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JP2008180069A - Square gabion - Google Patents

Square gabion Download PDF

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JP2008180069A
JP2008180069A JP2007243165A JP2007243165A JP2008180069A JP 2008180069 A JP2008180069 A JP 2008180069A JP 2007243165 A JP2007243165 A JP 2007243165A JP 2007243165 A JP2007243165 A JP 2007243165A JP 2008180069 A JP2008180069 A JP 2008180069A
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mesh
stainless steel
lid
wire
net
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Takeshi Matsui
毅 松井
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MATSUI KANAAMI KOGYO KK
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MATSUI KANAAMI KOGYO KK
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  • Revetment (AREA)

Abstract

【課題】亜鉛のような有害物質の溶出のおそれがなく、耐食性および耐久性が優れ滑りにくい蛇篭を提供する。
【解決手段】底網2と、4つの側面網3,4,5,6と、蓋網7とを有する角形蛇篭1であって、底網、側面網および蓋網のすべてがステンレス線の菱形金網からなり、底網、側面網および蓋網のうちの少なくとも蓋網のステンレス線がブラスト加工によって凹凸処理されてJISB0601によるRzで表して50〜200μmの粗面表面を有する。
【選択図】図1
Disclosed is a gabion that has no risk of elution of harmful substances such as zinc, has excellent corrosion resistance and durability, and is difficult to slip.
A square gabion 1 having a bottom mesh 2, four side meshes 3, 4, 5, 6 and a lid mesh 7, wherein the bottom mesh, the side mesh and the lid mesh are all made of stainless steel. It is made of a wire mesh, and at least the stainless steel wire of the bottom mesh, the side mesh, and the lid mesh is subjected to concavo-convex treatment by blasting to have a rough surface of 50 to 200 μm expressed by Rz according to JISB0601.
[Selection] Figure 1

Description

本発明は河川・海岸の護岸、道路、斜面形成等の土木工事において使用される、玉石、栗石、割石等を詰める金網製カゴ、特に角形蛇篭に関する。   The present invention relates to a wire mesh basket, particularly a square gabion, which is filled with cobblestones, chestnut stones, quarry stones, etc., used in civil engineering work such as river / coast revetment, roads, slope formation and the like.

これら篭は古くは竹材などが用いられ、時間経過と共に石の間に土が充満すると同時に竹材は腐食消減して自然な地形形成がなされていた。ところが近時竹材の入手困難化の問題があるとともに、形成地形の大規模化複雑化等の事情もあって、篭の大型化および寿命の長期化が要請されるようになった。このため耐食性の優れた、亜鉛または亜鉛アルミニウム合金でめっきされた鉄線の網を用いた蛇篭が、例えば特許文献1に記載されているように、使用されている。しかしながらこの蛇篭では時間経過とともに亜鉛が流出して、土壌、河川水環境への悪影響が懸念される。
特開2004−204626号公報(段落番号0017)
In the old days, bamboo was used for these jars, and as time passed, the soil filled between the stones, and at the same time, the bamboo was eroded and the natural terrain was formed. However, due to the recent difficulty in obtaining bamboo materials and the increasing complexity of the landform of the formation, it has become necessary to increase the size of the cocoon and prolong its life. For this reason, gabion using an iron wire net plated with zinc or zinc aluminum alloy having excellent corrosion resistance is used as described in, for example, Patent Document 1. However, with this gabion, zinc flows out over time, and there are concerns about adverse effects on the soil and river water environment.
JP 2004-204626 A (paragraph number 0017)

本発明の課題は、この金属線製蛇篭の問題点を除去して、亜鉛のような有害物質の溶出のおそれがなく、耐食性および耐久性の優れた蛇篭を提供することにある。   An object of the present invention is to provide a gabion having excellent corrosion resistance and durability without removing the problems of the gabion made of metal wire and having no fear of elution of harmful substances such as zinc.

すなわち本発明は、底網と、4つの側面網と、蓋網とを有する角形蛇篭において、底網、側面網および蓋網のすべてがステンレス線の菱形金網からなり、少なくとも蓋網のステンレス線がブラスト加工によって凹凸処理された粗面表面を有することを特徴とする角形蛇篭である。   That is, according to the present invention, in a square gabion having a bottom mesh, four side meshes, and a lid mesh, the bottom mesh, the side mesh, and the lid mesh are all made of a stainless steel wire rhombus, and at least the stainless steel wire of the lid mesh is It is a square gabion characterized by having a rough surface that has been roughened by blasting.

以下本発明について例をあげて詳しく説明する。
本発明の角形蛇篭は基本的にそれぞれ四角形の底網、4つの側面網、および蓋網から構成され、直方体の形状を有する。底網、側面網、および蓋網のそれぞれはステンレス線を用いて菱形金網に製網される。(このステンレス線を、以下、ステンレス網線ということがある。)菱形金網とはJIS G3552に規定されるように網目を菱形に編んだ金網である。このステンレス線の材質はJIS規格のステンレスが用いられ、特にSUS430(18 Cr)、SUS304(18 Cr-8 Ni)またはSUS305(18Cr-10Ni)が加工が容易なので好ましく用いられ、その中でも入手の容易性、コストの理由でSUS304(18 Cr-8 Ni)が特に好ましく用いられる。
Hereinafter, the present invention will be described in detail with reference to examples.
The square gabion according to the present invention is basically composed of a rectangular bottom mesh, four side meshes, and a lid mesh, and has a rectangular parallelepiped shape. Each of the bottom mesh, the side mesh, and the lid mesh is made into a diamond wire mesh using a stainless steel wire. (This stainless steel wire may hereinafter be referred to as a stainless steel mesh wire.) The rhombus wire mesh is a wire mesh in which the mesh is knitted in a diamond shape as defined in JIS G3552. JIS standard stainless steel is used as the material of this stainless steel wire, and SUS430 (18 Cr), SUS304 (18 Cr-8 Ni) or SUS305 (18Cr-10Ni) is particularly preferred because it is easy to process. SUS304 (18 Cr-8 Ni) is particularly preferably used because of its property and cost.

角形蛇篭の直方体の稜に該当するところに枠線が設けられていて、角形蛇篭の骨格を形成する。底網、側面網、および蓋網の境界に設ける枠線、篭を形成するために隣接する各網を結合する結合コイルのような結束線、ならびに篭を強化するために対向する2つの側面網の間に設けることがある梁線も同様に上記ステンレス線が使用される。   A frame line is provided at a position corresponding to a ridge of the rectangular gabion, forming a skeleton of the square gabion. A frame line provided at the boundary between the bottom net, the side net, and the lid net, a binding line such as a coupling coil that joins adjacent nets to form a coffin, and two opposing side nets for strengthening the coffin The stainless steel wire is also used for the beam wire that may be provided between the two.

蓋網を構成するステンレス網線の表面はブラスト加工によって凹凸処理された粗面を有する。蓋網のステンレス網線の表面を粗面にすることにより、玉石等を詰めた角形蛇篭を工事現場で据え付けた後に、その上を作業者または歩行者が歩くときに足を滑らせる危険が減少する。ステンレス線の表面の粗さが大きすぎると、ステンレス線の機械的強度、耐久性などが減少し、逆に表面の粗さが小さすぎると、足の滑り防止効果がなくなるので、この粗面表面はJISB0601によるRzで表して50〜200μmの粗さとすることが好ましく、75〜150μmの粗さとすることが更に好ましい。蓋網の枠線および結束線の表面も同様に粗面加工することが好ましい。蓋網以外の網(底網、側面網)のステンレス線も同様に粗面加工しても差し支えない。   The surface of the stainless steel mesh wire constituting the lid net has a rough surface that has been concavo-convexly processed by blasting. By making the surface of the stainless steel wire of the lid mesh rough, the risk of slipping the foot when an operator or pedestrian walks on it after installing a square gabion packed with cobblestone etc. on the construction site is reduced. To do. If the surface roughness of the stainless steel wire is too large, the mechanical strength and durability of the stainless steel wire will decrease. Conversely, if the surface roughness is too small, the effect of preventing slipping of the foot will be lost. Is preferably represented by Rz according to JIS B0601 and has a roughness of 50 to 200 μm, more preferably 75 to 150 μm. Similarly, it is preferable that the surface of the lid mesh frame line and the binding wire is also roughened. The stainless steel wires other than the lid mesh (bottom mesh, side mesh) may be similarly roughened.

ブラスト加工としてはショットブラストまたはエアーブラストが用いられ、効率を考慮するとショットブラストが特に好ましく用いられる。得られる粗面の粗さは、研掃材の材料(砂、鋳鉄粒、鋳鋼粒など)、研掃材の粒径、投射速度(またはエアー風速)などを設定することにより制御することができる。ブラスト加工を行う時点は、(1)製網前の線材段階、(2)製網後で篭組み立て前、(3)篭を組み立てた後、のいずれでも差し支えないが、角形蛇篭の性能および作業効率を考慮すると、(1)製網前の線材段階でブラスト加工を行うことが好ましい。   Shot blasting or air blasting is used as the blasting, and shot blasting is particularly preferably used in consideration of efficiency. The roughness of the resulting rough surface can be controlled by setting the material of the abrasive (sand, cast iron particles, cast steel particles, etc.), the particle size of the abrasive, the projection speed (or air wind speed), etc. . The time of blasting can be any of (1) wire rod stage before net making, (2) after net making and before assembling the hook, and (3) after assembling the hook. Considering the efficiency, it is preferable to (1) perform blasting at the wire rod stage before netting.

ステンレス線をその製網前の線材段階でショットブラスト加工を行うには、例えば特開平07−23447号公報に記載されているように、ステンレス線をその長さ方向に進行させながら、ステンレス線を囲む円周方向に研掃材投射用のインペラーを複数個、進行ライン方向で位置をずらせて配置して研掃材を投射することによって行われる。   In order to perform shot blasting of a stainless steel wire at the wire rod stage before making the net, for example, as described in Japanese Patent Application Laid-Open No. 07-23447, the stainless steel wire is advanced in the length direction while the stainless steel wire is moved. This is performed by projecting the abrasive by arranging a plurality of impellers for projecting the abrasive material in the circumferential direction so as to be displaced in the direction of the traveling line.

本発明において、底網、側面網、および蓋網はステンレス線を用いて菱形金網に製網されるが、これらの網は、直径が3.0〜5.0mmのステンレス線を使用して、網目の寸法(網目空間の一辺の距離)が40〜130mm目、好ましくは60〜100mm目になるように製網される。本発明の角形蛇篭が平張りで用いられる場合には、蓋網として機械的強度を高めるために、底網、側面網の網目寸法に比して、小さな網目寸法を有するものを使用することが好ましい。さらに蓋網のステンレス線として底網、側面網のステンレス線の直径よりも大きい直径のものを使用することが好ましい場合がある。本発明の角形蛇篭が多段積みで使用される場合には、蓋網だけでなく、法面の表面となる側面網(前直網)も底網に比して小さな網目寸法(およびさらに大きな線直径)を有させることが好ましい。   In the present invention, the bottom mesh, the side mesh, and the lid mesh are made into a rhombus wire mesh using a stainless steel wire, and these meshes use a stainless steel wire having a diameter of 3.0 to 5.0 mm, The mesh is made so that the mesh size (distance on one side of the mesh space) is 40 to 130 mm, preferably 60 to 100 mm. When the square gabion of the present invention is used in a flat manner, it is possible to use a lid mesh having a smaller mesh size than the mesh size of the bottom mesh and the side mesh in order to increase the mechanical strength. preferable. Furthermore, it may be preferable to use a stainless steel wire with a diameter larger than the diameter of the stainless steel wire of the bottom mesh and the side mesh. When the square gabion according to the present invention is used in multi-stage stacking, not only the lid mesh but also the side mesh (front straight mesh) which becomes the surface of the slope is smaller than the bottom mesh (and larger lines). It is preferable to have a diameter).

このステンレス線は亜鉛アルミ合金めっき鉄線よりも引張り強度が大きく、例えば亜鉛アルミ合金めっき鉄線の有する約290N/mm 以上の引張り強度に対してSUS304のステンレス線は約710N/mm 以上の引張り強度を有する。従ってステンレス線として、従来の亜鉛アルミ合金めっき鉄線の直径よりも小さな直径のものが使用され、例えば従来の4.0mm(または5.0mm)の直径の亜鉛アルミ合金めっき鉄線に対して3.2mm(または4.0mm)の直径のステンレス線が使用される。 The stainless steel wire has a large tensile strength than zinc aluminum alloy coated iron wire, such as stainless wire SUS304 versus about 290 N / mm 2 or more tensile strength with the zinc aluminum alloy coated iron wire about 710N / mm 2 or more tensile strength Have Therefore, a stainless steel wire having a diameter smaller than the diameter of the conventional zinc aluminum alloy plated iron wire is used, for example, 3.2 mm with respect to a conventional zinc aluminum alloy plated iron wire having a diameter of 4.0 mm (or 5.0 mm). A stainless steel wire with a diameter of (or 4.0 mm) is used.

ブラスト加工したステンレス線材はこの加工を行わないステンレス線材に比して硬度が高くなるので、製網の際には、製網機の部品(じらす、へら)としてそれに適した寸法に設定する必要がある。また篭を組み立てる段階でも、ブラスト加工したステンレス線材が非加工線および一般鉄線より遥かに硬いことに注意する必要がある。   Blasted stainless steel wire has higher hardness than stainless steel wire without this processing. Therefore, when making a net, it is necessary to set the dimensions suitable for it as a part of the net making machine (jiru, spatula). is there. It should also be noted that the blasted stainless steel wire is much harder than the non-worked wire and the general iron wire at the stage of assembling the cage.

本発明の角形蛇篭によれば、従来の蛇篭に比して有害な亜鉛の流出の心配がなく、自然に優しい環境保全を行うことができる。また本発明の角形蛇篭を用いて工事を行う際または工事後にその上を歩いても滑る危険が小さい。
さらに本発明の角形蛇篭は耐食性および耐久性に優れているので、従来のものに比して長期間にわたって性能を保持することができ、また従来は困難であった酸性河川、感潮河川、水衝部へも適用が可能である。
According to the square gabion of the present invention, there is no fear of harmful zinc outflow as compared with the conventional gabion, and environmental protection that is gentle to nature can be performed. In addition, there is little risk of slipping when performing construction using the square gabion according to the present invention or walking on it after construction.
Furthermore, since the square gabion of the present invention is excellent in corrosion resistance and durability, the performance can be maintained for a long period of time as compared to the conventional one, and acid rivers, tidal rivers, It can also be applied to the impact section.

以下に実施例をあげて本発明の実施の形態を具体的に説明する。
図1および図2は本発明の角形蛇篭の実施例1の斜視図および展開図である。直方体形状の蛇篭1は、底網2と、左右の側面網3,4と、前後の側面網5,6と、蓋網7とからなり、長さLおよび巾Wおよび高さDの寸法を有する。各網はステンレス線(SUS304)で編んだ菱形金網で形成されている。各網に分解して表示した図3に示すように、底網2、左右側面網3,4、前後側面網5,6および蓋網7の各網の隣接境界にはそれぞれステンレス線(SUS304)の枠線8〜21が設けられており、金網の線の端は枠線のところで折り返されるかまたはねじり止めされている。
The embodiment of the present invention will be specifically described below with reference to examples.
1 and 2 are a perspective view and a development view of a first embodiment of the square gabion according to the present invention. A rectangular parallelepiped gabion 1 includes a bottom net 2, left and right side nets 3 and 4, front and rear side nets 5 and 6, and a lid net 7, and has dimensions of length L, width W, and height D. Have. Each mesh is formed of a rhombus wire mesh knitted with a stainless steel wire (SUS304). As shown in FIG. 3 disassembled and displayed in each mesh, stainless steel wires (SUS304) are provided at adjacent boundaries of the bottom mesh 2, left and right side meshes 3 and 4, front and rear side meshes 5 and 6, and lid mesh 7, respectively. Frame lines 8 to 21 are provided, and the ends of the wire mesh lines are folded or twisted at the frame lines.

直径3.2mmのステンレス線(SUS304)を巻いて直径50mm、らせん間隔約50mm、長さ450mmのらせん棒状に形成した結合コイルを用いて、隣接する2つの網の各枠線を取り囲むように結合コイルを回転させて巻き付けることにより隣接する網を結合することができる。   Coil so as to surround each frame of two adjacent nets using a coupling coil formed in the shape of a spiral rod having a diameter of 50 mm, a spiral interval of about 50 mm, and a length of 450 mm by winding a stainless steel wire (SUS304) with a diameter of 3.2 mm. Adjacent nets can be joined by rotating and winding the coil.

蛇篭の組み立ては 例えば次の順序で行う。図3に示すように、底網2と前後側面網5,6とは枠線15、16を介して結合されている。蓋網7の四周には枠線18,19,20,21が設けられており、前後側面網6と蓋網7とは枠線18により結合されている。また前後側面網5,6の四周にはそれぞれ枠線8,9,10、11および12,13,14、15が設けられている。各網の境界または網の縁部に設ける枠線はステンレス網線を枠線のところで折り返すかまたはねじり止めすることにより結合される。または製網の段階で製網の進行方向の両縁部のガイド線を枠線として使用することができ、製網の段階中または製網段階後に網の中央部に枠線を挿入することもできる。   For example, the gabion is assembled in the following order. As shown in FIG. 3, the bottom net 2 and the front and rear side nets 5 and 6 are connected via frame lines 15 and 16. Frame lines 18, 19, 20, and 21 are provided on the four circumferences of the lid net 7, and the front and rear side nets 6 and the lid net 7 are coupled by the frame line 18. In addition, frame lines 8, 9, 10, 11 and 12, 13, 14, 15 are provided on the four circumferences of the front and rear side nets 5, 6, respectively. The frame lines provided at the boundaries of the meshes or at the edges of the meshes are joined by folding back or twisting the stainless steel mesh lines at the frame lines. Alternatively, the guide lines at both edges in the traveling direction of the net can be used as a frame line at the net making stage, and the frame line can be inserted into the center of the net during or after the net making stage. it can.

これらの網を工事現場に運んで所定の設置場所に載置し、左右側面網3,4と前後側面網5,6を底網2の面に対して垂直になるように立てて、前後側面網5,6の縁部23,24,25、26のステンレス網線を左右側面網3,4の枠線11,13,15,9のところでそれぞれ折り返すかまたはねじり止めすることにより、隣接する左右側面網3,4と前後側面網5,6とを蛇篭1を組み立てる。ついでその中に石を充填し、その後に蓋網7をその上にかぶせて、ついで蓋網7の枠線20と側面網4の枠線14の二つの枠線を取り囲むように結合コイルを回転させながら取り付け、同様にして、蓋網7の枠線21および側面網5の枠線18、ならびに蓋網7の枠線22および側面網3の枠線10とを結合コイルを用いて結合する。各枠線の各端部と隣接する枠線の各端部とは溶接または折り曲げにより連結される。   These nets are transported to the construction site and placed at predetermined installation locations, and the left and right side nets 3 and 4 and the front and rear side nets 5 and 6 are erected so as to be perpendicular to the surface of the bottom net 2 and The stainless steel mesh wires of the edges 23, 24, 25, and 26 of the meshes 5 and 6 are folded or twisted at the frame lines 11, 13, 15, and 9 of the left and right side meshes 3 and 4, respectively. The gabion 1 is assembled with the side nets 3 and 4 and the front and rear side nets 5 and 6. Next, a stone is filled therein, and then the lid net 7 is placed thereon, and then the coupling coil is rotated so as to surround the two border lines of the border line 20 of the lid mesh 7 and the border line 14 of the side net 4. Similarly, the frame line 21 of the lid net 7 and the frame line 18 of the side net 5 and the frame line 22 of the lid net 7 and the frame line 10 of the side net 3 are coupled using a coupling coil. Each end of each frame line and each end of the adjacent frame line are connected by welding or bending.

以上は蛇篭を単独で設置する場合について説明したが、実際には蛇篭は通常、複数個並べて配置される。この場合には、隣接する蛇篭の左右側面網(または前後側面網)が重複するのでその一方を省略することができる。工事現場において、例えば隣接する底網2つと左右側面網(または前後側面網)1つとをその各縁部の合計3本の枠線を取り囲むように結合コイルを回転させることにより結合する。同様に、隣接する蓋網2つと左右側面網(または前後側面網)1つとをその各縁部の合計3本の枠線を取り囲むように結合コイルを回転させることにより結合する。   Although the above has described the case where gabions are installed alone, in practice, a plurality of gabions are usually arranged side by side. In this case, since the left and right side nets (or front and rear side nets) of adjacent gabions overlap, one of them can be omitted. At the construction site, for example, two adjacent bottom nets and one left and right side nets (or front and rear side nets) are coupled by rotating a coupling coil so as to surround a total of three frame lines at each edge. Similarly, two adjacent lid nets and one left and right side face nets (or front and rear side face nets) are coupled by rotating the coupling coil so as to surround a total of three frame lines at each edge.

蛇篭を多数平面的に並べる平張りに適した角形蛇篭の仕様を表1に示す。なお網目寸法(mm目)は菱形金網の菱形空間の一辺の距離で表している。   Table 1 shows the specifications of a square gabion suitable for flat tension in which a large number of gabions are arranged in a plane. The mesh size (mm mesh) is represented by the distance of one side of the rhombus space of the rhombus wire mesh.

表1
角形蛇篭の寸法 L=2000mm、W=1500mm、D=500mm
底網 左右側面網 前後側面網 蓋網
金網の線の直径 3.2mm 3.2mm 3.2mm 3.2mm
金網の網目 100mm目 100mm目 100mm目 65mm目
枠線の直径 4.0mm 4.0mm 4.0mm 4.0mm
Table 1
Dimensions of square gabion L = 2000mm, W = 1500mm, D = 500mm
Bottom net Left and right side net Front and rear side net Lid mesh wire diameter 3.2mm 3.2mm 3.2mm 3.2mm
Wire mesh 100mm 100mm 100mm 65mm 65mm Border diameter 4.0mm 4.0mm 4.0mm 4.0mm

蓋網用のステンレス線材およびステンレス枠線は予め、粒径0.75mmの鋼球ショットを使用してショットブラスト加工を施して、線材および枠線の表面粗さRzは約80μmであった。この粗面加工ステンレス線の滑り難さは、面的摩擦試験装置を用いて摩擦係数値を測定した。面的摩擦試験装置は、1.5m×1.5mの大きさの水平な試験テーブルと、滑り片、及び滑り片と試験テーブルの間の相対的な運動を生ずる駆動機構からなる。滑り片は長辺30cm、短辺15cmの長方形の底面と約30kgの質量を有し、その底面にはJIS T 8101に規定されるゴムが覆われている。滑り片と駆動機構との間にロードセルを設けて引張り力を電気的データ処理装置で記録する。試験片である1.1m×1.1 mの大きさの蓋網を試験テーブルの上に固定し、滑り片を試験片の中央上面に置きロードセルに接続する。滑り片の運動を開始する直前に表面が濡れる程度に水を試験片蓋網に散布する。水散布後に駆動機構を作動させて滑り片を毎分約100mmで動かせて、記録をスタートさせる。最初に得られる最大応力(静摩擦力)を測定する。静摩擦係数μsは静摩擦力の値(N)を滑り片の質量によって生じる法線力の値(300N)で除した値として計算される。水散布時の静摩擦係数が0.8以上であれば足の滑り防止効果があると判断する。   The stainless steel wire rod and the stainless steel frame wire for the lid net were previously subjected to shot blasting using a steel ball shot having a particle diameter of 0.75 mm, and the surface roughness Rz of the wire material and the frame wire was about 80 μm. For the difficulty of slipping of the roughened stainless steel wire, the friction coefficient value was measured using a surface friction test apparatus. The surface friction test apparatus consists of a horizontal test table having a size of 1.5 m × 1.5 m, a sliding piece, and a driving mechanism that generates relative movement between the sliding piece and the test table. The sliding piece has a rectangular bottom surface with a long side of 30 cm and a short side of 15 cm and a mass of about 30 kg, and the bottom surface is covered with rubber defined in JIS T8101. A load cell is provided between the sliding piece and the drive mechanism, and the tensile force is recorded by an electrical data processor. A lid mesh having a size of 1.1 m × 1.1 m as a test piece is fixed on the test table, and a sliding piece is placed on the center upper surface of the test piece and connected to the load cell. Water is sprayed on the test piece lid so that the surface gets wet immediately before the sliding piece starts to move. After spraying water, the drive mechanism is operated to move the sliding piece at about 100 mm per minute to start recording. The maximum stress (static friction force) obtained first is measured. The static friction coefficient μs is calculated as a value obtained by dividing the value (N) of the static friction force by the value (300 N) of the normal force generated by the mass of the sliding piece. If the static friction coefficient when spraying water is 0.8 or more, it is determined that there is an effect of preventing slipping of the foot.

上記蓋網について測定、計算された静摩擦係数値μsは0.8であった。なお水散布を行わなかった場合の静摩擦係数値μsは1.15であった。また粗面加工を施さないステンレス蓋網についての水散布摩擦係数値は0.1であり、水散布なしの摩擦係数値は0.3であった。   The static friction coefficient value μs measured and calculated for the lid net was 0.8. The coefficient of static friction μs when water was not sprayed was 1.15. Moreover, the water-spraying friction coefficient value for the stainless steel cover net not subjected to roughening was 0.1, and the friction coefficient value without water spraying was 0.3.

以上は蛇篭を平張りの場合の実施例について説明したが、蛇篭を多段積みする実施例2の場合には蛇篭の前後側面網の一方が外部に露出することになるので、例えば表2の仕様に示すように、前後側面網の網目を細かくすることが好ましい。蓋網の粗面加工は前記実施例1と同様に行った。ステンレス線の表面粗さRzおよび摩擦係数の値は実施例1と同じであった。   The embodiment in the case where the gabions are flattened has been described above. However, in the case of Example 2 where the gabions are stacked in multiple stages, one of the front and rear side nets of the gabions is exposed to the outside. As shown in FIG. 2, it is preferable to make the mesh of the front and back side mesh fine. The rough surface processing of the lid net was performed in the same manner as in Example 1. The surface roughness Rz and the coefficient of friction of the stainless steel wire were the same as in Example 1.

表2
角形蛇篭の寸法 L=2000mm、W=1000mm、D=500mm
底網 左右側面網 前後側面網 蓋網
金網の線の直径 3.2mm 3.2mm 3.2mm 3.2mm
金網の網目 100mm目 100mm目 65mm目 65mm目
枠線の直径 4.0mm 4.0mm 4.0mm 4.0mm
Table 2
Dimensions of square gabion L = 2000mm, W = 1000mm, D = 500mm
Bottom net Left and right side net Front and rear side net Lid mesh wire diameter 3.2mm 3.2mm 3.2mm 3.2mm
Wire mesh mesh 100mm eyes 100mm eyes 65mm eyes 65mm eyes Border diameter 4.0mm 4.0mm 4.0mm 4.0mm

本発明の実施例を示す斜視図。The perspective view which shows the Example of this invention. 本発明の実施例を示す展開図。The expanded view which shows the Example of this invention. 本発明の実施例の分解図。The exploded view of the Example of this invention.

符号の説明Explanation of symbols

1・・蛇篭
2・・底網
3、4・・左右側面網
5、6・・前後側面網
7・・蓋網
8,9,10,11,12,13,14,15・・左右側面網の枠線
16,17・・底網と前後側面網の間の枠線
19・・蓋網と前後側面網の間の枠線
20,21,22・・蓋網の枠線
1 .. Gabion 2 .. Bottom net 3, 4. Left and right side net 5,. Front and rear side net 7.. Lid 8, 9, 10, 11, 12, 13, 14, 15. Frame lines 16, 17.. Frame lines 19 between the bottom mesh and the front and rear side networks... Frame lines 20, 21, 22 between the cover nets and the front and rear side networks.

Claims (4)

底網と、4つの側面網と、蓋網とを有する角形蛇篭において、底網、側面網および蓋網のすべてがステンレス線の菱形金網からなり、少なくとも蓋網のステンレス線がブラスト加工によって凹凸処理された粗面表面を有することを特徴とする角形蛇篭。   In a square gabion having a bottom mesh, four side meshes, and a lid mesh, the bottom mesh, the side mesh and the lid mesh are all made of a stainless steel wire rhombus, and at least the stainless steel wire of the lid mesh is processed by blasting. A square gabion characterized by having a roughened surface. 前記粗面表面はJISB0601によるRzで表して50〜200μmの粗さを有する請求項1記載の角形蛇篭。   2. The square gabion according to claim 1, wherein the rough surface has a roughness of 50 to 200 μm represented by Rz according to JISB0601. 前記粗面表面はJISB0601によるRzで表して75〜150μmの粗さを有する請求項1記載の角形蛇篭。   2. The square gabion according to claim 1, wherein the rough surface has a roughness of 75 to 150 μm represented by Rz according to JISB0601. 前記ステンレス線はSUS430、SUS304またはSUS305の組成を有する請求項1〜3のいずれか1項に記載の角形蛇篭。   The square gabion according to any one of claims 1 to 3, wherein the stainless steel wire has a composition of SUS430, SUS304, or SUS305.
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