JPH0452277Y2 - - Google Patents

Info

Publication number
JPH0452277Y2
JPH0452277Y2 JP8648188U JP8648188U JPH0452277Y2 JP H0452277 Y2 JPH0452277 Y2 JP H0452277Y2 JP 8648188 U JP8648188 U JP 8648188U JP 8648188 U JP8648188 U JP 8648188U JP H0452277 Y2 JPH0452277 Y2 JP H0452277Y2
Authority
JP
Japan
Prior art keywords
formwork
bulge
concrete
bodies
bent
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
Application number
JP8648188U
Other languages
Japanese (ja)
Other versions
JPH026747U (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 JP8648188U priority Critical patent/JPH0452277Y2/ja
Publication of JPH026747U publication Critical patent/JPH026747U/ja
Application granted granted Critical
Publication of JPH0452277Y2 publication Critical patent/JPH0452277Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、傾斜地山の保護のために施設される
コンクリート法枠等の施工に好適な埋込用の型枠
体に関するものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to an embedded formwork suitable for constructing concrete slopes and the like constructed for the protection of sloping mountains.

〔従来の技術〕[Conventional technology]

従来、傾斜地山、法面の保護工として、コンク
リートによる法枠を施設することが行なわれてい
る。この法枠を施設する工法には各種のものがあ
るが、施工性の良好なことから、紙型枠工法、或
は型枠埋込式工法が多く実施されている。
Conventionally, concrete slopes have been installed as protection works for sloped mountains and slopes. There are various methods of constructing this method, but the paper form construction method or the formwork embedding method is often used because of its good workability.

前者の工法は、特開昭54−10504号公報に示さ
れているように、軽量で使い捨て可能なコア状の
紙型枠を使用して法枠のコンクリートを打設する
ものであり、また、後者の工法は、特公昭53−
46362号公報に示されているように、金網製の型
枠を鉄筋篭と組合せてコンクリートを吹き付け、
埋設するものである。
The former method, as shown in Japanese Patent Application Laid-Open No. 54-10504, uses a lightweight and disposable core-shaped paper form to cast concrete for the legal frame. The latter construction method was developed in 1973.
As shown in Publication No. 46362, a wire mesh formwork is combined with a reinforcing cage and concrete is sprayed on it.
It is to be buried.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

前者の工法は、型枠が軽量で施工性がよく、施
工精度も高いという利点を有しているが、型枠が
紙製のため強度が低く、補強材を多く必要とする
ばかりでなく、大きな断面の法枠に対しては使用
が困難である、という問題点を有している。ま
た、後者の工法は、大小各種の断面の法枠に適用
できるが、金網型枠と鉄筋篭との組付けが結束線
等により結合するため面倒であると共に、型枠が
金網であるため大きな断面の法枠を形成する場合
には種々補強を施す必要があり、しかも金網は剛
性が低く凹凸が多いため、施工精度が悪く、コン
クリート吹付け後さらに整形のために上塗りが面
倒である、という施工上の問題点を有している。
The former method has the advantage that the formwork is lightweight, easy to construct, and has high construction accuracy, but since the formwork is made of paper, it has low strength and requires a large amount of reinforcing material. The problem is that it is difficult to use for legal frames with large cross sections. The latter construction method can be applied to slope frames of various sizes and cross-sections, but it is troublesome to assemble the wire mesh formwork and the reinforcing bar basket because they are connected using binding wires, etc., and because the formwork is made of wire mesh, When forming a cross-sectional legal frame, it is necessary to apply various types of reinforcement, and since wire mesh has low rigidity and has many irregularities, construction accuracy is poor, and it is troublesome to apply a top coat to shape the concrete after concrete is sprayed. There are construction problems.

本考案は、それら従来技術における問題点を解
決し、施工性と経済性に優れ、強度が高く、精度
よく施設することのできる型枠装置を提供しよう
とするものである。
The present invention aims to solve the problems in the conventional techniques and provide a formwork device that is excellent in workability and economy, has high strength, and can be installed with high precision.

〔課題を解決するための手段〕[Means to solve the problem]

次に、本考案の構成について、実施例に対応す
る図面を参照して説明すると、本考案は、 (1) 一端部に、水平方向に屈曲した膨出部3を設
けると共に、他端の内方位置に、前記膨出部3
と同方向に屈曲した小さな係合突部4を設けて
横筋1を形成し、該横筋1の多数を上下に間隔
をおいて配列し、それら横筋1,1を、前記膨
出部3の膨出側において、両端末部と膨出部3
及び係合突部4の内方基部と中間部複数個所に
配置の縦筋2,2により結合し、全体に平板状
に形成したことを特徴とするもの、及び、 (2) 前項のものにおいて、各横筋1のほぼ中央部
から屈折5して、全体にL形板状に形成したこ
とを特徴とするものである。
Next, the structure of the present invention will be explained with reference to the drawings corresponding to the embodiments.The present invention has the following features: (1) A bulge portion 3 bent in the horizontal direction is provided at one end, and an inner portion of the other end is provided. the bulge 3 in the
A small engagement protrusion 4 bent in the same direction as the bulging portion 3 is provided to form a transverse strip 1, and a large number of the transverse strips 1 are arranged vertically at intervals, and these transverse strips 1, 1 are connected to the bulge of the bulge 3. On the exit side, both terminal parts and the bulging part 3
(2) In the above item, the engaging protrusion 4 is connected by vertical bars 2, 2 arranged at multiple locations at the inner base and the middle part, and is formed into a flat plate shape as a whole; , each transverse strip 1 is bent 5 from approximately the center to form an L-shaped plate shape as a whole.

〔実施例〕〔Example〕

以下、本考案の実施例について、図面を参照し
て説明する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図について、1,1は横筋で、本考案型枠
体の長さ方向に延長しており、上下に所要の間隔
をおいて配列され、それらの一面側には、両端部
と中間部とに、ほぼ同間隔をおいて多数の上下方
向に延長する多数の縦筋2,2を配置して横筋
1,1と縦筋2,2とを溶接等により互に結合さ
れている。そして、各横筋1の一端部には、縦筋
2,2間に、縦筋2,2の結合側に水平方向に屈
曲した大きな山形状の膨出部3が設けられてお
り、また、各横筋1の他端部には、端部より内方
位置、すなわち、端部の次に位置する縦筋2に近
接して、前記膨出部3と同方向に屈曲した小さな
山形状の係合突部4が設けられており、全体に平
板状の型枠体Aに形成されている。
Referring to Fig. 1, 1 and 1 are horizontal stripes, which extend in the length direction of the formwork of the present invention, and are arranged vertically at a required interval, and on one side thereof, both ends and the middle section are arranged. A large number of vertical bars 2, 2 extending in the vertical direction are arranged at substantially the same intervals, and the horizontal bars 1, 1 and the vertical bars 2, 2 are connected to each other by welding or the like. At one end of each horizontal reinforcement 1, a large mountain-shaped bulge 3 is provided between the vertical reinforcements 2, 2 and bent in the horizontal direction on the joining side of the vertical reinforcements 2, 2. At the other end of the horizontal strip 1, there is a small mountain-shaped engagement bent in the same direction as the bulge 3 at a position inward from the end, that is, close to the vertical strip 2 located next to the end. A protrusion 4 is provided, and the entire formwork body A is formed into a flat plate shape.

前記の型枠体は、主としてコンクリート法枠等
の直状部分の施工に適用される。
The above-mentioned formwork body is mainly applied to the construction of straight parts such as concrete slope frames.

第2図は、前記型枠体Aの全体的な形態を変え
たもので、各横筋1,1を中央部よりほぼ直角に
屈折5して、全体にL形板状に形成した型枠体B
である。この型枠体Bは、主としてコンクリート
法枠等の交差部分の施工に適用される。
FIG. 2 shows a modified formwork body A in which the overall shape of the formwork body A is changed, and the horizontal strips 1, 1 are bent at almost right angles 5 from the central part to form an L-shaped plate shape as a whole. B
It is. This formwork body B is mainly applied to the construction of intersections of concrete slopes and the like.

なお、前記の膨出部3及び係合突部4の形状
は、前記のような山形状に限定されるものではな
く、円弧状や台形状等各種の膨出形状とすること
ができる。
The shapes of the bulging portion 3 and the engaging projection 4 are not limited to the mountain shape as described above, but may be various bulging shapes such as an arc shape or a trapezoid shape.

本考案の型枠体は、法枠等の施工に際して、通
常、その複数を長さ方向に継ぎ合せて使用する。
この場合の型枠体相互の結合は、一方の型枠体の
膨出部3を設けた一端部と他方の型枠体の係合突
部4を設けた他端部とを重合してなされる。すな
わち、第3図に示されているように、一方の型枠
体A,Bの一端部の縦筋2a,2bを結合してあ
る側に、他方の型枠体A′,B′の他端部を位置さ
せ、端末にある縦筋2nを一方の型枠体A,Bの
縦筋2bの内方側に添わせると共に、係合突部
4,4の凹みに一方の型枠体A,Bの端末にある
縦筋2aを係合し、膨出部3の横筋と他方の型枠
体A′,B′の直状の縦筋1とを上下に重ね合せる。
それによつて膨出部3と重ね合せた縦筋1との間
には空隙aが形成されることになる。そして、各
横筋1,1毎に形成された空隙a,a内に、第4
〜6図に示すように、アンカー筋6を挿通すれ
ば、一方の型枠体A,Bと他方の型枠体A′,
B′とは一体的に結合できることになる。
The formwork bodies of the present invention are usually used by joining a plurality of them together in the length direction when constructing a legal framework or the like.
In this case, the formwork bodies are connected to each other by overlapping one end of one formwork with the bulging part 3 and the other end of the other formwork with the engagement protrusion 4. Ru. That is, as shown in FIG. 3, on the side where the vertical bars 2a and 2b at one end of one formwork body A and B are joined, the other formwork bodies A' and B' are attached. Position the ends, align the vertical bars 2n at the terminals with the inner side of the vertical bars 2b of one of the formwork bodies A and B, and place one of the formwork bodies A in the recesses of the engagement protrusions 4, 4. , B are engaged, and the horizontal stripes of the bulging portion 3 and the straight vertical bars 1 of the other formwork bodies A' and B' are superimposed vertically.
As a result, a gap a is formed between the bulge portion 3 and the overlapping longitudinal stripes 1. Then, a fourth
~ As shown in Figure 6, if the anchor bars 6 are inserted, one formwork body A, B and the other formwork body A',
This means that it can be integrally combined with B′.

第4図は、法枠等の直状部分を施工する場合の
型枠組付け例を示したもので、この場合は平板状
の型枠体A,Aを使用し、前記の要領で型枠体
A,Aを互いに結合し、その結合したものを所要
の間隔をおいて平行に対立させ、例えば図示のよ
うに、両端部に二又状の鉤片8,8を設けた連結
材7,7を使用し、二又内に縦筋2,2を嵌合し
鉤片8,8を横筋1,1に係合して、対向した型
枠体A,Aを連結するのである。そして、対向し
た型枠体A,A間に主筋9,9を配設し、型枠体
A,A間にコンクリートやモルタル等のコンクリ
ート類10を打設すると共に、型枠体A,Aの外
側からもコンクリート類10を吹付けて、第6図
のように型枠体A,Aをコンクリート10中に埋
設するのである。
Figure 4 shows an example of assembling formwork when constructing a straight part such as a legal framework. In this case, flat formwork bodies A and A are used, and the formwork is assembled as described above. Connecting members 7, 7 in which A and A are connected to each other, and the connected parts are opposed in parallel at a required interval, and for example, as shown in the figure, bifurcated hook pieces 8, 8 are provided at both ends. The vertical reinforcements 2, 2 are fitted into the forks, and the hook pieces 8, 8 are engaged with the horizontal reinforcements 1, 1, thereby connecting the opposed form bodies A, A. Then, main reinforcements 9, 9 are arranged between the opposed form bodies A, A, and concrete 10 such as concrete or mortar is poured between the form bodies A, A. Concrete 10 is also sprayed from the outside, and the form bodies A, A are buried in the concrete 10 as shown in FIG.

第5図は、第2図のL形板状形枠体B,Bを使
用して、法枠等の交差部分を施工する場合の型枠
組付け例を示したもので、4個の型枠体B,Bを
互いにそれらの屈折した頂部5,5を対向して配
置し、隣接の型枠体B,B同志を前記の連結材
7,7によつて連結する。そして、各型枠体B,
Bの各端部には、他の同種の型枠体Bまたは異種
の型枠体Aを先に示した要領によつて結合するの
である。
Figure 5 shows an example of formwork assembly when constructing intersections such as legal frames using the L-shaped plate-shaped frames B and B shown in Figure 2. The bodies B, B are arranged with their bent tops 5, 5 facing each other, and the adjacent formwork bodies B, B are connected by the above-mentioned connecting members 7, 7. And each form body B,
Another mold body B of the same type or a mold body A of a different type is connected to each end of B in the manner described above.

また、法枠等のT字状の交差部分を施工する場
合は平板状の型枠体A,AとL形板状の型枠体
B,Bとを適宜組合せて型枠組みをすればよい。
Further, when constructing a T-shaped intersection such as a legal frame, the formwork may be formed by appropriately combining the flat formwork bodies A, A and the L-shaped formwork bodies B, B.

〔考案の効果〕[Effect of idea]

以上説明したように、本考案の型枠体は、一端
部に、水平方向に屈曲した膨出部を設けると共
に、他端の内方位置に、前記膨出部と同方向に屈
曲した小さな係合突部を設けて横筋を形成し、該
横筋の多数を上下に間隔をおいて配列し、それら
横筋を、前記膨出部の膨出側において、両端末部
と膨出部及び係合突部の内方基部と中間部複数個
所に配置の縦筋により結合し、全体に平板状に形
成した構成のもの、及び、この型枠体を横筋のほ
ぼ中央部から屈折して、全体にL形板状に形成し
た構成のものであるから、次のような優れた効果
を奏するものである。
As explained above, the formwork of the present invention has a bulge bent in the horizontal direction at one end, and a small retainer bent in the same direction as the bulge at the inner position of the other end. A mating protrusion is provided to form a transverse stripe, a large number of the transverse stripes are arranged vertically at intervals, and the transverse stripes are connected to both end portions, the protrusion, and the engaging protrusion on the bulge side of the bulge. The inner base of the frame and the middle part are connected by vertical bars placed at multiple locations, and the entire formwork is formed into a flat plate, and this formwork is bent from approximately the center of the horizontal bars to form an L shape as a whole. Since it has a plate-like configuration, it has the following excellent effects.

(1) 型枠体は、多数の横筋と縦筋とを格子状に交
差結合した構造であるから、軽量で強度、剛性
に優れ、取扱いが容易であると共に、大断面の
法枠に対しても、他にバタ材その他の補強材等
を用いる必要がない。
(1) The formwork body has a structure in which a large number of horizontal reinforcements and vertical reinforcements are cross-connected in a lattice shape, so it is lightweight, has excellent strength and rigidity, is easy to handle, and is suitable for large cross-section slope frames. Also, there is no need to use batten or other reinforcing materials.

(2) 型枠体の継ぎ合せは、型枠体の一端部に設け
た膨出部と他方の型枠体の他端部に設けた係合
突部を利合して接合し、膨出部と他方の型枠体
の横筋との間にアンカー筋を挿入することによ
り結着できるので、型枠体相互の結合力及び型
枠体と地盤との結合力が大であると共に、寸法
精度の高い型枠組付けができ、したがつて、型
枠体を埋設したコンクリート法枠等が精度、及
び仕上りよくできる。
(2) Formwork bodies are joined by taking advantage of the bulging part provided at one end of the formwork body and the engaging protrusion provided at the other end of the other formwork body, and By inserting anchor reinforcements between the two formwork bodies and the horizontal reinforcement of the other formwork body, the bonding force between the formwork bodies and the formwork body and the ground is large, and dimensional accuracy is achieved. It is possible to assemble the formwork with a high degree of accuracy, and therefore, the concrete framework etc. in which the formwork body is buried can be made with good accuracy and finish.

(3) 膨出部及び係合突部は、直状の横筋を縦筋で
結合した後、プレスするだけでも形成できるの
で、製作が容易で安価に提供することができ
る。
(3) The bulging portion and the engaging protrusion can be formed simply by joining straight horizontal stripes with vertical stripes and then pressing, so they can be easily manufactured and provided at low cost.

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

第1図は本考案の第1態様の一実施例を示した
斜視図、第2図は同第2態様の一実施例を示した
斜視図、第3図は型枠体相互の結合状態を説明す
る斜視図、第4図は型枠体の組付け例を示した平
面図、第5図は同他の例を示した平面図、第6図
は本考案型枠体により施工したコンクリート構造
物を示した縦断面図である。 A……平板状型枠体、B……L形板状型枠体、
1……横筋、2……縦筋、3……膨出部、4……
係合突部、5……屈折頂部、6……アンカー筋、
7……連結材、9……主筋、10……コンクリー
ト類。
Fig. 1 is a perspective view showing an embodiment of the first aspect of the present invention, Fig. 2 is a perspective view showing an embodiment of the second aspect of the invention, and Fig. 3 shows how the formwork bodies are connected to each other. A perspective view for explanation, FIG. 4 is a plan view showing an example of how the formwork is assembled, FIG. 5 is a plan view showing another example, and FIG. 6 is a concrete structure constructed using the formwork of the present invention. It is a longitudinal cross-sectional view showing the object. A...Flat-shaped formwork body, B...L-shaped plate-like formwork body,
1...Horizontal stripe, 2...Vertical stripe, 3...Bulge, 4...
Engagement protrusion, 5... Bent top, 6... Anchor muscle,
7... Connecting material, 9... Main reinforcement, 10... Concrete.

Claims (1)

【実用新案登録請求の範囲】 (1) 一端部に、水平方向に屈曲した膨出部を設け
ると共に、他端の内方位置に、前記膨出部と同
方向に屈曲した小さな係合突部を設けて横筋を
形成し、該横筋の多数を上下に間隔をおいて配
列し、それら横筋を、前記膨出部の膨出側にお
いて、両端末部と膨出部及び係合突部の内方基
部と中間部複数個所に配置の縦筋により結合
し、全体に平板状に形成したことを特徴とす
る、埋込用コンクリート型枠体。 (2) 各横筋のほぼ中央部から屈折して、全体にL
形板状に形成したことを特徴とする、実用新案
登録請求の範囲第1項記載の埋込用コンクリー
ト型枠体。
[Claims for Utility Model Registration] (1) One end is provided with a horizontally bent bulge, and the other end is provided with a small engagement protrusion bent in the same direction as the bulge. are provided to form transverse stripes, a large number of the transverse stripes are arranged vertically at intervals, and the transverse stripes are arranged on the bulge side of the bulge portion between both end portions and the inside of the bulge portion and the engaging protrusion. 1. A concrete formwork body for embedding, characterized in that it is connected by vertical reinforcements placed at multiple locations at the base and middle parts, and is formed into a flat plate shape as a whole. (2) Bends from approximately the center of each transverse muscle, making the entire L
The concrete form body for embedding according to claim 1, which is characterized in that it is formed into a plate shape.
JP8648188U 1988-06-29 1988-06-29 Expired JPH0452277Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8648188U JPH0452277Y2 (en) 1988-06-29 1988-06-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8648188U JPH0452277Y2 (en) 1988-06-29 1988-06-29

Publications (2)

Publication Number Publication Date
JPH026747U JPH026747U (en) 1990-01-17
JPH0452277Y2 true JPH0452277Y2 (en) 1992-12-09

Family

ID=31311121

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8648188U Expired JPH0452277Y2 (en) 1988-06-29 1988-06-29

Country Status (1)

Country Link
JP (1) JPH0452277Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2700096B2 (en) * 1994-06-06 1998-01-19 有限会社奥山土木技術工業 Concrete formwork

Also Published As

Publication number Publication date
JPH026747U (en) 1990-01-17

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