JP2000160571A - Slope frame forming frame body - Google Patents

Slope frame forming frame body

Info

Publication number
JP2000160571A
JP2000160571A JP10340404A JP34040498A JP2000160571A JP 2000160571 A JP2000160571 A JP 2000160571A JP 10340404 A JP10340404 A JP 10340404A JP 34040498 A JP34040498 A JP 34040498A JP 2000160571 A JP2000160571 A JP 2000160571A
Authority
JP
Japan
Prior art keywords
frame
forming
wire
horizontal
legs
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.)
Granted
Application number
JP10340404A
Other languages
Japanese (ja)
Other versions
JP3170487B2 (en
Inventor
Kaname Hori
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 JP34040498A priority Critical patent/JP3170487B2/en
Publication of JP2000160571A publication Critical patent/JP2000160571A/en
Application granted granted Critical
Publication of JP3170487B2 publication Critical patent/JP3170487B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a freely collapsibe, easily divisible and inexpensive slope frame forming frame body. SOLUTION: A frame body A is arranged on a face of slope so as to cover reinforcements 6 arranged in a lattice shape, and forms a slope frame by spraying mortar or concrete. Then, the frame body is composed of connecting bodies 1a, 1b of both side mutually opposed wire rods and plural horizontal wire rods 2 having a pair of leg bodies 2b, 2c, and both connecting bodies 1a, 1b are connected by the horizontal wire rods 2 by locking the leg bodies 2b, 2c on locking parts 3 arranged in both connecting bodies 1a, 1b.

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、法枠形成用の枠
体に関する。
The present invention relates to a frame 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ソイル
クリート工法と呼ばれる簡易法枠工法(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 pattern on a slope, and the mortar or concrete (hereinafter, referred to as mortar) is large enough to blow over the reinforcing bars without hindrance. A grid frame is formed by integrally forming a ceiling having a ceiling portion and both side legs extending downward from the ceiling portion with the same wire to form a grid frame, and mortar is placed on the grid frame. In a simple method called the soil cleat method (for example, see Japanese Patent Publication No. 4-41724, Japanese Patent Publication No. 5-7492, and Japanese Patent Publication No. 5-20528), the above-mentioned mold is used. Since the frame is formed in a trapezoidal shape when viewed from the front, the mold cannot be folded and transported, so that it is necessary to transport it in a stack, which is inconvenient. In addition, the ceiling and both legs must be integrally formed by the same wire, for example, by welding, and this has been a neck, which has been likely to increase the cost of members.

【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 a legal frame is formed using a pedestal for holding a reinforcing bar at an appropriate position so as to ensure an accurate sprayed cross-sectional shape, it is necessary to stack the pedestal and transport it, which is inconvenient. Moreover, since the pedestal is formed by welding, the cost is high.

【0004】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枠体を提供するこ
とを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and has as its object to provide a frame for forming a legal frame which is freely foldable and can be easily divided. And

【0005】[0005]

【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、格子状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枠体において、両側の相対
向した線材の連結体と、一対の脚体を備えた複数の横線
材とよりなり、前記両連結体に設けた係止部に前記脚体
を係止させることにより、前記両連結体を前記横線材で
連結してある。なお、鉄筋は、法面から浮設した状態で
配筋してもよいし、法面に接する状態で配筋してもよ
い。
In order to achieve the above-mentioned object, the present invention provides a method in which mortar or concrete is sprayed on a slope so as to cover reinforcing bars arranged in a grid. In the frame body forming the normal frame, a connection body of wires facing each other on both sides and a plurality of horizontal wires having a pair of legs are provided, and the legs are attached to locking portions provided on the both connections. By locking, the two connected bodies are connected by the horizontal wire. The reinforcing bars may be arranged in a state of floating from the slope, or may be arranged in contact with the slope.

【0006】また、この発明は別の観点から、法面上に
適宜の間隔を有して格子状に設置され、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ための枠体に
おいて、両側の相対向した線材の連結体と、一対の脚体
を備えた複数の横線材とよりなり、前記両連結体に設け
た係止部に前記脚体を係止させることにより、前記両連
結体を前記横線材で連結してなり、前記横線材を正面視
凹多角形状に形成してある。
Another aspect of the present invention relates to a frame for forming a frame by spraying mortar or concrete and forming the frame by spraying mortar or concrete at an appropriate interval on the slope from another viewpoint. And a plurality of horizontal wires having a pair of legs, and the legs are locked by locking portions provided on both the links, whereby the two links are connected. Are connected by the horizontal wire, and the horizontal wire is formed in a concave polygonal shape when viewed from the front.

【0007】また、この発明は更に別の観点から、法面
上に適宜の間隔を有して格子状に設置され、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ための枠
体において、両側の相対向した線材の連結体と、一対の
脚体を備えた複数の横線材とよりなり、前記両連結体に
設けた係止部に前記脚体を係止させることにより、前記
両連結体を前記横線材で連結し、更に、前記連結体間を
それらの下部において係止するか、あるいは回動自在に
連結し、それによって、前記連結体間の間隔を保持させ
るとともに、前記両側の開きを防止する連結部材を設
け、更に、前記横線材を正面視凹多角形状に形成してあ
る。
According to another aspect of the present invention, there is provided a frame which is installed in a grid pattern at appropriate intervals on a slope and which is sprayed with mortar or concrete to form a frame. The two connecting members are constituted by a connected body of opposing wires on both sides and a plurality of horizontal wires provided with a pair of legs, and the legs are locked by locking portions provided on the two connected members. The body is connected by the horizontal wire, and furthermore, the connection between the connection bodies is locked at their lower part or connected rotatably, thereby keeping the space between the connection bodies and A connecting member for preventing the opening is provided, and the horizontal wire is formed in a concave polygonal shape in a front view.

【0008】[0008]

【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。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1〜図4は、相対向した一対の金網型枠
1a,1b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2b,
2cを差し込み、更に、先組鉄筋6と金網型枠1a,1
b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、連結体として透き間の多い線材で構成される金網
型枠1a,1bを採用している。
FIGS. 1 to 4 show three to four ring bodies (an example of locking parts) 3 attached to a pair of metal mesh frames 1a and 1b opposed to each other. Legs 2b,
2c, and furthermore, the pre-assembled reinforcing bar 6 and the wire mesh form 1a, 1
1 shows a first embodiment of the present invention in which an interval m of b is held by an interval holding member 9. In this embodiment, wire mesh frames 1a and 1b composed of a wire material having a large amount of transparency are employed as a connecting body.

【0010】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 FIG. 1 to FIG. 4, reference numeral 4 denotes a hoop bar (reinforcing bar), and a reinforcing member 6 is stretched on a slope N at the time of construction. Arrange the bars in a state of being suspended in a lattice so as to be located at the four corners of the hoop bar 4, and tie the overlapping portions (that is, the end portions 6a of the reinforcing bar 6) together with wires or the like and fix them with the anchor pins 7 or the like. Then, the frame A is laid so as to cover the reinforcing bar 6. The rebar 6
The four corners are bound with, for example, annealed iron wires.

【0011】枠体Aは、正面視正方形で、かつ、長さ方
向の長さがL、高さがHで、格子状に敷設される一対の
金網型枠1(1a,1b)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1a,1bの
対向面U,Vとなる一方の面に設けた複数のリング体3
と、金網型枠1a,1bとこの金網型枠1a,1bに隣
接して配置されたフープ筋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、金網型枠1
a,1bの下部において両者1a,1b間に架設された
開き防止部材11とから構成されている。そして、横線
材2の天梁2aに対する脚梁1a,1bの曲げ角βは9
0°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、枠体Aを、
正面視長方形に形成してもよい。
The frame A is square in front view, has a length L in the length direction, and has a height H, and a pair of wire mesh frames 1 (1a, 1b) laid in a lattice pattern, and a straight line. Inverted U-shaped horizontal wire 2 having a pair of legs (leg beams) 2b, 2c extending vertically downward from both sides in the length direction of the ceiling beam 2a constituting the ceiling-shaped ceiling portion 2 And a plurality of ring members 3 provided on one surface which is the facing surface U, V of the wire mesh frames 1a, 1b at the time of laying.
And a plurality of spacing members 9 formed of linear metal fittings having hook-shaped hooks 8 connecting between the wire mesh forms 1a, 1b and the hoop streaks 4 arranged adjacent to the wire mesh forms 1a, 1b. , Having a hook 10 at both ends,
The opening prevention member 11 is provided between the two parts 1a and 1b below the parts a and 1b. The bending angle β of the leg beams 1a and 1b with respect to the top beam 2a of the horizontal wire 2 is 9
0 °. The mesh of the wire netting form 1 is set so coarse that mortar or concrete as a spray material is not caught and a nest is formed. The goal is
For example, it is 1.0 to 5.0 cm. In addition, the frame A is
It may be formed in a rectangular shape when viewed from the front.

【0012】更に、前記リング体3は、脚体2b,2c
が挿通可能な大きさを有し、この脚体2b,2cを差し
込むことで金網型枠1a,1b同士をつなぐことができ
る。この実施形態では前記リング体3を3個、金網型枠
1a,1bの対向面U,Vにおける上・中・下の位置に
設けている。そして、金網型枠1a,1b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
a,1bにつないだ状態では、つまり、リング体3に横
線材2の脚体2b,2cを差し込んだ状態では、リング
体3に対して、横線材2は回動自在であるので、枠体A
の折り畳みが自由に行える。
Further, the ring body 3 includes legs 2b and 2c.
Has a size that can be inserted, and by inserting the legs 2b and 2c, the wire netting frames 1a and 1b can be connected to each other. In this embodiment, three ring bodies 3 are provided at upper, middle, and lower positions on the facing surfaces U, V of the wire mesh frames 1a, 1b. When the length L of the wire netting frames 1a and 1b is short (see FIG. 4), three sets of the ring bodies 3 are provided at appropriate intervals S in the length direction, or when the length is long (see FIG. 3). Are provided with five sets of the ring bodies 3 at appropriate intervals P in the length direction. Therefore, the horizontal wire 2 is
a, 1b, that is, in a state where the legs 2b, 2c of the horizontal wire 2 are inserted into the ring 3, the horizontal wire 2 is rotatable with respect to the ring 3, so that the frame A
Can be freely folded.

【0013】枠体Aの金網型枠1a,1b間に、先組鉄
筋6を備えた前記フープ筋4が配筋されるが、枠体Aの
高さ、つまり、前記金網型枠1a,1bの高さHは20
〜60cmで、枠体Aの長さL、つまり、金網型枠1
a,1bの長さLは、1〜4m、幅Wは20〜60cm
である。なお、横線材2の脚体2b,2cの高さは金網
型枠1a,1bの高さHと同一である。
The hoop bar 4 having a pre-assembled reinforcing bar 6 is arranged between the wire mesh frames 1a and 1b of the frame A. The height of the frame A, that is, the wire mesh frames 1a and 1b is provided. Height H is 20
6060 cm, the length L of the frame A, that is, the wire mesh form 1
The length L of a, 1b is 1-4 m, and the width W is 20-60 cm.
It is. The height of the legs 2b, 2c of the horizontal wire 2 is the same as the height H of the wire mesh frames 1a, 1b.

【0014】但し、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、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 frame A is not particularly limited. If it is short, it is easy to handle, but it takes time to connect when forming the lattice frame 12. If the length is long, the handling is inconvenient at the expense of less labor for connection. Therefore, an appropriate length may be used as needed. In addition, the intersection G of the frame A is generally formed by connecting in an abutting state.

【0015】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を形成するための枠体Aを配置す
ることで、交差部Gにおいて枠体A同士がつきあわせ状
態で接続される。
That is, as shown in FIG.
To 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. First, a frame A for forming the vertical frame portion 14 is arranged in parallel on the mesh body 5. By disposing the frame members A for forming the horizontal frame portions 13 between the vertical frame portions 14, the frame members A are connected to each other at the intersection G in an abutting state.

【0016】而して、横線材2と金網型枠1a,1b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1a,1bにつないで枠体Aを組み立て
ればよい。
Thus, the horizontal wire 2 and the wire mesh frames 1a, 1b can be transported separately to the site. In this case, the frame A may be assembled by connecting the horizontal wire 2 to the wire netting frames 1a and 1b on site.

【0017】また、横線材2を金網型枠1a,1bにつ
ないだ状態でも横線材2は回動自在であるので、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, even when the horizontal wire 2 is connected to the wire mesh frames 1a and 1b, the horizontal wire 2 is rotatable.
Can be folded and transported to the site. That is, it can be folded and transported easily. In this case, at the site, the horizontal wire 2 is rotated from the folded state, as shown in FIG.

【0018】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
枠体Aが敷設される。この場合、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1
1を設置する。つまり、上下に配置される複数の間隔保
持部材9で、一方の金網型枠1aとこの金網型枠1aに
隣接して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、他方の金網型枠1bとこの金網型枠1bに隣接し
て配置されたフープ筋4の縦部分4bとの間を連結し、
更に、金網型枠1a,1bの下部において両者1a,1
b間に開き防止部材11を架設する。これにより、金網
型枠1a,1bの開きを防止できる上に、金網型枠1
a,1bと鉄筋6の間隔mを保持できる。
Then, as shown in FIG.
After the reticulated body 5 is stretched thereon, four rebars 6 are arranged on the reticulated body 5 so as to be positioned at the four corners of the hoop rebar 4, and are arranged in a state of floating in a lattice shape. A frame A is laid so as to cover 6. In this case, the space holding member 9 and the opening prevention member 1 are provided at places deemed necessary after the laying of the frame A.
1 is set. That is, the plurality of spacing members 9 arranged vertically connect one wire netting frame 1a to the vertical portion 4a of the hoop streak 4 arranged adjacent to the wire netting frame 1a. Are connected to the other wire mesh form 1b and the vertical portion 4b of the hoop streak 4 arranged adjacent to the wire mesh form 1b,
Further, the lower part of the wire mesh forms 1a, 1b
An opening prevention member 11 is erected between b. Thus, the wire mesh forms 1a, 1b can be prevented from being opened, and the wire mesh forms 1
The distance m between a, 1b and the reinforcing bar 6 can be maintained.

【0019】すなわち、このように組み立てられた枠体
Aの上からモルタル又はコンクリートを吹付けて法枠1
5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金網型枠1
a,1bが開いたり、前記梁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を法
枠15形成する所定の場所に規格通り盛ることができ
る。
That is, mortar or concrete is sprayed from above the frame A assembled in this manner to form the frame 1
5 is formed. In particular, even if the beam to be formed is a beam corresponding to the horizontal frame portion 13 and having a very large cross-sectional area, the weight of the mortar or concrete is reduced by the spacing member 9 and the opening prevention member 11. Wire mesh form 1 by spraying pressure
The mortar or concrete can be laid in a prescribed place where the sill 15 is formed by a single spraying without opening the a and 1b or bending the beam downward.

【0020】また、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、この発明の枠体Aを構成する横線材2および金網型
枠1a,1bを別体に形成し、しかも、リング体3に横
線材2を差し込むだけで枠体Aを得ることができるの
で、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1a,1bを別々にしたりできるので、運
搬が容易である。
Further, unlike the conventional mold in which the ceiling portion and both side legs are integrally formed by welding with the same wire, the horizontal wire 2 and the wire mesh frames 1a, 1b constituting the frame A of the present invention. Can be obtained separately and the frame A can be obtained simply by inserting the horizontal wire 2 into the ring 3, so that the construction cost can be reduced. When the horizontal wire 2 is inserted into the ring body 3, the horizontal wire 2 is rotatable, so that it can be folded at the time of transportation. 2 and the wire mesh forms 1a and 1b can be separated from each other, which facilitates transportation.

【0021】更に、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1a,1bを
切ったり、足したりするときの作業性を向上できる。
Further, since the horizontal wire 2 can be easily removed at the site, workability when cutting or adding the wire netting frames 1a and 1b according to the site can be improved.

【0022】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たこの発明の第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 trapezoidal shape as viewed from the front is formed by using a horizontal wire 2 having a trapezoidal shape with a trapezoidal shape as viewed from the front. In FIG. 5, the same components as those shown in FIGS. 1 to 4 are the same or equivalent.

【0023】この場合、天梁2aに対する脚梁2b,2
cの曲げ角βを、横線材2が回動して枠体Aの折り畳み
が自由に行える程度の角度、例えば、90°<β<11
0°に設定してある。
In this case, the leg beams 2b, 2 with respect to the top beam 2a
The bending angle β of c is an angle at which the horizontal wire 2 can rotate and the frame A can be freely folded, for example, 90 ° <β <11.
It is set to 0 °.

【0024】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。
The hoop reinforcing bar (reinforcing bar) 4 may be floated and fixed by the opening preventing member 11 instead of the anchor pin 7 in each of the above embodiments.

【0025】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 a second embodiment of the present invention in which a reinforcing bar 6 is applied to a double bar arrangement type in which the reinforcing bar 6 is arranged on the mesh member 5 and on the top beam 2a of the inverted U-shaped horizontal wire 2 which is flat when viewed from the front. 3 shows a third embodiment. In FIG. 6, the same components as those shown in FIGS. 1 to 5 are the same or equivalent.

【0026】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で結束
してある。この金網型枠1a,1bの高さHは10cm
前後であり、横線材2の脚体2b,2cの高さは金網型
枠1a,1bの高さHよりも低い。
In this double-arrangement type, two reinforcing bars 6 are placed on the mesh 5 at an interval, and the reinforcing bar 6 is bound to the mesh 5 with a wire in some places, and then the frame A is attached from above. It is arranged so as to cover, and two rebars 6 are also mounted on the top beam 2a of the horizontal wire 2 at an interval, and they are bound with a wire. The height H of the wire mesh forms 1a and 1b is 10 cm.
The height of the legs 2b, 2c of the horizontal wire 2 is lower than the height H of the wire mesh frames 1a, 1b.

【0027】図7、図8は、相対向した一対の金網型枠
1a,1bを使用して両側を形成し、この両側の下部を
連結部材20で回動自在に連結する一方、金網型枠1
a,1b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、鉄筋6を載せるとともに上部連結片の役
目を果たす山切り状の横線材21を差し込むように構成
したこの発明の第4の実施形態を示す。図7、図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。
FIGS. 7 and 8 show a pair of wire mesh frames 1a and 1b opposed to each other, both sides of which are formed. 1
Two or three ring bodies 3 are attached to the upper portions of the a and 1b, and a ridge-shaped horizontal wire 21 serving as an upper connecting piece is inserted into the ring body 3 while the reinforcing bar 6 is placed thereon. 4 shows a fourth embodiment. 7 and 8, the same reference numerals as those shown in FIGS. 1 to 6 are the same or equivalent.

【0028】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 in a concave polygonal shape having a single convex portion 22 and two concave portions 23 when viewed from the front, and the reinforcing bar 6 is bound to the two concave portions 23 by wire or the like to be floated and held. It is.

【0029】また、連結部材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24に鉄
筋を針金等で結束して浮設保持してある。そして、連結
部材20は両端部に設けたリング部26を介して横線材
21の縦梁25に連結され、かつ、横線材21をリング
体3から取り外した状態では、連結部材20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、折り畳める。
Further, the connecting member 20 is formed of a wire having two convex portions 24 which are upwardly convex, and a reinforcing bar is bound to the two convex portions 24 with a wire or the like so as to be floated and held. The connecting member 20 is connected to the vertical beam 25 of the horizontal wire 21 via ring portions 26 provided at both ends, and when the horizontal wire 21 is removed from the ring body 3, the connecting member 20 is rotatable. Therefore, it can be folded at the time of transportation, and can be folded without feeling inconvenience in transportation as in the related art.

【0030】なお、回動自在な連結部材20の代わり
に、図9に示すように、両端に釣針状のフック20aを
有する連結部材20を用い、この連結部材20で両連結
体1a,1b間をそれらの下部において係止自在に連結
し、それによって、両連結体1a,1b間の間隔を保持
させるとともに、両側の開きを防止するように構成して
もよい。
Instead of the rotatable connecting member 20, as shown in FIG. 9, a connecting member 20 having fishhook-like hooks 20a at both ends is used, and the connecting member 20 is used to connect the two connecting bodies 1a and 1b. May be connected so as to be able to be locked at their lower portions, thereby keeping the space between the two connecting bodies 1a and 1b and preventing the opening on both sides.

【0031】更に、図10に示すように、一端に釣針状
のフック20aを有し、他端にリング部26を有する連
結部材20を用いて両連結体1a,1b間の間隔を保持
させるとともに、両側の開きを防止するように構成して
もよい。
Further, as shown in FIG. 10, a distance between the two connecting members 1a and 1b is maintained by using a connecting member 20 having a hook 20a in one end and a ring portion 26 at the other end. It may be configured to prevent the opening on both sides.

【0032】更に、横線材21を脚体21aを介してリ
ング体3に差し込んだ状態でも、図8(A)に示すよう
に、矢印K方向に折り畳むことができる。そして、溶接
を施すことなく枠体Aを組み立てできるので、コスト安
にできる。
Further, even when the horizontal wire 21 is inserted into the ring 3 via the leg 21a, the horizontal wire 21 can be folded in the direction of arrow K as shown in FIG. Since the frame A can be assembled without welding, the cost can be reduced.

【0033】図11は、相対向した一対の金網型枠1
a,1bを使用して両側を形成し、この両側の下部を連
結部材20で回動自在に連結する一方、金網型枠1a,
1b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、鉄筋6を載せるとともに上部連結片の役目を
果たす略M形状の横線材21を差し込むように構成する
とともに、横線材21を一つの凹部23aと二つの凸部
22を有する正面視凹多角形状に形成したこの発明の第
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。
FIG. 11 shows a pair of wire mesh forms 1 facing each other.
a and 1b are used to form both sides, and the lower portions on both sides are rotatably connected by a connecting member 20, while the wire mesh forms 1a, 1b are formed.
1b, two or three ring members 3 are attached to the upper portion of the ring member 3. A substantially M-shaped horizontal wire 21 serving as an upper connecting piece, on which the reinforcing bar 6 is mounted, is inserted into the ring body 3. A fifth embodiment of the present invention is shown in which is formed into a concave polygonal shape in a front view having one concave portion 23a and two convex portions 22. In FIG. 9, the same components as those shown in FIGS. 1 to 8 are the same or equivalent.

【0034】この場合、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。
In this case, the reinforcing bar 6 is provided in the one concave portion 23a.
Are bound and held by wire or the like.

【0035】[0035]

【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
形成用の枠体を提供することができる効果がある。
As described above, according to the present invention, there is an effect that a frame for forming a legal frame which can be freely folded and which can be easily divided can be provided at a low cost.

【図面の簡単な説明】[Brief description of the 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 explanatory diagram of an entire configuration showing a construction state according to 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. (B) is a figure which shows the assembly procedure in the said 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 in the 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 configuration 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 configuration 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 configuration 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 assembly procedure in the fourth embodiment. (B) is an explanatory diagram of a main part configuration in the fourth embodiment.

【図9】上記第4の実施形態における連結部材の変形例
の一つを示す構成説明図である。
FIG. 9 is a configuration explanatory view showing a modification of the connecting member according to the fourth embodiment.

【図10】上記第4の実施形態における連結部材のもう
一つの変形例を示す構成説明図である。
FIG. 10 is a configuration explanatory view showing another modified example of the connecting member in the fourth embodiment.

【図11】この発明の第5の実施形態を示す構成説明図
である。
FIG. 11 is a configuration explanatory view showing a fifth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1a,1b…金網型枠(連結体)、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…枠体、N…法面。
1a, 1b: wire mesh form (connecting body), 2: horizontal wire, 2b,
2c: leg, 3 ... ring (locking part), 6: rebar, 8 ...
Hook, 9: Spacing member, 11: Opening prevention member, 15
... Slope, A ... Frame, N ... Slope.

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 格子状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枠体において、両側の相対向
した線材の連結体と、一対の脚体を備えた複数の横線材
とよりなり、前記両連結体に設けた係止部に前記脚体を
係止させることにより、前記両連結体を前記横線材で連
結してあることを特徴とする法枠形成用の枠体。
1. A frame member which is disposed on a slope so as to cover a reinforcing bar arranged in a lattice form, and which is formed by spraying mortar or concrete to form a legal frame. And a plurality of horizontal wires having a pair of legs, and the legs are locked by locking portions provided on the both connections, so that the two links are formed of the horizontal wires. A frame for forming a legal frame, which is connected.
【請求項2】 両側への開きを防止するための開き防止
部材を前記両連結体間に架設してある請求項1に記載の
法枠形成用の枠体。
2. The frame for forming a legal frame according to claim 1, wherein an opening preventing member for preventing the opening on both sides is provided between the connecting members.
【請求項3】 正面視長方形、正方形あるいは台形であ
る請求項1または請求項2に記載の法枠形成用の枠体。
3. The frame for forming a legal frame according to claim 1, wherein the frame is rectangular, square or trapezoidal when viewed from the front.
【請求項4】 法面上に適宜の間隔を有して格子状に設
置され、モルタル又はコンクリートが吹付けられて法枠
を形成するための枠体において、両側の相対向した線材
の連結体と、一対の脚体を備えた複数の横線材とよりな
り、前記両連結体に設けた係止部に前記脚体を係止させ
ることにより、前記両連結体を前記横線材で連結してな
り、前記横線材を正面視凹多角形状に形成してあること
を特徴とする法枠形成用の枠体。
4. A connecting body of opposed wires on both sides in a frame for forming a sloping frame by spraying mortar or concrete on the sloping surface with an appropriate interval therebetween. And a plurality of horizontal wires having a pair of legs, and by locking the legs to the locking portions provided on the both connections, the two connections are connected by the horizontal wires. Wherein the horizontal wire is formed in a concave polygonal shape when viewed from the front.
【請求項5】 法面上に適宜の間隔を有して格子状に設
置され、モルタル又はコンクリートが吹付けられて法枠
を形成するための枠体において、両側の相対向した線材
の連結体と、一対の脚体を備えた複数の横線材とよりな
り、前記両連結体に設けた係止部に前記脚体を係止させ
ることにより、前記両連結体を前記横線材で連結し、更
に、前記連結体間をそれらの下部において係止するか、
あるいは回動自在に連結し、それによって、前記連結体
間の間隔を保持させるとともに、前記両側の開きを防止
する連結部材を設け、更に、前記横線材を正面視凹多角
形状に形成してあることを特徴とする法枠形成用の枠
体。
5. A connecting body of opposed wires on both sides in a frame for forming a sloping frame by mortar or concrete being sprayed on the sloping surface with an appropriate interval therebetween. And, comprising a plurality of horizontal wires having a pair of legs, by locking the legs to the locking portion provided on the both connected bodies, the two connected bodies are connected by the horizontal wire, Further, the connection between the coupling bodies is locked at their lower part,
Alternatively, the connecting member is rotatably connected, thereby keeping a space between the connecting members, and a connecting member for preventing the opening on both sides is provided, and the horizontal wire is formed in a concave polygonal shape in a front view. A frame for forming a legal frame.
【請求項6】 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
筋を浮設保持する請求項4または請求項5に記載の法枠
形成用の枠体。
6. The method according to claim 4, wherein the horizontal wire is formed in a concave polygonal shape having a convex portion and two concave portions when viewed from the front, and a reinforcing bar is floated and held in the two concave portions. A frame for forming a frame.
【請求項7】 前記連結部材を、二つの、上に凸の凸部
を有する線材で形成し、前記二つの凸部に鉄筋を浮設保
持する請求項4ないし請求項6のいずれかに記載の法枠
形成用の枠体。
7. The connecting member according to claim 4, wherein the connecting member is formed of a wire having two upwardly projecting projections, and a reinforcing bar is floated and held on the two projections. Frame for forming a legal frame.
【請求項8】 前記連結体は金網型枠である請求項1な
いし請求項7のいずれかに記載の法枠形成用の枠体。
8. The frame for forming a legal frame according to claim 1, wherein the connecting body is a wire mesh frame.
JP34040498A 1998-11-30 1998-11-30 Frame body for forming legal frame Expired - Fee Related JP3170487B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34040498A JP3170487B2 (en) 1998-11-30 1998-11-30 Frame body for forming legal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34040498A JP3170487B2 (en) 1998-11-30 1998-11-30 Frame body for forming legal frame

Publications (2)

Publication Number Publication Date
JP2000160571A true JP2000160571A (en) 2000-06-13
JP3170487B2 JP3170487B2 (en) 2001-05-28

Family

ID=18336634

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34040498A Expired - Fee Related JP3170487B2 (en) 1998-11-30 1998-11-30 Frame body for forming legal frame

Country Status (1)

Country Link
JP (1) JP3170487B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002309584A (en) * 2001-04-11 2002-10-23 Sango:Kk Frame for forming slope protection frame and method for constructing slope protection frame using the same
CN113863221A (en) * 2021-10-11 2021-12-31 李欣雨 Ecological bank protection of hydraulic engineering

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0293352U (en) * 1989-01-10 1990-07-25
JPH0630341U (en) * 1992-09-28 1994-04-19 本州製紙株式会社 Formwork device for slope protection
JPH0685441U (en) * 1993-05-19 1994-12-06 建設基礎エンジニアリング株式会社 Reinforcing bar assembly unit with weir plate
JPH06336732A (en) * 1993-05-28 1994-12-06 Kensetsu Kiso Eng Co Ltd Slope-stabilizing construction method
JPH1046595A (en) * 1997-04-16 1998-02-17 Nisshoku Corp Frame body to form slope frame and slope frame construction method using this frame body

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0293352U (en) * 1989-01-10 1990-07-25
JPH0630341U (en) * 1992-09-28 1994-04-19 本州製紙株式会社 Formwork device for slope protection
JPH0685441U (en) * 1993-05-19 1994-12-06 建設基礎エンジニアリング株式会社 Reinforcing bar assembly unit with weir plate
JPH06336732A (en) * 1993-05-28 1994-12-06 Kensetsu Kiso Eng Co Ltd Slope-stabilizing construction method
JPH1046595A (en) * 1997-04-16 1998-02-17 Nisshoku Corp Frame body to form slope frame and slope frame construction method using this frame body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002309584A (en) * 2001-04-11 2002-10-23 Sango:Kk Frame for forming slope protection frame and method for constructing slope protection frame using the same
JP4681145B2 (en) * 2001-04-11 2011-05-11 株式会社サンゴ Method frame forming frame and method frame method using the same
CN113863221A (en) * 2021-10-11 2021-12-31 李欣雨 Ecological bank protection of hydraulic engineering
CN113863221B (en) * 2021-10-11 2023-02-14 金华市五洲建设工程有限公司 Ecological bank protection of hydraulic engineering

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