JPH0519382Y2 - - Google Patents

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Publication number
JPH0519382Y2
JPH0519382Y2 JP5864189U JP5864189U JPH0519382Y2 JP H0519382 Y2 JPH0519382 Y2 JP H0519382Y2 JP 5864189 U JP5864189 U JP 5864189U JP 5864189 U JP5864189 U JP 5864189U JP H0519382 Y2 JPH0519382 Y2 JP H0519382Y2
Authority
JP
Japan
Prior art keywords
formwork
movable
formworks
reinforcing bar
connecting 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.)
Expired - Lifetime
Application number
JP5864189U
Other languages
Japanese (ja)
Other versions
JPH032043U (en
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 filed Critical
Priority to JP5864189U priority Critical patent/JPH0519382Y2/ja
Publication of JPH032043U publication Critical patent/JPH032043U/ja
Application granted granted Critical
Publication of JPH0519382Y2 publication Critical patent/JPH0519382Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 本考案は各種斜面の安定化を図る、法枠用型枠
に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to formwork for legal frameworks, which stabilizes various slopes.

〈従来の技術〉 現在、法面の安定化工法として、法面に枠組み
した型枠内にコンクリートを吹き付けて現場で法
枠を形成する工法が知られている。
<Conventional Technology> Currently, as a method for stabilizing slopes, a method is known in which a slope is formed on-site by spraying concrete within a formwork framed on the slope.

一般にこの種の工法に用いられる型枠は、相対
向する2枚の帯状金網と、これら両帯状金網間の
複数箇所を水平に連結する井桁状の連結材とより
なる。
Generally, the formwork used in this type of construction method consists of two wire mesh strips that face each other, and connecting members in the form of parallel crosses that horizontally connect multiple locations between the wire mesh strips.

〈本考案が解決しようとする問題点〉 前述した従来の法枠の施工技術には次のような
問題点がある。
<Problems to be solved by the present invention> The conventional method of constructing a legal framework described above has the following problems.

〈イ〉 第6図に見るように複数組の網型枠aの
交差箇所を枠組みする場合には、各網型枠aの
終端部の突き合わせ箇所に、L字形に折曲した
コーナ金網bを配設して対処している。
<B> When framing the intersection of multiple sets of mesh formwork a as shown in Figure 6, corner wire mesh b bent into an L shape is placed at the butting point at the end of each mesh formwork a. We are dealing with it by setting it up.

しかし、コーナ金網bの曲げ加工は足場の悪
い法面上で行なわれており、曲げ加工に多くの
手数がかかるだけでなく、作業の安全性確保が
問題になつている。
However, the bending of the corner wire mesh b is carried out on a slope with poor footing, which not only requires a lot of effort but also poses a problem of ensuring the safety of the work.

〈ロ〉 又、第7図に見るように網法枠a,aが
90°以外の角度で交わる場合の枠組みにもコー
ナ金網b,bを配設している。
<B> Also, as shown in Figure 7, the mesh frames a and a are
Corner wire meshes b and b are also provided in frames where they intersect at angles other than 90°.

このように交差角度が90°以外の場合には、前
記〈イ〉と同様の問題があるうえに、個々のコー
ナ金網b,bが補角関係になるように正確な角度
に曲げ加工することが非常に困難である。
If the intersection angle is other than 90°, there will be the same problem as in <A> above, and it will be necessary to bend the individual corner wire meshes b and b to accurate angles so that they have a supplementary angle relationship. is extremely difficult.

〈本考案の目的〉 本考案は以上の問題点を解決したもので、その
目的とするところは、型枠の交差箇所の枠組み作
業の容易化が図れると共に作業の安全性を確保で
きる、法枠用型枠を提供することにある。
<Purpose of the present invention> The present invention solves the above-mentioned problems.The purpose of the present invention is to create a legal frame that can facilitate the framing work at the intersection of formwork and ensure work safety. Our purpose is to provide formwork for

〈本考案の構成〉 以下、図面を参照しながら本考案の一実施例に
ついて説明する。
<Configuration of the present invention> An embodiment of the present invention will be described below with reference to the drawings.

〈イ〉 法枠用型枠 法枠用型枠10の一例を第2図に示す。<A> Formwork for legal framework An example of the formwork 10 for legal framework is shown in FIG.

法枠用型枠10は、門形の連結材20と、この
連結部材20の両端に夫々一端を回動自在に連結
した二枚一組の可動型枠11,12とよりなる。
The formwork 10 for the legal frame consists of a gate-shaped connecting member 20 and a pair of movable formworks 11 and 12, each of which has one end rotatably connected to both ends of the connecting member 20.

〈ロ〉 可動型枠 可動型枠11,12は、鉄線を縦横方向に編成
した金網、或はエキスパンドメタル等の帯状の多
孔性部材よりなり、本実施例では等ピツチで編成
した金網を使用する場合について説明する。
<B> Movable formwork The movable formworks 11 and 12 are made of a wire mesh made of iron wire arranged in the vertical and horizontal directions, or a strip-shaped porous member such as expanded metal. In this embodiment, a wire mesh made of equal pitches is used. Let me explain the case.

各組の可動型枠11,12は連結材20に回動
自在に連結することで、角度調整を自由に行え
る。
Each set of movable formworks 11 and 12 is rotatably connected to the connecting member 20, so that the angle can be freely adjusted.

各可動型枠11,12の高さは、第1図に示す
直線部用型枠40の高さと等しく、又可動型枠1
1,12の横幅は、直線部用型枠40の端部に重
なり合つて連結できる程度の長さでよい。
The height of each movable formwork 11, 12 is equal to the height of the straight part formwork 40 shown in FIG.
The widths of the shapes 1 and 12 may be long enough to overlap and connect to the ends of the formwork 40 for the straight part.

〈ハ〉 連結材 連結材20は各組の可動型枠11,12を折り
畳み自在に連結する連結機能及び鉄筋篭30を跨
いで鉄筋篭30に係留する係留機能を併有する。
<C> Connecting material The connecting material 20 has both a connecting function of foldably connecting each set of movable formworks 11 and 12 and a mooring function of straddling the reinforcing bar basket 30 and mooring it to the reinforcing bar cage 30.

連結材20は例えば下部中央を開口した門形の
部材で、各組の可動型枠11,12の上部間を連
結する上部連結線21と、各組の可動型枠11,
12の下位に回動自在に連結し、水平方向に延び
る短寸の下部張出線22,22と、上部連結線2
1と下部張出線22,22の間を縦方向に接続す
る吊線23,23と、各下部張出線22,22の
自由端を下方に折曲して形成した位置決線24,
24とよりなる。
The connecting member 20 is, for example, a gate-shaped member with an opening at the center of the lower part, and includes an upper connecting line 21 connecting the upper parts of the movable formworks 11 and 12 of each set, and the movable formworks 11 and 12 of each set.
Short lower extension lines 22, 22 which are rotatably connected to the lower part of 12 and extend in the horizontal direction, and upper connecting line 2.
1 and lower overhang lines 22, 22 vertically connecting hanging lines 23, 23, and positioning lines 24 formed by bending the free ends of each lower overhang lines 22, 22 downward,
24 and more.

上部連結線21は、容易に撓むことはないが、
作業者がある程度曲げ力を加えたときに、変形す
る適度の剛性と可撓性を有している。
Although the upper connecting line 21 does not bend easily,
It has appropriate rigidity and flexibility to deform when an operator applies a certain amount of bending force.

上部連結線21に適度の可撓性を付与したの
は、法枠用型枠10の中央の開口幅を拡張及び復
元自在に構成するためである。
The reason why the upper connecting line 21 is given appropriate flexibility is to allow the width of the opening at the center of the frame 10 to be expanded and restored.

上部連結線21の両端部及び各下部張出線2
2,22の基端は、各組の可動型枠11,12の
縦線に回動自在に巻き付けてある。
Both ends of the upper connecting line 21 and each lower overhang line 2
The base ends of 2 and 22 are rotatably wound around the vertical line of each set of movable formworks 11 and 12.

この場合、各組の可動型枠11,12の一部の
横線を省略して上部連結線21及び下部張出線2
2の上下動を多少許容するように構成してもよ
い。
In this case, some horizontal lines of the movable formworks 11 and 12 of each set are omitted, and the upper connecting line 21 and the lower overhang line 2 are
2 may be configured to allow some vertical movement.

さらに、上部連結線21と各吊線23,23と
の交差する二箇所に上位鉄筋係留部A,Aを有す
ると共に、各下部張出線22、吊線23、位置決
線24で包囲された二箇所に下位鉄筋係留部B,
Bを有する。
Furthermore, there are upper reinforcing bar mooring parts A, A at two places where the upper connecting line 21 and each suspension line 23, 23 intersect, and two places surrounded by each lower overhang line 22, each suspension line 23, and positioning line 24. lower reinforcing bar mooring part B,
It has B.

上位鉄筋係留部A,Aと下位鉄筋係留部B,B
の形成間隔は、鉄筋篭30の主筋31の間隔に合
わせて形成する。
Upper reinforcing bar mooring parts A, A and lower reinforcing bar mooring parts B, B
The formation intervals are formed in accordance with the intervals between the main reinforcements 31 of the reinforcing bar cage 30.

〈作用〉 次に施工方法について説明する。<Effect> Next, the construction method will be explained.

〈イ〉 鉄筋篭の設置 第3図に示すように法面上の法枠構築予定線に
沿つて鉄筋篭30を設置する。
<B> Installation of reinforcing bar cages As shown in Figure 3, the reinforcing bar cages 30 are installed along the planned slope construction line on the slope.

鉄筋篭30は平行に配置した複数本の主筋31
群にフープ筋32を包囲してなり、工場や現場近
くの平らな場所で予め製作しておいたものを法面
に敷設するか、或は直接法面上で組み立て法面に
固定する。
The reinforcing bar basket 30 has multiple main bars 31 arranged in parallel.
The hoop reinforcement 32 is surrounded by a group of hoop reinforcements, and is manufactured in advance in a factory or a flat place near the site and laid on the slope, or assembled directly on the slope and fixed to the slope.

尚、鉄筋篭30の敷設前に、法面の全域に各種
のネツト材を被覆しておく場合もある。
Incidentally, before laying the reinforcing bar cage 30, the entire slope surface may be covered with various types of net materials.

〈ロ〉 直線部用型枠のセツト 次に、第3図に示すように鉄筋篭30に沿つて
直線部用型枠40を設置する。
<B> Setting the formwork for the straight section Next, as shown in FIG. 3, the formwork 40 for the straight section is installed along the reinforcing bar cage 30.

直線部用型枠40は法枠の直線部を施工する目
的の型枠で、例えば相対向する二枚の帯状型枠4
1,41と、帯状型枠41,41間を折り畳み自
在に連結する門形の連結材50とよりなる。
The straight part formwork 40 is a formwork for the purpose of constructing the straight part of the slope frame, for example, two band-shaped formworks 4 facing each other.
1 and 41, and a gate-shaped connecting member 50 that foldably connects the band-shaped forms 41 and 41.

帯状型枠41,41は、可動型枠11,12と
同様の金網を使用できる。
The same wire mesh as the movable formworks 11 and 12 can be used for the band-like formworks 41 and 41.

又連結材50は前記連結材20と同一構造であ
るから、50番台の符号を付してその説明を省略す
る。
Further, since the connecting member 50 has the same structure as the connecting member 20, it will be given a reference number in the 50s and its explanation will be omitted.

この直線部用型枠40を法面に運搬し、上部連
結線51の中央を撓ませて、下部の開口幅を広げ
て鉄筋篭30の上方から被せる。
This formwork 40 for the straight section is transported to the slope, the center of the upper connecting line 51 is bent, the opening width of the lower part is widened, and the reinforcing bar cage 30 is covered from above.

連結材50の下部開口が鉄筋篭30の上位側の
主筋31を乗り越えたら、上部連結線51の曲げ
力を解除して撓む前の形状に復元する。
When the lower opening of the connecting member 50 passes over the main reinforcement 31 on the upper side of the reinforcing bar basket 30, the bending force of the upper connecting line 51 is released and the connecting member 50 is restored to its original shape.

更に直線部用型枠40を鉄筋篭30へ押し込む
と第4図のように下位筋係留部B,B内に下位の
主筋31,31が収容されると同時に、上位鉄筋
係留部A,A内に上位の主筋31が当接して係止
する。
When the formwork 40 for the straight section is further pushed into the reinforcing bar basket 30, the lower main bars 31, 31 are housed in the lower reinforcing bars mooring parts B, B, as shown in FIG. The upper main reinforcement 31 comes into contact with and locks.

各主筋31と連結材50の交差部を結束線等で
固着して、鉄筋篭30と直線部用型枠40とを一
体にする。
The intersection of each main reinforcement 31 and the connecting member 50 is fixed with a binding wire or the like to integrate the reinforcing bar cage 30 and the formwork 40 for the straight section.

〈ハ〉 交差部の枠組み 例えば四組の直線部用型枠40が十字形に交差
する箇所を枠組みする場合は、第1図に示すよう
に二組の法枠用型枠10,10を準備する。
<C> Framing of intersections For example, when framing a place where four sets of formworks 40 for straight sections intersect in a cross shape, prepare two sets of formworks 10, 10 for horizontal sections as shown in Fig. 1. do.

そして、前述した直線部用型枠40の場合と同
様の工程で、法枠用型枠10,10の各可動型枠
11,12を、各帯状型枠41,41の交差角度
に応じて角度調整を行うと共に、上部連結線21
を撓ませて鉄筋篭30に外装する。
Then, in a process similar to the case of the formwork 40 for the straight section described above, each movable formwork 11, 12 of the formwork 10, 10 for the legal frame is angled according to the intersection angle of each band-shaped formwork 41, 41. While making the adjustment, the upper connecting line 21
is bent and sheathed onto the reinforcing bar cage 30.

各可動型枠11,12が回動自在に構成してあ
るから、交差角度に応じて容易に角度調整作業を
行える。
Since each movable formwork 11, 12 is configured to be rotatable, the angle can be easily adjusted according to the intersection angle.

次に法枠用型枠10,10の各可動型枠11,
12と、対応する各帯状型枠41,41の内外何
れかの面とが重なり合う箇所を、公知の固定具を
用いて固定する。
Next, each movable formwork 11 of the formwork 10, 10 for the legal framework,
12 and any one of the inner and outer surfaces of the corresponding band-shaped formworks 41, 41 are fixed at the locations where they overlap using a known fixing tool.

又、直線部用型枠40相互の交差角度が90°以
外の場合であつても、可動型枠11,12が自由
に回動するので、可動型枠11,12相互の平行
性を保持して各組の直線部用型枠40間を一体に
連結できる。
Furthermore, even if the intersecting angle between the straight part formworks 40 is other than 90°, the movable formworks 11 and 12 can rotate freely, so the parallelism between the movable formworks 11 and 12 can be maintained. Each set of straight section formwork 40 can be integrally connected.

〈ニ〉 モルタル等の吹き付け 最後に、法枠用型枠10を用いて一体化を図つ
た直線部用型枠40内にモルタルやコンクリート
等の固結材を吹き付けて第5図に示すような法枠
60を得る。
<D> Spraying of mortar, etc. Finally, a consolidating material such as mortar or concrete is sprayed into the formwork 40 for the straight section, which has been integrated using the formwork 10 for the legal framework, as shown in Fig. 5. Obtain legal frame 60.

〈その他の実施例〉 各可動型枠11,12の編目を下位にいくにし
たがつて大きくなるように構成してもよい。
<Other Examples> The stitches of each movable formwork 11, 12 may be configured to become larger as they go lower.

このように構成すると、コンクリートを吹き付
ける際に、コンクリート内に空気溜まりの発生を
防止して高品質に施工できる利点がある。
This configuration has the advantage of preventing air pockets from forming within the concrete when spraying the concrete, resulting in high-quality construction.

又、各可動型枠11,12を金網で形成する場
合に、各可動型枠11,12の最上から突出する
縦線の上端を内側に折り返しておくと、コテ仕上
げの際のコテの運行を円滑にするだけでなく、金
網の端部がコンクリート表面から露出し難くな
り、防錆効果も期待できる。
In addition, when each movable formwork 11, 12 is formed of wire mesh, if the upper ends of the vertical lines protruding from the top of each movable formwork 11, 12 are folded back inward, the operation of the trowel during finishing can be made easier. In addition to smoothing the surface, the ends of the wire mesh are less likely to be exposed from the concrete surface, and can also be expected to have a rust-preventing effect.

〈本考案の効果〉 本考案は以上説明したようになるから次の効果
が得られる。
<Effects of the present invention> Since the present invention is as explained above, the following effects can be obtained.

〈イ〉 可動型枠が回動自在に構成してあるた
め、角度調整作業を極めて簡単に行える。
<B> Since the movable formwork is configured to be rotatable, angle adjustment work can be performed extremely easily.

従つて、従来のような現場での曲げ加工が不
要となる。
Therefore, there is no need for on-site bending as in the past.

〈ロ〉 簡単な操作で自由に可動型枠の角度調整
を行える。
<B> The angle of the movable formwork can be adjusted freely with simple operations.

〈ハ〉 足場の悪い現場にあつては、単に法枠用
型枠を鉄筋篭の上方からセツトし、直線部用型
枠に結束するだけの簡単な操作で短時間にセツ
トできる。
<C> For sites with poor footing, the formwork for the legal framework can be set in a short time by simply setting it from above the reinforcing bar cage and tying it to the formwork for the straight section.

そのため、作業の安全性が向上する。 Therefore, work safety is improved.

〈ニ〉 交差部の連結部材用としてだけでなく、
各可動型枠を一直線上に配置すれば、直線部用
型枠の長さが少し足りないときに、直線部用型
枠の延長材としても使用できる。
(d) Not only for connecting members at intersections,
If each movable formwork is arranged in a straight line, it can also be used as an extension member of the formwork for a straight part when the length of the formwork for a straight part is slightly insufficient.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図:本考案に係る一実施例の説明図であつ
て法枠用型枠の設置前の全体図。第2図:法枠用
型枠の全体図、第3図:施工方法の説明図であつ
て直線部用型枠を撓ませて設置する時の説明図、
第4図:直線部用型枠の装着を終了した時の説明
図、第5図:施工を終えた法枠の断面図、第6,
7図:従来技術の説明図。
FIG. 1: An explanatory view of one embodiment of the present invention, and an overall view before installing the formwork for the legal frame. Figure 2: Overall view of the formwork for the legal framework, Figure 3: An explanatory diagram of the construction method when the formwork for the straight section is bent and installed.
Figure 4: Explanatory diagram after installing the formwork for the straight section, Figure 5: Cross-sectional view of the slope frame after construction, Figure 6,
Figure 7: An explanatory diagram of the prior art.

Claims (1)

【実用新案登録請求の範囲】 二枚一組の型枠をヒンジ結合した可動型枠と、 二組の可動型枠の間を連結する連結材とよりな
り、 各組の可動型枠は連結材に回動自在に連結し、 連結材は下部の中央に開口を有すると共に開口
内の複数箇所に鉄筋籠係留部を有する門形に形成
した、 法枠用型枠。
[Claim for Utility Model Registration] Consisting of a movable formwork in which a set of two formworks are hinged together, and a connecting member that connects the two sets of movable formworks, each set of movable formwork is a connecting member. A formwork for a legal framework, in which the connecting member has an opening in the center of the lower part and is formed into a gate shape with reinforcing bar cage mooring parts at multiple locations within the opening.
JP5864189U 1989-05-23 1989-05-23 Expired - Lifetime JPH0519382Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5864189U JPH0519382Y2 (en) 1989-05-23 1989-05-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5864189U JPH0519382Y2 (en) 1989-05-23 1989-05-23

Publications (2)

Publication Number Publication Date
JPH032043U JPH032043U (en) 1991-01-10
JPH0519382Y2 true JPH0519382Y2 (en) 1993-05-21

Family

ID=31584437

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5864189U Expired - Lifetime JPH0519382Y2 (en) 1989-05-23 1989-05-23

Country Status (1)

Country Link
JP (1) JPH0519382Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49110278U (en) * 1973-01-16 1974-09-20
JPS5052490U (en) * 1973-09-11 1975-05-20
JPS50125289A (en) * 1974-03-25 1975-10-02
JPH1121906A (en) * 1997-07-01 1999-01-26 Koiwa Kanaami Kk Form for slope frame
KR100490675B1 (en) * 2002-02-27 2005-06-14 김종국 Frame for Free Moving

Also Published As

Publication number Publication date
JPH032043U (en) 1991-01-10

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