JP3451055B2 - Horizontal frame for forming a legal frame - Google Patents

Horizontal frame for forming a legal frame

Info

Publication number
JP3451055B2
JP3451055B2 JP2000168717A JP2000168717A JP3451055B2 JP 3451055 B2 JP3451055 B2 JP 3451055B2 JP 2000168717 A JP2000168717 A JP 2000168717A JP 2000168717 A JP2000168717 A JP 2000168717A JP 3451055 B2 JP3451055 B2 JP 3451055B2
Authority
JP
Japan
Prior art keywords
frame
wire
horizontal
legs
leg
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2000168717A
Other languages
Japanese (ja)
Other versions
JP2001348880A (en
Inventor
要 堀
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.)
Nisshoku Corp
Original Assignee
Nisshoku Corp
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 Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP2000168717A priority Critical patent/JP3451055B2/en
Publication of JP2001348880A publication Critical patent/JP2001348880A/en
Application granted granted Critical
Publication of JP3451055B2 publication Critical patent/JP3451055B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、法枠形成用の横
枠体に関する。
TECHNICAL FIELD The present invention relates to a lateral frame body for forming a legal frame.

【0002】[0002]

【従来の技術および発明が解決しようとする課題】法面
上に鉄筋を格子状に配筋し、この鉄筋を覆うようにモル
タル又はコンクリート(以下、モルタルという)が支障
なく吹き込める程度の大きさを有する天井部とこの天井
部から下方に延設された両側脚部とを同一線材で一体的
に成形してある型枠を配設して格子枠を形成し、この格
子枠の上からモルタルを吹付けて法枠を形成する簡易法
枠工法(例えば、特公平4−41724号公報、特公平
5−7492号公報、特公平5−20528号公報参
照)では、前記型枠を正面視台形状に形成しているので
前記型枠を折り畳んで運搬できず重ねて運搬する必要が
あり、不便であった。また、前記天井部および両側脚部
を同一線材で、例えば溶接により一体的に成形されなけ
ればならず、これがネックとなって部材価格が高くなる
きらいがあった。
2. Description of the Related Art Reinforcing bars are arranged in a grid on the slope, and the size is such that mortar or concrete (hereinafter referred to as mortar) can be blown without hindrance so as to cover the reinforcing bars. Forming a lattice frame by integrally forming a ceiling portion having the above and both side legs extending downward from the ceiling portion with the same wire to form a lattice frame, and mortar from above the lattice frame In a simple method for constructing a legal frame by spraying (see, for example, Japanese Patent Publication No. 4-41724, Japanese Patent Publication No. 5-7492, Japanese Patent Publication No. 5-20528), the formwork is viewed from the front. Since it is formed in a shape, it is inconvenient because the molds cannot be folded and transported, and it is necessary to transport them by stacking. Further, the ceiling portion and the both side leg portions must be integrally formed of the same wire material, for example, by welding, and this tends to become a neck, and the member price tends to increase.

【0003】また、正確な吹付断面形状を確保するよう
鉄筋を適正な位置に保持するための台座を用いて法枠を
形成する場合でも、前記台座を重ねて運搬する必要があ
り、不便である上に、前記台座を溶接加工で成形するの
で、コスト高となっていた。
Further, even when the leg frame is formed by using the pedestal for holding the reinforcing bar in an appropriate position so as to ensure the accurate spray cross-sectional shape, it is necessary to carry the pedestals in a pile and it is inconvenient. In addition, since the pedestal is formed by welding, the cost is high.

【0004】さらに、従来の法枠形成用の枠体では、網
体が鉄筋を覆うように配置されることにより、モルタル
やコンクリートを吹きつけたときに、網体がモルタルや
コンクリートの邪魔になることにより、すき間のない充
填を難しくしていた。そして、吹付けられたモルタルや
コンクリートに生じたすき間は枠体の強度を低下させる
原因となったり、法面との密着性を低下させる原因とな
っていた。
Further, in the conventional frame for forming a frame, the net is arranged so as to cover the reinforcing bars, so that when the mortar or concrete is sprayed, the net becomes an obstacle to the mortar and concrete. This made filling with no gaps difficult. Then, the gap generated in the sprayed mortar or concrete has been a cause of reducing the strength of the frame body or the adhesion of the slope.

【0005】この発明は、上述の事柄に留意してなされ
たもので、その目的は、折り畳みが自由で、かつ、容易
に分割できるコスト安の法枠形成用の横枠体を提供する
ことを目的としている。
The present invention has been made in view of the above matters, and an object thereof is to provide a horizontal frame body for forming a legal frame which can be folded freely and can be easily divided. Has an aim.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、この発明は、法面に横方向に配筋された鉄筋を覆う
ように法面上に配設され、かつ、モルタル又はコンクリ
ートが吹付けられて法枠を形成する横枠体において、一
対の脚体を備えて前記鉄筋を跨ぐ複数の横線材と、前記
脚体のうち鉄筋より谷側の脚体のみに、複数の係止部
それぞれを係止させることにより鉄筋の谷側を覆う面部
を形成する網目型枠とを有することを特徴としている。
In order to achieve the above object, the present invention covers a reinforcing bar laterally arranged on a slope.
Is disposed on the slope face as, and, in the lateral frame that form a legal frame mortar or concrete is sprayed, and a plurality of horizontal lines material across the reinforcing bar includes a pair of legs, said legs only the legs of the valley side of the reinforcing steel of the body, a plurality of engagement portions
A surface part that covers the valley side of the reinforcing bar by locking each
And a mesh form forming a .

【0007】前記横線材を一つの凸部と二つの凹部を有
する正面視凹多角形状に形成し、前記二つの凹部に鉄筋
を浮設保持する場合には、鉄筋と枠体との連結を正確に
行うことができ、より安定した法枠形成用の横枠体を得
ることができる。
When the horizontal wire is formed in a concave polygonal shape in front view having one convex portion and two concave portions and the reinforcing bars are suspended and held in the two concave portions, the connection between the reinforcing bar and the frame is accurately performed. It is possible to obtain a more stable horizontal frame for forming a legal frame.

【0008】また、この発明は、前記脚体のうち山側の
脚体をそれぞれ係止する複数の係止部を設けた連結線材
を有するのが好ましい
Further, according to the present invention , the mountain side of the legs is
Connecting wire with multiple locking parts for locking the legs
Preferably .

【0009】[0009]

【発明の実施の形態】以下、この発明の実施形態を、図
面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0010】図1〜図4は、法枠形成用の横枠体Aの構
成を示すものであり、この法枠形成用の横枠体Aは、谷
側の金網型枠1にリング体(係止部の一例)3を3〜4
個取り付け、このリング体3に複数の横線材2の脚体2
b,2cのうち谷側の脚体2cを差し込み、更に、先組
鉄筋6と金網型枠1の間隔mを間隔保持部材9で保持す
るように構成したこの発明の第1の実施形態を示す。な
お、この実施形態では、網目型枠として透き間の多い線
材で構成される金網型枠1を採用している。
FIGS. 1 to 4 show the structure of a horizontal frame A for forming a legal frame. The horizontal frame A for forming a legal frame is provided on a wire mesh mold 1 on the valley side with a ring body ( Example of locking part) 3 to 3-4
Individually attached to this ring body 3 and legs 2 of a plurality of horizontal wire rods 2.
The 1st Embodiment of this invention comprised which the leg 2c of the trough side is inserted among b and 2c, and also the space | interval holding member 9 hold | maintains the space | interval m of the front-assembly rebar 6 and the wire mesh formwork 1 is shown. . In this embodiment, as the mesh form, the wire mesh form 1 made of a wire having a lot of transparency is adopted.

【0011】図1〜図4において、4はフープ筋(鉄筋
篭)で、施工の際に法面N上に網状体5を張設した後こ
の網状体5の上に鉄筋6を4本、フープ筋4の四隅に位
置するようにして、格子状に浮設した状態で配筋し、重
なり合う部分(つまり、鉄筋6の端部6a)同士は針金
等で結束し、アンカーピン7等で固定され、その後、鉄
筋6を覆うように横枠体A,縦枠体A’が敷設される。
前記鉄筋6は、前記四隅に例えば、なまし鉄線で結束す
る。
In FIGS. 1 to 4, reference numeral 4 denotes a hoop bar (reinforcing bar cage), which is provided with a net body 5 stretched on a slope N at the time of construction, and then four rebar bars 6 are provided on the net body 5. The hoop reinforcements 4 are located at the four corners of the hoop reinforcement, and are arranged in a floating manner in a grid pattern. The overlapping portions (that is, the end portions 6a of the reinforcing bars 6) are bound together with a wire or the like, and fixed with anchor pins 7 or the like. After that, the horizontal frame body A and the vertical frame body A ′ are laid so as to cover the reinforcing bars 6.
The reinforcing bars 6 are bound to the four corners by, for example, annealed iron wires.

【0012】横枠体Aは、正面視正方形である。そし
て、長さ方向の長さがL、高さがHで、格子状に敷設さ
れる鉄筋6より谷側に面部を形成する金網型枠1と、直
線状の天井部を構成する天梁2aの前記長さ方向の両側
から垂直状態で下方に向けて一対の脚体(脚梁)2b,
2cを延設した正面視逆U字型の横線材2と、敷設時に
金網型枠1の内面Vとなる面に設けた複数のリング体3
と、金網型枠1とこの金網型枠1に隣接して配置された
フープ筋4との間および前記脚体2b,2cのうち山側
の脚体2bとフープ筋4との間を連結する釣針状のフッ
ク8を有する線状金具からなる複数の間隔保持部材9
と、線状で、両端にフック10を有し、前記脚体2b,
2cの下部において両者2b,2c間に架設された開き
防止部材11とから構成されている。
The horizontal frame A has a square shape when viewed from the front. The length L in the length direction and the height H is a wire mesh formwork 1 that forms a surface portion on the valley side of the reinforcing bars 6 laid in a lattice, and a ceiling beam 2a that forms a linear ceiling portion. A pair of legs (leg beams) 2b vertically downward from both sides in the length direction of
A horizontal wire 2 having an inverted U-shape in a front view, in which 2c is extended, and a plurality of ring bodies 3 provided on a surface which becomes an inner surface V of the wire mesh form 1 when laid.
And a hook for connecting between the wire mesh form 1 and the hoop muscle 4 arranged adjacent to the wire mesh mold 1 and between the mountain side leg 2b of the legs 2b and 2c and the hoop muscle 4. Spacing members 9 made of linear metal fittings having hooks 8
And has a hook 10 at both ends, which is linear, and has the legs 2b,
At the lower part of 2c, it is composed of an opening prevention member 11 which is provided between the two 2b and 2c.

【0013】そして、横線材2の天梁2aに対する脚体
2b,2cの曲げ角βは90°である。また、金網型枠
1の目合いは吹付材料であるモルタル又はコンクリート
が引っ掛かって巣ができるようなことがない程度に粗く
設定してある。目合いは、例えば、1.0〜5.0cm
である。なお、横枠体Aを、正面視長方形に形成しても
よい。
The bending angle β of the legs 2b and 2c with respect to the ceiling beam 2a of the horizontal wire 2 is 90 °. Further, the mesh of the wire netting formwork 1 is set to be coarse enough that mortar or concrete, which is a spray material, is not caught to form a nest. The mesh is, for example, 1.0 to 5.0 cm
Is. The horizontal frame body A may be formed in a rectangular shape when viewed from the front.

【0014】更に、前記リング体3は、脚体2cが挿通
可能な大きさを有し、この脚体2cを差し込むことで、
横線材2は金網型枠1に対して回動自在に係止される。
この実施形態では前記リング体3を3個、金網型枠1の
内面Vにおける上・中・下の位置に設けている。そし
て、金網型枠1の長さLが短い場合(図4参照)、前記
リング体3を前記長さ方向に適宜間隔Sを有して3組設
けたり、長い場合(図3参照)は前記リング体3を前記
長さ方向に適宜間隔Pを有して5組設けている。そのた
め、横線材2を金網型枠1に係合した状態、つまり、リ
ング体3に横線材2の脚体2cを差し込んだ状態では、
リング体3に対して、横線材2は回動自在であるから、
この横枠体Aの折り畳みが自由に行える。
Further, the ring body 3 has such a size that the leg body 2c can be inserted, and by inserting the leg body 2c,
The horizontal wire 2 is rotatably locked to the wire netting frame 1.
In this embodiment, three ring bodies 3 are provided at upper, middle and lower positions on the inner surface V of the wire mesh form 1. When the length L of the wire mesh form 1 is short (see FIG. 4), three sets of the ring bodies 3 are provided with an appropriate interval S in the length direction, or when the length is long (see FIG. 3). Five sets of ring bodies 3 are provided at appropriate intervals P in the length direction. Therefore, in a state in which the horizontal wire 2 is engaged with the wire mesh form 1, that is, in a state in which the leg 2c of the horizontal wire 2 is inserted in the ring body 3,
Since the horizontal wire 2 is rotatable with respect to the ring body 3,
The lateral frame A can be freely folded.

【0015】なお、前記脚体2b,2cのうち、鉄筋6
より山側に位置する脚体2bには、各脚体2bの間隔を
前記適宜間隔Pに合わせて回動自在に係止する複数の係
止部2dを設けた連結線材2eを配置する。この連結線
材2eを設けることにより、各脚体2bの間隔が適宜間
隔Pになるように固定できるので、横枠体Aの安定性を
向上することができる。また、この連結線材2eを複数
設けることによりその安定性を更に向上することができ
る。
Of the legs 2b and 2c, the reinforcing bar 6
On the leg 2b located on the mountain side, a connecting wire 2e provided with a plurality of locking portions 2d that locks the legs 2b rotatably according to the interval P between the legs 2b is arranged. By providing the connecting wire 2e, the legs 2b can be fixed so that the gap between the legs 2b becomes the gap P as appropriate, so that the stability of the lateral frame A can be improved. Further, the stability can be further improved by providing a plurality of the connecting wire rods 2e.

【0016】横枠体A内に、先組鉄筋6を備えた前記フ
ープ筋4が配筋されるが、横枠体Aの高さ、つまり、前
記金網型枠1の高さHは20〜60cmで、横枠体Aの
長さL、つまり、金網型枠1の長さLは、1〜4m、幅
Wは20〜60cmである。なお、横線材2の脚体2
b,2cの高さは金網型枠1の高さHと同一である。
The hoop reinforcement 4 having the front-end rebar 6 is arranged in the horizontal frame A, and the height of the horizontal frame A, that is, the height H of the wire netting formwork 1 is 20-. At 60 cm, the length L of the horizontal frame A, that is, the length L of the wire netting formwork 1 is 1 to 4 m, and the width W is 20 to 60 cm. The leg 2 of the horizontal wire 2
The heights of b and 2c are the same as the height H of the wire netting formwork 1.

【0017】但し、横枠体Aの長さLは特に限定されな
い。短い場合は、取扱い易いが、格子枠12を形成する
際、連結の手間がいる。長い場合は、連結の手間が少な
い代わりに、取扱いが不便となる。したがって、場合に
応じて、適宜、適当な長さのものを用いればよい。ま
た、横枠体Aと縦枠体A’の交差部Gは、一般的に、つ
きあわせ状態で接続することで形成される。
However, the length L of the horizontal frame A is not particularly limited. If it is short, it is easy to handle, but it takes time and effort to connect it when forming the lattice frame 12. If the length is long, the connection becomes less troublesome and the handling becomes inconvenient. Therefore, a suitable length may be used depending on the case. Further, the intersection G between the horizontal frame A and the vertical frame A ′ is generally formed by connecting them in a butting state.

【0018】すなわち、図1に示すように、格子枠12
を、法面N上の等高線の方向に配置される横枠部分13
と、横枠部分13に直交して配置される縦枠部分14と
から構成し、網状体5上に、まず、縦枠部分14を形成
するための縦枠体A’を平行に配置した後、これら縦枠
部分14間に横枠部分13を形成するための横枠体Aを
配置することで、交差部Gにおいて横枠体A,縦枠体
A’同士がつきあわせ状態で接続される。
That is, as shown in FIG. 1, the lattice frame 12
Is the horizontal frame portion 13 arranged in the direction of the contour line on the slope N.
And a vertical frame portion 14 arranged orthogonally to the horizontal frame portion 13, and after first arranging a vertical frame body A ′ for forming the vertical frame portion 14 in parallel on the mesh body 5, By arranging the horizontal frame body A for forming the horizontal frame portion 13 between the vertical frame portions 14, the horizontal frame body A and the vertical frame body A ′ are connected to each other at the intersection G. .

【0019】而して、横線材2と金網型枠1を別々にし
て現場へ運搬できる。この場合は、現場で横線材2を金
網型枠1につないで横枠体Aを組み立てればよい。
Thus, the horizontal wire 2 and the wire mesh form 1 can be separately carried to the site. In this case, the horizontal wire 2 may be connected to the wire netting formwork 1 at the site to assemble the horizontal frame body A.

【0020】また、横線材2を金網型枠1につないだ状
態でも横線材2は回動自在であるので、横枠体Aを折り
畳んで現場へ運搬できる。すなわち、折り畳めて運搬が
容易である。この場合、現場では、図3(A)に示すよ
うに、折り畳んだ状態から横線材2を回動させる。
Further, since the horizontal wire 2 is rotatable even when the horizontal wire 2 is connected to the wire netting frame 1, the horizontal frame A can be folded and transported to the site. That is, it is easy to fold and carry. In this case, at the site, as shown in FIG. 3A, the horizontal wire 2 is rotated from the folded state.

【0021】このとき、本例の脚体2bは係合部2dに
よって連結線材2eに回動自在に接続されているので、
連結線材2eによって回動自在に連結されている全ての
脚体2bは同時に折り畳んだり、展開したりすることが
できる。すなわち、横枠体Aをより扱いやすくすること
ができ、これによって施工にかかる手間を少なくするこ
とができる。しかしながら、脚体2bと連結線材2eと
の係止部2dは結束線材による結束によって固定される
ように形成されてもよい。
At this time, the leg 2b of this embodiment is rotatably connected to the connecting wire 2e by the engaging portion 2d.
All the legs 2b that are rotatably connected by the connecting wire 2e can be folded or unfolded at the same time. That is, the horizontal frame A can be made easier to handle, and the labor required for construction can be reduced. However, the locking portion 2d between the leg 2b and the connecting wire 2e may be formed so as to be fixed by binding with the binding wire.

【0022】そして、図3(B)に示すように、法面N
上に網状体5を張設した後この網状体5の上に鉄筋6を
4本、フープ筋4の四隅に位置するようにして、格子状
に浮設した状態で配筋し、その後、鉄筋6を覆うように
横枠体Aが敷設される。この場合、横枠体Aの敷設後に
必要と思われる箇所に間隔保持部材9および開き防止部
材11を設置する。
Then, as shown in FIG. 3B, the slope N
After the reticulated body 5 is stretched on the reticulated body 5, four rebars 6 are placed on the reticulated body 5 so that they are located at the four corners of the hoop reed 4, and the rebars are arranged in a state of being floated in a lattice pattern. A horizontal frame body A is laid so as to cover 6. In this case, the space holding member 9 and the opening prevention member 11 are installed at the places considered necessary after the horizontal frame A is laid.

【0023】つまり、上下に配置される複数の間隔保持
部材9で、山側の脚体2bと山側に配置されたフープ筋
4の縦部分4aとの間を連結するとともに、上下に配置
される複数の間隔保持部材9で、谷側の脚体2cまたは
金網型枠1と谷側に配置されたフープ筋4の縦部分4b
との間を連結し、更に、脚体2b,2cの下部において
両者2b,2c間に開き防止部材11を架設する。これ
により、金網型枠1の開きを防止できる上に、金網型枠
1と鉄筋6の間隔mを保持できる。
That is, the plurality of spacing members 9 arranged vertically connect the leg 2b on the mountain side and the vertical portion 4a of the hoop streak 4 arranged on the mountain side, and a plurality of members arranged vertically. With the spacing member 9 of the above, the vertical portion 4b of the leg body 2c or the wire mesh form 1 on the valley side and the hoop muscle 4 arranged on the valley side.
And the opening prevention member 11 is installed between the two legs 2b and 2c at the lower part of the legs 2b and 2c. As a result, it is possible to prevent the wire mesh formwork 1 from opening and also to maintain the distance m between the wire mesh formwork 1 and the reinforcing bar 6.

【0024】すなわち、このように組み立てられた横枠
体Aおよび縦枠体A’の上からモルタル又はコンクリー
トを吹付けて法枠15を形成するが、特に、形成する梁
が横枠部分13に対応する梁で非常に断面積の大きいも
のであっても、間隔保持部材9と開き防止部材11によ
って、モルタル又はコンクリートの重量や吹付けの圧力
によって網目型枠2の脚体2b,2cが開いたり、前記
梁2aが下方へ湾曲することなく、一度の吹付けにより
モルタル又はコンクリート法枠15を形成する所定の場
所に規格通り盛ることができる。
That is, the method frame 15 is formed by spraying mortar or concrete onto the horizontal frame body A and the vertical frame body A'assembled in this way. Even if the corresponding beam has a very large cross-sectional area, the leg members 2b and 2c of the mesh form 2 are opened by the weight of the mortar or concrete and the pressure of spraying due to the spacing member 9 and the opening prevention member 11. Alternatively, the beam 2a can be sewn in accordance with the standard at a predetermined place where the mortar or concrete frame 15 is formed by a single spraying without curving downward.

【0025】特に、本発明では、横枠体Aが一対の脚体
2b,2cを備えて前記鉄筋6を跨ぐ複数の横線材2
と、前記脚体2b,2cのうち鉄筋6より谷側の脚体2
cのみに、脚体2cをそれぞれ係止する複数のループ部
3を備えこのループ部3のそれぞれに谷側の脚体2cを
係止させることにより鉄筋6の谷側を覆う面部を形成す
る金網型枠1とを有するので、横枠体Aの山側にはモル
タル又はコンクリートを盛るためのおおきな開口部が形
成される。したがって、本発明の横枠体Aに対して、モ
ルタル又はコンクリートを吹きつけるときに、吹付けの
邪魔になるものがなく、それだけ、確実な吹付けを行っ
て、強度の高い法枠を形成することができる。
In particular, in the present invention, the horizontal frame member A is provided with a pair of legs 2b and 2c, and the plurality of horizontal wire members 2 straddling the reinforcing bar 6 are provided.
Of the legs 2b and 2c, the leg 2 on the valley side of the reinforcing bar 6
Only c is provided with a plurality of loop portions 3 for respectively locking the legs 2c, and a metal mesh forming a surface portion for covering the valley side of the reinforcing bar 6 by locking the legs 2c on the valley side to each of the loop portions 3 Since it has the formwork 1, a large opening for forming mortar or concrete is formed on the mountain side of the horizontal frame body A. Therefore, when spraying mortar or concrete onto the horizontal frame A of the present invention, there is nothing that interferes with the spraying, and by doing so, reliable spraying is performed to form a strong legal frame. be able to.

【0026】なお、上述した例では、法面の斜面に対し
て縦方向に配置される縦枠体A’の構成は、向かい合う
二つの金網型枠を、逆U字状の横線材によって接続する
ことにより鉄筋6の両側面に前記金網型枠を配設するも
のである。しかしながら、前記縦枠体A’の構成も、本
発明の横枠体Aと同一構造として、縦枠体A’内に対す
る確実なモルタル又はコンクリートの吹付けをより簡単
に行えるようにしてもよいことは言うまでもない。
In the above-mentioned example, the construction of the vertical frame A'arranged in the vertical direction with respect to the slope of the slope is such that two wire mesh forms facing each other are connected by the inverted U-shaped horizontal wire. As a result, the wire mesh molds are arranged on both sides of the reinforcing bar 6. However, the structure of the vertical frame A ′ may also be the same as that of the horizontal frame A of the present invention so that reliable mortar or concrete can be sprayed into the vertical frame A ′ more easily. Needless to say.

【0027】さらに、図4(A)に示すように、本発明
の横枠体Aは、天井部および両側脚部を同一線材で溶接
により一体的に成形されている従来の型枠と異なり、横
枠体Aを構成する横線材2および金網型枠1を別体に形
成し、しかも、リング体3に横線材2を差し込むだけで
横枠体Aを得ることができる。したがって、施工費の低
減化を図ることができる。また、横線材2をリング体3
に差し込むと、横線材2は回動自在であるので、運搬時
に折り畳むことができ、従来のように運搬に不自由を感
じることはなく、折り畳めたり、横線材2と金網型枠1
を別々にしたりできるので、運搬が容易である。
Further, as shown in FIG. 4 (A), the horizontal frame body A of the present invention is different from the conventional form frame in which the ceiling portion and both side leg portions are integrally formed by welding with the same wire. The horizontal frame member A can be obtained by forming the horizontal wire member 2 and the wire netting frame 1 which form the horizontal frame member A separately, and only inserting the horizontal wire member 2 into the ring member 3. Therefore, the construction cost can be reduced. Further, the horizontal wire 2 is connected to the ring body 3
, The horizontal wire 2 is rotatable, so that it can be folded at the time of transportation, and there is no need to feel inconvenience in transportation as in the conventional case, and the horizontal wire 2 and the wire mesh form 1 can be folded.
Since they can be separated, they are easy to transport.

【0028】加えて、現場で簡単に横線材2を取り外す
ことができるので、現場に合わせて金網型枠1を切った
り、足したりするときの作業性を向上できる。
In addition, since the horizontal wire 2 can be easily removed on site, workability when cutting or adding the wire mesh form 1 can be improved according to the site.

【0029】また、本例では、図4(B)に示すよう
に、金網型枠1の内側(法面の山側)にリング体3を形
成しており、これによって横枠体Aの折り畳みを容易に
行うことができる。しかしながら、本発明は金網型枠1
に対する脚体2cの係止部3の構成を金網型枠1の内側
に形成されたリング体3に限定するものではない。すな
わち、このリング体3を金網型枠1の外側に形成しても
よい。
Further, in this example, as shown in FIG. 4 (B), the ring body 3 is formed inside the wire mesh form 1 (the mountain side of the slope), whereby the horizontal frame A is folded. It can be done easily. However, the present invention is directed to the wire mesh formwork 1
The structure of the locking portion 3 of the leg body 2c with respect to is not limited to the ring body 3 formed inside the wire netting frame 1. That is, the ring body 3 may be formed on the outside of the wire netting frame 1.

【0030】また、係止部3として、金網型枠1を構成
する各横線材の一部を屈曲して脚体2cを挿入するため
の凹部を形成することも可能である。さらには、脚体2
cと金網型枠1との係止をCリングガンによる固定によ
って行っても、結束線材による緊縛によって行ってもよ
い。いずれにしても、本発明の法枠形成用の横枠体A
は、溶接を施すことなく横枠体Aを組み立てできるの
で、その製造にかかる手間を少なくすることができ、そ
れだけコスト安にて形成できる。また、前記係止部3の
各種形成方法は、以下の各種実施例にも適用可能であ
る。
Further, as the locking portion 3, it is also possible to bend a part of each horizontal wire material forming the wire mesh form 1 to form a recess for inserting the leg 2c. Furthermore, leg 2
The c and the wire netting frame 1 may be locked by fixing with a C ring gun or by binding with a binding wire. In any case, the lateral frame A for forming the legal frame of the present invention
Since the horizontal frame body A can be assembled without welding, it is possible to reduce the labor required for manufacturing the horizontal frame body A, and the cost can be reduced accordingly. Further, various methods of forming the locking portion 3 can be applied to various embodiments described below.

【0031】図5は、正面視等脚台形の横線材2を用い
て正面視台形形状にした本発明の第2の実施形態を示
す。図5において、図1〜図4に示す符号と同一のもの
は、同一または相当物である。
FIG. 5 shows a second embodiment of the present invention in which a front view isosceles trapezoidal horizontal wire 2 is used to form a front view trapezoidal shape. 5, the same reference numerals as those shown in FIGS. 1 to 4 are the same or equivalent.

【0032】本例の場合、天梁2aに対する脚体2b,
2cの曲げ角βを、90°より鈍角として、横線材Aの
安定性を向上している。なお、本例の場合、脚体2bに
対して連結線材2dを一本取り付けているだけであるの
で、曲げ角βの角度には制限がないが、脚体2bの上下
異なる複数箇所において複数の連結線材2dを設ける場
合には横線材2が回動して横枠体Aの折り畳みが自由に
行える程度の角度、例えば、90°<β<110°に設
定することが望ましい。
In the case of this example, the legs 2b for the top beam 2a,
The stability of the horizontal wire A is improved by setting the bending angle β of 2c to be obtuse than 90 °. In addition, in the case of this example, since only one connecting wire 2d is attached to the leg 2b, there is no limitation on the angle of the bending angle β. When the connecting wire 2d is provided, it is desirable to set the angle such that the horizontal wire 2 can be rotated and the horizontal frame A can be freely folded, for example, 90 ° <β <110 °.

【0033】なお、上記各実施形態のアンカーピン7で
はなく、開き防止部材11でフープ筋(鉄筋篭)4を浮
設・固定してもよい。
Instead of the anchor pin 7 of each of the above-mentioned embodiments, the hoop reinforcement (rebar cage) 4 may be floated and fixed by the opening preventing member 11.

【0034】図6は、鉄筋6を網状体5の上と正面視偏
平な逆U字型の横線材2の天梁2aの上とに配筋したダ
ブル配筋タイプに適用したこの発明の第3の実施形態を
示す。図6において、図1〜図5に示す符号と同一のも
のは、同一または相当物である。
FIG. 6 shows the first embodiment of the present invention in which the rebar 6 is applied to the reticulated body 5 and to the top beam 2a of the inverted U-shaped horizontal wire 2 which is flat in front view. 3 shows a third embodiment. 6, the same reference numerals as those shown in FIGS. 1 to 5 are the same or equivalent.

【0035】このダブル配筋タイプでは、網状体5の上
に2本の鉄筋6を間隔をおいて載せ、ところどころを針
金にて鉄筋6を網状体5に結束した後、上から横枠体A
を覆うように配設し、更に、横線材2の天梁2aの上に
も2本の鉄筋6を間隔をおいて載せてこれらを針金2f
で結束することにより、横線材2を鉄筋6に緊縛してい
る。すなわち、横線材2が鉄筋6に緊縛される緊縛部を
有するように構成してあり、これによって横線材Aをよ
り安定して設置することができる。この場合、金網型枠
1の高さHは10cm前後であり、横線材2の脚体2
b,2cの高さは金網型枠1の高さHよりも低くしてい
る。
In this double rebar type, two rebars 6 are placed on the reticulated body 5 at intervals, and the rebars 6 are tied to the reticulated body 5 with a wire, and then the horizontal frame A
And the two rebars 6 are also placed on the top beam 2a of the horizontal wire 2 with a space between them and the wires 2f
The horizontal wire 2 is tightly bound to the reinforcing bar 6 by binding with. That is, the horizontal wire 2 is configured to have a binding portion that is tightly bound to the reinforcing bar 6, whereby the horizontal wire A can be installed more stably. In this case, the height H of the wire mesh formwork 1 is around 10 cm, and the leg 2 of the horizontal wire 2 is
The heights of b and 2c are lower than the height H of the wire netting frame 1.

【0036】図7、図8は、金網型枠1を使用して鉄筋
6の谷側を覆う面部を形成し、この金網型枠1の下部お
よび横線材21の脚体21aを開き防止部材20で回動
自在に連結する一方、金網型枠1の上部にリング体3を
2〜3個取り付け、このリング体3に、前記横線材21
の谷側の脚体21bを差し込むことによって、脚体21
bと金網型枠1とを係合させ、横線材21の上に鉄筋6
を載せるように構成した本発明の第4の実施形態を示
す。図7,8において、図1〜図6に示す符号と同一の
ものは、同一または相当物である。
In FIGS. 7 and 8, the wire mesh form 1 is used to form a surface portion for covering the trough side of the rebar 6, and the lower portion of the wire mesh form 1 and the leg 21a of the horizontal wire 21 are prevented from opening. 2 to 3 are attached to the upper part of the wire mesh form 1 while being rotatably connected with each other, and the horizontal wire 21 is attached to the ring body 3.
By inserting the leg side 21b on the valley side of the
b and the wire mesh form 1 are engaged, and the reinforcing bar 6 is placed on the horizontal wire 21.
4 shows a fourth embodiment of the present invention configured to carry a. 7 and 8, the same reference numerals as those shown in FIGS. 1 to 6 are the same or equivalent.

【0037】この場合、横線材21を一つの凸部22と
二つの凹部23を有する正面視凹多角形状に形成し、前
記二つの凹部23に鉄筋6を針金等で結束して浮設保持
してある。
In this case, the horizontal wire 21 is formed into a concave polygonal shape in a front view having one convex portion 22 and two concave portions 23, and the reinforcing bars 6 are bundled in the two concave portions 23 with wire or the like and held in a floating manner. There is.

【0038】また、開き防止部材20を、二つの、上に
凸の凸部24を有する線材で形成し、前記二つの凸部2
4に鉄筋を針金等で結束して浮設保持してある。そし
て、開き防止部材20は両端部に設けたリング部26の
一方を金網型枠1の縦線材に他方を脚体21aに連結さ
れている。したがって、開き防止部材20は回動自在で
あるので、本例の横枠体Aは運搬時に折り畳むことがで
きる。つまり、従来のように運搬に不自由を感じること
はなく、折り畳める。
Further, the opening preventing member 20 is formed of a wire material having two upward convex portions 24, and the two convex portions 2 are formed.
In Fig. 4, reinforcing bars are bound by wire or the like and are held in a floating manner. The opening prevention member 20 is connected to one end of the ring portions 26 provided at both ends thereof to the vertical wire of the wire netting frame 1 and the other end to the leg 21a. Therefore, since the opening prevention member 20 is rotatable, the horizontal frame body A of this example can be folded during transportation. In other words, it can be folded without feeling the inconvenience of transportation as in the past.

【0039】なお、回動自在な開き防止部材20の代わ
りに、両端に釣針状のフックを有する開き防止部材20
を用いたり、一端に釣針状のフックを有し、他端にリン
グ部26を有する開き防止部材20を用いてもよい。
Instead of the rotatable anti-opening member 20, the anti-opening member 20 having hooks on both ends is provided.
Alternatively, the opening preventing member 20 having a hook like a hook at one end and a ring portion 26 at the other end may be used.

【0040】図9は、金網型枠1を使用して鉄筋の谷側
の面部を形成し、この金網型枠1の下部および横線材2
1の脚体21aを開き防止部材20で回動自在に連結す
る一方、金網型枠1の上部にリング体3を2〜3個取り
付け、このリング体3に、前記横線材21の谷側の脚体
21bを差し込むことによって、脚体21bと金網型枠
1とを係合させ、横線材21の上に鉄筋6を載せるよう
に構成した本発明の第5の実施形態を示す。図9におい
て、図1〜図8に示す符号と同一のものは、同一または
相当物である。
In FIG. 9, the wire mesh form 1 is used to form the valley-side surface of the reinforcing bar, and the lower part of the wire mesh form 1 and the horizontal wire 2 are formed.
While one leg 21a is rotatably connected by the opening prevention member 20, two to three ring bodies 3 are attached to the upper part of the wire mesh form 1, and the ring body 3 is provided with a valley side of the horizontal wire 21. The 5th Embodiment of this invention comprised which the leg 21b and the wire mesh formwork 1 are engaged by inserting the leg 21b, and the rebar 6 is mounted on the horizontal wire 21 is shown. 9, the same reference numerals as those shown in FIGS. 1 to 8 are the same or equivalent.

【0041】この場合、横線材21を二つの凸部22と
一つの凹部23aを有する正面視凹多角形状に形成し、
前記一つの凹部23aに鉄筋6を針金等で結束して浮設
保持してある。また、前記各種実施例の横枠体Aを用い
て、斜め格子の法枠を形成する場合も同様に、金網型枠
1が谷側になるように設置すればよい。
In this case, the horizontal wire 21 is formed into a concave polygonal shape in a front view having two convex portions 22 and one concave portion 23a,
Reinforcing bars 6 are bound and held in a floating manner by wire or the like in the one recess 23a. Further, when forming the diagonal grid square frame using the horizontal frame bodies A of the various embodiments, the wire mesh form 1 may be installed so as to be on the valley side.

【0042】[0042]

【発明の効果】以上説明したようにこの発明では、折り
畳みが自由で、かつ、容易に分割できるコスト安の法枠
形成用の横枠体を提供することができる効果がある。ま
た、上部からの吹付けにおいて、モルタル又はコンクリ
ートの吹付けの障害物となるものが少なく、スムーズで
確実な吹付け枠の施工が可能となる。さらに、本発明に
よると、既設法枠を大型化する場合、既設法枠を撤去す
ることなく、その既設法枠上から被せて型枠を設置する
ことで、モルタル又はコンクリートの「増し打ち」が可
能である。
As described above, according to the present invention, there is an effect that it is possible to provide a horizontal frame body for forming a legal frame which can be folded freely and can be easily divided. Further, in spraying from above, there are few obstacles for spraying mortar or concrete, and a smooth and reliable spray frame can be constructed. Further, according to the present invention, when enlarging the existing legal frame, by installing the form over the existing legal frame without removing the existing legal frame, "additional hitting" of mortar or concrete can be achieved. It is possible.

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

【図1】この発明の第1の実施形態における施工状態を
示す全体構成説明図である。
FIG. 1 is an overall configuration explanatory diagram showing a construction state in a first embodiment of the present invention.

【図2】上記実施形態を示す構成説明図である。FIG. 2 is a configuration explanatory view showing the embodiment.

【図3】(A)は上記実施形態における折り畳み解除の
状態を示す図である。 (B)は上記実施形態における組付け手順を示す図であ
る。
FIG. 3A is a diagram showing a state of unfolding in the embodiment. FIG. 6B is a diagram showing an assembling procedure in the above embodiment.

【図4】上記実施形態における要部分解斜視図である。FIG. 4 is an exploded perspective view of a main part of the above embodiment.

【図5】この発明の第2の実施形態を示す構成説明図で
ある。
FIG. 5 is a structural explanatory view showing a second embodiment of the present invention.

【図6】この発明の第3の実施形態を示す構成説明図で
ある。
FIG. 6 is a structural explanatory view showing a third embodiment of the present invention.

【図7】この発明の第4の実施形態を示す構成説明図で
ある。
FIG. 7 is a structural explanatory view showing a fourth embodiment of the present invention.

【図8】(A)は上記第4の実施形態における組付け手
順をを示す図である。 (B)は上記第4の実施形態における要部構成説明図で
ある。
FIG. 8A is a diagram showing an assembling procedure in the fourth embodiment. FIG. 9B is an explanatory diagram of a main part configuration in the fourth embodiment.

【図9】この発明の第5の実施形態を示す構成説明図で
ある。
FIG. 9 is a structural explanatory view showing a fifth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1…金網型枠(網目型枠)、2…横線材、2b,2c…
脚体、3…リング体(係止部)、6…鉄筋、8…フッ
ク、9…間隔保持部材、11…開き防止部材、15…法
枠、A…横枠体、N…法面。
1 ... Wire mesh form (mesh form), 2 ... Horizontal wire, 2b, 2c ...
Legs, 3 ... Ring body (locking portion), 6 ... Reinforcing bar, 8 ... Hook, 9 ... Interval holding member, 11 ... Opening prevention member, 15 ... Normal frame, A ... Horizontal frame body, N ... Slope.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 法面に横方向に配筋された鉄筋を覆うよ
うに法面上に配設され、かつ、モルタル又はコンクリー
トが吹付けられて法枠を形成する横枠体において、一対
の脚体を備えて前記鉄筋を跨ぐ複数の横線材と、前記脚
体のうち鉄筋より谷側の脚体のみに、複数の係止部のそ
れぞれを係止させることにより鉄筋の谷側を覆う面部を
形成する網目型枠とを有することを特徴とする法枠形成
用の横枠体。
1. Covering a reinforcing bar arranged horizontally on the slope.
It is disposed on urchin slopes, and in the transverse frame member that form a legal frame mortar or concrete is sprayed, and a plurality of horizontal lines material across the reinforcing bar includes a pair of legs, the leg only the legs of the valley side of the reinforcing steel of, Noso plurality of engagement portions
By locking each of them, the surface part that covers the valley side of the reinforcing bar
Horizontal frame for legal frame formation and having a formation to mesh mold.
【請求項2】 前記脚体のうち山側の脚体をそれぞれ係
止する複数の係止部を設けた連結線材を有する請求項1
に記載の法枠形成用の横枠体。
2. The legs on the mountain side of the legs are engaged with each other.
A connecting wire rod provided with a plurality of locking portions for stopping.
A horizontal frame body for forming a legal frame described in 1 .
JP2000168717A 2000-06-06 2000-06-06 Horizontal frame for forming a legal frame Expired - Lifetime JP3451055B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000168717A JP3451055B2 (en) 2000-06-06 2000-06-06 Horizontal frame for forming a legal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000168717A JP3451055B2 (en) 2000-06-06 2000-06-06 Horizontal frame for forming a legal frame

Publications (2)

Publication Number Publication Date
JP2001348880A JP2001348880A (en) 2001-12-21
JP3451055B2 true JP3451055B2 (en) 2003-09-29

Family

ID=18671684

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000168717A Expired - Lifetime JP3451055B2 (en) 2000-06-06 2000-06-06 Horizontal frame for forming a legal frame

Country Status (1)

Country Link
JP (1) JP3451055B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4690173B2 (en) * 2005-11-04 2011-06-01 三和線材株式会社 Formwork for slope protection construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3008144U (en) 1994-08-22 1995-03-07 日本植生株式会社 Inspection frame for forming a legal frame with a reinforcing bar holding member

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3008144U (en) 1994-08-22 1995-03-07 日本植生株式会社 Inspection frame for forming a legal frame with a reinforcing bar holding member

Also Published As

Publication number Publication date
JP2001348880A (en) 2001-12-21

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