provided by placing a net-like sheet on a foamed resin block and then putting earth or sand into the grooves or depressions or filling with cement. This is to increase the friction between the net-like sheet and the block at the lever portion. Thereby, even if the length of the net-like sheet is shortened or the laying pitch of the net-like sheet is increased, a sufficient panel holding effect can be obtained.

発泡樹脂ブロックの形状は上記の目的に適うものであればよいので、図2に示すものに限られない。例えば、表面に粗い凹凸をつけてネット状シートとの摩擦を更に大きくしてもよい。また、例えば図2の(c)に示すブロックの場合は、図3に示すように、その上にセメントを流してネット状シート3を薄いコンクリート層31の中に埋め込むようにしてもよい。   The shape of the foamed resin block is not limited to that shown in FIG. For example, the surface may be roughened to further increase the friction with the net-like sheet. Further, for example, in the case of the block shown in FIG. 2 (c), the net-like sheet 3 may be embedded in the thin concrete layer 31 by flowing cement thereon as shown in FIG.

発泡樹脂ブロックは、発泡スチレン系合成樹脂のブロックであることが望ましい。これは、経時変化がほとんどなく、施工時に任意の形状に切断加工するのも容易である。   The foamed resin block is preferably a foamed styrene synthetic resin block. This hardly changes over time and can be easily cut into an arbitrary shape during construction.

ネット状シートとしては、ナイロン(商品名)繊維、アラミド繊維、アクリル系、ポリエステル系、ポリエチレン系等の合成繊維のような耐食性に優れ、強度の高い繊維で作製したネットが使用できる。ネットを構成する縦糸、横糸の太さ、およびメッシュ(編み目)の大きさは、施工する法面の傾斜や高さ等に応じて選定すればよい。   As the net-like sheet, a net made of high-strength fibers having excellent corrosion resistance such as synthetic fibers such as nylon (trade name) fiber, aramid fiber, acrylic, polyester, and polyethylene can be used. What is necessary is just to select the warp which comprises a net | network, the thickness of a weft, and the magnitude | size of a mesh (knitting) according to the inclination of the slope of construction, height, etc.

図4は、パネル(外壁材)の一例を示す図であり、(a)は側面図、(b)は正面図である。このパネルは、コンクリート製の外枠41の中に網目状の窓部42がある。サイズは、取り扱いの容易さや施工条件に応じて任意に選択すればよいが、例えば、Lが1〜2m、Wが0.5〜1m、tが約140mmで、中空部42は一辺が0.4〜0.8m程度である。   4A and 4B are diagrams illustrating an example of a panel (outer wall material), where FIG. 4A is a side view and FIG. 4B is a front view. This panel has a mesh-like window portion 42 in a concrete outer frame 41. The size may be arbitrarily selected according to ease of handling and construction conditions. For example, L is 1 to 2 m, W is 0.5 to 1 m, t is about 140 mm, and the hollow portion 42 has a side of 0.4 to 0.8 m. Degree.

窓部42は、そこに種子を埋めた布状シート等を張って植生し、法面を緑化するためのものである。この窓部には、太陽光発電パネルを取り付けてもよい。日当たりのよい法面であれば、照明用等には十分な電力が得られる。なお、緑化や太陽光発電を要しない場合は、窓部を設ける必要はない。   The window portion 42 is used for planting a cloth-like sheet or the like in which seeds are buried to green the slope. You may attach a solar power generation panel to this window part. If the slope is sunny, sufficient power can be obtained for lighting. In addition, when greening or photovoltaic power generation is not required, it is not necessary to provide a window part.

図4に示すパネルには、ピン孔43が所要個数設けてある。これにピンを挿入して多数のパネルを連結することができる。最下段のパネルは、基礎部材4に同じくピンで固定すればよい。   A required number of pin holes 43 are provided in the panel shown in FIG. A number of panels can be connected by inserting pins. The lowermost panel may be similarly fixed to the base member 4 with pins.

ネット状シートをパネルに固着するには、パネルに設けたフック44にネット状シートの端部を引っかけてもよいし、上下のパネルの間にネット状シートの端部を挟んでから前記のピンでパネルを連結してもよい。   In order to fix the net-like sheet to the panel, the end of the net-like sheet may be hooked on the hook 44 provided on the panel, or the end of the net-like sheet is sandwiched between the upper and lower panels and the pin is The panels may be connected with each other.

複数のパネルの連結は、上記のピンによる方法の他に、連結用金具を用いて行うこともできる。例えば、パネル2の四隅のボルト挿入孔を設けておき、連結用金具にボルト・ナットで固定し、上下左右のパネルをつないでいく方法が採用できる。この場合は、ネット状シートの端部を、この連結金具に固定することができる。   The connection of a plurality of panels can be performed by using a connecting metal fitting in addition to the method using the pins. For example, it is possible to employ a method in which bolt insertion holes at the four corners of the panel 2 are provided, the bolts and nuts are fixed to the connecting bracket, and the upper, lower, left and right panels are connected. In this case, the end of the net-like sheet can be fixed to the connecting metal fitting.

図5は、図1に示した法面構造の一部の拡大図である。図示のように、発泡樹脂ブロック3は相互にπ形や櫛形の連結具51でつないで、横方向のズレを防止するのが望ましく、さらに連結具の足を長くして上下のパネル層の横方向へのズレを防止するのがよい。なお、パネルを配設するときには上下の層の継ぎ目部分が一線にならないようにするのが望ましい。   FIG. 5 is an enlarged view of a part of the slope structure shown in FIG. As shown in the figure, it is desirable that the foamed resin blocks 3 are connected to each other by a π-shaped or comb-shaped connector 51 to prevent lateral displacement. It is better to prevent displacement in the direction. When the panel is disposed, it is desirable that the joint portions of the upper and lower layers are not aligned.

発泡樹脂ブロックの左端部は、パネル1に密着させてもよいが、パネルが窓部のある植栽用のものである場合には、図5に示すように、端部に土52を入れておくのがよい。   The left end of the foamed resin block may be in close contact with the panel 1, but when the panel is for planting with a window, soil 52 is placed at the end as shown in FIG. It is good to leave.

本発明の工法によれば、法面保護の施工が効率的に実施できる。発泡樹脂のブロックは軽量である上に、変形し難いから、外壁材(パネル)に外向きの圧力を及ぼすことがほとんどない。しかも、パネルは、発泡樹脂ブロックの層間に挟まれたネット状のシートに固着されているので内側に引っ張られた状態にあり、法面が急勾配であっても、パネルが脱落するおそれがない。従って、垂直面はもちろん、任意の傾斜角の傾斜面に本発明工法を適用することができる。しかも、施工後の補修等のメンテナンス作業も軽減される。   According to the construction method of the present invention, it is possible to efficiently implement slope protection. The foamed resin block is lightweight and hardly deforms, and therefore hardly exerts outward pressure on the outer wall material (panel). Moreover, since the panel is fixed to the net-like sheet sandwiched between the layers of the foamed resin block, the panel is pulled inward, and even if the slope is steep, there is no risk of the panel falling off. . Therefore, the construction method of the present invention can be applied to an inclined surface having an arbitrary inclination angle as well as a vertical surface. Moreover, maintenance work such as repair after construction is also reduced.

壁面材(パネル)として、窓部を設けたものを使用すれば、そこに植生用シートや太陽光発電パネルを取り付けて、壁面緑化や発電もできるので、環境保全や省エネルギーにも寄与できる。   If a wall surface material (panel) having a window portion is used, a vegetation sheet or a solar power generation panel can be attached to the wall material to produce a wall surface or to generate power, thereby contributing to environmental conservation and energy saving.

本発明の法面補強工法の一例を説明する縦断面図である。It is a longitudinal cross-sectional view explaining an example of the slope reinforcing method of this invention. 発泡樹脂ブロックの形状例を示す斜視図である。It is a perspective view which shows the example of a shape of a foamed resin block. 発泡樹脂ブロックの層の間にネット状シートを挟む態様の一つを示す縦断面図である。It is a longitudinal cross-sectional view which shows one of the aspects which pinch | interpose a net-like sheet between the layers of a foamed resin block. パネル(外壁材)の一例を示す図である。It is a figure which shows an example of a panel (outer wall material). 図1に示した法面構造の一部の拡大図である。It is a one part enlarged view of the slope structure shown in FIG.

符号の説明Explanation of symbols

1・・・外壁材(パネル)
2・・・発泡樹脂ブロック
3・・・ネット状シート
4・・・基礎部材
5・・・コンクリート
6・・・ガードレールのポール
7・・・盛り土または舗装
8・・・基礎コンクリート
21・・・溝
22・・・窪み
31・・・コンクリート層
41・・・枠
42・・・溝
43・・・ピン挿入孔
44・・・フック
51・・・ブロック連結具
1 ... Outer wall material (panel)
2 ... Foamed resin block 3 ... Net-like sheet 4 ... Foundation member 5 ... Concrete 6 ... Guardrail pole 7 ... Filling or paving 8 ... Foundation concrete
21 ... Groove
22 ... depression
31 ... Concrete layer
41 ... Frame
42 ... Groove
43 ・ ・ ・ Pin insertion hole
44 ... Hook
51 ・ ・ ・ Block connector

Claims (3)

法面を壁面材で覆う法面補強工法であって、壁面材の内側に発泡樹脂ブロックを多層に積み重ねること、および発泡樹脂ブロックの層の間にネット状シートを敷設し、そのネット状シートの一端を上記の壁面材または/および壁面材を連結する金具に固着することを特徴とする法面補強工法。   A slope reinforcement method for covering a slope with a wall material, in which foam resin blocks are stacked in multiple layers on the inside of the wall material, and a net-like sheet is laid between the layers of the foam resin block. A slope reinforcing method characterized in that one end is fixed to the wall surface material or / and a metal fitting for connecting the wall surface material. 一部に植生部を備えた壁面材を用いることを特徴とする請求項1に記載の法面補強工法。   The slope reinforcing method according to claim 1, wherein a wall material provided with a vegetation part in part is used. 一部に太陽光発電パネルを備えた壁面材を用いることを特徴とする請求項1または請求項2に記載の法面補強工法。   The slope reinforcing method according to claim 1 or 2, wherein a wall material provided with a solar power generation panel in part is used.
JP2004179787A 2004-06-17 2004-06-17 Slope reinforcing technique Pending JP2006002435A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004179787A JP2006002435A (en) 2004-06-17 2004-06-17 Slope reinforcing technique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004179787A JP2006002435A (en) 2004-06-17 2004-06-17 Slope reinforcing technique

Publications (1)

Publication Number Publication Date
JP2006002435A true JP2006002435A (en) 2006-01-05

Family

ID=35771058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004179787A Pending JP2006002435A (en) 2004-06-17 2004-06-17 Slope reinforcing technique

Country Status (1)

Country Link
JP (1) JP2006002435A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011144567A (en) * 2010-01-15 2011-07-28 Ranzu Space:Kk Block for civil engineering work
JP2011168959A (en) * 2010-02-16 2011-09-01 Ranzu Space:Kk Civil engineering block
JP2011196016A (en) * 2010-03-17 2011-10-06 Ranzu Space:Kk Block for civil engineering
ES2376861A1 (en) * 2009-08-24 2012-03-20 Salvador Fonolla Corro System for the formation of terraplene and light banks. (Machine-translation by Google Translate, not legally binding)
KR101230028B1 (en) 2011-03-03 2013-02-05 김찬영 Solar power plant using inclined plane of road duting engineering workss
CN108233839A (en) * 2017-12-15 2018-06-29 浙江文商汇文化传播有限公司 A kind of follow-on new energy photovoltaic panel power generator
CN110172996A (en) * 2019-05-16 2019-08-27 中国建筑第八工程局有限公司 Equipment Foundations vibration insulation structure and its construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2376861A1 (en) * 2009-08-24 2012-03-20 Salvador Fonolla Corro System for the formation of terraplene and light banks. (Machine-translation by Google Translate, not legally binding)
JP2011144567A (en) * 2010-01-15 2011-07-28 Ranzu Space:Kk Block for civil engineering work
JP2011168959A (en) * 2010-02-16 2011-09-01 Ranzu Space:Kk Civil engineering block
JP2011196016A (en) * 2010-03-17 2011-10-06 Ranzu Space:Kk Block for civil engineering
KR101230028B1 (en) 2011-03-03 2013-02-05 김찬영 Solar power plant using inclined plane of road duting engineering workss
CN108233839A (en) * 2017-12-15 2018-06-29 浙江文商汇文化传播有限公司 A kind of follow-on new energy photovoltaic panel power generator
CN110172996A (en) * 2019-05-16 2019-08-27 中国建筑第八工程局有限公司 Equipment Foundations vibration insulation structure and its construction method

Similar Documents

Publication Publication Date Title
JP4599384B2 (en) Embankment structure and construction method thereof
KR100660379B1 (en) Plantable reinforced earth wall and its block and construction method of reinforced earth wall
KR100788934B1 (en) Greening segmental retaining wall
KR101077949B1 (en) Block for reinforcement and construction method
KR102099041B1 (en) Block type reinforcement retaining wall structure and it&#39;s construction method
JP4906931B2 (en) Civil engineering block
KR101055635B1 (en) The bio-stone structure for protecting slope and the construction method thereof
JP2006002435A (en) Slope reinforcing technique
KR100801017B1 (en) Revetment use gutter
JP2007063985A (en) Wall surface greening panel and wall surface greening method using the same
JP6186031B1 (en) Honeycomb retaining wall
KR20110042410A (en) Plant block, plant block fixing anchor, retaning wall structure and method thereof
JP2003119787A (en) Greening structure of construction
KR100593187B1 (en) A slope protection equipment for road
KR100400170B1 (en) Revetment structure using natural stones
KR101224872B1 (en) Natural wall using fiber reinforcement
JP4498047B2 (en) Reinforcement method for ground and / or underground objects
KR200448481Y1 (en) Structure of retaining wall having a possible planting for cutting slope
KR20080112634A (en) Support structure for cutting slope
KR102484636B1 (en) Retain wall structure
KR101434594B1 (en) Retaining wall frame and construction method of retaining wall
JP2547946B2 (en) Reinforced soil structure
JP4012403B2 (en) Wall greening method
KR20030074867A (en) Combination system of block type reinforced retaining wall used waste concrete and waste limestone and constructing method thereof
KR101350108B1 (en) Assembled retaining prop wall

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070516

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20080215

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090209

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090217

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20090707