JP2668770B2 - Mesh formwork - Google Patents

Mesh formwork

Info

Publication number
JP2668770B2
JP2668770B2 JP6198029A JP19802994A JP2668770B2 JP 2668770 B2 JP2668770 B2 JP 2668770B2 JP 6198029 A JP6198029 A JP 6198029A JP 19802994 A JP19802994 A JP 19802994A JP 2668770 B2 JP2668770 B2 JP 2668770B2
Authority
JP
Japan
Prior art keywords
spacer
net
band
pair
jig
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
Application number
JP6198029A
Other languages
Japanese (ja)
Other versions
JPH0842150A (en
Inventor
良信 佐藤
勝男 木村
Original Assignee
小岩金網株式会社
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 小岩金網株式会社 filed Critical 小岩金網株式会社
Priority to JP6198029A priority Critical patent/JP2668770B2/en
Publication of JPH0842150A publication Critical patent/JPH0842150A/en
Application granted granted Critical
Publication of JP2668770B2 publication Critical patent/JP2668770B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • E04G9/065Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明はスぺーサ付きの網型枠に
関し、より詳細には法枠用や各種建築用の型枠として用
いられる網型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mesh formwork with a spacer, and more particularly to a mesh formwork used as a formwork for a legal form or various constructions.

【0002】[0002]

【従来の技術】一対の相対向する帯網間の複数箇所に、
鋼線を井桁状に形成したスぺーサを取り付けて構成する
法枠用型枠が知られている。この法枠用型枠はスぺーサ
を構成する水平方向の線材の両端部を、帯網を編成する
線材に巻き付けて折り畳み自在に構成されている。スぺ
ーサは一対の帯網の対向距離を一定に保つ機能の他に、
鉄筋の支持部材として機能するものである。そして、
前記法枠用型枠を法面に縦横方向に敷設する第1工程、
帯網間に鉄筋を配筋する第2工程、帯網の内側にモ
ルタル等の固結材を吹き付ける第3工程を経て、法面上
に連続した井桁状の法枠を構築している。
2. Description of the Related Art At a plurality of locations between a pair of opposing band networks,
There is known a formwork for forming a frame, which is configured by attaching a spacer formed by forming a steel wire in a cross beam shape. This form frame for a legal frame is configured such that both ends of a horizontal wire constituting a spacer are wrapped around a wire for knitting a belt net and can be freely folded. In addition to the function of keeping the facing distance of a pair of band networks constant,
It functions as a support member for reinforcing bars. And
A first step of laying the formwork for formwork vertically and horizontally on the slope,
Through a second step of arranging reinforcing bars between the band nets and a third step of spraying a mortar or other consolidating material inside the band net, a continuous cross-girder frame is constructed on the slope.

【0003】[0003]

【発明が解決しようとする問題点】法枠の交差箇所にお
いては、鉄筋を小下方向にずらして配筋する必要があ
る。一方、帯網とスぺーサの連結部は水平の回動を許容
するものの上下方向の移動が拘束されている。そのた
め、上位の鉄筋を支持すべきスぺーサとこの鉄筋との間
に隙間を生じ、鉄筋の支持にばらつきが生じ易い問題が
ある。またスぺーサと帯網の連結は工場等で屈曲加工し
ているが、連結加工に手数がかかる点が指摘されてい
る。
At the intersection of the legal frames, it is necessary to arrange the reinforcing bars in a small downward direction. On the other hand, the connecting portion between the belt net and the spacer allows horizontal rotation but is restricted from moving in the vertical direction. Therefore, there is a problem in that a gap is formed between the spacer that should support the upper reinforcing bar and this reinforcing bar, and the supporting of the reinforcing bar tends to vary. In addition, it is pointed out that the connection between the spacer and the belt net is bent at a factory or the like, but the connection processing is troublesome.

【0004】[0004]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは、鉄筋に対するスぺーサ
の高さ調整が可能で、しかもスぺーサの取着操作が容易
な、網型枠を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to make it possible to adjust the height of a spacer with respect to a reinforcing bar and to perform an operation of attaching the spacer. It is to provide an easy, mesh formwork.

【0005】[0005]

【問題点を解決するための手段】本発明は、相対向する
一対の帯網間に、線材を縦横方向に交差させて形成した
スぺーサの端部を水平回動自在に連結して横架させた網
型枠において、前記帯網に連結治具を多段的に取り付
け、前記連結治具を介してスペーサを各帯網に対して水
平に回動自在で、かつ上下方向の摺動を許容させて連結
することを特徴とする、網型枠である。さらに本発明は
相対向する一対の帯網間に、線材を縦横方向に交差させ
て形成したスぺーサの端部を水平回動自在に連結して横
架させた網型枠において、スぺーサを構成する各水平線
の端部近くを屈曲して連結部を形成し、把持部を介して
連結治具を帯網に多段的に取着し、各連結治具の透孔に
前記スペーサの連結部を挿通させて、スぺーサを各帯網
に対して水平に回動自在で、かつ上下方向の摺動を許容
させて連結することを特徴とする、網型枠である。さら
に本発明はスぺーサが下位の水平線の中間に開口部を形
成していて、上位の水平線の可撓性によって前記開口部
を拡開可能に構成してあることを特徴とする。さらに本
発明は連結治具が帯網を構成する線材の内外を挟持する
一対の鍔を有する把持部と、スぺーサの連結部を挿通可
能な透孔を有することを特徴とする。さらに本発明は連
結治具が板材を屈曲して帯網を構成する縦線に巻回可能
な一対の把持部と、スぺーサの連結部を挿通可能な透孔
を有することを特徴とする。さらに本発明は一対の対対
向する各帯網が直線部の途上を直線部と直交する方向に
屈曲して延長部を有し、前記延長部が逆向きになるよう
に一対の帯網を相対向して配置しことを特徴とする。
According to the present invention, there is provided a spacer which is formed by crossing wires in a vertical and horizontal direction between a pair of opposing band nets so as to be horizontally rotatable. In the suspended net form, a connecting jig is attached to the band net in a multi-stage manner, and the spacer is horizontally rotatable with respect to each band net via the connecting jig, and slides vertically. It is a net form characterized by allowing and connecting. Further, the present invention provides a mesh form in which ends of spacers formed by crossing wires in a vertical and horizontal direction are horizontally connected between a pair of opposing band nets so as to be horizontally rotatable. The connecting portion is formed by bending near the end of each horizontal line forming the connecting jig, the connecting jig is attached to the band net through the grip portion in multiple stages, and the spacer of the spacer is inserted into the through hole of each connecting jig. A mesh frame, wherein a connecting portion is inserted so that the spacer is horizontally rotatable with respect to each of the band nets and is connected while allowing vertical sliding. Further, the present invention is characterized in that the spacer has an opening formed in the middle of the lower horizontal line, and the opening can be expanded by the flexibility of the upper horizontal line. Further, the present invention is characterized in that the connecting jig has a grip portion having a pair of flanges for sandwiching the inside and outside of the wire constituting the band net, and a through hole through which the spacer connecting portion can be inserted. Further, the present invention is characterized in that the connecting jig has a pair of grips that can be wound around a vertical line forming a web by bending a plate material, and a through hole that can insert the connecting portion of the spacer. . Further, in the present invention, each of the pair of opposing band nets has an extended portion that is bent in the direction orthogonal to the straight line portion on the way of the straight line portion, and the pair of band nets is relatively opposed so that the extended portions are opposite. The feature is that they are placed facing each other.

【0006】[0006]

【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。 <イ>全体の構成 図1,2に網型枠の一例を示す。網型枠は相対向する一
対の帯網10,10と、帯網10,10間に横架するス
ぺーサ20と、スペーサ20を各帯網10,10に対し
て水平に回動自在で、かつ上下方向の摺動を許容して連
結する連結治具30とより構成する。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings. <A> Overall Configuration FIGS. 1 and 2 show an example of a mesh frame. The mesh form has a pair of opposed mesh networks 10 and 10, a spacer 20 laid between the mesh networks 10 and 10, and a spacer 20 which can be horizontally rotated with respect to each mesh network 10 and 10. And a connecting jig 30 for connecting while allowing vertical sliding.

【0007】<ロ>帯網 帯網10は縦線11と横線12を交差させて構成する例
えば帯状のクランプ金網或いは溶接金網で、各縦線11
の上部が最上位の横線12aの位置に揃えてあり、各縦
線11の下部が最下位の横線12より下方にのびてい
る。帯網10は鉄、ステンレス、アルミ製、或いはこれ
らの素線に亜鉛やアルミの鍍金を施したもの、或いは樹
脂のコーティングを施したものを使用できる。また帯網
10は上記した金網の他に、パンチングネタル、エキス
パンドメタル、有孔板を含むものである。
<B> Wire netting The wire netting 10 is, for example, a strip-shaped clamp wire net or welded wire net formed by intersecting vertical lines 11 and horizontal lines 12.
Is aligned with the position of the uppermost horizontal line 12a, and the lower part of each vertical line 11 extends below the lowermost horizontal line 12. The wire net 10 may be made of iron, stainless steel, aluminum, or a wire obtained by plating these wires with zinc or aluminum or a resin coating. Further, the band net 10 includes punching nettles, expanded metal, and perforated plates in addition to the above-described wire net.

【0008】<ハ>スぺーサ スぺーサ20は水平に配置した上・下水平線21,22
と、これらの上・下水平線21,22を縦方向に横断さ
せて交差部を溶接した縦連結線23,23とより構成
し、各上・下水平線21,22の各端部に線財を直角に
屈曲して連結部24,25を形成している。各連結部2
4,25は後述するようにスぺーサ20の上下方向の摺
動量を決定するものであるから、少なくとも図2に示す
鉄筋40の直径より長く設定してある。スぺーサ200
構成する水平線は図示するように2本に限定されるもの
ではなく、2本以上であってもよいことは勿論である。
<C> Spacer Spacers 20 are horizontally arranged upper and lower horizontal lines 21 and 22.
And vertical connecting lines 23, 23 in which the upper and lower horizontal lines 21 and 22 are traversed in the vertical direction and the intersections are welded, and a wire is attached to each end of each of the upper and lower horizontal lines 21 and 22. The connecting portions 24 and 25 are formed by bending at right angles. Each connecting part 2
Since 4 and 25 determine the vertical sliding amount of the spacer 20 as described later, they are set to be at least longer than the diameter of the reinforcing bar 40 shown in FIG. Spacer 200
The number of horizontal lines is not limited to two as shown, but may be two or more.

【0009】<ニ>連結治具 連結治具30はスぺーサ20の連結部24,25の形成
数に応じて各帯網10に多段的に取り付け、スぺーサ2
0の水平回動と上下方向の摺動を許容する連結具14で
あり、帯網10に把持する把持部31と、把持部31と
一体に形成し、帯網10の内側に水平に張り出す軸部3
2とを基本の構成要素とし、その軸部32に透孔33が
穿設してある。本実施例では軸部32の途上に形成した
環状の鍔34と、軸部32の一端に嵌合する鍔35付き
のキャップ36とにより把持部31を構成する場合につ
いて説明する。この連結治具30はキャップ36を軸部
32の軸心の嵌合穴37に嵌合することで、帯網10を
構成する横線12(又は縦線11)を鍔部34,35で
挟持できるようになっている。またキャップ36の外れ
を防止するためキャップ36と嵌合穴37の周面に嵌合
可能な凹凸を形成しておく。また軸部32に形成する透
孔33はスぺーサ20の連結部24,25の線径とほぼ
等しいか、僅かに小径に設定しておく。これはスぺーサ
20の自重による自由な摺動を阻止するためである。
<D> Connecting jig The connecting jig 30 is attached to each band network 10 in multiple stages according to the number of connecting portions 24 and 25 of the spacer 20 to be formed.
The grip 14 is a connector 14 that allows horizontal rotation of 0 and sliding in the vertical direction, and is formed integrally with the grip portion 31 gripped by the web net 10 and extends horizontally inside the web net 10. Shaft 3
2 is a basic constituent element, and a through hole 33 is formed in a shaft portion 32 thereof. In the present embodiment, a case will be described in which the grip portion 31 is formed by an annular flange 34 formed on the way of the shaft portion 32 and a cap 36 having a flange 35 fitted to one end of the shaft portion 32. The connecting jig 30 can hold the horizontal line 12 (or the vertical line 11) constituting the band net 10 by the flange portions 34 and 35 by fitting the cap 36 into the fitting hole 37 in the axis of the shaft portion 32. It is like this. Further, in order to prevent the cap 36 from coming off, irregularities that can be fitted are formed on the peripheral surfaces of the cap 36 and the fitting hole 37. Further, the through hole 33 formed in the shaft portion 32 is set to be substantially equal to or slightly smaller than the wire diameter of the connecting portions 24 and 25 of the spacer 20. This is to prevent the slider 20 from sliding freely due to its own weight.

【0010】[0010]

【使用方法】図1、2に示すように、予め工場等で製作
した一定寸法の網型枠を従来と同様に井桁状に配設す
る。つぎに各網型枠内に鉄筋40を配筋する。配筋する
際、法枠の交差部に相当する部位は鉄筋40を上下にず
らして交差させる必要がある。スぺーサ20は連結治具
30を介して各帯網10,10に対して上下方向の摺動
を許容する状態で連結している。そのため鉄筋40の支
持位置が変動している場合にはスぺーサ20を任意の高
さに摺動させて高さ調整を行う。鉄筋40の重量はスぺ
ーサ20の各連結部24,25と各連結治具の透孔33
との摺動抵抗によって支持される。その後、網型枠内に
モルタル等の固結材を拭き避けて法枠41を築造する。
[Usage] As shown in FIGS. 1 and 2, a mesh frame of a predetermined size, which has been manufactured in a factory or the like in advance, is arranged in a cross-girder shape as in the prior art. Next, the reinforcing bars 40 are arranged in each mesh form. When arranging the reinforcing bars 40, it is necessary to shift the reinforcing bars 40 up and down so as to cross the parts corresponding to the intersections of the legal frame. The spacer 20 is connected via a connecting jig 30 to each of the belt networks 10 in such a manner as to allow vertical sliding. Therefore, when the support position of the reinforcing bar 40 is fluctuating, the spacer 20 is slid to an arbitrary height to adjust the height. The weight of the reinforcing bar 40 depends on the connecting portions 24 and 25 of the spacer 20 and the through holes 33 of the connecting jigs.
And is supported by the sliding resistance between them. Then, the method frame 41 is built in the net form while avoiding the solidifying material such as mortar.

【0011】[0011]

【実施例2】前記実施例1は上水平線21の連結部24
を上向きにし、下水平線22の連結部25を下向きにし
て各連結治具30に貫挿させる場合について説明した
が、上下の各連結部24、25の向きの組み合わせを逆
にしたり、或いは同一方向にしてもよい。
[Embodiment 2] The first embodiment is different from the first embodiment in that the connecting portion 24 of the upper horizontal line 21
Has been described above, and the connecting portion 25 of the lower horizontal line 22 is directed downward so as to penetrate the connecting jigs 30. However, the combination of the directions of the upper and lower connecting portions 24 and 25 may be reversed or the same direction may be used. You may

【0012】[0012]

【実施例3】図3に示すように下水平線22の中間を切
り欠いたスぺーサ20aを適用しても良い。本実施例に
あってはスぺーサ20aの上水平線21を撓ませて、下
水平線22の開口部26を開くことができるので、鉄筋
40を配筋した後に鉄筋40群(鉄筋篭)の上方から網
型枠を被せるようにして装着できる利点がある。尚、同
図の左半分の帯網10と連結治具30の表記を省略して
あるが、図面右側と同様に実際は取り付けてある。
Third Embodiment As shown in FIG. 3, a spacer 20a in which the middle of the lower horizontal line 22 is notched may be applied. In the present embodiment, the upper horizontal line 21 of the spacer 20a can be bent to open the opening 26 of the lower horizontal line 22, so that after the reinforcing bars 40 are arranged, the reinforcing bars 40 There is an advantage that it can be mounted by covering with a net form. Although the illustration of the band net 10 and the connecting jig 30 in the left half of the figure is omitted, they are actually attached like the right side of the figure.

【0013】[0013]

【実施例4】図4に板材で連結治具50を形成する他の
実施例を示す。連結治具50は帯状の板体の中央部を屈
曲して透孔53を有する軸部52を形成し、板体の両端
部に帯網10の縦線11に巻き付け可能な把持部51を
形成するものである。
Fourth Embodiment FIG. 4 shows another embodiment in which the connecting jig 50 is formed of a plate material. The connecting jig 50 is formed by bending a central portion of the band-shaped plate body to form a shaft portion 52 having a through hole 53, and forming a grip portion 51 that can be wound around the vertical line 11 of the band net 10 at both ends of the plate body. To do.

【0014】[0014]

【実施例5】図5に線材を用いて連結治具60を製作し
た他の実施例を示す。連結治具60は水平に配置した2
本の線材67,67間を縦線68,68交差させて構成
するもので、各線材67は中央部を屈曲して透孔63を
有する軸部62を形成し、板体の両端部に帯網10の縦
線11に巻き付け可能な把持部61を形成している。
[Embodiment 5] FIG. 5 shows another embodiment in which a connecting jig 60 is manufactured using a wire. The connecting jig 60 is horizontally arranged 2
The two wire rods 67 are configured so that the vertical lines 68 intersect with each other. Each of the wire rods 67 has a bent central portion to form a shaft portion 62 having a through hole 63, and a band at both end portions of the plate body. A grip portion 61 that can be wound around the vertical line 11 of the net 10 is formed.

【0015】[0015]

【実施例6】図6、7に示すような一対の帯網10aを
相対向させて構成する網型枠に適用することも可能であ
る。この帯網10aは直線部14の一端の端部近くを約
45度に屈曲してコーナ部15を形成し、さらにコーナ
部15の端部近くを直線部14と直角方向になるように
屈曲して延長部16を形成している。各帯網10a、1
0aは、コーナ部15と延長部16が相互に逆向きにな
るように直線部14,14を相対向して配置し、相対向
する直線部14,14の複数箇所に既述した各種の連結
治具30等を介してスぺーサ20を横架させて、網型枠
が組み立てられる。本実施例によれば図6に示すように
井桁状に網型枠を組み立てる際、一方の網型枠の延長部
16と、この網型枠と直交方向に配設される網型枠の直
線部14の端部とを重合させた重合部で、各帯網10
a,10aの傾きを任意に調整して各網型枠の不陸性を
吸収できる利点がある。
Sixth Embodiment It is also possible to apply the present invention to a mesh form in which a pair of band networks 10a as shown in FIGS. The band net 10a is bent at about 45 degrees near one end of the straight portion 14 to form a corner portion 15, and further bent near the end portion of the corner portion 15 so as to be in a direction perpendicular to the straight portion 14. Thus, an extension 16 is formed. Each band network 10a, 1
The reference numeral 0a designates the straight portions 14, 14 facing each other such that the corner portions 15 and the extending portions 16 are opposite to each other, and the various types of connection described above at a plurality of locations of the facing straight portions 14, 14. The mesh form is assembled by horizontally placing the spacer 20 via the jig 30 or the like. According to the present embodiment, as shown in FIG. 6, when assembling the mesh form into a cross-girder, as shown in FIG. 6, an extension 16 of one mesh form and a straight line of the mesh form arranged in a direction orthogonal to this mesh form. In the overlapped portion where the end of the portion 14 is overlapped,
There is an advantage that the inferiority of each mesh form can be absorbed by arbitrarily adjusting the inclinations of a and 10a.

【0016】[0016]

【発明の効果】本発明は次の特有の効果を奏する。 <イ> スぺーサを直接帯網に連結するのではなく、ス
ぺーサの上下方向の摺動を許容する連結治具を介して連
結するので、スぺーサの高さ調整を行うことができる。
そのため、鉄筋の据付高さに応じてスぺーサを高さ調整
して確実に鉄筋を支持できる。 <ロ> 予め工場等で事前に組み付けた連結治具の透孔
に、スぺーサの端部を差し込むだけの操作で連結できる
ので、スぺーサの連結操作が簡単に行える。
The present invention has the following specific effects. <A> Rather than connecting the spacer directly to the belt net, it is connected via a connecting jig that allows the spacer to slide up and down, so the height of the spacer can be adjusted. it can.
Therefore, the height of the spacer can be adjusted according to the installation height of the reinforcing bar to reliably support the reinforcing bar. <B> Since the spacer can be connected to the through-hole of the connecting jig which has been previously assembled in a factory or the like by simply inserting the end of the spacer, the spacer can be easily connected.

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

【図1】 実施例1に係る網型枠の横断面図FIG. 1 is a cross-sectional view of a mesh formwork according to a first embodiment.

【図2】 その斜視図FIG. 2 is a perspective view thereof.

【図3】 他のスぺーサを使用する実施例3に係る網型
枠の説明図
FIG. 3 is an explanatory diagram of a net formwork according to a third embodiment using another spacer.

【図4】 板体で連結治具を構成する実施例4の説明図FIG. 4 is an explanatory view of a fourth embodiment in which a connecting jig is configured by a plate body.

【図5】 線材で連結治具を構成する実施例5の説明図FIG. 5 is an explanatory view of a fifth embodiment in which a connecting jig is configured by a wire.

【図6】 コーナ部と延長部とを有する帯網で網型枠を
構成するする実施例6に係る説明図で、網型枠の敷設例
を示す平面図
FIG. 6 is an explanatory view according to a sixth embodiment in which a net formwork is constituted by a band net having a corner portion and an extension portion, and is a plan view showing an example of laying the net formwork.

【図7】 実施例6に係る網型枠の斜視図FIG. 7 is a perspective view of a mesh frame according to a sixth embodiment.

【符号の説明】[Explanation of symbols]

10,10a……帯網 11……縦線 12……横線 14……直線
部 15……コーナ部 16……延長
部 20,20a……スぺーサ 21……上水
平線 22……下水平線 23……縦連
結線 24,25……連結部 26……開口
部 30,50,60……連結治具 31……把持部 32……軸部 33……透孔 34,35…
…鍔 36……キャップ 37……嵌合
穴 40……鉄筋 41……法枠
10, 10a ... band network 11 ... vertical line 12 ... horizontal line 14 ... linear portion 15 ... corner portion 16 ... extension portion 20, 20a ... spacer 21 ... upper horizontal line 22 ... lower horizontal line 23 ... vertical connecting lines 24, 25 ... connecting parts 26 ... openings 30, 50, 60 ... connecting jigs 31 ... gripping parts 32 ... shaft parts 33 ... through holes 34, 35 ...
… Tsuba 36 …… Cap 37 …… Fitting hole 40 …… Reinforcing bar 41 …… Legal frame

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 相対向する一対の帯網間に、線材を縦
横方向に交差させて形成したスぺーサの端部を水平回動
自在に連結して横架させた網型枠において、 前記帯網に連結治具を多段的に取り付け、 前記連結治具を介してスペーサを各帯網に対して水平に
回動自在で、かつ上下方向の摺動を許容させて連結する
ことを特徴とする、 網型枠。
1. A mesh form in which ends of spacers formed by crossing wires in a vertical and horizontal direction between a pair of opposing band nets are connected horizontally so as to be freely rotatable, and are horizontally laid. A connection jig is attached to the band net in a multi-stage manner, and the spacer is connected to each of the band nets via the connection jig so as to be horizontally rotatable and to allow vertical sliding. Yes, a net formwork.
【請求項2】 相対向する一対の帯網間に、線材を縦
横方向に交差させて形成したスぺーサの端部を水平回動
自在に連結して横架させた網型枠において、 スぺーサを構成する各水平線の端部近くを屈曲して連結
部を形成し、 把持部を介して連結治具を帯網に多段的に取着し、 各連結治具の透孔に前記スペーサの連結部を挿通させ
て、スぺーサを各帯網に対して水平に回動自在で、かつ
上下方向の摺動を許容させて連結することを特徴とす
る、 網型枠。
2. A mesh form frame formed by connecting ends of a spacer formed by intersecting wires in a vertical and horizontal direction between a pair of opposing band nets so as to be horizontally rotatable and horizontally suspended. The connecting portion is formed by bending near the end of each horizontal line constituting the spacer, and connecting jigs are attached to the webbing in a multi-stage manner through the holding portion, and the spacer is provided in the through hole of each connecting jig. A connection portion of the mesh frame, wherein the spacer is horizontally rotatable with respect to each of the band nets, and is connected while allowing vertical sliding.
【請求項3】 請求項1又は請求項2において、スぺ
ーサが下位の水平線の中間に開口部を形成していて、上
位の水平線の可撓性によって前記開口部を拡開可能に構
成してあることを特徴とする、網型枠。
3. The spacer according to claim 1, wherein the spacer forms an opening in the middle of the lower horizontal line, and the opening can be expanded by the flexibility of the upper horizontal line. A net formwork characterized by the presence of
【請求項4】 請求項1〜請求項3のいずれかにおい
て、連結治具が帯網を構成する線材の内外を挟持する一
対の鍔を有する把持部と、スぺーサの連結部を挿通可能
な透孔を有することを特徴とする、網型枠。
4. The connecting jig according to any one of claims 1 to 3, wherein the connecting jig can pass through a grip portion having a pair of flanges for holding the inside and outside of a wire constituting the band net and a connecting portion of the spacer. A net formwork characterized by having transparent holes.
【請求項5】 請求項1〜請求項3のいずれかにおい
て、連結治具が板材を屈曲して帯網を構成する縦線に巻
回可能な一対の把持部と、スぺーサの連結部を挿通可能
な透孔を有することを特徴とする、網型枠。
5. The pair of grippers according to claim 1, wherein the connecting jig bends a plate material and can be wound around a vertical line forming a web, and a spacer connecting portion. Characterized by having a through hole through which a mesh can be inserted.
【請求項6】 請求項1〜請求項5のいずれかにおい
て、一対の対対向する各帯網が直線部の途上を直線部と
直交する方向に屈曲して延長部を有し、前記延長部が逆
向きになるように一対の帯網を相対向して配置しことを
特徴とする、網型枠。
6. The extended portion according to claim 1, wherein each of the pair of opposing band nets has an extended portion that is bent along a straight line portion in a direction orthogonal to the linear portion. A net formwork, characterized in that a pair of webs are arranged so as to face each other in opposite directions.
JP6198029A 1994-07-29 1994-07-29 Mesh formwork Expired - Fee Related JP2668770B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6198029A JP2668770B2 (en) 1994-07-29 1994-07-29 Mesh formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6198029A JP2668770B2 (en) 1994-07-29 1994-07-29 Mesh formwork

Publications (2)

Publication Number Publication Date
JPH0842150A JPH0842150A (en) 1996-02-13
JP2668770B2 true JP2668770B2 (en) 1997-10-27

Family

ID=16384346

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6198029A Expired - Fee Related JP2668770B2 (en) 1994-07-29 1994-07-29 Mesh formwork

Country Status (1)

Country Link
JP (1) JP2668770B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004513270A (en) * 2000-11-13 2004-04-30 コフォール インテルナシオナル エクスプロラサン デ パテンテス エルディーエー Concrete wall with formwork that also acts as reinforcement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004513270A (en) * 2000-11-13 2004-04-30 コフォール インテルナシオナル エクスプロラサン デ パテンテス エルディーエー Concrete wall with formwork that also acts as reinforcement

Also Published As

Publication number Publication date
JPH0842150A (en) 1996-02-13

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