JPH0160618B2 - - Google Patents

Info

Publication number
JPH0160618B2
JPH0160618B2 JP20394682A JP20394682A JPH0160618B2 JP H0160618 B2 JPH0160618 B2 JP H0160618B2 JP 20394682 A JP20394682 A JP 20394682A JP 20394682 A JP20394682 A JP 20394682A JP H0160618 B2 JPH0160618 B2 JP H0160618B2
Authority
JP
Japan
Prior art keywords
formwork
paper
reinforcing bars
unit
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.)
Expired
Application number
JP20394682A
Other languages
Japanese (ja)
Other versions
JPS5996332A (en
Inventor
Hiroyuki Shiraiwa
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.)
Honshu Paper Co Ltd
Original Assignee
Honshu Paper Co Ltd
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 Honshu Paper Co Ltd filed Critical Honshu Paper Co Ltd
Priority to JP20394682A priority Critical patent/JPS5996332A/en
Publication of JPS5996332A publication Critical patent/JPS5996332A/en
Publication of JPH0160618B2 publication Critical patent/JPH0160618B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Description

【発明の詳細な説明】 本発明は法面上に型枠を形成し、その型枠内に
コンクリートまたはモルタルを打設して法枠を形
成するようにした法面保護工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slope protection method in which a formwork is formed on a slope and concrete or mortar is poured into the formwork to form a slope.

型枠を用いて法枠を形成する工法は種々知られ
ている。しかしながら、従来の工法の多くは、法
面上に型枠を設置し、型枠の間に配筋を施して型
枠を連結するようにしていたので現場における組
立て作業が手間取り時間がかかる欠点があつた。
また、あらかじめ型枠をスペーサ等によつて連結
しておき、それを現場に運ぶ場合には型枠がかさ
ばる形態をなすので運搬が困難であつた。
Various construction methods are known for forming a legal framework using formwork. However, in many of the conventional construction methods, formwork is installed on the slope and reinforcement is placed between the formworks to connect the formworks, which has the disadvantage that assembly work on site is laborious and time-consuming. It was hot.
Furthermore, if the formwork is connected in advance with spacers or the like and then transported to the site, the formwork is bulky and difficult to transport.

したがつて、本発明の目的は、型枠の現場への
運搬がし易く、かつ、現場における型枠の組立て
作業が容易な法面保護工法を提供することにあ
る。
Therefore, an object of the present invention is to provide a slope protection method that allows the formwork to be easily transported to the site and the formwork to be assembled at the site.

本発明によれば、両端縁部を折り曲げ自在とさ
れた一対の紙型枠を複数の補強筋によつて枢動自
在に連結して型枠ユニツトを準備し、該型枠ユニ
ツトを広げて前記補強筋を連結棒にて斜めに連結
して該型枠ユニツトを広げた状態に固定し、多数
の型枠ユニツトを法面上に配置し、前記紙型枠の
両端縁部を所定角度に折り曲げて連結部材で連結
し、前記一対の紙型枠の間にコンクリートまたは
モルタルを打設するようにしている。
According to the present invention, a formwork unit is prepared by pivotally connecting a pair of paper formworks whose ends are bendable by a plurality of reinforcing bars, and the formwork unit is expanded to form the above-mentioned paper formwork. The formwork units are fixed in an expanded state by connecting reinforcing bars diagonally with connecting rods, a large number of formwork units are placed on a slope, and both end edges of the paper formwork are bent at a predetermined angle. They are connected by a connecting member, and concrete or mortar is poured between the pair of paper forms.

したがつて、型枠ユニツトは補強筋の連結部分
を枢動させることにより折り畳むことができ、コ
ンパクトな形状で現場に運ぶことができる。ま
た、現場においては、型枠ユニツトを広げて連結
棒で広げた状態に固定し、紙型枠の両端縁部を連
結部材で連結するだけで型枠を組立てることがで
きるので作業が容易である。さらに、型枠ユニツ
トにあらかじめ設けた補強筋や型枠ユニツトを広
げた状態に固定する連結棒によつて配筋がなされ
るので、現場における配筋作業も大幅に簡略化す
ることができる。
Therefore, the formwork unit can be folded up by pivoting the connecting parts of the reinforcing bars and can be transported to the site in a compact form. In addition, on-site work is easy because the formwork can be assembled simply by spreading out the formwork unit, fixing it in the spread state with connecting rods, and connecting both ends of the paper formwork with connecting members. . Further, since the reinforcement is arranged using reinforcing bars provided in advance on the formwork unit and connecting rods that fix the formwork unit in an expanded state, the reinforcement work on site can be greatly simplified.

以下、本発明の実施例を添付した図面により説
明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図に示すように、強化段ボール紙等からな
る一対の紙型枠1,1を用意し、それらの両端縁
1a…を折り曲げ自在としておく。二本の横筋
2,2と二本の縦筋3,3とを井桁状に組みそれ
らの交差部を溶接し、かつ、横筋2,2の両端部
をL字状に折曲してなる補強筋4を用意する。そ
して、3組の補強筋4を紙型枠1,1の間に所定
間隔をおいて配置する。紙型枠1,1の横筋2の
両端折曲部が当接する部分には留金具5を設け
る。この留金具5は、第2図および第3図に示す
ように、取付板6の中央部にバネ性を有するフツ
ク7を突設し、フツク7の基部には切欠き部8を
形成し、かつ、取付板6の両端部に筒状リブ9,
9を形成してなつている。そして、紙型枠1,1
の外側より透孔10を通してフツク7を挿入し、
かつ、その透孔10の両側に設けられた丸孔1
1,11に筒状リブ9,9を嵌着することにより
留金具5を紙型枠1,1に取付ける。さらに、補
強筋4の横筋2の両端折曲部をそれぞれ留金具5
のフツク7に嵌入することにより紙型枠1,1を
枢動自在に連結して型枠ユニツト12を構成す
る。したがつて、横筋2の両端折曲部を枢動させ
ることにより型枠ユニツト12は折り畳むことが
できる。
As shown in FIG. 1, a pair of paper forms 1, 1 made of reinforced corrugated paper or the like are prepared, and both edges 1a of the forms are made bendable. Reinforcement made by assembling two horizontal reinforcements 2, 2 and two vertical reinforcements 3, 3 in a grid pattern, welding their intersections, and bending both ends of the horizontal reinforcements 2, 2 into an L-shape. Prepare the muscle 4. Three sets of reinforcing bars 4 are placed between the paper forms 1, 1 at predetermined intervals. Fasteners 5 are provided at the portions where the bent portions at both ends of the horizontal stripes 2 of the paper forms 1, 1 come into contact. As shown in FIGS. 2 and 3, this fastener 5 has a hook 7 having spring properties protruding from the center of a mounting plate 6, and a notch 8 formed at the base of the hook 7. In addition, cylindrical ribs 9 are provided at both ends of the mounting plate 6.
It curves to form a 9. And paper formwork 1,1
Insert the hook 7 through the through hole 10 from the outside of the
And round holes 1 provided on both sides of the through hole 10
The fastener 5 is attached to the paper forms 1, 1 by fitting the cylindrical ribs 9, 9 to the paper forms 1, 11. Furthermore, the bent portions at both ends of the horizontal reinforcement 2 of the reinforcing reinforcement 4 are attached to the respective fasteners 5.
By fitting into the hook 7 of the paper formwork 1, the paper forms 1, 1 are pivotally connected to form a formwork unit 12. Therefore, the formwork unit 12 can be folded by pivoting the bent portions at both ends of the transverse reinforcement 2.

一方、隣接する補強筋4の縦筋3のうち第1図
に示した状態で斜め方向に位置するものを連結す
る連結棒13を用意しておく。この連結棒13は
両端部を屈曲させてなる環状部14,14を有
し、その環状部14,14を縦筋3,3に挿入す
ることにより縦筋3,3をはすかい状に連結し、
型枠ユニツト12を広げた状態に固定するように
なつている。
On the other hand, a connecting rod 13 is prepared to connect the longitudinal reinforcements 3 of adjacent reinforcing reinforcements 4 that are located diagonally in the state shown in FIG. 1. This connecting rod 13 has annular parts 14, 14 formed by bending both ends, and by inserting the annular parts 14, 14 into the vertical bars 3, 3, the vertical bars 3, 3 are connected in a spiral shape. death,
The formwork unit 12 is fixed in an expanded state.

そして、型枠ユニツト12を多数折り畳み、か
つ、連結棒13を多数束ねて現場に運び、現場に
おいて型枠ユニツト12を広げて斜め方向に位置
する縦筋3,3を連結棒13で連結して型枠ユニ
ツト12を広げた状態に固定する。
Then, a large number of formwork units 12 are folded and a large number of connecting rods 13 are bundled together and transported to the site, where the formwork units 12 are unfolded and the vertical bars 3, 3 located diagonally are connected with the connecting rods 13. The formwork unit 12 is fixed in an expanded state.

次に、各型枠ユニツト12を法面上に配置す
る。その場合、例えば格子状の法枠を形成する場
合には、各型枠ユニツト12がほぼ正方形状の枠
の一辺を構成するように配列する。そして、第4
図に示すように、紙型枠1の端縁1aを外方に所
定角度この実施例の場合45゜に折り曲げ、隣接す
る型枠ユニツト12の間で端縁1a,1aを突き
合わせる。この場合、各紙型枠1,1には透孔1
5,15が形成され、かつ、各端縁1a,1aに
は切欠き溝16,16が形成されていて、切欠き
溝16,16は互いに適合する位置にある。これ
らの端縁1a,1aは連結部材で接続するのであ
るが、この実施例において連結部材は、第4図に
示すように連結板17と、押え金具20,21
と、3つの楔22とからなつている。連結板17
は両端部が所定角度この実施例の場合45゜に折曲
されており、紙型枠1,1の端縁1a,1aの外
側に添設されるようになつている。そして、連結
板17の両端部には紙型枠1,1の透孔15,1
5に対応する透孔18,18が穿設されており、
かつ、連結板17の中央部には端縁1a,1aの
切欠き溝16,16に対応する透孔19が穿設さ
れている。また、押え金具20は、中央にU字状
の屈曲部20aが設けられている。さらに、押え
金具21は、中央部にU字状の屈曲部21aが設
けられ、両端部21b,21bは所定角度この実
施例の場合45゜に折曲されていて、紙型枠1,1
の端縁1a,1aの内側に添設されるようになつ
ている。そして、押え金具20の屈曲部20aを
紙型枠1,1の透孔15,15および連結板17
の透孔18,18にそれぞれ挿入し、それらの外
側突出部に楔22,22を差し込んで押え金具2
0,20を固定する。同様にして、押え金具21
の屈曲部21aを端縁1a,1aの切欠き溝1
6,16および連結板17の透孔19に挿入し、
その外側突出部に楔22を差し込んで押え金具2
1を固定する。これによつて、第5図に示すよう
に、紙型枠1,1の端縁1a,1aは、連結板1
7と押え金具20,21とによつて挾持されしつ
かりと連結される。なお、押え金具20,21の
各屈曲部20a,21bの基部には、第6図に示
すような環状の溝部23を形成しておく。
Next, each formwork unit 12 is placed on the slope. In that case, for example, when forming a lattice-like legal frame, each formwork unit 12 is arranged so as to constitute one side of a substantially square frame. And the fourth
As shown in the figure, the edges 1a of the paper form 1 are bent outward at a predetermined angle of 45 degrees in this embodiment, and the edges 1a are abutted between adjacent form units 12. In this case, each paper formwork 1, 1 has 1 through hole.
5, 15 are formed, and notch grooves 16, 16 are formed in each end edge 1a, 1a, and the notch grooves 16, 16 are located at mutually compatible positions. These edges 1a, 1a are connected by a connecting member, and in this embodiment, the connecting member is a connecting plate 17 and presser fittings 20, 21, as shown in FIG.
and three wedges 22. Connecting plate 17
Both ends are bent at a predetermined angle, 45 degrees in this embodiment, and are attached to the outside of the edges 1a, 1a of the paper forms 1, 1. At both ends of the connecting plate 17, through holes 15, 1 of the paper forms 1, 1 are provided.
Through holes 18, 18 corresponding to 5 are bored,
In addition, a through hole 19 corresponding to the notch grooves 16, 16 of the end edges 1a, 1a is bored in the center of the connecting plate 17. Further, the presser metal fitting 20 is provided with a U-shaped bent portion 20a at the center. Furthermore, the presser metal fitting 21 is provided with a U-shaped bent part 21a in the center, and both end parts 21b, 21b are bent at a predetermined angle of 45 degrees in this embodiment.
It is adapted to be attached to the inner side of the end edges 1a, 1a. Then, the bent portion 20a of the presser metal fitting 20 is connected to the through holes 15, 15 of the paper forms 1, 1 and the connecting plate 17.
into the through holes 18, 18 respectively, and insert the wedges 22, 22 into the outer protrusions of the presser metal fittings 2.
Fix 0,20. Similarly, presser metal fitting 21
The bent portion 21a of the edge 1a, the notch groove 1 of 1a
6, 16 and the through hole 19 of the connecting plate 17,
Insert the wedge 22 into the outer protrusion and press the presser metal fitting 2.
Fix 1. As a result, as shown in FIG. 5, the edges 1a, 1a of the paper forms 1, 1
7 and presser metal fittings 20 and 21, and are firmly connected. Incidentally, an annular groove 23 as shown in FIG. 6 is formed at the base of each bent portion 20a, 21b of the presser fittings 20, 21.

このようにして、紙型枠1の端縁1aを順次連
結していくことにより、第7図に示すような格子
状の型枠24を形成することができる。この場
合、型枠ユニツト12が十字状に連結された部分
には、図中想像線で示すような十字状の連結金具
25を配設してもよい。また、法面に打ち込まれ
たアンカーボルト等を補強筋4に固着して型枠2
4を枠面上にしつかりと固定することが好まし
い。さらに、必要に応じて型枠24の長手方向に
主筋を配設して配筋構造をより強化してもよい。
In this way, by sequentially connecting the edges 1a of the paper form 1, a lattice form 24 as shown in FIG. 7 can be formed. In this case, a cross-shaped connecting fitting 25 as shown by imaginary lines in the figure may be provided at the portion where the formwork units 12 are connected in a cross shape. In addition, anchor bolts etc. driven into the slope are fixed to the reinforcing bars 4 and the formwork 2
4 is preferably firmly fixed on the frame surface. Furthermore, if necessary, main reinforcing bars may be provided in the longitudinal direction of the formwork 24 to further strengthen the reinforcing structure.

そして、出来上つた型枠24の一対の紙型枠
1,1で挾まれた部分に、コンクリートまたはモ
ルタルを吹付け等の手段により打設して法枠を形
成する。したがつて、補強筋4や連結棒13はコ
ンクリートまたはモルタルに埋設される。そし
て、楔22を引き抜いて連結板17を取外し、ハ
ンマー等により押え金具20,21の屈曲部20
a,21aをたたいて環状の溝部23にて屈曲部
20a,21aを折り取る。さらに、取付板6を
ハンマー等でたたいてフツク7の切欠部8にて取
付板6を折り取る。最後に紙型枠1は引きはがし
てもよく、あるいはそのまま放置して法枠の凹部
26内に入れられる客土等に埋設し、土中成分と
して消化させてもよい。
Then, concrete or mortar is poured into the portion of the completed formwork 24 sandwiched between the pair of paper formworks 1, 1 by means such as spraying to form a legal frame. Therefore, the reinforcing bars 4 and the connecting rods 13 are buried in concrete or mortar. Then, pull out the wedge 22, remove the connecting plate 17, and use a hammer or the like to
a, 21a and break off the bent portions 20a, 21a at the annular groove 23. Furthermore, the mounting plate 6 is struck with a hammer or the like to break off the mounting plate 6 at the notch 8 of the hook 7. Finally, the paper form 1 may be peeled off, or it may be left as is and buried in soil, etc. placed in the recess 26 of the legal frame, and digested as a component in the soil.

なお、前記実施例では、格子状の法枠を形成す
るようにしているが、紙型枠1の端縁1aを60゜
折り曲げて連結することにより三角形状の法枠を
形成することも可能である。
In the above embodiment, a lattice-shaped legal frame is formed, but it is also possible to form a triangular legal frame by bending the edges 1a of the paper forms 1 by 60 degrees and connecting them. be.

以上説明したように、本発明によれば両端縁部
を折り曲げ自在とされた一対の紙型枠を複数の補
強筋によつて枢動自在に連結して型枠ユニツトを
準備するようにしたので、型枠ユニツトを折り畳
んでコンパクトな状態で現場に運ぶことができ
る。また、型枠ユニツトを広げて補強筋を連結棒
にて斜めに連結して型枠ユニツトを広げた状態に
固定し、多数の型枠ユニツトを法面上に配置し、
紙型枠の両端縁部を所定角度に折り曲げて連結部
材で連結するようにしたので、現場における型枠
の組立て作業が容易である。さらに、一対の紙型
枠の間にコンクリートまたはモルタルを打設する
際、補強筋や連結棒が配筋構造をなすので、配筋
作業も大幅に簡略化することができる。さらにま
た、紙型枠の端縁を所定角度に折り曲げて連結す
るので、法枠の凹部の角部が面取りされ、美観の
点でも好ましい形状となる。
As explained above, according to the present invention, a formwork unit is prepared by pivotally connecting a pair of paper formworks whose ends are bendable by a plurality of reinforcing bars. The formwork unit can be folded and transported to the site in a compact state. In addition, the formwork unit is spread out and the reinforcing bars are connected diagonally with connection rods to fix the formwork unit in the spread out state, and a large number of formwork units are placed on the slope.
Since both end edges of the paper form are bent at a predetermined angle and connected by a connecting member, assembly of the form on site is easy. Furthermore, when pouring concrete or mortar between a pair of paper forms, reinforcing bars and connecting rods form a reinforcement structure, which greatly simplifies reinforcement work. Furthermore, since the edges of the paper forms are bent at a predetermined angle and connected, the corners of the recesses of the legal frame are chamfered, resulting in a shape that is aesthetically pleasing.

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

第1図は型枠ユニツトの斜視図、第2図は前記
型枠ユニツトに用いられる留金具の斜視図、第3
図は前記留金具のフツクの拡大斜視図、第4図は
連結部材の分解斜視図、第5図は前記連結部材に
よつて連結した状態を示す斜視図、第6図は前記
連結部材に用いられる押え金具の屈曲部を示す平
面図、第7図は型枠を示す斜視図である。 1…紙型枠、1a…端縁、2…横筋、3…縦
筋、4…補強筋、5…留金具、12…型枠ユニツ
ト、13…連結棒、14…環状部、17…連結
板、20,21…押え金具、20a,21a…屈
曲部、22…楔、24…型枠。
Figure 1 is a perspective view of the formwork unit, Figure 2 is a perspective view of a fastener used in the formwork unit, and Figure 3 is a perspective view of the formwork unit.
FIG. 4 is an exploded perspective view of the connecting member, FIG. 5 is a perspective view showing a state connected by the connecting member, and FIG. 6 is a perspective view of the hook of the fastener. FIG. 7 is a plan view showing the bent portion of the presser fitting, and FIG. 7 is a perspective view showing the formwork. DESCRIPTION OF SYMBOLS 1... Paper formwork, 1a... Edge, 2... Horizontal reinforcement, 3... Vertical reinforcement, 4... Reinforcement bar, 5... Fastener, 12... Formwork unit, 13... Connecting rod, 14... Annular part, 17... Connecting plate , 20, 21... Presser fitting, 20a, 21a... Bent part, 22... Wedge, 24... Formwork.

Claims (1)

【特許請求の範囲】[Claims] 1 両端縁部を折り曲げ自在とされた一対の紙型
枠を複数の補強筋によつて枢動自在に連結して型
枠ユニツトを準備し、該型枠ユニツトを広げて前
記補強筋を連結棒にて斜めに連結して該型枠ユニ
ツトを広げた状態に固定し、多数の型枠ユニツト
を法面上に配置し、前記紙型枠の両端縁部を所定
角度に折り曲げて連結部材で連結し、前記一対の
紙型枠の間にコンクリートまたはモルタルを打設
することを特徴とする法面保護工法。
1. A formwork unit is prepared by pivotally connecting a pair of paper formworks whose ends are bendable by a plurality of reinforcing bars, and the formwork unit is expanded and the reinforcing bars are connected to the connecting rods. The formwork units are fixed in an expanded state by connecting them diagonally with the paper formwork, placing a large number of formwork units on a slope, bending both ends of the paper formwork at a predetermined angle, and connecting them with a connecting member. A slope protection construction method characterized in that concrete or mortar is poured between the pair of paper forms.
JP20394682A 1982-11-20 1982-11-20 Slope protection work Granted JPS5996332A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20394682A JPS5996332A (en) 1982-11-20 1982-11-20 Slope protection work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20394682A JPS5996332A (en) 1982-11-20 1982-11-20 Slope protection work

Publications (2)

Publication Number Publication Date
JPS5996332A JPS5996332A (en) 1984-06-02
JPH0160618B2 true JPH0160618B2 (en) 1989-12-25

Family

ID=16482291

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20394682A Granted JPS5996332A (en) 1982-11-20 1982-11-20 Slope protection work

Country Status (1)

Country Link
JP (1) JPS5996332A (en)

Also Published As

Publication number Publication date
JPS5996332A (en) 1984-06-02

Similar Documents

Publication Publication Date Title
JP5559461B2 (en) Concrete wall formwork module
US5079890A (en) Space frame structure and method of constructing a space frame structure
JPH0160618B2 (en)
JPH0519384Y2 (en)
JP4285826B2 (en) Half PC member and method for constructing floor slab and wall using the same
JPS6223869Y2 (en)
JP2737099B2 (en) Construction method of underground beam reinforcing bars and underground beams
JPS6223866Y2 (en)
JPS6223867Y2 (en)
JPH11117333A (en) Construction method of concrete structure and form therefor
JPS6223870Y2 (en)
JPS6115084Y2 (en)
JPS6241076Y2 (en)
JPH0714432Y2 (en) Foundation frame
JPH044033Y2 (en)
JPS5856265Y2 (en) Reinforcement structure unit
JP2743003B2 (en) Recessed formwork equipment for concrete formwork construction and its construction method.
JPH0352822Y2 (en)
JP3744922B2 (en) PC foundation beam member and its connection structure
JPS5924711Y2 (en) Assembly frame for tank installation
JPH0617482A (en) Permanent form made of steel plate for construction
JPS644920Y2 (en)
JPH0860673A (en) Slope frame form and slope frame construction method
JPH04261915A (en) Slope frame constructing block and method for constructing slope frame thereof
JPH0352916Y2 (en)