JP2577251Y2 - Connection structure of welded wire mesh - Google Patents
Connection structure of welded wire meshInfo
- Publication number
- JP2577251Y2 JP2577251Y2 JP1992059428U JP5942892U JP2577251Y2 JP 2577251 Y2 JP2577251 Y2 JP 2577251Y2 JP 1992059428 U JP1992059428 U JP 1992059428U JP 5942892 U JP5942892 U JP 5942892U JP 2577251 Y2 JP2577251 Y2 JP 2577251Y2
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- welding wire
- welded
- bent
- connection structure
- 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 - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、溶接金網同士を所定の
角度をもって連結させる溶接金網の連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure of a welding wire mesh for connecting the welding wires at a predetermined angle.
【0002】[0002]
【従来の技術】格子状に配列した鉄線をそれらの交叉部
で一体に溶接してなる溶接金網同士を連結したものは、
例えば、盛土によって形成される法面の崩壊を防止する
ため、従来積み上げられていた土のう等に置き換えられ
て使用されている。図5に示すように、この種の従来の
溶接金網100は、格子状に配列した縦線101と横線
102とがそれぞれの交叉部で一体に溶接固定され、例
えば、縦線101の一端にそれぞれ環状部103を形成
したものが一般的であった。そして、二枚の溶接金網1
00を、横線102を対向させて上下対称に配置し、各
環状部103を左右にずらせた状態で重ね合わせてそれ
ぞれの環状部103内に軸棒104を挿通することによ
って二枚の溶接金網100,100を該軸棒104を中
心に回動自在とし、上側の溶接金網100を法面の角度
と一致するように調整できる構造となっている。2. Description of the Related Art A welding wire mesh formed by integrally welding iron wires arranged in a grid at their intersections,
For example, in order to prevent collapse of a slope formed by embankment, it has been used in place of a conventionally accumulated sandbag or the like. As shown in FIG. 5, in this type of conventional welding wire mesh 100, a vertical line 101 and a horizontal line 102 arranged in a grid are integrally welded and fixed at their intersections. What formed the annular part 103 was common. And two pieces of welding wire mesh 1
00 are arranged symmetrically with the horizontal line 102 facing each other, and the annular portions 103 are superposed with the annular portions 103 shifted to the left and right, and the shaft rod 104 is inserted into each annular portion 103, thereby forming two welded metal meshes 100. , 100 are rotatable about the shaft bar 104, and the upper welding wire mesh 100 can be adjusted to match the angle of the slope.
【0003】[0003]
【考案が解決しようとする課題】しかしながら上記溶接
金網100では、各縦線101の一端に形成される環状
部103の加工が極めて面倒であり、また、重ね合わせ
た溶接金網100,100の各環状部103内に軸棒1
04を挿通させる作業も作業性が良いとは云い難く、現
場作業のコスト増の要因となっていた。However, in the above-described welding wire mesh 100, the processing of the annular portion 103 formed at one end of each vertical wire 101 is extremely troublesome, and the annular shapes of the overlapping welding wire meshes 100, 100 are extremely difficult. Shaft rod 1 in part 103
It is hard to say that the work for inserting the 04 is good in workability, and this has been a factor of increasing the cost of the work on site.
【0004】また、重ね合わされる溶接金網100の環
状部103内に軸棒104を挿入して回動自在とする
と、両溶接金網100は軸棒104を中心として360
度の範囲で自由な位置関係が取られるようになり、法面
の角度に合わせて所望角度でそれぞれの溶接金網100
を別途の手段で固定させてから盛土する必要があり非常
に手間であった。[0004] When the shaft 104 is inserted into the annular portion 103 of the welded wire mesh 100 so as to be rotatable, the two welded wire meshes become 360 around the shaft 104.
The positional relationship can be freely set within the range of degrees, and each welding wire mesh 100 can be set at a desired angle according to the angle of the slope.
Was required to be fixed by another means and then embanked, which was very troublesome.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するため
に本考案の溶接金網の連結構造は、格子状に配列した鉄
線をそれらの交叉部で一体に溶接し、各縦線又は横線の
一端側の横線又は縦線間を略く字状に折曲加工して屈曲
部を形成してなる溶接金網を、左右にずらせた状態で上
下対称に重ね合わせると共に、上下の溶接金網のそれぞ
れの屈曲部間に軸棒を挿通し、該軸棒を支点として上側
の溶接金網を前記屈曲部の角度に対応させて傾斜自在と
したことを特徴とする。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a connecting structure of a welding wire mesh according to the present invention is constructed such that iron wires arranged in a grid are integrally welded at their intersections, and one end of each vertical line or horizontal line. The welded wire mesh formed by bending the horizontal and vertical lines between the two sides into a substantially rectangular shape to form a bent portion is superimposed vertically symmetrically while being shifted to the left and right, and the respective bending of the upper and lower welded wire meshes The present invention is characterized in that a shaft rod is inserted between the portions, and the upper welding wire mesh can be freely inclined in accordance with the angle of the bent portion with the shaft rod as a fulcrum.
【0006】[0006]
【作用】上記溶接金網の連結構造では、溶接金網の一端
側の縦線又は横線の横線又は縦線間に折曲加工を施して
略く字状の屈曲部を形成したので、左右にずらせた状態
で上下対称に重ね合わせると上下の各溶接金網の屈曲部
間に略矩形状の隙間が形成され軸棒の挿入が容易とな
り、上側の溶接金網は該軸棒を支点としてそれぞれの屈
曲部の折曲角度に応じ、各屈曲部と直交して溶接される
端部の横線又は縦線の当接によって傾斜角度が所望角度
に規制され、それ以上開くことなく連結された構造とな
る。In the connection structure of the above-mentioned welded wire mesh, a bent portion is formed between the vertical lines or the horizontal lines or the vertical lines at one end side of the welded wire mesh, so that the welded wire mesh is shifted right and left. When vertically symmetrically overlapped in this state, a substantially rectangular gap is formed between the bent portions of the upper and lower welded metal meshes, and the insertion of the shaft rod is facilitated. In accordance with the bending angle, the inclination angle is regulated to a desired angle by abutment of a horizontal line or a vertical line of an end portion which is welded orthogonally to each bent portion, and the structure is connected without further opening.
【0007】[0007]
【実施例】以下、図面を参照して本考案の一実施例を説
明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.
【0008】図1は本考案の一実施例に係る溶接金網の
連結構造を分解して示す斜視図であり、図2はその概略
縦断面図である。本考案の溶接金網の連結構造は、例え
ば、造成される盛土と水平に埋設される溶接金網1に対
し、溶接金網2を法面に沿った所定の角度で確実に連結
させる構造である。FIG. 1 is an exploded perspective view showing a connection structure of a welding wire net according to an embodiment of the present invention, and FIG. 2 is a schematic longitudinal sectional view thereof. The connection structure of the welding wire mesh of the present invention is, for example, a structure in which the welding wire mesh 2 is securely connected at a predetermined angle along the slope to the embankment to be laid and the welding wire mesh 1 buried horizontally.
【0009】溶接金網1,2は何れも鉄線である複数本
の縦線3と複数本の横線4を格子状に配設し、各縦線3
及び横線4の交叉部をそれぞれ一体に溶接したもので、
各縦線3の法面側となる一端の横線4,4間には、三角
形状の略く字状に突出する屈曲部5が折曲成形されてい
る。盛土と水平に埋設される一方の溶接金網1は、それ
ぞれの横線4が各縦線3の下側に溶接されており、各屈
曲部5は表面側に向かって突出されている。また、溶接
金網2の各弯曲部5は各横線4の溶接された側に形成さ
れている。ここで、略く字状の屈曲部5としては、上記
略三角形状は勿論、略半円状の角度のない弯曲形状まで
も含む概念とする。In each of the welding wire meshes 1 and 2, a plurality of vertical lines 3 and a plurality of horizontal lines 4 each of which is an iron wire are arranged in a lattice pattern.
And the intersection of the horizontal lines 4 are welded together, respectively.
Between the horizontal lines 4 and 4 at one end on the slope side of each vertical line 3, a bent portion 5 projecting in a substantially rectangular triangular shape is bent. In one welding wire mesh 1 buried horizontally with the embankment, each horizontal line 4 is welded to a lower side of each vertical line 3, and each bent portion 5 projects toward the surface side. Further, each curved portion 5 of the welding wire mesh 2 is formed on the welded side of each horizontal wire 4. Here, the bent portion 5 having a substantially rectangular shape has a concept including not only the above-described substantially triangular shape but also a substantially semicircular curved shape without an angle.
【0010】更に、各縦線3の他端にはそれぞれ略コ字
状に折曲された鉤部6が設けられている。該鉤部6に
は、盛土と水平に埋設される後述する合成樹脂製網7が
連結されるようになっている。Further, at the other end of each vertical line 3, a hook portion 6 which is bent in a substantially U-shape is provided. The hook 6 is connected to a synthetic resin net 7 to be described later, which is buried horizontally with the embankment.
【0011】上記縦線3及び横線4の各線材の太さは5
〜8mm、形成される網目の大きさは約50〜100m
mのものが好適に使用される。尚、溶接金網1,2は何
れも土中に埋設して使用されるため、土圧によって曲が
り難い高硬線を使用し、表面に充分な防錆処理が施され
ていることが望ましい。The thickness of each of the vertical line 3 and the horizontal line 4 is 5
~ 8mm, the size of the formed mesh is about 50 ~ 100m
m are preferably used. Since the welding wire meshes 1 and 2 are both buried in the soil, it is desirable that a high hard wire that is not easily bent by the earth pressure be used and that the surface be sufficiently rust-proofed.
【0012】上記溶接金網1及び2は、図2に示すよう
に、それぞれ横線4及び各屈曲部5の突出側が対向して
配置され、各屈曲部5がそれぞれ左右にずれた状態で溶
接金網1,2同士が重ね合わされる。この状態でそれぞ
れの屈曲部5間に略矩形状の隙間が形成され、該隙間へ
軸棒8が容易に挿入され、上側の溶接金網2が屈曲部5
間に挟まれる上記軸棒8を支点として角度θをもつ傾斜
状態で広げられた連結構造となる。尚、軸棒8は上記縦
線3などと同質の鉄線が好適に用いられる。As shown in FIG. 2, the welding wire meshes 1 and 2 are arranged such that the horizontal lines 4 and the protruding sides of the bent portions 5 face each other, and the bent wire portions 5 are shifted left and right, respectively. , 2 are superimposed. In this state, a substantially rectangular gap is formed between the bent portions 5, the shaft rod 8 is easily inserted into the gap, and the upper welding wire mesh 2 is
The connection structure is expanded in an inclined state having an angle θ with the shaft rod 8 interposed therebetween as a fulcrum. The shaft 8 is preferably made of an iron wire of the same quality as the vertical wire 3 or the like.
【0013】本考案の溶接金網1,2の連結構造では、
水平に埋設される溶接金網1の屈曲部5の折込片5aと
広げられた溶接金網2の各縦線3の最端縁に溶接された
横線4が、図2に示すようにそれぞれ接触するまで近接
するため、溶接金網2は軸棒8を支点としてそれ以上回
動することなく所望の角度θで固定され、回動が規制さ
れる。従って、盛土により形成される法面の一般的な傾
斜角度θを例えば、5分勾配、即ち、約63.4度とす
るには、縦線3、横線4及び軸棒8の外径を6mmとす
れば、図2に示すように、溶接金網1,2の各屈曲部5
の形状は、折込片5aの長さLが約30mmのとき、水
平面に対する傾斜角度αが約58度、屈曲部5の屈曲角
度βが約63度となる。尚、例えば、上記折込片5aの
長さLが約30mm、傾斜角度αが約49度、屈曲部5
の屈曲角度βが約90度となるように屈曲部5を成形す
れば溶接金網2の傾斜角度θは約45度となり、また、
例えば、折込片5aの長さLが約30mm、傾斜角度α
が約74度、屈曲部5の屈曲角度βが約64度となるよ
うに屈曲部5を成形すれば傾斜角度θは約90度とな
る。法面の傾斜角度としては約45〜90度が適当であ
るため、屈曲部5の折込片5aの長さLが30mmであ
れば、傾斜角度αは約49〜74度、屈曲角度βは約6
4〜90度の範囲となるように屈曲部5を成形すること
により、溶接金網2を所望の傾斜角度θとして法面の傾
斜角と一致させた状態で溶接金網1に対して確実に連結
させることが可能となる。In the connection structure of the welding nets 1 and 2 of the present invention,
As shown in FIG. 2, until the folded piece 5a of the bent portion 5 of the welding wire mesh 1 buried horizontally and the horizontal line 4 welded to the outermost edge of each vertical wire 3 of the expanded welding wire mesh 2 contact each other as shown in FIG. Because of the close proximity, the welding wire mesh 2 is fixed at a desired angle θ without rotating any more about the shaft 8 and the rotation is regulated. Therefore, in order to set the general inclination angle θ of the slope formed by the embankment to, for example, a 5-minute gradient, that is, about 63.4 degrees, the outer diameters of the vertical line 3, the horizontal line 4, and the shaft 8 should be 6 mm. Then, as shown in FIG.
When the length L of the folding piece 5a is about 30 mm, the inclination angle α with respect to the horizontal plane is about 58 degrees, and the bending angle β of the bent portion 5 is about 63 degrees. For example, the length L of the folding piece 5a is about 30 mm, the inclination angle α is about 49 degrees,
If the bending portion 5 is formed so that the bending angle β of the welding wire mesh 2 becomes about 90 degrees, the inclination angle θ of the welding wire mesh 2 becomes about 45 degrees, and
For example, the length L of the folding piece 5a is about 30 mm, and the inclination angle α
If the bent portion 5 is formed so that the bending angle β of the bent portion 5 is approximately 64 degrees, the inclination angle θ is approximately 90 degrees. As the inclination angle of the slope is approximately 45 to 90 degrees, if the length L of the bent piece 5a of the bent portion 5 is 30 mm, the inclination angle α is approximately 49 to 74 degrees, and the bending angle β is approximately 6
By forming the bent portion 5 so as to be in the range of 4 to 90 degrees, the welding wire mesh 2 is reliably connected to the welding wire mesh 1 in a state where the welding wire mesh 2 is set to a desired tilt angle θ and is matched with the slope angle of the slope. It becomes possible.
【0014】また、溶接金網1,2の各屈曲部5間の隙
間は溶接金網2を水平に重ね合わせただけの連結前の状
態では広く略矩形状を呈しているため軸棒8の挿入も非
常に簡単であり、溶接金網2を広げればるだけで所望の
傾斜角度θが得られ、現場での作業性が非常に向上する
連結構造となる。In addition, the gap between the bent portions 5 of the welding meshes 1 and 2 is wide and substantially rectangular in a state before the connection, in which the welding meshes 2 are merely overlapped horizontally, so that the shaft rod 8 can be inserted. The connection structure is very simple, a desired inclination angle θ can be obtained only by expanding the welding wire mesh 2, and workability on site is greatly improved.
【0015】上記溶接金網1,2の連結構造を用いた盛
土の造成は次のように簡単に行われる。即ち、図3に示
すように、地盤10上に横線4が表面側、屈曲部5を法
面側に配置して溶接金網1を敷設すると共に、溶接金網
2の横線4を下側にして屈曲部5を、溶接金網1の屈曲
部5より少しだけ左右にずらせた状態で重ね合わせ、各
屈曲部5間に軸棒8を挿通して溶接金網2を持ち上げる
だけで、軸棒8を支点として溶接金網1に対して所定の
傾斜角度をもって溶接金網2が広げられる。一方、縦線
3の他端の鉤部6には合成樹脂製網7の端部が巻かれた
帯体9が配置され、各縦線3に合成樹脂製網7の網目を
それぞれ挿着して連結する(図2参考)。該合成樹脂製
網7は、土砂の崩壊を防止するもので、例えば、ポリエ
ステル、ナイロン、ビニロン等、各種合成繊維フィラメ
ントの引揃え糸、撚糸等を平織搦織し、ポリ塩化ビニル
やアクリル系樹脂によって加工したもので、網目の大き
さが5〜40mm、好ましくは8〜25mm程度のもの
であって、織り網の原反の巾は約1.5〜2.5mの長
尺の巻物(長さ約10〜30m)のものが好適に使用さ
れる。The embankment formation using the connection structure of the welding wire meshes 1 and 2 is simply performed as follows. That is, as shown in FIG. 3, the horizontal wire 4 is disposed on the ground 10 on the surface side and the bent portion 5 is disposed on the side of the slope to lay the welding wire 1, and the horizontal wire 4 of the welding wire 2 is bent downward. The portions 5 are overlapped with each other slightly shifted left and right from the bent portions 5 of the welded wire mesh 1, and the shaft wire 8 is inserted between the bent portions 5 to lift the welded wire mesh 2, and the shaft 8 is used as a fulcrum. The welding wire mesh 2 is expanded at a predetermined inclination angle with respect to the welding wire mesh 1. On the other hand, a band 9 around which the end of the synthetic resin net 7 is wound is disposed on the hook 6 at the other end of the vertical line 3, and the mesh of the synthetic resin net 7 is inserted into each vertical line 3 respectively. (See FIG. 2). The synthetic resin net 7 is for preventing the collapse of earth and sand. For example, a polyester yarn, a nylon yarn, a vinylon or the like, a plain yarn of various synthetic fiber filaments, a twist yarn, etc., is woven in a plain weave, and is made of polyvinyl chloride or acrylic resin. The size of the mesh is 5 to 40 mm, preferably about 8 to 25 mm, and the width of the raw fabric of the woven mesh is about 1.5 to 2.5 m. Those having a thickness of about 10 to 30 m) are preferably used.
【0016】溶接金網1,2が所定の角度をもって広げ
られて連結され、また、溶接金網1と合成樹脂製網7と
が帯体9を介して連結されると、図4に示すように、土
砂11を盛土し、てん圧する。このとき、溶接金網2は
溶接金網1に対して所定の傾斜角度θ以上に広がらない
構造となるため、土圧が溶接金網2に加わって広げよう
としても、予め設定される所望の角度以上に広がる心配
がなく、溶接金網2の連結角度で法面12が造成され
る。以後、上記作業を繰り返して所定の高さの法面12
を持つ盛土が造成される。When the welded metal meshes 1 and 2 are connected by being spread at a predetermined angle, and the welded metal mesh 1 and the synthetic resin mesh 7 are connected via the band 9, as shown in FIG. The earth and sand 11 are embanked and pressure is applied. At this time, since the welding wire mesh 2 has a structure that does not spread more than the predetermined inclination angle θ with respect to the welding wire mesh 1, even if the earth pressure is applied to the welding wire mesh 2 to spread it, the welding wire mesh 2 becomes more than a predetermined angle. There is no fear of spreading, and the slope 12 is formed at the connection angle of the welding wire mesh 2. Thereafter, the above operation is repeated to set the slope 12 having a predetermined height.
The embankment with is created.
【0017】また、図5に示す法面に沿って立ち上がる
溶接金網21のように、各縦線3の他端にも屈曲部51
を一体に成形してもよい。このような溶接金網21を溶
接金網1に連結すると、てん圧された土砂11上に積み
上げられる溶接金網1と連結された溶接金網21の下方
の横線4上に上記屈曲部51が位置され、軸棒8を介し
て溶接金網21同士も確実に連結されるようになる。こ
の場合、積み重ねられた盛土の崩壊が起こっても各溶接
金網21同士の連結が確実であるため、土砂の流出を食
い止める作用が高められる。As shown in FIG. 5, a bent portion 51 is also provided at the other end of each vertical line 3, like a welded wire net 21 rising along the slope.
May be integrally formed. When such a welding wire mesh 21 is connected to the welding wire mesh 1, the bent portion 51 is located on the horizontal line 4 below the welding wire mesh 21 connected to the welding wire mesh 1 stacked on the torsion soil 11 and the shaft. The welding wire nets 21 are also reliably connected to each other via the rod 8. In this case, even if the piled embankment collapses, the connection between the respective welded metal nets 21 is ensured, so that the action of stopping outflow of earth and sand is enhanced.
【0018】[0018]
【考案の効果】以上の説明から明らかなように、本考案
の溶接金網の連結構造では、重ね合わされる溶接金網の
屈曲部間の隙間に軸棒が簡単に挿入され、上側の溶接金
網は該軸棒を支点として屈曲部の形状に対応し、屈曲部
と直交する端部の横線又は縦線によって傾斜角度が規制
されて容易に所望の角度以上に広げられることなく溶接
金網同士が連結されるといった効果を奏する。As is apparent from the above description, in the connection structure of the welding mesh of the present invention, the shaft rod is easily inserted into the gap between the bent portions of the overlapping welding mesh, and the upper welding mesh is Corresponding to the shape of the bent part with the shaft rod as a fulcrum, the inclination angle is regulated by the horizontal line or vertical line of the end perpendicular to the bent part, and the welded wire mesh is connected without being easily expanded beyond the desired angle. This has the effect.
【図1】本考案の一実施例に係る溶接金網の連結構造を
分解して示す斜視図である。FIG. 1 is an exploded perspective view showing a connection structure of a welding wire net according to an embodiment of the present invention.
【図2】本考案の溶接金網の連結構造の側面図である。FIG. 2 is a side view of the connection structure of the welding wire mesh of the present invention.
【図3】本考案の溶接金網の連結構造を用いた盛土の造
成例を示す概略断面図であり、地盤上への敷設状態を示
している。FIG. 3 is a schematic cross-sectional view showing an example of embankment formation using the welding wire mesh connection structure of the present invention, showing a state of being laid on the ground.
【図4】本考案の溶接金網の連結構造を用いた盛土の造
成例を示す概略断面図であり、法面形成状態を示してい
る。FIG. 4 is a schematic cross-sectional view showing an example of embankment formation using the connection structure of the welding wire mesh of the present invention, showing a slope formation state.
【図5】本考案の他例の溶接金網の連結構造を用いた盛
土の造成例を示す概略断面図である。FIG. 5 is a schematic cross-sectional view showing an example of embankment formation using the connection structure of a welding wire net according to another example of the present invention.
【図6】従来の溶接金網の連結構造を示す概略側面図で
ある。FIG. 6 is a schematic side view showing a connection structure of a conventional welding wire mesh.
1,2 溶接金網 3 縦線 4 横線 5 屈曲部 8 軸棒 1, 2 Welded wire mesh 3 Vertical line 4 Horizontal line 5 Bend 8 Shaft
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−131724(JP,A) 特開 平4−312617(JP,A) 実開 平1−90843(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02D 17/18────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-1-131724 (JP, A) JP-A-4-313617 (JP, A) JP-A-1-90843 (JP, U) (58) Survey Field (Int.Cl. 6 , DB name) E02D 17/18
Claims (1)
一体に溶接し、各縦線又は横線の一端側の横線又は縦線
間を略く字状に折曲加工して屈曲部を形成してなる溶接
金網を、左右にずらせた状態で上下対称に重ね合わせる
と共に、上下の溶接金網のそれぞれの屈曲部間に軸棒を
挿通し、該軸棒を支点として上側の溶接金網を前記屈曲
部の角度に対応させて傾斜自在とした溶接金網の連結構
造。An iron wire arranged in a lattice is integrally welded at the intersection thereof, and each vertical line or horizontal line at one end of the horizontal line or between the vertical lines is bent into a substantially rectangular shape to form a bent portion. The formed welding wire mesh is vertically symmetrically overlapped with each other while being shifted to the left and right, and a shaft rod is inserted between the bent portions of the upper and lower welding wire meshes, and the upper welding wire mesh is used with the shaft rod as a fulcrum. Welded wire mesh connection structure that can be tilted freely according to the angle of the bent part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992059428U JP2577251Y2 (en) | 1992-07-31 | 1992-07-31 | Connection structure of welded wire mesh |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992059428U JP2577251Y2 (en) | 1992-07-31 | 1992-07-31 | Connection structure of welded wire mesh |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0614234U JPH0614234U (en) | 1994-02-22 |
JP2577251Y2 true JP2577251Y2 (en) | 1998-07-23 |
Family
ID=13112989
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1992059428U Expired - Fee Related JP2577251Y2 (en) | 1992-07-31 | 1992-07-31 | Connection structure of welded wire mesh |
Country Status (1)
Country | Link |
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JP (1) | JP2577251Y2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5375621A (en) * | 1976-12-16 | 1978-07-05 | Teruo Honami | Running machine of 22wheels vehicle on snow or water |
JP5986967B2 (en) * | 2013-08-15 | 2016-09-06 | 旭化成ジオテック株式会社 | Divided wall construction wall unit |
JP6420672B2 (en) * | 2015-01-22 | 2018-11-07 | 共生機構株式会社 | Retaining wall structure construction method |
-
1992
- 1992-07-31 JP JP1992059428U patent/JP2577251Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0614234U (en) | 1994-02-22 |
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