JPH08218382A - Net board for form - Google Patents

Net board for form

Info

Publication number
JPH08218382A
JPH08218382A JP7056432A JP5643295A JPH08218382A JP H08218382 A JPH08218382 A JP H08218382A JP 7056432 A JP7056432 A JP 7056432A JP 5643295 A JP5643295 A JP 5643295A JP H08218382 A JPH08218382 A JP H08218382A
Authority
JP
Japan
Prior art keywords
steel wire
wire
outermost
mesh plate
bent portion
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
JP7056432A
Other languages
Japanese (ja)
Inventor
Jiyunshiyoku Shin
潤植 申
Kengo Kimoto
健吾 木本
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.)
KOKUDO BOSAI GIJUTSU KK
Original Assignee
KOKUDO BOSAI GIJUTSU KK
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 KOKUDO BOSAI GIJUTSU KK filed Critical KOKUDO BOSAI GIJUTSU KK
Priority to JP7056432A priority Critical patent/JPH08218382A/en
Priority to CN95108307A priority patent/CN1078921C/en
Priority to KR1019950017861A priority patent/KR960031716A/en
Publication of JPH08218382A publication Critical patent/JPH08218382A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To enhance safety by superposing steel wires in a transverse direction on steel wires disposed parallelly in a longitudinal direction, cross each other, and fixedly attaching a bent portion on one end of the transverse wire and the other end thereof to the uppermost wire and the lowermost wire, in longitudinal direction, respectively. CONSTITUTION: A plurality of steel wires 10 are disposed nearly parallelly in a longitudinal direction. A bent portion 21 is formed on one end of a transverse steel wire 20. And the transverse wires 20 are superposed on the wires 10 disposed in a longitudinal direction, nearly parallelly, so that both the wires are disposed diagonally at about 90 deg.. Further, a bent portion 21 on one end of the wire 10 is superposed on the outermost or uppermost wire 10T, and the other ends of the wire 20 are superposed on the outermost or lowermost wire 10B and intersections between the wires 10 and the wires 20 are fixed to each other to form a net board 1 for form. Conseguently, by providing the bent portion 21 on one end of the wire 20, the wire 20 does not protrude from the upper edge of the board 1, so that working clothes of worker is prevented from being caught and hence injury to worker can be avoided and safety can be enhanced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、オープンカット工法な
どにより造成した高速道路や各種の施設などに面する傾
斜した法面又は崩壊の恐れのある急傾斜地などの法面保
護工の造成の際に用いる法枠を形成するための型枠、型
枠用網板及び型枠用網板の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is applied to the construction of slope protection works such as slopes facing highways and various facilities constructed by the open-cut construction method or steep slopes that may collapse. The present invention relates to a formwork for forming a method frame used in, a formwork mesh plate, and a method for manufacturing the form mesh plate.

【0002】[0002]

【従来の技術】従来の法枠の網板は、例えば実公昭54
−21844号に示されているようにクリンプ線が縦横
に交叉して格子形状に編成された金網板からなってい
て、前記公報の第2図及び第4図のように、金網板の上
縁では幅方向の鋼線が切断されたままで最外の長さ方向
の鋼線より突出しているので、法枠形成作業中に作業者
がこの突出した鋼線の端末に触れて作業衣を引っ掛けた
り、負傷し、またコントリート打設用のホースがこの突
出した鋼線の端末に引っ掛かり、このために配置した法
枠が移動したり、線材が折れ曲がるなど、種々の問題点
があった。
2. Description of the Related Art A mesh plate of a conventional law frame is disclosed in, for example, Jitsuko Sho 54
No. 21844, it comprises a wire mesh plate in which crimp lines are crossed lengthwise and crosswise and is knitted in a lattice shape, and as shown in FIGS. 2 and 4 of the publication, the upper edge of the wire mesh plate is Since the steel wire in the width direction is still cut and protrudes from the steel wire in the outermost length direction, an operator may touch the end of the protruding steel wire and hook his work clothes while forming the legal frame. However, there were various problems such as being injured, and the hose for placing the contrite was caught on the end of the protruding steel wire, and the method frame arranged for this purpose was moved, and the wire rod was bent.

【0003】[0003]

【発明が解決しょうとする課顕】本発明の目的は、上記
の問題点を解消すべく、網板の上縁にホースや衣類など
が引っ掛からず、作業者が作業中に網板の上縁に触れて
も負傷しない安全性を考慮した型枠用網板、及びその型
枠用網板の製造方法を提供することにある。本発明の他
の目的は、単位時間当たりの網板の製造量が著しく多
く、製造コストが低い網板を提供することにある。さら
に本発明の他の目的は、単位時間当たりの網板の製造量
が著しく多く、製造コストが低い網板の製造方法を提供
することにある。
SUMMARY OF THE INVENTION In order to solve the above problems, the object of the present invention is to prevent the hose or clothing from being caught on the upper edge of the mesh plate so that the operator can work the upper edge of the mesh plate while working. It is an object of the present invention to provide a mesh plate for a form and a method for manufacturing the mesh plate for a mold in consideration of safety without being injured even if touched. Another object of the present invention is to provide a net plate which has a significantly large amount of net plates manufactured per unit time and is low in manufacturing cost. Still another object of the present invention is to provide a method for manufacturing a mesh plate which has a significantly large amount of mesh plate manufactured per unit time and is low in manufacturing cost.

【0004】[0004]

【課題を解決するための手段】本発明は、図1に示すよ
うに、長さ方向にほぼ平行に配置された鋼線10にほぼ
垂直に交差して重ね合わされ、形成された交点を固着し
た幅方向の鋼線20とからなる型枠用網板1であって、
該幅方向の鋼線は、一端側で屈曲部21を形成され、該
屈曲部又は該屈曲部付近において上縁となる最外の該長
さ方向の鋼線10Tに固着されており、他端側で下縁と
なる最外の該長さ方向の鋼線10Bに固着されて形成さ
れている。また本発明は、図2に示すように、長さ方向
に平行に配置された鋼線10と最外の鋼線10Tに沿っ
て長さ方向に配列された波状の鋼線にほぼ垂直に交差し
て重ね合わされ、交点において固着された幅方向の鋼線
20とからなる型枠用網板1であって、該幅方向の鋼線
は、一端側と長さ方向に配置された該波状の鋼線の谷の
部分とが固着されて形成されている。本発明は、図3に
示すように、平行に対向した一対の型枠用網板1、1間
に、コ字状の連結用スターラップ筋30を配置し、その
一対の立辺31、31を鋼線によりそれぞれ一対の網板
1、1に回転可能に固着して折り畳み可能に構成した型
枠Fにおいて、該網板が、長さ方向にほぼ平行に配置さ
れた鋼線10にほぼ垂直に交差して重ね合わされた幅方
向の鋼線20とからなり、該幅方向の鋼線は、一端側で
屈曲部21を形成され、該屈曲部又は該屈曲部付近にお
いて上縁となる最外の該長さ方向の鋼線10Tに固着さ
れており、幅方向の他端側で下縁となる最外の該長さ方
向の鋼線10Bに固着されて形成されている。また本発
明は、平行に対向した一対の網板1、1間に、コ字状の
連結用スターラップ筋30を配置し、その一対の立辺3
1、31を鋼線によりそれぞれ一対の網板1、1に回転
可能に固着して折り畳み可能に構成した型枠Fにおい
て、該網板が、長さ方向に平行に配置された鋼線10と
最外の鋼線10Tに沿って長さ方向に配列された波状の
鋼線にほぼ垂直に交差して重ね合わされ、交点において
固着された幅方向の鋼線20とからなる型枠用網板1で
あって、該幅方向の鋼線は、一端側と長さ方向に配置さ
れた該波状の鋼線の谷の部分とが固着されて形成されて
いる。図4は、長さ方向にほぼ平行に配置された鋼線1
0と、該鋼線にほぼ垂直に交差して重ね合わされた幅方
向の鋼線20とからなり、該幅方向の鋼線は、一端側で
屈曲部21を形成され、該屈曲部又は該屈曲部付近にお
いて上縁となる最外の該長さ方向の鋼線10Tに固着さ
れており、他端側で下縁となる最外の該長さ方向の鋼線
10Bに固着されて形成されている一対の網板1、1の
間に複数個のスターラップ筋30をほぼ等間隔に配置
し、その一対の立辺31、31を鋼線によりそれぞれ一
対の網板1、1に回転可能に固着して折り畳み可能に構
成した型枠Fを組み立てるときの状態を説明する説明図
である。さらに本発明は、長さ方向にほぼ平行に鋼線1
0を配置し、これらの鋼線に、幅方向の一端側で屈曲部
21を形成された幅方向の鋼線20を、ほぼ垂直に交差
して重ね合わせ、該屈曲部又は該屈曲部付近を上縁とな
る最外の該長さ方向の鋼線10Tに、そして幅方向の他
端側を下縁となる最外の該長さ方向の鋼線10Bにそれ
ぞれ重ね、形成される長さ方向の鋼線と幅方向の鋼線と
の交点を固着することを特徴とする型枠用網板1の製造
方法である。また本発明は、長さ方向に平行に配置され
た鋼線10と最外の鋼線10Tに沿って長さ方向に配列
された波状の鋼線に対して鋼線20を幅方向、即ちほぼ
垂直に、交差して重ね合わせ、交点において固着すると
ともに、幅方向の鋼線の一端側と長さ方向に配置された
該波状の鋼線の谷の部分とを固着することを特徴とする
型枠用網板1の製造方法である。本発明において、長さ
方向に配置された鋼線10と幅方向に配置された鋼線2
0とを交差させ交点を固着するには溶接、特にスポット
溶接が好適である。次に、本発明の型枠Fを用いて法枠
を形成するには、法面に一対の型枠用網板1、1を平行
に立設して型枠Fを設置し、複数の下部主鉄筋を上部の
開口から入れて上向きコ字形の下側横筋(下側スターラ
ップ)の底辺上に適当な間隔に配置し、更に複数の上部
主鉄筋を上部横棒上に配置する。その後、下向きコ字形
の下側横筋(上側スターラップ)をその両側辺が両側の
上部主鉄筋の外側となり下側横筋の両辺と重なるように
設置する。最後に、設置された型枠内にコンクリートを
打設して法枠を形成する。
According to the present invention, as shown in FIG. 1, steel wires 10 arranged substantially parallel to the length direction are overlapped with each other so as to intersect each other substantially perpendicularly, and the formed intersections are fixed. A mesh plate 1 for formwork, which comprises a steel wire 20 in the width direction,
The widthwise steel wire has a bent portion 21 formed at one end side, and is fixed to the outermost steel wire 10T in the lengthwise direction which is an upper edge at or near the bent portion, and the other end. It is formed by being fixedly attached to the outermost steel wire 10B in the length direction which is the lower edge on the side. Further, as shown in FIG. 2, the present invention substantially intersects the steel wire 10 arranged in parallel with the length direction and the wavy steel wire arranged in the length direction along the outermost steel wire 10T substantially perpendicularly. And a widthwise steel wire 20 which is superposed on each other and fixed at an intersection point, and the widthwise steel wire has the wavy shape arranged at one end side and the longitudinal direction. The valley portion of the steel wire is fixedly formed. As shown in FIG. 3, the present invention arranges a U-shaped connecting stirrup bar 30 between a pair of frame net plates 1 and 1 facing each other in parallel, and the pair of vertical sides 31, 31. In a form F configured to be rotatably fixed to a pair of mesh plates 1 and 1 by steel wires so as to be foldable, the mesh plates are substantially perpendicular to a steel wire 10 arranged substantially parallel to the length direction. And a widthwise steel wire 20 that is overlapped with and intersected with each other. The widthwise steel wire is formed with a bent portion 21 at one end side, and is an outermost portion that is an upper edge at or near the bent portion. It is fixed to the lengthwise steel wire 10T and is fixedly formed to the outermost lengthwise steel wire 10B which is the lower edge at the other end side in the width direction. Further, according to the present invention, a U-shaped connecting stirrup bar 30 is arranged between a pair of net plates 1 and 1 facing each other in parallel, and the pair of vertical sides 3 thereof.
In a form F having rotatably fixed 1 and 31 to a pair of mesh plates 1 and 1 by steel wires, respectively, the mesh plates are steel wires 10 arranged parallel to the longitudinal direction. A mesh plate 1 for a form made up of a wavy steel wire arranged in the longitudinal direction along the outermost steel wire 10T, and a widthwise steel wire 20 which is superposed so as to intersect substantially perpendicularly and fixed at an intersection. The steel wire in the width direction is formed by fixing one end side and a trough portion of the wavy steel wire arranged in the length direction. FIG. 4 shows a steel wire 1 arranged substantially parallel to the length direction.
0 and a widthwise steel wire 20 which is overlapped with the steel wire so as to intersect substantially perpendicularly to the steel wire. The widthwise steel wire is formed with a bent portion 21 at one end side, and the bent portion or the bent portion is formed. Is fixed to the outermost steel wire 10T in the lengthwise direction which is the upper edge in the vicinity of the portion, and is fixedly formed to the outermost steel wire 10B in the lengthwise direction which is the lower edge at the other end. A plurality of stirrup streaks 30 are arranged at substantially equal intervals between the pair of mesh plates 1 and 1, and the pair of vertical sides 31 and 31 are rotatable with the steel wire to the pair of mesh plates 1 and 1, respectively. It is explanatory drawing explaining the state at the time of assembling the form F which fixed and was comprised so that it could be folded. Further, according to the present invention, the steel wire 1 is substantially parallel to the length direction.
0 is arranged, and the steel wires 20 in the width direction in which the bent portions 21 are formed at one end side in the width direction are superposed on these steel wires so as to intersect substantially perpendicularly, and the bent portions or the vicinity of the bent portions are A length direction formed by stacking the outermost steel wire 10T in the length direction, which is an upper edge, and the other end side in the width direction on the outermost steel wire 10B in the length direction, which is a lower edge. Is a method for manufacturing the mesh plate 1 for a form, characterized in that the intersection of the steel wire and the steel wire in the width direction is fixed. Further, the present invention is arranged such that the steel wire 20 is arranged in the width direction, that is, substantially, with respect to the steel wire 10 arranged in parallel to the length direction and the wavy steel wire arranged in the length direction along the outermost steel wire 10T. Vertically intersecting and overlapping, and fixing at the intersection, and fixing one end side of the steel wire in the width direction and the valley portion of the wavy steel wire arranged in the length direction. It is a method of manufacturing the frame net plate 1. In the present invention, the steel wire 10 arranged in the length direction and the steel wire 2 arranged in the width direction
Welding, particularly spot welding, is suitable for crossing 0 and fixing the intersection. Next, in order to form a legal form using the formwork F of the present invention, a pair of formwork net plates 1 and 1 are erected in parallel on the slope to place the formwork F, and a plurality of lower parts are formed. The main rebars are inserted from the upper opening and are arranged at appropriate intervals on the bottom of the upward U-shaped lower horizontal bar (lower stirrup), and a plurality of upper main bars are further arranged on the upper horizontal bar. After that, the lower lateral bar (upper stirrup) of U-shape is installed so that both sides of the lower lateral bar are outside the upper main reinforcing bars on both sides and overlap with both sides of the lower lateral bar. Finally, concrete is poured into the installed formwork to form a method frame.

【0005】[0005]

【作用、効果】従来の網板及び法枠の網板は、クリンプ
線が縦横に交叉して格子形状に編成された金網板からな
っていて、金網板の上縁では幅方向の鋼線が切断された
ままで最外の長さ方向の鋼線より突出しているので、例
えば法枠形成作業中に、作業者がこの突出した鋼線の端
末に触れて作業衣を引っ掛けたり、負傷し、またコント
リート打設用のホースがこの突出した鋼線の端末に引っ
掛かり、このために配置した法枠が移動したり、線材が
折れ曲がるなど、作業しずらいというような種々の問題
点があったが、本発明の型枠用網板によれば、網板の上
縁に幅方向の鋼線か突出していない構造になっているの
で、作業者が、作業中、網板の上縁にコンクリート打設
用ホースや衣類などが引っ掛からず、また作業者が作業
中に網板の上縁に触れても負傷しないなど、作業能率が
優れ、また安全性に優れている。従来の網板は、クリン
プ線を縦横に交叉して垂直方向に格子形状に編成されて
いるので、単位時間当たりの網板の製造量が少なく、製
造コストが高かったが、本発明の法枠用網板及びその製
造方法によれば、本発明の型枠用網板は、長さ方向にほ
ぼ平行に鋼線(10)を配置し、これらの鋼線に、一端
側で屈曲部(21)を形成された幅方向の鋼線(20)
を、ほぼ垂直に交差して重ね合わせ、該屈曲部又は該屈
曲部付近を上縁となる最外の該長さ方向の鋼線(10
T)に、そして他端側を下縁となる最外の該長さ方向の
鋼線(10B)にそれぞれ重ね、形成される長さ方向の
鋼線と幅方向の鋼線との交点を固着したものであるの
で、単位時間当たりの網板の製造量が著しく多く、製造
コストが低い。このように、本発明は優れた作用効果を
奏する。
[Operation and effect] The conventional mesh plate and the mesh plate of the method frame are made of a wire mesh plate in which crimp lines are crossed vertically and horizontally and knitted in a lattice shape. Since it is cut and protrudes from the outermost steel wire in the longitudinal direction, for example, during the work of forming the legal frame, the worker touches the end of the protruding steel wire to hook the work clothes or get injured, and There were various problems such that the hose for placing contreat was caught on the end of the protruding steel wire, the legal frame arranged for this was moved, and the wire rod was bent, which made the work difficult. According to the mesh plate for a formwork of the present invention, since the steel wire in the width direction is not protruded from the upper edge of the mesh plate, the worker does not put concrete on the upper edge of the mesh plate during work. Installation hoses and clothing will not get caught, and the Such as not injured also, excellent work efficiency, also is excellent in safety. Since the conventional mesh plate is knitted vertically and horizontally and is knitted in a lattice shape in the vertical direction, the amount of mesh plate produced per unit time is small and the manufacturing cost is high. According to the mesh plate and the manufacturing method therefor, the frame mesh plate of the present invention has the steel wires (10) arranged substantially parallel to the lengthwise direction, and the bent portions (21) are provided on one end side of these steel wires. ) Formed widthwise steel wire (20)
Are overlapped with each other substantially perpendicularly, and the outermost steel wire (10) in the lengthwise direction has an upper edge at or near the bent portion.
T), and the other end side is overlapped with the outermost steel wire (10B) in the length direction, which is the lower edge, and the intersection of the formed steel wire in the length direction and the steel wire in the width direction is fixed. Therefore, the production amount of the mesh plate per unit time is remarkably large and the production cost is low. As described above, the present invention has excellent operational effects.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明の一実施例である型枠用網板の平面図FIG. 1 is a plan view of a mesh plate for a mold which is an embodiment of the present invention.

【図2】 本発明の他の実施例である型枠用網板の平面
FIG. 2 is a plan view of a mesh plate for formwork, which is another embodiment of the present invention.

【図3】 本発明の実施例である型枠用網板を組み立て
た型枠の斜視図
FIG. 3 is a perspective view of a formwork in which a form mesh plate according to an embodiment of the present invention is assembled.

【図4】 本発明の実施例である型枠用網板を用いて型
枠を組み立てるときの説明図
FIG. 4 is an explanatory view when assembling a mold using the mesh plate for the mold according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1・・型枠用網板 10・・長さ方向に配置された鋼線
20・・幅方向に配置された鋼線 21・・屈曲部
30・・スターラップ筋 31・・立辺 F・・型枠
1 ... Formwork mesh plate 10 ... Steel wire arranged in length direction 20 ... Steel wire arranged in width direction 21. Bent portion
30 ・ ・ Stirrup muscle 31 ・ ・ Vertical F ・ ・ Form

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 長さ方向に平行に配置された鋼線(1
0)に交差して重ね合わされ、交点において固着された
幅方向の鋼線(20)とからなる型枠用網板(1)であ
って、該幅方向の鋼線は、一端側で屈曲部(21)を形
成され、該屈曲部又は該屈曲部付近において上縁となる
最外の長さ方向の鋼線(10T)に固着されており、他
端側で下縁となる最外の長さ方向の鋼線(10B)に固
着されて形成されていることを特徴とする型枠用網板。
1. A steel wire (1) arranged parallel to a length direction.
0) is a mesh plate (1) for a formwork, which is formed by intersecting and overlapping the widthwise steel wires (20) fixed at the intersections, the widthwise steel wires being bent at one end side. (21) is formed and is fixed to the outermost lengthwise steel wire (10T) which is an upper edge in the bent portion or in the vicinity of the bent portion, and the outermost length which is a lower edge on the other end side. A mesh plate for a form, which is formed by being fixedly attached to a steel wire (10B) in the depth direction.
【請求項2】 長さ方向に平行に配置された鋼線(1
0)と最外の鋼線(10T)に沿って配列された波状の
鋼線に交差して重ね合わされ、交点において固着された
幅方向の鋼線(20)とからなる型枠用網板(1)であ
って、該幅方向の鋼線は、一端側と該波状の鋼線(1
1)の谷の部分(11B)とが固着されて形成されてい
ることを特徴とする型枠用網板。
2. A steel wire (1) arranged parallel to the length direction.
0) and a wavy steel wire arranged along the outermost steel wire (10T) so as to intersect and overlap with each other, and a widthwise steel wire (20) fixed at the intersection point to form a mesh plate ( 1), the steel wire in the width direction includes one end side and the wavy steel wire (1
A mesh plate for a form, which is formed by fixing the valley portion (11B) of 1).
【請求項3】 平行に対向した一対の網板(1、1)間
に、コ字状の連結用スターラップを配置し、その一対の
立辺を鋼線によりそれぞれ一対の網板に回転可能に固着
して折り畳み可能に構成した型枠用網板であって、該網
板が、長さ方向にほぼ平行に配置された鋼線(10)に
交差して重ね合わされ、交点において固着された幅方向
の鋼線(20)とからなり、該幅方向の鋼線は、一端側
で屈曲部(21)を形成され、該屈曲部又は該屈曲部付
近において上縁となる最外の長さ方向の鋼線(10T)
に固着されており、他端側で下縁となる最外の長さ方向
の鋼線(10B)に固着されて形成されていることを特
徴とする型枠用網板。
3. A U-shaped connecting stirrup is arranged between a pair of net plates (1, 1) facing each other in parallel, and the pair of vertical sides can be rotated by a steel wire into a pair of net plates, respectively. A mesh plate for a frame, which is fixed to and is foldable, and the mesh plate is crossed and overlapped with a steel wire (10) arranged substantially parallel to the length direction, and fixed at an intersection. The steel wire (20) in the width direction, the steel wire in the width direction is formed with a bent portion (21) at one end side, and has an outermost length that is an upper edge at or near the bent portion. Direction steel wire (10T)
And a net plate for a form, which is fixed to a steel wire (10B) in the outermost length direction which is a lower edge on the other end side.
【請求項4】 長さ方向にほぼ平行に鋼線(10)を配
置し、これらの鋼線に幅方向の一端側で屈曲部(21)
を形成された幅方向の鋼線(20)を、該屈曲部又は該
屈曲部付近が上縁となる最外の該長さ方向の鋼線(10
T)に重ね、そして他端側を下縁となる最外の該長さ方
向の鋼線(10B)に重ね合わせ、交差させてそれぞれ
形成される交点を固着することを特徴とする型枠用網板
の製造方法。
4. Steel wires (10) are arranged substantially parallel to the length direction, and bent portions (21) are arranged on these steel wires at one end side in the width direction.
The widthwise steel wire (20) formed with the bent portion or the outermost steel wire (10) in the lengthwise direction (10) having an upper edge near the bent portion is formed.
T), and the other end is overlapped with the outermost steel wire (10B) in the lengthwise direction which is the lower edge, and the intersections formed by intersecting each other are fixed. Method for manufacturing mesh plate.
JP7056432A 1995-02-08 1995-02-08 Net board for form Pending JPH08218382A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP7056432A JPH08218382A (en) 1995-02-08 1995-02-08 Net board for form
CN95108307A CN1078921C (en) 1995-02-08 1995-06-14 Concrete steel bar net
KR1019950017861A KR960031716A (en) 1995-02-08 1995-06-28 Template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7056432A JPH08218382A (en) 1995-02-08 1995-02-08 Net board for form

Publications (1)

Publication Number Publication Date
JPH08218382A true JPH08218382A (en) 1996-08-27

Family

ID=13026938

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7056432A Pending JPH08218382A (en) 1995-02-08 1995-02-08 Net board for form

Country Status (3)

Country Link
JP (1) JPH08218382A (en)
KR (1) KR960031716A (en)
CN (1) CN1078921C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003105771A (en) * 2001-09-28 2003-04-09 Okabe Co Ltd Packaging body and packaging method for grating crib

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100860748B1 (en) * 2007-03-30 2008-09-29 주식회사 에이씨이테크 Honey cell greening works

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003105771A (en) * 2001-09-28 2003-04-09 Okabe Co Ltd Packaging body and packaging method for grating crib

Also Published As

Publication number Publication date
KR960031716A (en) 1996-09-17
CN1078921C (en) 2002-02-06
CN1128825A (en) 1996-08-14

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