JP2001348880A - Lateral frame body for forming slope frame - Google Patents

Lateral frame body for forming slope frame

Info

Publication number
JP2001348880A
JP2001348880A JP2000168717A JP2000168717A JP2001348880A JP 2001348880 A JP2001348880 A JP 2001348880A JP 2000168717 A JP2000168717 A JP 2000168717A JP 2000168717 A JP2000168717 A JP 2000168717A JP 2001348880 A JP2001348880 A JP 2001348880A
Authority
JP
Japan
Prior art keywords
frame
wire
horizontal
leg
slope
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
JP2000168717A
Other languages
Japanese (ja)
Other versions
JP3451055B2 (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 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

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a lateral frame body for forming a slope frame, foldable, easily dividable and low in cost. SOLUTION: This lateral frame body A is disposed on a face of slope N so as to cover reinforcements 6 laterally arranged on the face of slope N, and sprayed with mortar or concrete to form the slope frame. The lateral frame body A has a plurality of lateral wire materials 2 each provided with a pair of leg bodies 2b, 2c to straddle the reinforcements 6, and a mesh form 1 provided with a plurality of locking parts 3 for respectively locking the leg bodies 2c on the valley side from the reinforcements 6 out of the leg bodies 2b, 2c and forming a face part for covering the valley side of the reinforcements 6 by locking the leg bodies 2c to the respective locking parts 3.

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。
The present invention relates to a horizontal 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 the simple method of forming a legal frame by spraying (see, for example, Japanese Patent Publication No. 4-41724, Japanese Patent Publication No. 5-7492, and Japanese Patent Publication No. 5-20528), Since the mold is formed in a shape, 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】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 a conventional frame for forming a normal frame, the net is disposed so as to cover the reinforcing steel, so that when the mortar or concrete is sprayed, the net becomes an obstacle to the mortar or concrete. This makes it difficult to fill without gaps. And, the gaps generated in the sprayed mortar or concrete cause a decrease in the strength of the frame or a decrease in the adhesion to 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。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the above-mentioned circumstances, and an object of the present invention is to provide a low-cost horizontal frame for forming a legal frame which can be freely folded and which can be easily divided. The purpose is.

【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、法面上に適宜の間隔を有して設置さ
れ、モルタル又はコンクリートが吹付けられて法枠を形
成するための横枠体において、一対の脚体を備えた複数
の横線材と、前記脚体のうち一方の脚体をそれぞれ係止
する複数の係止部を備えた網目型枠とを有することを特
徴としている。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention is directed to a method for installing a mortar or concrete by spraying mortar or concrete on a slope to form a frame. The frame is characterized by having a plurality of horizontal wires having a pair of legs and a mesh frame having a plurality of locking portions for locking one of the legs. .

【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。
In the case where the horizontal wire is formed in a concave polygonal shape as viewed from the front having one convex portion and two concave portions, and the reinforcing bar is floated and held in the two concave portions, the connection between the reinforcing bar and the frame is accurately performed. And a more stable horizontal frame for forming a legal frame can be obtained.

【0008】また、この発明は別の観点から、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
脚体をそれぞれ係止する複数の係止部を備えこの係止部
のそれぞれに脚体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 another aspect, the present invention is provided on a slope so as to cover a reinforcing bar laterally arranged on the slope,
And, in a horizontal frame body to which a mortar or concrete is sprayed to form a normal frame, a plurality of horizontal wire members including a pair of legs and straddling the reinforcing bar, and a leg of the leg closer to a valley side than a reinforcing bar. A mesh form is provided, which comprises a plurality of locking portions for locking each of the locking portions, and a leg portion is locked to each of the locking portions to form a surface portion covering the valley side of the reinforcing bar.

【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。
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 with a ring body ( Example of locking part) 3 to 3 to 4
A plurality of horizontal wires 2 are attached to this ring body 3
A first embodiment of the present invention is shown in which the leg 2c on the valley side of the b and 2c is inserted, and the distance m between the pre-assembled reinforcing bar 6 and the wire mesh form 1 is held by the distance holding member 9. . In this embodiment, a wire mesh form 1 composed of a wire material having a large amount of transparency is employed as a mesh form.

【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。
1 to 4, reference numeral 4 denotes a hoop bar (reinforcing bar), which is provided with a reinforcing member 6 on a slope N at the time of construction, and four reinforcing bars 6 are provided on the supporting member 5. 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 horizontal frame A and the vertical frame A 'are laid so as to cover the reinforcing bar 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 is square in front view. A wire mesh form 1 having a length L and a height H and forming a surface portion on the valley side with respect to the reinforcing bars 6 laid in a lattice shape, and a ceiling beam 2a forming a linear ceiling portion A pair of legs (leg beams) 2b, which extend vertically downward from both sides in the length direction.
2c, a horizontal wire 2 having an inverted U-shape viewed from the front, and a plurality of ring bodies 3 provided on a surface which becomes the inner surface V of the wire mesh frame 1 at the time of laying.
And a hook for connecting between the wire mesh form 1 and the hoop 4 disposed adjacent to the wire mesh form 1 and between the mountain-side leg 2b and the hoop 4 of the legs 2b and 2c. A plurality of spacing members 9 made of linear metal fittings having hooks 8
And hooks 10 at both ends in a line shape.
The opening prevention member 11 is provided between the two 2b and 2c at a lower portion of the opening 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, 2c with respect to the top beam 2a of the horizontal wire 2 is 90 °. 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 aim is, for example, 1.0 to 5.0 cm
It is. The horizontal frame 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 2c can be inserted, and by inserting the leg 2c,
The horizontal wire 2 is rotatably locked to the wire mesh form 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 netting form 1 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). Five sets of ring bodies 3 are provided at appropriate intervals P in the length direction. Therefore, in a state where the horizontal wire 2 is engaged with the wire netting frame 1, that is, in a state where the leg 2 c of the horizontal wire 2 is inserted into the ring body 3,
Since the horizontal wire 2 is rotatable with respect to the ring body 3,
The horizontal 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。
In addition, of the legs 2b and 2c,
A connecting wire 2e provided with a plurality of locking portions 2d for rotatably locking the distance between the legs 2b to the appropriate distance P is disposed on the legs 2b located on the more mountain side. By providing the connecting wire 2e, the legs 2b can be fixed so that the intervals between the legs 2b are appropriately set to the intervals P, so that the stability of the horizontal frame A can be improved. Further, by providing a plurality of the connecting wires 2e, the stability can be further improved.

【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 bars 4 having the pre-assembled reinforcing bars 6 are arranged in the horizontal frame A. The height of the horizontal frame A, that is, the height H of the wire mesh form 1 is 20 to At 60 cm, the length L of the horizontal frame A, that is, the length L of the wire mesh frame 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 mesh 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 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 horizontal frame A and the vertical frame A 'is generally formed by connecting in an abutting 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.
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. On the mesh body 5, first, a vertical frame member A ′ for forming the vertical frame portion 14 is arranged in parallel. By arranging the horizontal frame A for forming the horizontal frame 13 between the vertical frame portions 14, the horizontal frame A and the vertical frame A 'are connected to each other at the intersection G in an abutting state. .

【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 transported separately to the site. In this case, the horizontal frame A may be assembled on site by connecting the horizontal wire 2 to the wire mesh form 1.

【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。
Even when the horizontal wire 2 is connected to the wire netting frame 1, the horizontal wire 2 is rotatable, so that the horizontal frame A 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.

【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, since the leg 2b of this embodiment is rotatably connected to the connecting wire 2e by the engaging portion 2d,
All the legs 2b rotatably connected by the connecting wire 2e can be folded or unfolded simultaneously. That is, the horizontal frame A can be made easier to handle, thereby reducing the labor required for construction. 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.
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 horizontal frame 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 places deemed necessary after the laying of the horizontal frame A.

【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 vertically spaced spacing members 9 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 vertically spaced members. Of the hoop streaks 4 disposed on the valley side with the leg 2c or the wire netting frame 1 on the valley side.
And an opening preventing member 11 is erected between the two legs 2b and 2c below the legs 2b and 2c. Thus, the opening of the wire mesh form 1 can be prevented, and the distance m between the wire mesh form 1 and the reinforcing bar 6 can be maintained.

【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, mortar or concrete is sprayed on the horizontal frame A and the vertical frame A ′ assembled in this manner to form the normal frame 15. Even if the corresponding beam has a very large cross-sectional area, the spacing members 9 and the opening preventing members 11 open the legs 2b and 2c of the mesh form 2 due to the weight of the mortar or concrete or the pressure of the spraying. The beam 2a can be laid in a predetermined place where the mortar or concrete method frame 15 is formed by a single spraying, without being bent 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 A has a pair of legs 2b and 2c, and a plurality of horizontal wires 2 that straddle the reinforcing bar 6.
And the leg 2b on the valley side of the reinforcing bar 6 among the legs 2b and 2c.
c, and a wire mesh form 1 that forms a surface portion that covers the valley side of the reinforcing bar 6 by locking the leg 2c to each of the loop portions 3 to lock the leg portions 2c. A large opening for mortar or concrete is formed on the mountain side of the frame A. Therefore,
When spraying mortar or concrete on the horizontal frame A of the present invention, there is no obstacle to spraying,
As a result, reliable spraying can be performed, and a high-strength legal frame can be formed.

【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-described example, the structure of the vertical frame A 'which is disposed vertically with respect to the slope of the slope is such that two metal mesh frames facing each other are connected by an inverted U-shaped horizontal wire. Thus, the wire mesh form is arranged on both side surfaces of the reinforcing bar 6. However, the configuration of the vertical frame A ′ may be the same as that of the horizontal frame A of the present invention so that reliable mortar or concrete can be more easily sprayed into the vertical frame A ′. 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 A of the present invention is different from a conventional mold in which a ceiling portion and both side legs are integrally formed by welding with the same wire. The horizontal frame A can be obtained simply by forming the horizontal wire 2 and the wire netting frame 1 constituting the horizontal frame A separately, and inserting the horizontal wire 2 into the ring 3. Therefore, the construction cost can be reduced. Also, the horizontal wire 2 is connected to the ring body 3
, The horizontal wire 2 is rotatable, so that the horizontal wire 2 can be folded at the time of transportation, so that the horizontal wire 2 and the wire mesh frame 1 can be folded without feeling inconvenience in transportation as in the conventional case.
Can be separated, which makes transporting easy.

【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 at the site, the workability when cutting or adding the wire netting form 1 according to the site can be improved.

【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。
In this example, as shown in FIG. 4B, a ring 3 is formed inside the wire mesh form 1 (on the side of the slope) so that the horizontal frame A can be folded. It can be done easily. However, the present invention provides a wire mesh form 1
However, the configuration of the locking portion 3 of the leg 2 c is not limited to the ring 3 formed inside the wire mesh form 1. That is, the ring body 3 may be formed outside the wire mesh form 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 possible to form a concave portion for inserting the leg 2c by bending a part of each horizontal wire constituting the wire netting frame 1. Furthermore, leg 2
The locking between the wire c and the wire netting form 1 may be performed by fixing with a C-ring gun or by binding with a binding wire. In any case, the horizontal frame A for forming the legal frame of the present invention
Can assemble the horizontal frame body A without welding, so that the labor required for manufacturing the horizontal frame body A can be reduced, and the cost can be reduced accordingly. Further, the various forming methods of the locking portion 3 are applicable to the following various embodiments.

【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 trapezoidal shape as viewed from the front is formed by using a horizontal wire 2 having an equilateral 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.

【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,
The stability of the horizontal wire A is improved by setting the bending angle β of 2c to an obtuse angle of more than 90 °. In this example, since only one connecting wire 2d is attached to the leg 2b, the angle of the bending angle β is not limited. When the connecting wire 2d is provided, it is desirable to set an 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。
The hoop reinforcement (reinforcing cage) 4 may be floated and fixed by the opening preventing member 11 instead of the anchor pin 7 in each of the above embodiments.

【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 a second embodiment of the present invention in which a reinforcing bar 6 is applied to a double reinforcing bar in which the reinforcing bar 6 is disposed 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.

【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-arrangement type, two reinforcing bars 6 are placed on the mesh 5 at an interval, and the reinforcing bars 6 are tied to the mesh 5 with wires in some places.
And furthermore, two reinforcing bars 6 are placed on the top beam 2a of the horizontal wire 2 at an interval, and these are connected to the wire 2f.
The horizontal wire 2 is tied to the reinforcing bar 6 by binding. That is, the horizontal wire 2 is configured to have a binding portion that is 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 form 1 is about 10 cm, and the leg 2 of the horizontal wire 2
The heights of b and 2c are lower than the height H of the wire mesh formwork 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。
FIGS. 7 and 8 show a case where the wire mesh form 1 is used to form a surface portion covering the valley side of the reinforcing bar 6, and the lower part of the wire mesh form 1 and the leg 21a of the horizontal wire 21 are opened to prevent the member 20 from opening. And two or three ring bodies 3 are attached to the upper part of the wire netting frame 1, and the horizontal wire 21 is attached to the ring body 3.
By inserting the leg 21b on the valley side of the
b and the wire mesh form 1 are engaged with each other,
9 shows a fourth embodiment of the present invention configured to carry the information. 7 and 8, the same components 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 in a concave polygonal shape as viewed from the front side having one convex portion 22 and two concave portions 23, and the reinforcing bar 6 is bound to the two concave portions 23 with a wire or the like to be floated and held. It 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。
The opening preventing member 20 is formed of a wire having two convex portions 24 that are upwardly convex.
4, a reinforcing bar is tied up with a wire or the like and held in a floating state. The opening preventing member 20 has one of the ring portions 26 provided at both ends connected to the vertical wire of the wire mesh form 1 and the other connected to the leg 21a. Therefore, since the opening preventing member 20 is rotatable, the horizontal frame A of this example can be folded during transportation. That is, it can be folded without feeling inconvenience in transportation as in the related art.

【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。
It should be noted that instead of the rotatable opening prevention member 20, the opening prevention member 20 having hooks at both ends is provided.
Alternatively, an opening prevention member 20 having a hook in the shape of 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。
FIG. 9 shows that the valley side surface of the reinforcing bar is formed by using the wire mesh form 1, and the lower portion of the wire mesh form 1 and the horizontal wire 2 are formed.
The first leg 21a is rotatably connected with the opening preventing member 20, and two or three ring members 3 are attached to the upper part of the wire netting frame 1. On the ring member 3, the valley side of the horizontal wire 21 is attached. A fifth embodiment of the present invention is shown in which the leg 21b is inserted into the wire mesh form 1 by inserting the leg 21b, and the reinforcing bar 6 is placed on the horizontal wire 21. In FIG. 9, the same components 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 in a concave polygonal shape in front view having two convex portions 22 and one concave portion 23a.
The reinforcing bar 6 is tied up with a wire or the like in the one concave portion 23a and held in a floating state. Similarly, when forming a normal frame of an oblique lattice using the horizontal frame body A of each of the above-described embodiments, it is sufficient to install the wire netting frame 1 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 low-cost horizontal frame for forming a legal frame, which can be freely folded and can be easily divided. In addition, when spraying from above, there are few obstacles to the spraying of mortar or concrete, and a smooth and reliable spraying frame can be constructed. Furthermore, according to the present invention, when increasing the size of an existing legal framework, without removing the existing legal framework, by installing a form over the existing legal framework, the `` additional '' of mortar or concrete can be performed. It is possible.

【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】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 configuration 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。
DESCRIPTION OF SYMBOLS 1 ... Wire mesh formwork (mesh formwork) 2: Horizontal wire material 2b, 2c ...
Legs, 3 ... Ring body (locking portion), 6 ... Reinforcing bar, 8 ... Hook, 9 ... Spacing member, 11 ... Opening prevention member, 15 ... Law frame, A ... Horizontal frame, N ... Slope.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 法面上に適宜の間隔を有して設置され、
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
るための横枠体において、一対の脚体を備えた複数の横
線材と、前記脚体のうち一方の脚体をそれぞれ係止する
複数の係止部を備えた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。
Claims: 1. An apparatus having an appropriate interval on a slope,
In a horizontal frame for forming a legal frame by spraying mortar or concrete, a plurality of horizontal wires having a pair of legs, and a plurality of hooks each for locking one of the legs. A horizontal frame for forming a legal frame, comprising: a mesh form having a stop.
【請求項2】 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をそれぞれ係止する複数の
係止部を備えこの係止部のそれぞれに脚体を係止させる
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。
2. A horizontal frame body which is disposed on a slope so as to cover a reinforcing bar arranged laterally on the slope and which is sprayed with mortar or concrete to form a slope. A plurality of horizontal wire members including a leg and straddling the reinforcing bar, and a plurality of locking portions for locking the leg of the leg closer to the valley than the reinforcing bar are provided, and the leg is engaged with each of the locking portions. A mesh frame that forms a surface portion that covers the valley side of the reinforcing bar by stopping the horizontal frame body.
【請求項3】 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
または2に記載の法枠形成用の横枠体。
3. A connecting wire having a plurality of locking portions for locking the legs on the mountain side of the legs.
Or a horizontal frame for forming a legal frame according to 2.
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
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007126872A (en) * 2005-11-04 2007-05-24 Sanwa Senzai Kk Form for preparing slope protection works

Family Cites Families (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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007126872A (en) * 2005-11-04 2007-05-24 Sanwa Senzai Kk Form for preparing slope protection works
JP4690173B2 (en) * 2005-11-04 2011-06-01 三和線材株式会社 Formwork for slope protection construction

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