JPH0849240A - Slope frame, its manufacture, and work execution method for slope frame - Google Patents

Slope frame, its manufacture, and work execution method for slope frame

Info

Publication number
JPH0849240A
JPH0849240A JP20273694A JP20273694A JPH0849240A JP H0849240 A JPH0849240 A JP H0849240A JP 20273694 A JP20273694 A JP 20273694A JP 20273694 A JP20273694 A JP 20273694A JP H0849240 A JPH0849240 A JP H0849240A
Authority
JP
Japan
Prior art keywords
frame
arch
members
slope
shaped member
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
JP20273694A
Other languages
Japanese (ja)
Other versions
JP2679003B2 (en
Inventor
Shizuo Furuya
静夫 古屋
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.)
FUJI FUORESUTO KK
Original Assignee
FUJI FUORESUTO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FUJI FUORESUTO KK filed Critical FUJI FUORESUTO KK
Priority to JP20273694A priority Critical patent/JP2679003B2/en
Publication of JPH0849240A publication Critical patent/JPH0849240A/en
Application granted granted Critical
Publication of JP2679003B2 publication Critical patent/JP2679003B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

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

Abstract

PURPOSE:To facilitate installing a slope frame in compliance with the surface unevenness by installing a bellows-form wire member on the outer surface in such a way as stretching in the longitudinal direction of reinforcing mild steel bars, and arranging so that the wire members are capable of elongating and contracting. CONSTITUTION:The primary frame 6 of a slope frame 1 is formed by previously assembling low mild steel bars 2 and an arch-from member 3, or depending upon the of the slope face, upper mild steel bars 4 and a bellows-form member 5 are further added followed by assembling. In constructing a sloping frame, the primary frame 6 is installed as a crosswise frame 14 in the uppermost part of the slope face, and further, the primary frame 6 as an appropriate number of longitudinal frame members 15 is installed while a lath netting is provided. The primary frame 6 is erected upright while its leg bottoms of arch-shaped member 3 plunge into the slope face so that it hitches at the lath netting even if it slips off from the slope face. As crosswise frame members 14 the primary frame 6 is secured to the slope face by driving anchors 7 one by one from the bottom of the longitudinal frame members 15, and the primary frame 6 fixes the upper reinforcing mild steel bars 4 over the upper part of the arch-shaped member 3. Then the bellows-form member 5 is covered and fixed, and to it mortar or concrete 8 is sprayed so that work of the slope frame is executed for the slope face.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、法面を保護等の為に
法面に施工する法枠、および法枠の製造方法および法枠
の施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method frame for constructing a slope surface for protection and the like, a method for manufacturing the slope surface and a method for constructing the slope surface.

【0002】[0002]

【従来の技術】従来の法枠は、両側面が金網状の型枠
(フレーム)を法面に縦横に設置し、これらの型枠を鉄
筋部材で左右に連結して格子枠を作り、この型枠内に、
コンクリートまたはモルタルを吹き付けて法枠を形成し
ていた。
2. Description of the Related Art In the conventional method frame, wire mesh-like molds (frames) on both sides are installed vertically and horizontally on the slope, and these molds are connected left and right by a reinforcing bar member to form a lattice frame. In the formwork,
Concrete or mortar was sprayed to form the legal framework.

【0003】また法枠が、耐水性のダンボールまたはプ
ラスチック等の型枠から成り、この型枠内にモルタルま
たはコンクリートを吹き付けてなる法枠も知られてい
た。
Further, there is also known a method frame in which the method frame is made of a water-resistant cardboard or a mold such as plastic, and mortar or concrete is sprayed into the frame.

【0004】また、特開昭63ー289120公報記載
のように「法面に金網を張設し、その上に1本ないし数
本の鉄筋を配筋し、該鉄筋を覆うように、透き間の多い
天井部と一対の細かい目合を有する網板よりなる側部を
有する端面形状がほぼ逆U字型のカブセ型枠を配設して
格子枠を形成し、前記格子枠の上からモルタルまたはコ
ンクリートを吹き付けて法枠を形成することを特徴とす
る法面安定法枠工法」も公知である。
Further, as described in Japanese Patent Laid-Open No. 63-289120, "A wire mesh is stretched on a slope, and one or several reinforcing bars are arranged on the wire mesh, and a transparent space is provided so as to cover the reinforcing bars. A lattice frame is formed by arranging a Kabuse frame whose end face shape is a substantially inverted U shape having a large number of ceiling portions and a pair of side portions made of mesh plates having fine meshes. There is also known a "slope stabilization method for constructing a slope, which is characterized by spraying concrete to form a slope."

【0005】さらに、本発明者は、特願平4ー3529
49「法枠の施工方法」で「法面に鉄筋を設置するとと
もに、鉄筋の設置位置に沿って間隔をあけて、一方に開
口端が形成されたほぼU字形から成るU字型部材を開口
端を法面に向けて順次並べて設置し、U字型部材を鉄筋
に固定させ、U字型部材上から網をかぶせ、網上からモ
ルタルを吹き付けることを特徴とする法枠の施工方
法。」を提案している。
Furthermore, the inventor of the present invention has filed Japanese Patent Application No. 4-3529.
49 In “Construction method of slope frame”, “Install rebar on the slope and open a U-shaped member consisting of almost U-shape with an opening end formed on one side at intervals along the rebar installation position. The method of constructing the method frame is characterized in that the U-shaped members are fixed to the rebar, the nets are covered over the U-shaped members, and the mortar is sprayed over the nets. Is proposed.

【0006】[0006]

【発明が解決しようとする課題】しかしダンボールやプ
ラスチック等で出来ている法枠は、モルタルやコンクリ
ートの吹き付け時に発生するリバウンドが、特に横枠に
たまり易く、中がサンドポケット状になり、強度の出な
い法枠となる欠点があった。
However, in a legal frame made of cardboard or plastic, rebounds that occur when mortar or concrete is sprayed, are particularly likely to accumulate in the lateral frame, and the inside becomes a sand pocket shape, resulting in a high strength. There was a drawback that it became a legal framework that would not come out.

【0007】また金網型枠等では、吹き付け時に発生す
るリバウンドの飛散は充分できるが、飛散したリバウン
ドに順次吹き付けを行うため、網状型枠にまとまり取り
出すために困難があった。その為に、飛散したリバウン
ドを取りきれずに、モルタル等をその上から吹き付けて
いた。
Further, with a wire netting form or the like, the rebounds generated during spraying can be sufficiently scattered, but since the scattered rebounds are successively sprayed, it is difficult to collect the rebounds together and to take them out. For that reason, the mortar, etc. was sprayed from above without being able to get rid of the scattered rebound.

【0008】したがって、法面に密着した強度の有る法
枠を提供することができなかった。
Therefore, it was not possible to provide a strong legal frame which is in close contact with the slope.

【0009】さらに、従来の法枠では、法面に鉄筋を設
置しながら法枠を作って行くため、急斜面や凹凸の多い
複雑な斜面等では、法枠の設置、施工という工事が難し
いという問題点があった。
Further, in the conventional method frame, since the method frame is made while installing the reinforcing bars on the slope surface, it is difficult to install and construct the method frame on a steep slope or a complicated slope with many irregularities. There was a point.

【0010】この発明は、工場、もしくは現場で簡単に
組み立てることができ、凹凸のある法面に適応でき、リ
バウンドが溜まりにくく、急な法面でも垂れ下がること
のない法枠および法枠の製造方法および法枠の施工方法
を得ることを目的とする。
The present invention can be easily assembled in a factory or on-site, can be adapted to uneven slopes, rebounds are hard to accumulate, and a law frame and a method for manufacturing the law frame that do not hang down even on a steep slope. And to obtain the method of construction of the legal framework.

【0011】[0011]

【課題を解決する為の手段】この目的を達成する為に、
この発明の法枠は、並列に設置した下部鉄筋部材に、長
手方向に間隔をおいて複数立設するアーチ状部材の両脚
部中間を固定し、上部鉄筋部材をアーチ状部材上部間に
亙って取り付け、下部鉄筋部材の両側に設置する基部線
状部材の間に線状部材を繰り返し折り返して長手方向に
伸縮自在に形成した蛇腹状部材を上部鉄筋部材の上を通
して架け渡し、アーチ状部材を被覆するように鉄筋部材
長手方向に亙って設けている。
[Means for Solving the Problems] In order to achieve this purpose,
According to the method frame of the present invention, the middle of both legs of the arch-shaped members that are erected at plural intervals in the longitudinal direction are fixed to the lower rebar members installed in parallel, and the upper rebar member is placed between the upper parts of the arch-shaped members. Attached, and the linear members are repeatedly folded back between the base linear members installed on both sides of the lower reinforcing member, and the bellows-shaped member formed to extend and contract in the longitudinal direction is passed over the upper reinforcing member to form an arch-shaped member. It is provided over the longitudinal direction of the reinforcing bar member so as to cover it.

【0012】また、この発明の法枠の製造方法は、製作
台上に間隔をおいて並列する複数のアーチ状部材用孔を
明け、その並列するアーチ状部材用孔にほぼ沿って複数
の下部鉄筋部材を設置し、それぞれのアーチ状部材用孔
に複数のアーチ状部材を立設し、下部鉄筋部材とアーチ
状部材の両脚部の中間とを固定して1次フレームを作成
し、さらにアーチ状部材上部間に亙って上部鉄筋部材を
取り付け、下部鉄筋部材の両側近くに設置する基部線状
部材の間に線状部材を繰り返し折り返して長手方向に伸
縮自在に形成して成る蛇腹状部材を、蛇腹状部材が上部
鉄筋部材、アーチ状部材を被覆するように鉄筋部材の長
手方向に亙って設けてなる。
Further, according to the method of manufacturing the method frame of the present invention, a plurality of holes for arch-shaped members which are arranged in parallel at intervals are formed on the manufacturing table, and a plurality of lower portions are formed substantially along the holes for the arch-shaped members which are arranged in parallel. A reinforcing bar member is installed, a plurality of arch-shaped members are erected in respective arch-shaped member holes, and the lower reinforcing bar member and the middle of both legs of the arch-shaped member are fixed to create a primary frame. A bellows-like member formed by attaching an upper rebar member over the upper part of the linear member and repeatedly folding back the linear member between the base linear members installed near both sides of the lower rebar member to extend and contract in the longitudinal direction. Is provided over the longitudinal direction of the reinforcing bar member so that the bellows-shaped member covers the upper reinforcing bar member and the arch-shaped member.

【0013】さらに、この発明の法枠の施工方法は、並
列に下部鉄筋部材を設置し、下部鉄筋部材の長手方向に
間隔をおいてアーチ状部材を複数立設し、下部鉄筋部材
とアーチ状部材の両脚部中間を固定した1次フレーム
を、順次法面に格子状に設置しながら、1次フレームの
アーチ状部材の両脚下端部を法面または法面に設けたラ
ス網に立設させ、次に順次1次フレームのアーチ状部材
上部間に亙って上部鉄筋部材を取り付け、並列する基部
線状部材の間に線状部材を繰り返し折り返して長手方向
に伸縮自在に形成した蛇腹状部材を上部鉄筋部材、アー
チ状部材の上から被覆し、順次1次フレームにアンカー
を打設して法面に固定し、蛇腹状部材の上からモルタ
ル、またはコンクリート等を吹き付けてなる。
Further, according to the method of constructing the method frame of the present invention, the lower reinforcing bar members are installed in parallel, and a plurality of arch-shaped members are erected at intervals in the longitudinal direction of the lower reinforcing bar members to form an arch shape with the lower reinforcing bar members. While installing the primary frame in which the middle of both legs of the member is fixed in a grid pattern on the slope in order, the lower ends of both legs of the arch-shaped member of the primary frame are erected on the slope or a lath net provided on the slope. Then, a bellows-like member formed by attaching an upper rebar member over the upper part of the arch-shaped member of the primary frame in order and repeatedly folding back the linear member between the base linear members arranged in parallel so as to be expandable and contractable in the longitudinal direction. Is coated from above the upper rebar member and the arch-shaped member, anchors are sequentially placed on the primary frame and fixed to the slope, and mortar, concrete or the like is sprayed from above the bellows-shaped member.

【0014】[0014]

【作用】法枠は、アーチ状部材の両脚部中間に下部鉄筋
部材を固定する為、下部鉄筋部材よりアーチ状部材の両
脚部の下端が突出している。その為、法枠を法面に設置
する場合、このアーチ状部材の突出部分が法面あるいは
法面に敷かれたラス網に引っ掛かる為、急な法面でも垂
れ下がることがない。
In the method frame, the lower rebar members are fixed in the middle of both legs of the arch-shaped member, so that the lower ends of both legs of the arch-shaped member project from the lower rebar member. Therefore, when the slope frame is installed on the slope, the protruding portion of the arch-shaped member is caught on the slope or the lath net laid on the slope, so that it does not hang down even on a steep slope.

【0015】法枠は、鉄筋部材の長手方向に亙って外面
側に蛇腹状線状部材を設けており、蛇腹状部材が伸び縮
みが自在なので、法枠を凹凸面に合わせて曲げ易く、法
面の凹凸に容易に対応できる。
The method frame is provided with a bellows-shaped linear member on the outer surface side over the longitudinal direction of the reinforcing bar member, and since the bellows-shaped member is freely expandable and contractible, it is easy to bend the method frame according to the uneven surface, Can easily cope with unevenness on the slope.

【0016】[0016]

【実施例】この発明を実施例を示す図面に基づいて説明
する。まずこの発明の法枠および法枠の製造方法につい
て説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to the drawings showing embodiments. First, a method frame of the present invention and a method of manufacturing the method frame will be described.

【0017】法枠1は、工場あるいは法面現場において
製作台10を作り、そこで下部鉄筋部材2、アーチ状部
材3を組み立て、1次フレーム6を作成する。あるい
は、法面の状態によってはさらに上部鉄筋部材4および
蛇腹状部材5を加えて組み立てる。
As for the method frame 1, a manufacturing table 10 is made in a factory or on a slope site, where the lower reinforcing bar member 2 and the arch-shaped member 3 are assembled to form a primary frame 6. Alternatively, depending on the state of the slope, the upper rebar member 4 and the bellows-shaped member 5 are further added for assembly.

【0018】製作台10は、脚台13に載った長い板状
体11に多数のアーチ状部材用孔12を並列して設け
る。アーチ状部材用孔12の一の孔の径は約2cm程度
で、アーチ状部材3の鉄筋が入る大きさであればよい。
アーチ状部材用孔12は、幅約200mmの間隔で並列
しており、これが長手方向に300〜500mm程度の
間隔で多数設けられている。
In the manufacturing table 10, a large number of holes 12 for arch-shaped members are provided in parallel on a long plate-shaped body 11 mounted on a leg stand 13. The diameter of one of the holes 12 for the arch-shaped member is about 2 cm, and may be any size as long as the reinforcing bars of the arch-shaped member 3 can be inserted therein.
The arch-shaped member holes 12 are juxtaposed at intervals of about 200 mm in width, and a large number of them are provided at intervals of about 300 to 500 mm in the longitudinal direction.

【0019】法枠1は、製作台10の板状体11に並列
するアーチ状部材用孔12に沿って2本の下部鉄筋部材
2を置く。次に、アーチ状部材3をアーチ状部材用孔1
2に両脚部30を入れ立設する。
In the method frame 1, two lower rebar members 2 are placed along the arch-shaped member holes 12 juxtaposed to the plate-shaped body 11 of the manufacturing table 10. Next, the arch-shaped member 3 is replaced by the arch-shaped member hole 1
Both legs 30 are put in 2 and set upright.

【0020】アーチ状部材3は、その両脚部30の中間
部分に取り付け部31を平面視コ字形状に設けている。
The arch-shaped member 3 is provided with a mounting portion 31 in a U-shape in a plan view at an intermediate portion between both leg portions 30 thereof.

【0021】次に、置いてある下部鉄筋部材2をアーチ
状部材3の取り付け部31の位置で結束具、あるいは結
束材(図示せず)で固定する。
Next, the placed lower rebar member 2 is fixed by a binding tool or a binding material (not shown) at the position of the mounting portion 31 of the arch-shaped member 3.

【0022】並列する下部鉄筋部材2にアーチ状部材3
は、両脚部30中間の取り付け部31で固定され、下部
鉄筋部材2の長手方向に亙って間隔をあけて複数立設し
て、1次フレーム6が作成される。
An arch-shaped member 3 is provided on the lower rebar member 2 arranged in parallel.
Are fixed by a mounting portion 31 in the middle of both leg portions 30, and a plurality of standing pieces are erected at intervals in the longitudinal direction of the lower reinforcing bar member 2 to form the primary frame 6.

【0023】次に、アーチ状部材3のアーチ状上部に上
部鉄筋部材4を下部鉄筋部材2とほぼ平行に設け、結束
材等で固定する。
Next, the upper rebar member 4 is provided on the arch-shaped upper portion of the arch-shaped member 3 substantially in parallel with the lower rebar member 2, and is fixed with a binding material or the like.

【0024】次に、これらの上から、蛇腹状部材5を被
覆する。蛇腹状部材5は、並列する基部線状部材50
と、2本の基部線状部材50間に、繰り返し折り返して
成り、基部線状部材50間で、長手方向に伸縮自在であ
る線状部材51とから成る。基部線状部材50間で、つ
づら折りされた線状部材51は、基部線状部材50には
固定されない為、いわゆる蛇腹状の動きによって、部分
的に折り返される線状部材51相互の間隔が変わること
ができ、伸縮自在となる。
Next, the bellows-like member 5 is covered from above. The bellows-shaped member 5 includes the base linear members 50 arranged in parallel.
And a linear member 51 that is repeatedly folded back between the two base linear members 50 and that is stretchable in the longitudinal direction between the base linear members 50. Since the linear members 51 that are folded in a zigzag manner between the base linear members 50 are not fixed to the base linear members 50, the spacing between the linear members 51 that are partially folded back may change due to so-called bellows-like movement. It is possible to expand and contract.

【0025】蛇腹状部材5は、製作台20上あるいは法
面21上で、型枠である下部鉄筋部材2、アーチ状部材
3、上部鉄筋部材4を被覆するように設け、結束材等で
固定する。
The bellows-shaped member 5 is provided on the production table 20 or on the slope 21 so as to cover the lower rebar member 2, the arch-shaped member 3, and the upper rebar member 4, which are forms, and is fixed by a binding material or the like. To do.

【0026】法枠1の製造方法は、1次フレーム6まで
を製作台10上で作り、それより後の工程を法面に施工
しながら作ってもよく、または1次フレーム6に上部鉄
筋部材4、蛇腹状部材5の取り付けまでを製作台10上
でつくってもよい。
The method of manufacturing the method frame 1 may be such that the primary frame 6 up to the primary frame 6 is made on the production table 10 and the subsequent steps are performed on the slope, or the primary frame 6 has an upper rebar member. 4, the mounting of the bellows-shaped member 5 may be performed on the manufacturing table 10.

【0027】法枠1は、ほぼ平行に並列する下部鉄筋部
材2の長手方向に間隔をおいて、アーチ状部材3を複数
立設する。アーチ状部材3は、下部鉄筋部材よりやや細
い鉄筋をU字形状、あるいは円弧形状に形成し、その両
脚部30の中間部分に平面視コ字状の取り付け部31を
設ける。
In the method frame 1, a plurality of arch-shaped members 3 are erected at regular intervals in the longitudinal direction of the lower reinforcing bar members 2 arranged in parallel. The arch-shaped member 3 has a U-shaped or arc-shaped reinforcing bar slightly thinner than the lower reinforcing bar member, and a mounting portion 31 having a U-shape in plan view is provided at an intermediate portion between both leg portions 30 thereof.

【0028】下部鉄筋部材2と、複数立設するアーチ状
部材3とは、取り付け部31の位置で固定する。複数の
立設するアーチ状部材3の上部のそれぞれに下部鉄筋部
材2とほぼ平行に上部鉄筋部材4を取り付け固定する。
The lower rebar member 2 and the plurality of arcuate members 3 standing upright are fixed at the position of the mounting portion 31. An upper rebar member 4 is attached and fixed to each of the upper portions of a plurality of standing arch-shaped members 3 substantially in parallel with the lower rebar member 2.

【0029】蛇腹状部材5は、上部鉄筋部材4およびア
ーチ状部材3を被覆するように鉄筋部材2、4の長手方
向に亙って設けてある。蛇腹状部材5の2本の基部線状
部材50を下部鉄筋部材2の両側に設置し、基部線状部
材50の間に線状部材51を上部鉄筋部材4の上を通し
て架け渡しながら、繰り返し折り返す。線状部材51
は、基部線状部材50間では移動自在に折り返してい
る。
The bellows-shaped member 5 is provided in the longitudinal direction of the reinforcing bar members 2 and 4 so as to cover the upper reinforcing bar member 4 and the arch-shaped member 3. The two base linear members 50 of the bellows-shaped member 5 are installed on both sides of the lower reinforcing bar member 2, and the linear member 51 is passed between the base linear members 50 over the upper reinforcing bar member 4 and repeatedly folded back. . Linear member 51
Are folded back so as to be movable between the base linear members 50.

【0030】次に、この発明の実施例である法枠の施工
方法について説明する。
Next, a method of constructing the method frame according to the embodiment of the present invention will be described.

【0031】まず法面に、スプレー等で割り付け墨出し
を行う。
First, allocation and marking is performed on the slope by spraying or the like.

【0032】次に、法面の最上部に1次フレーム6を横
枠14として取り付け、さらに適宜数の縦枠15として
1次フレーム6をラス網9を設置しながら設ける。この
とき1次フレーム6は、アーチ状部材3の両脚部下端部
が法面に突き刺さり立設する。また、法面から抜けても
ラス網9に引っ掛かる。
Next, the primary frame 6 is attached as a horizontal frame 14 to the uppermost part of the slope, and the primary frame 6 is provided as an appropriate number of vertical frames 15 while the lath net 9 is installed. At this time, the primary frame 6 is erected so that the lower ends of both legs of the arch-shaped member 3 pierce the slope. Moreover, even if it comes off the slope, it will be caught by the lath net 9.

【0033】縦枠15の下部から順次横枠14として1
次フレーム6をアンカー7を打設して法面に格子状に固
定する。1次フレーム6は、アーチ状部材3の上部に亙
って上部鉄筋部材4を固定する。次に、蛇腹状部材5を
上から被覆して固定する。
From the bottom of the vertical frame 15 to the horizontal frame 14
The next frame 6 is fixed with an anchor 7 on the slope in a lattice pattern. The primary frame 6 fixes the upper rebar member 4 over the upper portion of the arch-shaped member 3. Next, the bellows-shaped member 5 is covered and fixed from above.

【0034】次に、蛇腹状部材5の上から、モルタル、
またはコンクリート8を吹き付けて、法面に法枠を完成
させる。
Next, from above the bellows-shaped member 5, mortar,
Alternatively, concrete 8 is sprayed to complete the slope on the slope.

【0035】[0035]

【効果】したがって、この発明によれば、基本的な1次
フレームは、工場や法面現場の製作台で作成できるの
で、法面、特に急な斜面等の法面での困難で危険性の高
い組み立て作業を除くことができる。
[Effect] Therefore, according to the present invention, since a basic primary frame can be created on a production table in a factory or on a slope site, it is difficult and dangerous on the slope, especially on a steep slope. High assembly work can be eliminated.

【0036】特に、法枠を設置する法面が比較的平坦な
場合、工場等における製作台上にて1次フレームにさら
に蛇腹状部材まで取り付けることができ、より法面にお
ける作業を減少させることができる。
Particularly, when the slope on which the slope is installed is relatively flat, the bellows-shaped member can be further attached to the primary frame on the production table in a factory or the like, and the work on the slope can be further reduced. You can

【0037】また、法面に設置する場合、アーチ状部材
の両脚部下端部が法面に突きさすことができ、また法面
に突き刺させない場合や、抜けた場合でもラス網に引っ
掛かりやすいので、急な法面でも法枠が垂れ下がること
や、滑り落ちることがない。その為、規格通りの格子状
に法枠を固定することができる。
When installed on a slope, the lower ends of both legs of the arch-shaped member can be made to stick to the slope, and even if the slope is not pierced or even if it slips out, it is easy to get caught in the lath net. , The law frame does not hang down or slip off even on steep slopes. Therefore, the method frame can be fixed in a grid pattern according to the standard.

【0038】さらに、1次フレームと上部鉄筋部材を被
覆する蛇腹状部材が、1次フレーム長手方向に蛇腹状に
伸縮自在であるので、これらの法枠を凹凸のある法面に
付設しやすい。
Furthermore, since the bellows-shaped member that covers the primary frame and the upper rebar member is expandable and contractable in the longitudinal direction of the primary frame, it is easy to attach these method frames to the uneven slope.

【0039】また、法枠を法面に設置し、アンカーを打
設した後、モルタルやコンクリートを吹き付けるとき、
吹き付けのリバウンドが、線状部材から成る蛇腹状部材
の隙間から飛散しやすく、リバウンドが溜まらないとい
う効果があった。
Further, when the mortar and concrete are sprayed after the legal frame is installed on the slope and the anchor is placed,
There was an effect that the rebound of the spray was easily scattered from the gap of the bellows-shaped member made of the linear member, and the rebound was not accumulated.

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

【図1】 この発明の法枠の正面部分説明図FIG. 1 is a front part explanatory view of a legal framework of the present invention.

【図2】 同じく平面部分説明図FIG. 2 is a plan view of the same

【図3】 蛇腹状部材を説明する平面図および正面図FIG. 3 is a plan view and a front view illustrating a bellows-shaped member.

【図4】 アーチ状部材の法面に設けた状態の正面図FIG. 4 is a front view of a state where the arch-shaped member is provided on a slope.

【図5】 同じく側面図FIG. 5 is a side view of the same.

【図6】 同じく平面図FIG. 6 is a plan view of the same.

【図7】 この発明の法枠の製造方法の正面説明図FIG. 7 is an explanatory front view of a method for manufacturing a legal frame of the present invention.

【図8】 同じく平面説明図FIG. 8 is a plan view of the same.

【図9】 1次フレームの斜視図FIG. 9 is a perspective view of the primary frame.

【図10】 法面に施工する説明図[Figure 10] Explanatory drawing for construction on the slope

【図11】 同じく説明図FIG. 11 is also an explanatory diagram

【図12】 同じく説明図FIG. 12 is also an explanatory diagram

【符号の説明】[Explanation of symbols]

1 法枠 2 下部鉄筋部材 3 アーチ状部材 30 脚部 31 取り付け部 4 上部鉄筋部材 5 蛇腹状部材 50 基部線状部材 51 線状部材 6 1次フレーム 7 アンカー 8 モルタルまたはコンクリート 9 ラス網 10 製作台 11 板状体 12 アーチ状部材用孔 13 脚台 14 横枠 15 縦枠 1 Method Frame 2 Lower Reinforcing Bar Member 3 Arch-Shaped Member 30 Leg 31 Attachment Part 4 Upper Reinforcing Bar Member 5 Bellows-Shaped Member 50 Base Line Member 51 Linear Member 6 Primary Frame 7 Anchor 8 Mortar or Concrete 9 Lath Net 10 Manufacturing Platform 11 Plate-like body 12 Hole for arch-shaped member 13 Leg base 14 Horizontal frame 15 Vertical frame

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 並列に設置した下部鉄筋部材に、長手方
向に間隔をおいて複数立設するアーチ状部材の両脚部中
間を固定し、上部鉄筋部材をアーチ状部材上部間に亙っ
て取り付け、下部鉄筋部材の両側に設置する基部線状部
材の間に線状部材を繰り返し折り返して長手方向に伸縮
自在に形成した蛇腹状部材を上部鉄筋部材の上を通して
架け渡し、アーチ状部材を被覆するように鉄筋部材長手
方向に亙って設けることを特徴とする法枠。
1. A lower reinforcing bar member installed in parallel is fixed to the middle of both legs of arch-shaped members standing upright at intervals in the longitudinal direction, and an upper reinforcing bar member is mounted between the upper parts of the arched members. , A linear member is repeatedly folded back between the base linear members installed on both sides of the lower rebar member, and a bellows-shaped member formed to extend and contract in the longitudinal direction is passed over the upper rebar member to cover the arch-shaped member. A method frame, characterized in that it is provided over the longitudinal direction of the reinforcing bar member.
【請求項2】 製作台上に間隔をおいて並列する複数の
アーチ状部材用孔を明け、その並列するアーチ状部材用
孔にほぼ沿って複数の下部鉄筋部材を設置し、それぞれ
のアーチ状部材用孔に複数のアーチ状部材を立設し、下
部鉄筋部材とアーチ状部材の両脚部の中間とを固定して
1次フレームを作成し、さらにアーチ状部材上部間に亙
って上部鉄筋部材を取り付け、下部鉄筋部材の両側近く
に設置する基部線状部材の間に線状部材を繰り返し折り
返して長手方向に伸縮自在に形成して成る蛇腹状部材
を、蛇腹状部材が上部鉄筋部材、アーチ状部材を被覆す
るように鉄筋部材の長手方向に亙って設けることを特徴
とする法枠の製造方法。
2. A plurality of arch-shaped member holes that are arranged in parallel at intervals on a manufacturing table are formed, and a plurality of lower reinforcing bar members are installed substantially along the juxtaposed arch-shaped member holes, and each arch-shaped member is formed. A plurality of arch-shaped members are erected in the member holes, the lower rebar member and the middle of both legs of the arch-shaped member are fixed to create a primary frame, and the upper rebar is laid between the upper parts of the arch-shaped members. A bellows-shaped member, in which a member is attached and is linearly repeatedly folded back and forth between base linear members to be installed near both sides of a lower rebar member, so that the bellows-shaped member is an upper rebar member, A method for manufacturing a legal frame, characterized in that it is provided over the longitudinal direction of a reinforcing bar member so as to cover the arched member.
【請求項3】 並列に下部鉄筋部材を設置し、下部鉄筋
部材の長手方向に間隔をおいてアーチ状部材を複数立設
し、下部鉄筋部材とアーチ状部材の両脚部中間を固定し
た1次フレームを、順次法面に格子状に設置しながら、
1次フレームのアーチ状部材の両脚下端部を法面または
法面に設けたラス網に立設させ、次に順次1次フレーム
のアーチ状部材上部間に亙って上部鉄筋部材を取り付
け、並列する基部線状部材の間に線状部材を繰り返し折
り返して長手方向に伸縮自在に形成した蛇腹状部材を上
部鉄筋部材、アーチ状部材の上から被覆し、順次1次フ
レームにアンカーを打設して法面に固定し、蛇腹状部材
の上からモルタル、またはコンクリート等を吹き付ける
ことを特徴とする法枠の施工方法。
3. A primary structure in which lower rebar members are installed in parallel, a plurality of arch-shaped members are erected at intervals in the longitudinal direction of the lower rebar members, and the middle portions of both legs of the lower rebar member and the arch-shaped member are fixed. While sequentially installing the frame on the slope in a grid pattern,
The lower ends of both legs of the arched member of the primary frame are erected on a slope or a lath net provided on the sloped surface, and then the upper rebar members are sequentially mounted between the upper parts of the arched members of the primary frame and arranged in parallel. A linear member is repeatedly folded back and forth between the base linear members to be covered, and a bellows-shaped member formed so as to be expandable and contractible in the longitudinal direction is covered from above the upper rebar member and the arch-shaped member, and anchors are sequentially placed on the primary frame. A method of constructing a method frame, characterized by spraying mortar, concrete, or the like from above the bellows-like member.
JP20273694A 1994-08-04 1994-08-04 Method frame and method of manufacturing method frame, and method of constructing method frame using method frame body Expired - Fee Related JP2679003B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20273694A JP2679003B2 (en) 1994-08-04 1994-08-04 Method frame and method of manufacturing method frame, and method of constructing method frame using method frame body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20273694A JP2679003B2 (en) 1994-08-04 1994-08-04 Method frame and method of manufacturing method frame, and method of constructing method frame using method frame body

Publications (2)

Publication Number Publication Date
JPH0849240A true JPH0849240A (en) 1996-02-20
JP2679003B2 JP2679003B2 (en) 1997-11-19

Family

ID=16462317

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20273694A Expired - Fee Related JP2679003B2 (en) 1994-08-04 1994-08-04 Method frame and method of manufacturing method frame, and method of constructing method frame using method frame body

Country Status (1)

Country Link
JP (1) JP2679003B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242079A (en) * 1996-03-07 1997-09-16 Fuji Fuoresuto Kk Slope frame and execution method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242079A (en) * 1996-03-07 1997-09-16 Fuji Fuoresuto Kk Slope frame and execution method thereof

Also Published As

Publication number Publication date
JP2679003B2 (en) 1997-11-19

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