JP3093859U - Crimp wire mesh for vegetation - Google Patents
Crimp wire mesh for vegetationInfo
- Publication number
- JP3093859U JP3093859U JP2002007012U JP2002007012U JP3093859U JP 3093859 U JP3093859 U JP 3093859U JP 2002007012 U JP2002007012 U JP 2002007012U JP 2002007012 U JP2002007012 U JP 2002007012U JP 3093859 U JP3093859 U JP 3093859U
- Authority
- JP
- Japan
- Prior art keywords
- crimp wire
- wire mesh
- wire net
- cut
- crimp
- 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 - Lifetime
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】
【課題】 本考案は、コンクリート法枠の縦枠に多数個
立設し、植生基材を吹き付けてコンクリート法枠の縦枠
を覆い隠すことができる植生用クリンプ金網を提供する
ことを目的とする。
【解決手段】 本考案の植生用クリンプ金網は、細長
帯状のクリンプ金網１に切断形成し、該クリンプ金網１
の下端部には鉄筋２を沿わせて補強する。次に、前記ク
リンプ金網１の上辺部に逆ハ字状の切断部３、３を形成
する。また、前記クリンプ金網１の下辺部に逆ハ字状の
切断部５、５を形成する。前記クリンプ金網１の右辺部
６及び左辺部７の形状を保ったまま鉄筋２を内側に押し
込み、前記切断部３、５を中心にして水平から下方へ４
５°折り曲げて塑性変形させ、前記クリンプ金網１を台
形状の山型に形成し筋線で連結し、山型のクリンプ金網
とする。
(57) [Summary] [PROBLEMS] The present invention provides a crimped wire netting for vegetation that can be erected on a vertical frame of a concrete frame and sprayed with a vegetation base material to cover the vertical frame of the concrete frame. The purpose is to do. SOLUTION: The crimping wire netting for vegetation of the present invention is formed by cutting into an elongated strip-shaped crimping wire mesh 1, and the crimping wire mesh 1 is formed.
The reinforcing bar 2 is reinforced along the lower end of the steel bar. Next, cut portions 3, 3 having an inverted C shape are formed on the upper side of the crimped wire net 1. In addition, cut portions 5 and 5 having an inverted C shape are formed on the lower side of the crimp wire net 1. While maintaining the shape of the right side 6 and the left side 7 of the crimped wire netting 1, the reinforcing bar 2 is pushed inward, and the center of the cutting portions 3, 5 is moved downward from the horizontal by 4.
The crimped wire net 1 is formed into a trapezoidal mountain shape by being bent by 5 ° and plastically deformed, and connected by streaks to obtain a mountain-shaped crimped wire mesh.
Description
【０００１】[0001]
本考案は、道路の山削り法面や河川の法面を補強する格子状のコンクリート法 枠を植生基材で隠蔽するための植生用クリンプ金網に関する。 The present invention is a grid-like concrete method that reinforces road slopes and river slopes. The present invention relates to a crimp wire mesh for vegetation for hiding a frame with a vegetation base material.
【０００２】[0002]
従来、道路の山削り法面や河川の法面を補強し、景観を向上させるため格子状 のコンクリート法枠を使用していた。 このコンクリート法枠では、格子状のコンクリート法枠に囲まれた部分には植 生基材を充填して植物を繁殖させているが、法枠部分のコンクリートが露出して いるため、その部分が白色又は灰色となっているので見映えが悪いものであった 。 そこで、コンクリート法枠の横枠を覆い隠す植栽棚を用いた緑化工法が、特開 平１１−１３１４８３号公報として公知となっている。 前記公知技術は、図７に示すように、正面部８１’と両側部８２’とを有して 平面形状が略コ字状に形成された植栽棚８’のその正面部８１’を、法面１’上 に格子状に配筋された鉄筋５’，６’の横方向部分の谷側に沿わせるように立設 し、その正面部８１’を前記格子枠４’の横鉄筋５’に掛止めさせた支持部材９ ’を介して支持させ、鉄筋５’，６＆上にモルタル又はコンクリート７’を吹き 付けて格子枠４’を形成した後、少なくとも植栽棚８’及び前記格子枠４’の区 画内に植生基材１０’を吹き付け、少なくとも前記格子枠４’の横方向部分４１ ’を植生基材１０’で隠蔽するものである。 しかし今まで、コンクリート法枠の縦枠を植生基材で隠蔽することができなか った。 Traditionally, grids are used to reinforce the road slopes and river slopes to improve the landscape. Was using a concrete concrete frame. In this concrete method frame, the area surrounded by the concrete concrete method frame is planted. The raw material is filled to propagate the plants, but the concrete in the legal frame is exposed. Since that part is white or gray, it looks bad. . Therefore, there is a greening method using a planting shelf that covers the horizontal frame of the concrete method frame. It is known as Japanese Patent Laid-Open No. 11-131483. The prior art has a front portion 81 'and side portions 82', as shown in FIG. The front part 81 'of the planting shelf 8'which has a substantially U-shaped planar shape is placed on the slope 1'. Standing along the valley side of the lateral portions of the reinforcing bars 5'and 6'arranged in a lattice Then, the support member 9 in which the front portion 81 'is hooked on the horizontal reinforcing bar 5'of the lattice frame 4' ’, And spray mortar or concrete 7 ′ on the rebars 5 ′, 6 & After forming the lattice frame 4'by attaching it, at least the section of the planting shelf 8'and the lattice frame 4 ' The vegetation substrate 10 'is sprayed into the drawing and at least the lateral portion 41 of the lattice frame 4'. ′ Is hidden by the vegetation base material 10 ′. However, until now, it has not been possible to hide the vertical frame of the concrete method frame with vegetation base material. It was.
【０００３】[0003]
そこで、本考案は、コンクリート法枠の縦枠に多数個立設し、植生基材を吹き 付けてコンクリート法枠の縦枠を覆い隠すことができる植生用クリンプ金網を提 供することを目的とする。 Therefore, in the present invention, a large number of vertical concrete frames are erected and sprayed with vegetation base material. A crimp wire net for vegetation that can be attached to cover the vertical frame of the concrete method frame is provided. The purpose is to serve.
【０００４】[0004]
そのために、本考案の植生用クリンプ金網は、所定幅、所定長さの細長帯状の クリンプ金網を切断形成し、該クリンプ金網の下端部には鉄筋を沿わせて補強し 、前記クリンプ金網の上辺部に、それぞれ両端から所要長さの個所に中心部に向 かう傾斜角度の切断部を形成して上辺部に逆ハ字状の切断部を形成し、また、前 記クリンプ金網の下辺部に、上辺部と同様に、それぞれ両端から所要長さの個所 に中心部に向かう傾斜角度の切断部を形成して下辺部に逆ハ字状の切断部を形成 し、そして前記クリンプ金網の右辺部及び左辺部の形状を保ったまま鉄筋を内側 に押し込み、前記切断部を中心にして水平から下方へ４５°折り曲げて塑性変形 させ、前記クリンプ金網を台形状の山型に形成したものである。 また、本考案の植生用クリンプ金網は、所定幅、所定長さの細長帯状のクリン プ金網を切断形成し、該クリンプ金網の下端部には鉄筋を沿わせて補強し、前記 クリンプ金網の上辺部に、それぞれ両端から所要長さの個所に中心部に向かう傾 斜角度の切断部を形成して上辺部に逆ハ字状の切断部を形成し、また、前記クリ ンプ金網の下辺部に、上辺部と同様に、それぞれ両端から所要長さの個所に中心 部に向かう傾斜角度の切断部を形成して下辺部に逆ハ字状の切断部を形成し、そ して前記クリンプ金網の右辺部及び左辺部の形状を保ったまま鉄筋を内側に押し 込み、前記切断部を中心にして水平から下方へ９０°折り曲げて塑性変形させ、 前記クリンプ金網を鳥居型に形成したものである。 Therefore, the crimp wire mesh for vegetation of the present invention has an elongated strip shape having a predetermined width and a predetermined length. A crimp wire mesh is cut and formed, and a reinforcing bar is laid along the lower end of the crimp wire mesh to reinforce it. , On the upper side of the crimp wire mesh, facing the center at the required length from both ends. Form a cutting part with a slope angle to form an inverted C-shaped cutting part on the upper side, At the lower side of the crimp wire mesh, as well as the upper side, at the required length from both ends. A cutting part with an inclination angle toward the center is formed on the lower part, and an inverted C-shaped cutting part is formed on the lower side And, while maintaining the shape of the right side and left side of the crimp wire mesh And bend it 45 degrees downward from the horizontal centering on the cut part and plastically deform it. The crimp wire mesh is formed into a trapezoidal mountain shape. In addition, the crimp wire mesh for vegetation of the present invention is an elongated band-shaped crimp having a predetermined width and a predetermined length. A wire mesh is cut and formed, and a reinforcing bar is laid along the lower end of the crimp wire mesh to reinforce, At the top of the crimp wire mesh, incline toward the center from each end to the required length. Form a beveled angled cut portion and an inverted C-shaped cut portion at the top side. Center on the lower side of the wire mesh, like the upper side, at the required length from both ends. To form a cut with an angle of inclination toward the lower part and an inverted C-shaped cut at the lower side. Then push the reinforcing bar inward while maintaining the shape of the right and left sides of the crimp wire mesh. And bent 90 degrees downward from the horizontal centering on the cut portion to plastically deform, The crimp wire net is formed in a torii shape.
【０００５】[0005]
以下、本考案の実施例を添付図面に基づいて説明する。 本考案の植生用クリンプ金網は、図１に示すように、幅８０mm、長さ１３００ mmの細長帯状のクリンプ金網１に切断形成し、該クリンプ金網１の下端部には直 径６mmの鉄筋２を沿わせて補強する。 次に、前記クリンプ金網１の上辺部に、それぞれ両端から４６０mmの個所に中 心部に向かう傾斜角度の切断部３を形成し、すなわち上辺部に逆ハ字状の切断部 ３、３を形成する。 なお、上辺の中央部４の長さは、３８０mmとなる。 また、前記クリンプ金網１の下辺部に、上辺部と同様に、それぞれ両端から４ ９０mmの個所に中心部に向かう傾斜角度の切断部５を形成し、すなわち下辺部に 逆ハ字状の切断部５、５を形成する。 なお、下辺の中央部の長さは、３２０mmでコンクリート法枠の幅と略同一とな り、下端部に補強された鉄筋２も同時に切断される。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. The vegetation crimp wire mesh of the present invention has a width of 80 mm and a length of 1300 as shown in FIG. It is cut and formed into a strip-shaped crimp wire mesh 1 having a length of mm, and is directly attached to the lower end of the crimp wire mesh 1. Reinforce the reinforcing bar 2 with a diameter of 6 mm. Next, in the upper side of the crimp wire mesh 1, at the position of 460 mm from each end, A cut portion 3 having an inclination angle toward the core is formed, that is, a cut portion having an inverted V-shape on the upper side portion. 3 and 3 are formed. The length of the central portion 4 of the upper side is 380 mm. In addition, on the lower side of the crimp wire mesh 1 in the same manner as the upper side, 4 from each end. Form a cutting part 5 with an inclination angle toward the center at 90 mm, that is, at the lower side The inverted C-shaped cut portions 5 and 5 are formed. The length of the central part of the lower side is 320 mm, which is almost the same as the width of the concrete frame. Therefore, the reinforcing bar 2 reinforced at the lower end is also cut at the same time.
【０００６】 そして、図２に示すように、前記クリンプ金網１の右辺部６及び左辺部７の形 状を保ったまま鉄筋２を内側に押し込み、前記切断部３、５を中心にして水平か ら下方へ４５°折り曲げて塑性変形させ、前記クリンプ金網１を台形状の山型に 形成し筋線で連結し、山型のクリンプ金網とする。[0006] As shown in FIG. 2, the shape of the right side portion 6 and the left side portion 7 of the crimp wire mesh 1 is While keeping the shape, push the rebar 2 inward and make sure that it is horizontal with the cutting parts 3 and 5 as the center. Bend it downward by 45 ° and plastically deform it to make the crimp wire mesh 1 into a trapezoidal chevron shape. Form them and connect them with streaks to form a mountain-shaped crimp wire mesh.
【０００７】 さらに、変型タイプとして本考案の植生用クリンプ金網は、９０°に折り曲げ た鳥居型に形成することもできる。 図示を省略するがその場合は、幅８０mm、長さ１１２０mmの細長帯状のクリン プ金網１に切断形成し、前述と同様に該クリンプ金網１の下端部には鉄筋２を補 強する。 次に、前記クリンプ金網１の上辺部に、それぞれ両端から３３０mmの個所に中 心部に向かう傾斜角度の切断部３を形成し、すなわち上辺部に逆ハ字状の切断部 ３、３を形成する。 なお、上辺の中央部４の長さは、４６０mmとなる。 また、前記クリンプ金網１の下辺部に、それぞれ両端から２５０mmの個所に中 心部に向かう傾斜角度の切断部５を形成し、上辺部と同様に、下辺部に逆ハ字状 の切断部５、５を形成する。 なお、下辺の中央部４の長さは、３００mmでコンクリート法枠の幅と略同一と なり、下端部に補強された鉄筋２も同時に切断される。 そして、前記クリンプ金網１の右辺部６及び左辺部７の形状を保ったまま鉄筋 ２を内側に押し込み、前記切断部３、５を中心にして下方へ９０°折り曲げて塑 性変形させ、前記クリンプ金網１を鳥居型に形成し筋線で連結し、鳥居型のクリ ンプ金網とする。[0007] Furthermore, as a modified type, the crimp wire mesh for vegetation of the present invention is bent at 90 °. It can also be formed into a torii type. Although illustration is omitted, in that case, a strip-shaped cleaner with a width of 80 mm and a length of 1120 mm The cut wire mesh 1 is cut and formed, and the reinforcing bar 2 is supplemented to the lower end of the crimp wire mesh 1 as described above. To be strong. Next, at the upper side of the crimp wire mesh 1, at a position 330 mm from each end, A cut portion 3 having an inclination angle toward the core is formed, that is, a cut portion having an inverted V-shape on the upper side portion. 3 and 3 are formed. The length of the central portion 4 of the upper side is 460 mm. In addition, at the lower side of the crimp wire mesh 1, at a position 250 mm from each end A cutting portion 5 having an inclination angle toward the core is formed, and like the upper side portion, a reverse C-shape is formed on the lower side portion. The cutting parts 5 and 5 are formed. The length of the central part 4 of the lower side is 300 mm, which is almost the same as the width of the concrete frame. Therefore, the reinforcing bar 2 reinforced at the lower end is also cut at the same time. Then, the reinforcing bar while maintaining the shapes of the right side portion 6 and the left side portion 7 of the crimp wire netting 1 2 by pushing it inward and bending it downward by 90 ° around the cutting parts 3 and 5 The crimp wire mesh 1 is formed into a torii shape and is connected by a striated line. And wire mesh.
【０００８】 次に、本考案の植生用クリンプ金網を使用した緑化工法について図面に基づい て説明する。 図３に示すように、格子状のコンクリート法枠８が予め形成されている法面に おいて、A-A断面図である図４に示すように、前記コンクリート法枠８の縦枠９ の側壁１０に接して左右両側に左右一対及び側壁１０から離れた位置に左右一対 のアンカーボルト１１を埋設し、順次、前記縦枠９に沿って上から下へほぼ等間 隔で多数組打設する。 なお、図４においてはアンカーボルトを４本１組としているが、これに限定さ れず、法面状況に応じて適宜選択することができる。[0008] Next, the greening method using the crimp wire net for vegetation of the present invention will be described with reference to the drawings. Explain. As shown in FIG. 3, the grid-shaped concrete method frame 8 is formed on the pre-formed slope. As shown in FIG. 4 which is a sectional view taken along the line AA, the vertical frame 9 of the concrete frame 8 is used. Left and right pair on the left and right sides in contact with the side wall 10 and left and right pair on the position separated from the side wall 10. The anchor bolts 11 are embedded in the vertical frame 9 and are sequentially arranged substantially at equal intervals from top to bottom. Place many sets at intervals. In addition, in FIG. 4, four anchor bolts are set, but the number is not limited to this. Instead, it can be appropriately selected depending on the slope condition.
【０００９】 次に、山型クリンプ金網１２を前記左右二対のアンカーボルト１１に前記縦枠 ９を跨るように立ち上げた状態、すなわち中央部４が前記縦枠９に載り、アンカ ーボルト１１により起立姿勢を保たれるようにして筋線で接続する。 同様に、前記縦枠９を上から下へ全てのアンカーボルト１１に前記山型クリン プ金網１２を起立した状態に筋線で接続する。 さらに、B-B断面図である図５に示すように、菱形金網１３を前記縦枠９の上 から下へ前記山型クリンプ金網１２を覆うように敷設するが、前記菱形金網１３ が前記縦枠９に接触する個所には立方体のブロック駒１４を置き、前記菱形金網 １３と前記縦枠９との間に隙間を形成する。[0009] Next, the mountain-shaped crimp wire mesh 12 is attached to the left and right two pairs of anchor bolts 11 by the vertical frame. 9, the central portion 4 rests on the vertical frame 9, -Connect with a striated line so that the standing posture is maintained by the bolt 11. Similarly, from the top to the bottom, the vertical frame 9 is attached to all the anchor bolts 11, and The wire mesh 12 is connected to the upright state with a striated line. Further, as shown in FIG. 5 which is a cross-sectional view taken along the line BB, a diamond wire mesh 13 is provided on the vertical frame 9. Is laid down from the bottom to cover the mountain-shaped crimp wire mesh 12, but the diamond-shaped wire mesh 13 A cubic block piece 14 is placed at a point where the vertical frame 9 comes into contact with the diamond-shaped wire mesh. A gap is formed between 13 and the vertical frame 9.
【００１０】 以上の工程が終了したら、植生基材１５を前記菱形金網１３が埋設されるよう に吹き付けて前記縦枠９及び菱形金網１３が露出しない厚さに植生基材１５を堆 積させる。 なお、前記コンクリート法枠８の横枠１６は前述の公知技術を利用しても良い が、より簡単な方法として、C-C断面図である図６に示すように、前記横枠１６ から少し離れた下方個所にアンカーボルト１１を複数本打設し、該アンカーボル ト１１にエキスパンドメタル１７を接続して植栽棚を形成し、前記横枠１６が露 出しない厚さに植生基材１５を吹き付けることにより行うことができる。[0010] After the above steps are completed, the vegetation base material 15 is embedded in the diamond-shaped metal net 13. Then, the vegetation base material 15 is deposited to a thickness such that the vertical frame 9 and the diamond-shaped wire net 13 are not exposed. Let it pile up. The horizontal frame 16 of the concrete method frame 8 may use the above-mentioned known technique. However, as a simpler method, as shown in FIG. Place a plurality of anchor bolts 11 at a lower position slightly away from the The expanded metal 17 is connected to the roof 11 to form a planting shelf, and the horizontal frame 16 is exposed. It can be performed by spraying the vegetation base material 15 to a thickness that does not appear.
【００１１】[0011]
このように、本考案の植生用クリンプ金網は、コンクリート法枠の縦枠に多数 個立設し、植生基材を吹き付けてコンクリート法枠の縦枠を覆い隠すことができ る。 In this way, the crimp wire mesh for vegetation of the present invention has a large number of vertical frames of the concrete frame. Can stand individually and spray the vegetation base material to cover the vertical frame of the concrete method frame. It
【図面の簡単な説明】[Brief description of drawings]
【図１】本考案の植生用クリンプ金網の正面図である。FIG. 1 is a front view of a crimp wire mesh for vegetation according to the present invention.
【図２】本考案の植生用クリンプ金網の加工後の正面図
である。FIG. 2 is a front view of the crimp wire net for vegetation of the present invention after processing.
【図３】本考案の植生用クリンプ金網を利用した法面の
平面図である。FIG. 3 is a plan view of a slope using the crimp wire netting for vegetation of the present invention.
【図４】図３のA-A断面図である。FIG. 4 is a sectional view taken along line AA of FIG.
【図５】図３のB-B断面図である。5 is a sectional view taken along line BB of FIG.
【図６】図３のC-C断面図である。6 is a cross-sectional view taken along line CC of FIG.
【図７】従来の植栽棚の一部破断斜視図である。FIG. 7 is a partially cutaway perspective view of a conventional planting shelf.
１ クリンプ金網 ２ 鉄筋 ３ 切断部 ４ 中央部 ５ 切断部 ６ 右辺部 ７ 左辺部 ８ コンクリート法枠 ９ 縦枠 １０ 側壁 １１ アンカーボルト １２ 山型クリンプ金網 １３ 菱形金網 １４ ブロック駒 １５ 植生基材 １６ 横枠 １７ エキスパンドメタル 1 crimp wire mesh 2 rebar 3 cutting part 4 central part 5 cutting part 6 right side 7 Left side 8 concrete frame 9 vertical frames 10 Side wall 11 Anchor bolt 12 mountain type crimp wire mesh 13 Rhombus wire mesh 14 block pieces 15 Vegetation base material 16 horizontal frames 17 Expanded metal
Claims (2)
金網を切断形成し、該クリンプ金網の下端部には鉄筋を
沿わせて補強し、前記クリンプ金網の上辺部に、それぞ
れ両端から所要長さの個所に中心部に向かう傾斜角度の
切断部を形成して上辺部に逆ハ字状の切断部を形成し、
また、前記クリンプ金網の下辺部に、上辺部と同様に、
それぞれ両端から所要長さの個所に中心部に向かう傾斜
角度の切断部を形成して下辺部に逆ハ字状の切断部を形
成し、そして前記クリンプ金網の右辺部及び左辺部の形
状を保ったまま鉄筋を内側に押し込み、前記切断部を中
心にして水平から下方へ４５°折り曲げて塑性変形さ
せ、前記クリンプ金網を台形状の山型に形成したことを
特徴とする植生用クリンプ金網。1. A strip-shaped crimp wire net having a predetermined width and length is cut and formed, and a reinforcing bar is reinforced along the lower end portion of the crimp wire net, and the crimp wire net is required to have an upper side portion from both ends. Form a cutting part with an angle of inclination toward the center at the length and form an inverted C-shaped cutting part at the upper side,
Also, on the lower side of the crimp wire mesh, similarly to the upper side,
Form a cut with an angle of inclination toward the center at the required length from both ends, form an inverted C-shaped cut on the lower side, and keep the shape of the right and left sides of the crimp wire mesh. A crimp wire net for vegetation, characterized in that the reinforce bar is pushed inward while still being bent, and is bent 45 degrees downward from the horizontal centering on the cut portion to be plastically deformed to form the crimp wire net in a trapezoidal mountain shape.
金網を切断形成し、該クリンプ金網の下端部には鉄筋を
沿わせて補強し、前記クリンプ金網の上辺部に、それぞ
れ両端から所要長さの個所に中心部に向かう傾斜角度の
切断部を形成して上辺部に逆ハ字状の切断部を形成し、
また、前記クリンプ金網の下辺部に、上辺部と同様に、
それぞれ両端から所要長さの個所に中心部に向かう傾斜
角度の切断部を形成して下辺部に逆ハ字状の切断部を形
成し、そして前記クリンプ金網の右辺部及び左辺部の形
状を保ったまま鉄筋を内側に押し込み、前記切断部を中
心にして水平から下方へ９０°折り曲げて塑性変形さ
せ、前記クリンプ金網を鳥居型に形成したことを特徴と
する植生用クリンプ金網。2. A thin strip-shaped crimp wire net having a predetermined width and a predetermined length is cut and formed, and a reinforcing bar is reinforced along the lower end portion of the crimp wire net so that the upper end portion of the crimp wire net is required from both ends. Form a cutting part with an angle of inclination toward the center at the length and form an inverted C-shaped cutting part at the upper side,
Also, on the lower side of the crimp wire mesh, similarly to the upper side,
Form a cut with an angle of inclination toward the center at the required length from both ends, form an inverted C-shaped cut on the lower side, and keep the shape of the right and left sides of the crimp wire mesh. A crimp wire net for vegetation, characterized in that the crimp wire net is formed in a torii shape by pushing the reinforcing bar inward while keeping it inward, bending it downward from the horizontal by 90 ° around the cut portion, and plastically deforming it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002007012U JP3093859U (en) | 2002-11-05 | 2002-11-05 | Crimp wire mesh for vegetation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002007012U JP3093859U (en) | 2002-11-05 | 2002-11-05 | Crimp wire mesh for vegetation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP3093859U true JP3093859U (en) | 2003-05-23 |
Family
ID=43247867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2002007012U Expired - Lifetime JP3093859U (en) | 2002-11-05 | 2002-11-05 | Crimp wire mesh for vegetation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3093859U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019007154A (en) * | 2017-06-21 | 2019-01-17 | 吉佳エンジニアリング株式会社 | Method of protecting slope having existing slope frame and system of protecting slope |
-
2002
- 2002-11-05 JP JP2002007012U patent/JP3093859U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019007154A (en) * | 2017-06-21 | 2019-01-17 | 吉佳エンジニアリング株式会社 | Method of protecting slope having existing slope frame and system of protecting slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3093859U (en) | Crimp wire mesh for vegetation | |
| EP0107460A2 (en) | Method of constructing concrete structure | |
| JP2004197472A (en) | Frame body for forming slope frame and slope frame construction method using it | |
| JPH0745633Y2 (en) | Reinforcing bar assembly for implantation shelf | |
| JPS5930062Y2 (en) | Reinforced frame for legal frame construction | |
| JP2004250913A (en) | Reinforcement earth retaining wall | |
| KR100696278B1 (en) | Spacer using by Plat panel | |
| JP2736224B2 (en) | Enforcement method for formwork, mortar, concrete, etc. | |
| JP2997407B2 (en) | Test wire | |
| JP2004068511A (en) | Grating crib construction method and wire mesh form for use therein | |
| JP3008144U (en) | Inspection frame for forming a legal frame with a reinforcing bar holding member | |
| JPS624585Y2 (en) | ||
| JP2003064691A (en) | Mesh frame and its manufacturing method | |
| JP3008215U (en) | Inspection frame for forming a legal frame provided with a reinforcing bar holding member | |
| JP2001032289A (en) | Soil dressing and lining blocks, and their execution method | |
| JP3029414U (en) | Ruler formwork for greening substrate support | |
| JP2775398B2 (en) | Cast-in-place method and construction method | |
| JP2694331B2 (en) | Inspection frame for legal frame formation and legal frame construction method using it | |
| JP3331460B2 (en) | On-site shot blasting method | |
| JP2549059B2 (en) | Construction method of lattice method frame body using coil for method frame | |
| JP2600203Y2 (en) | Spacers for formwork reinforcement | |
| JP3071966U (en) | Formwork members in slope reinforcement method | |
| JP2627878B2 (en) | Cast-in-place method | |
| JP2599700B2 (en) | Cast-in-place method using simple trapezoid formwork | |
| JP2002256561A (en) | Slope face greening structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090226 Year of fee payment: 6 |
|
| EXPY | Cancellation because of completion of term | ||
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090226 Year of fee payment: 6 |