JPH0441724B2 - - Google Patents
Info
- Publication number
- JPH0441724B2 JPH0441724B2 JP62123167A JP12316787A JPH0441724B2 JP H0441724 B2 JPH0441724 B2 JP H0441724B2 JP 62123167 A JP62123167 A JP 62123167A JP 12316787 A JP12316787 A JP 12316787A JP H0441724 B2 JPH0441724 B2 JP H0441724B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- slope
- frame
- reinforcing bars
- legal
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、法面保護の為に施工する法枠の施工
方法の発明に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing a slope frame for protecting a slope.
(従来の技術) 法枠工法には各種のものが提案されている。(Conventional technology) Various methods have been proposed for the method of construction.
これらの代表的なものは、一つは両側型枠が金
網状で、これらを横副筋で連結し、更に横副筋と
鉄筋を連結して格子枠を形成し、この型枠内にモ
ルタル又はコンクリートを吹き付けて法枠を形成
するもの、もう一つは、耐水性のダンボールもし
くはプラスチツクで型枠を形成し、型枠内にモル
タル又はコンクリートを吹き付けて法枠を形成す
るもの、とこの二つが代表的なものである。 One of the most typical of these is that the formwork on both sides is shaped like a wire mesh, which are connected by horizontal sub-reinforcements, and the horizontal sub-bars and reinforcing bars are further connected to form a lattice frame, and mortar is placed inside this formwork. Or, one method is to form a legal frame by spraying concrete, and the other is to form a formwork from water-resistant cardboard or plastic, and then form a legal frame by spraying mortar or concrete into the formwork. This is a typical example.
これらの代表的な法枠工法にはそれぞれ長所も
あれば、短所もある。 Each of these typical sill construction methods has its advantages and disadvantages.
仕上り後の法枠の規格及び美観の点では、耐水
性ダンボールあるいはプラスチツクの型枠による
法枠の方がすぐれているが、これらは、モルタル
又はコンクリートの吹き付け時に発生するリバウ
ンドが飛散できないので、法枠がサンドポケツト
状となり、強度のでない法枠となつて、中に位置
した鉄筋も腐食してくる為、安定基盤としては構
造力学上問題がある。 In terms of the standards and aesthetics of the finished legal framework, a legal framework made of water-resistant cardboard or plastic formwork is superior, but these do not allow the rebound generated when mortar or concrete is sprayed to scatter, The frame becomes a sandpocket-like frame with no strength, and the reinforcing bars located inside corrode, which poses problems in terms of structural mechanics as a stable foundation.
その点、金網を横副筋で連結させた型枠を用い
た場合は、法枠の仕上りの美観は落ちるが、両側
枠が透き間すなわちエアー抜きを有する為、リバ
ウンドが金網の目から飛散してしまい、法面に強
度のある法枠を形成することができ、構造力学上
の問題はない。 On the other hand, if a formwork in which wire mesh is connected with horizontal sub-reinforcements is used, the aesthetic appearance of the finished frame will be degraded, but since the frames on both sides have gaps or air bleeds, rebound will scatter through the mesh of the wire mesh. It is possible to form a strong slope frame on the slope surface, and there are no problems in terms of structural mechanics.
(発明が解決しようとする問題点)
本発明は、これらの法枠工法のうち、構造力学
上問題のない、両側が金網である型枠による法枠
工法を改良せんとするもので、すなわち、従来の
金網型枠の持つていた問題点を改良しようとする
ものである。(Problems to be Solved by the Invention) The present invention aims to improve the method of constructing a method using a formwork with wire mesh on both sides, which poses no problem in terms of structural mechanics. This is an attempt to improve the problems that conventional wire mesh forms had.
従来の金網型枠は、両側型枠が横副筋で連結さ
れており、更にその横副筋に鉄筋を連結させるも
のである為、両側型枠と鉄筋が一体になる点はよ
いが、両側型枠と鉄筋の組み立て及び相互の連結
作業等の施工が極めて煩雑であつて、しかも、型
枠を法面に沿わせようとすると、鉄筋を沿わすこ
とが難しく、鉄筋を法面に沿わせようとすると、
型枠が浮き上がつて法面に沿わないという問題が
あつた。 In conventional wire mesh formwork, the formwork on both sides is connected by horizontal sub-rebars, and the reinforcing bars are further connected to the horizontal sub-bars. Construction work such as assembling the formwork and reinforcing bars and connecting them to each other is extremely complicated.Moreover, when trying to align the formwork along the slope, it is difficult to align the reinforcing bars, and it is difficult to align the reinforcing bars along the slope. If you try,
There was a problem with the formwork lifting up and not following the slope.
以上のように、従来の金網型枠による法枠工法
は、施工性の問題と、法面の凹凸に沿いにくいと
いう二つの大きな欠点を有していた。 As described above, the conventional slope construction method using wire mesh formwork has two major drawbacks: workability and difficulty following the unevenness of the slope.
本発明者らは、法面保護工事に従事し、研究を
行なつている者であるが、以上の金網型枠の欠点
を解決せんと鋭意研究を進めた結果、金網型枠の
中に、低スランプのモルタル又はコンクリートを
吹き付けて形成する型枠の場合は、金網型枠自体
にはモルタル等の加重が掛からず、横副筋の要素
が不要である点に想到して本発明に到達した。 The present inventors, who are engaged in slope protection construction and conducting research, have conducted intensive research to solve the above-mentioned drawbacks of wire mesh formwork. In the case of formwork formed by spraying low-slump mortar or concrete, the wire mesh formwork itself is not subject to the load of mortar, etc., and the present invention was achieved based on the idea that horizontal sub-reinforcement elements are not required. .
(問題点を解決する為の手段)
すなわち本発明は、法面に1本ないし数本の鉄
筋を格子状に配筋し、大きい目合いを有する天井
部面と細かい目合いを有する両側脚部面とを同一
線材で一体的に成形してなる型枠であつて端面形
状が略逆U字型であるカブセ型枠を、前記鉄筋を
覆うように配設して格子枠を形成し、前記格子枠
の上から低スランプのモルタル又はコンクリート
を吹付けて法枠を形成することを特徴とする法枠
の施工方法である。(Means for Solving the Problems) That is, the present invention arranges one or several reinforcing bars in a lattice pattern on a slope, and creates a ceiling surface with large openings and both side legs with fine openings. A lattice frame is formed by disposing an overlap formwork whose end face shape is approximately inverted U-shape and which is formed integrally with the same wire rod so as to cover the reinforcing bars, and This method of constructing a legal frame is characterized by forming the legal frame by spraying low-slump mortar or concrete from above the lattice frame.
(実施例)
法面30に、φ10mm前後の鉄筋1を4本、フー
プ筋2の四隅に位置するようにして、格子状に配
筋し、重なり合う部分は針金等で結束し、アンカ
ーピン等3で固定してゆく。(Example) On the slope 30, four reinforcing bars 1 with a diameter of around 10 mm are placed at the four corners of the hoop bars 2, arranged in a grid pattern, the overlapping parts are tied with wire, etc., and anchor pins, etc. Fix it with.
鉄筋は通常4本用いるが、強度を相当に要求さ
れる場合は、時として、2本づつ3段にして6本
配筋したり、強度をさ程要求されない場合は、鉄
筋を2本あるいは1本のみ配筋する場合もある。 Normally, four reinforcing bars are used, but if a considerable degree of strength is required, sometimes six reinforcing bars are arranged in three stages of two bars each, or two or one reinforcing bars are used when strength is not so required. Sometimes only the book is reinforced.
格子状に配筋された前記鉄筋を覆うように、モ
ルタル又はコンクリートが支障なく吹き込める程
度の大きい目合いを有する天井部面4と、細かい
目合い(1cm2〜3cm2が通常であるが、時として横
長、縦長の長方形の場合もあり、形成しようとす
る法枠の断面形状がきれいに保持し得る目合い)
を有する両側脚部面5とを同一線材で一体的に成
形してある型枠であつて、端面形状が略逆U字状
であるカブセ型枠20を配設してゆく。 The ceiling surface 4 has a large opening so that mortar or concrete can be poured into it without any problem so as to cover the reinforcing bars arranged in a lattice pattern, and a fine opening (usually 1 cm 2 to 3 cm 2 ) (Sometimes it is a horizontally long or vertically long rectangle, and the shape is such that the cross-sectional shape of the frame to be formed can be maintained neatly.)
An overlapping formwork 20 is installed, which is a formwork in which both side leg surfaces 5 having a shape are integrally molded from the same wire material, and whose end face shape is approximately an inverted U-shape.
また、カブセ型枠は、法枠の縦方向の部分は長
尺の型枠にして、先に縦方向のみ配設し、横方向
の部分は、縦方向のカブセ型枠に短尺のカブセ型
枠を突き合せて格子枠を形成する方法が、施工性
が極めてよいので一般的にこの方法をとるが、こ
の方法に限られるものではない。 In addition, for the Kabuse formwork, the vertical part of the legal frame is made into a long formwork, and only the vertical direction is installed first, and the horizontal part is created by using short Kabuse formwork on the vertical Kabuse formwork. The method of butting together to form a lattice frame is generally used because it has extremely good workability, but it is not limited to this method.
尚、カブセ型枠は、配設した場合の断面形状が
台形であるのが通常であるが、他にも正方形、長
方形にすることもある。 Note that the cross-sectional shape of the overlay formwork when installed is usually trapezoidal, but it may also be square or rectangular.
以上の作業が完了したならば、カブセ型枠の上
より低スランプのモルタル又はコンクリートを吹
き付けて法枠を完成する。 Once the above work is completed, low slump mortar or concrete is sprayed over the Kabuse formwork to complete the legal form.
形成する法枠は、断面形状が法面の状況に応じ
て形成されるが、下幅20cmで上幅15cm、高さ15cm
程度のものから、下幅60cmで上幅30cm、高さが30
cmぐらいまで千差万別のものができ、法枠の大き
さは1〜2m角のものが多い。 The cross-sectional shape of the slope frame to be formed depends on the situation of the slope, but the bottom width is 20 cm, the top width is 15 cm, and the height is 15 cm.
The width is 60 cm at the bottom, the width at the top is 30 cm, and the height is 30 cm.
They can be made in a wide variety of sizes up to 1.2 cm, and the size of the frame is often 1 to 2 meters square.
この場合、モルタル又はコンクリートの吹付け
時に飛散するリバウンドが、後に行なう法枠内の
緑化工法に悪影響を与えないように、法枠で囲ま
れる緑化する部分6に、ビニールシートあるいは
紙布片等の四角い被覆体を先に張設する場合もあ
る。 In this case, in order to prevent the rebound that scatters during the spraying of mortar or concrete from having an adverse effect on the greening method that will be carried out later within the framework, the greening area 6 surrounded by the framework should be covered with vinyl sheets, pieces of paper cloth, etc. In some cases, a rectangular covering may be stretched first.
法枠が形成されたならば、法枠内を緑化する為
に、植物種子及び植生材料を動力吹付機により厚
さ5cm前後吹き付け、植生基盤層を形成したり植
生土のうを積設するのが一般的である。 Once the legal framework has been formed, in order to green the area within the legal framework, it is common to spray plant seeds and vegetation materials to a thickness of approximately 5 cm using a power sprayer to form a vegetation base layer and to lay down vegetation sandbags. It is true.
(発明の効果)
以上のように本発明は、法面に1本ないし数本
の鉄筋を格子状に配筋し、大きい目合いを有する
天井部面と細かい目合いを有する両側脚部面とを
同一線材で一体的に成形してなる型枠であつて端
面形状が略逆U字型であるカブセ型枠を、前記鉄
筋を覆うように配設して格子枠を形成し、前記格
子枠の上から低スランプのモルタル又はコンクリ
ートを吹付けて法枠を形成することを特徴とする
法枠の施工方法であるから、強度があつて、規格
を満たし、美観のある法枠を提供できる。(Effects of the Invention) As described above, the present invention arranges one or several reinforcing bars in a lattice pattern on a slope, and creates a ceiling surface with a large opening and a leg surface on both sides with a fine opening. A lattice frame is formed by arranging a cover frame formed by integrally molding the same wire material and having a substantially inverted U-shaped end face shape to cover the reinforcing bars, This method of constructing a legal frame is characterized by forming the legal frame by spraying low-slump mortar or concrete from above, so it is possible to provide a legal frame that is strong, meets standards, and has an aesthetic appearance.
しかも、カブセ型枠を用いることで従来の型枠
工法に比べて施工が極めて簡単であり、更に法面
の縦方向に長尺なカブセ型枠を用いて、横方向は
短尺なカブセ型枠を突き合せる方法をとると、
益々施工が簡単で工期を短縮できる利点を有す
る。 Furthermore, by using Kabuse formwork, construction is extremely easy compared to conventional formwork construction methods, and furthermore, by using Kabuse formwork that is long in the vertical direction of the slope, short Kabuse formwork is used in the horizontal direction. If you take the matching method,
It has the advantage of being easier to construct and shortening the construction period.
その上、従来のもののように鉄筋と型枠が一体
となつていないので、鉄筋も型枠もどちらも法面
の凹凸に沿わすことが可能で、法面と一体となつ
た法枠が提供できる。 Furthermore, unlike conventional methods, the reinforcing bars and formwork are not integrated, so both reinforcing bars and formwork can be placed along the unevenness of the slope, providing a slope that is integrated with the slope. can.
更に、型枠が同一の線材で一体的に成形されて
いることから、型枠の製造コストが低いという利
点を有していると共に、法面への配設作業時に、
法面の凹凸に沿わせる為に、型枠の両側脚部面を
屈曲あるいは切断する際に、比較的容易に作業が
できる等数々の顕著な効果を奏するのである。 Furthermore, since the formwork is integrally molded from the same wire material, it has the advantage of low manufacturing costs, and when installing it on a slope,
It has many remarkable effects, such as making it relatively easy to bend or cut both side leg surfaces of the formwork in order to follow the unevenness of the slope.
第1図はカブセ型枠を示す斜視図。第2図は本
発明の施工方法を表す断面図。第3図は格子枠を
施工したところを表す平面図。
図中1は鉄筋、2はフープ筋、3はアンカーピ
ン、4は大きい目合いを有する天井部面、5は細
かい目合いを有する両側脚部面、6は法枠で囲ま
れる部分、20はカブセ型枠、30は法面であ
る。
FIG. 1 is a perspective view showing the cover formwork. FIG. 2 is a sectional view showing the construction method of the present invention. Figure 3 is a plan view showing the lattice frame installed. In the figure, 1 is a reinforcing bar, 2 is a hoop reinforcement, 3 is an anchor pin, 4 is a ceiling surface with a large opening, 5 is a side leg surface with a fine opening, 6 is a part surrounded by a legal frame, and 20 is a The cover formwork, 30, is a slope.
Claims (1)
し、大きい目合いを有する天井部面と細かい目合
いを有する両側脚部面とを同一線材で一体的に成
形してなる型枠であつて端面形状が略逆U字型で
あるカブセ型枠を、前記鉄筋を覆うように配設し
て格子枠を形成し、前記格子枠の上から低スラン
プのモルタル又はコンクリートを吹付けて法枠を
形成することを特徴とする法枠の施工方法。 2 カブセ型枠を配設して格子枠を形成するに当
り、法面の縦方向に長尺のカブセ型枠を用い、横
方向のカブセ型枠は短尺でこれを縦方向のカブセ
型枠に突き合わせる方法を用いる特許請求の範囲
第1項の法枠の施工方法。[Claims] 1. One or several reinforcing bars are arranged in a lattice pattern on the slope, and the ceiling surface with large openings and the leg surfaces on both sides with fine openings are integrated with the same wire rod. A lattice frame is formed by disposing a cover formwork whose end face is approximately inverted U-shaped to cover the reinforcing bars, and a low slump formwork is formed from above the lattice frame. A method for constructing a legal framework, characterized by forming the legal framework by spraying mortar or concrete. 2. When forming a lattice frame by arranging overlay formwork, a long overlay formwork is used in the vertical direction of the slope, and a short horizontal overlay formwork is used as a vertical overlay formwork. A method for constructing a legal frame according to claim 1, which uses a butting method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12316787A JPS63289119A (en) | 1987-05-19 | 1987-05-19 | Construction of slope frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12316787A JPS63289119A (en) | 1987-05-19 | 1987-05-19 | Construction of slope frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63289119A JPS63289119A (en) | 1988-11-25 |
| JPH0441724B2 true JPH0441724B2 (en) | 1992-07-09 |
Family
ID=14853843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12316787A Granted JPS63289119A (en) | 1987-05-19 | 1987-05-19 | Construction of slope frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63289119A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2610608B2 (en) * | 1992-12-11 | 1997-05-14 | 静夫 古屋 | Construction method of legal framework |
| JPH06240680A (en) * | 1993-02-12 | 1994-08-30 | Toshihito Okamoto | Execution method of slope frame |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5426801A (en) * | 1977-08-01 | 1979-02-28 | Nagayoshi Konno | Device for protecting knife edges and brick parts in coke oven from damage |
| IT1213364B (en) * | 1986-10-22 | 1989-12-20 | Eniricerche Spa | ISOMERIZATION PROCEDURE OF N- (4-AMMINOBENZIL) ANILINE AND ITS DERIVATIVES |
-
1987
- 1987-05-19 JP JP12316787A patent/JPS63289119A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63289119A (en) | 1988-11-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0441724B2 (en) | ||
| JPH057492B2 (en) | ||
| JP2500665Y2 (en) | Formwork device for slope protection | |
| JPS6245833A (en) | In-site lattice frame work by trench-shaped spacer | |
| JPH09209500A (en) | Prefabricated reinforcement member for rc structure | |
| JPH01158115A (en) | Construction of in-situ slope frame using formwork | |
| JP2003064691A (en) | Mesh frame and its manufacturing method | |
| JPH0453212B2 (en) | ||
| JPH0369750A (en) | Block making use of industrial waste | |
| KR102175474B1 (en) | Rebar assembly | |
| JP3751735B2 (en) | Concrete slabs and structures | |
| JP3335103B2 (en) | Frame for forming legal frame and legal frame method using this frame | |
| JP2676606B2 (en) | Construction method | |
| JP2717508B2 (en) | Construction method of grid method frame using method frame coil | |
| JPH01118020U (en) | ||
| JPH0730752Y2 (en) | Formwork for slope protection structures | |
| JPH02248523A (en) | Slope protection frame method | |
| JPH0519385Y2 (en) | ||
| JP2599700B2 (en) | Cast-in-place method using simple trapezoid formwork | |
| JP2694332B2 (en) | Frame for forming legal frame and legal frame method using this frame | |
| JP2004156383A (en) | Slope face reinforcing method and intersection form | |
| JPS59165734A (en) | Construction of concrete structure | |
| JP2001020290A (en) | Method for executing shot crete grating crib works with single-sided lath, and single-sided lath folding-type reinforcing bar support body for use in the method | |
| JPH0678638B2 (en) | Construction method of slope protection structure | |
| JPH05112943A (en) | Construction method of slope protective structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |