JPH08128048A - Slope frame construction method and slope frame construction form - Google Patents
Slope frame construction method and slope frame construction formInfo
- Publication number
- JPH08128048A JPH08128048A JP29241794A JP29241794A JPH08128048A JP H08128048 A JPH08128048 A JP H08128048A JP 29241794 A JP29241794 A JP 29241794A JP 29241794 A JP29241794 A JP 29241794A JP H08128048 A JPH08128048 A JP H08128048A
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- slope
- plate
- reinforcement
- frame
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、斜面の安定を図るため
の法枠施工方法及び法枠施工用型枠に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a method frame and a formwork for method frame construction for stabilizing slopes.
【0002】[0002]
【従来の技術】従来、斜面の安定を図る法枠の施工方法
として、図5に示すような方法が存在する。この法枠施
工方法は、一対の対向する板枠aの下部間に、コンクリ
−ト等の固化材がしみ出す程度の微孔を有する袋状シ−
トbを装着して構成した型枠を斜面上に設置した後に、
板枠a間に鉄筋cを組み立て、固化材dを打設して行う
ものである。そして、この方法によれば、板枠aの下部
に袋状シ−トbが装着されているため、板枠a下端部と
地山面との間の隙間から固化材dが流出するのを防止で
きると共に、袋状シ−トbから固化材dがしみ出すた
め、固化後の法枠と地山面との確実な接着を図ることが
できる。2. Description of the Related Art Conventionally, there is a method as shown in FIG. 5 as a method of constructing a method frame for stabilizing a slope. In this method of constructing a frame, a bag-shaped sheet having micropores between the lower portions of a pair of opposing plate frames a to the extent that a solidifying material such as concrete exudes.
After installing the form frame configured by mounting the toe b on the slope,
The reinforcing bar c is assembled between the plate frames a, and the solidified material d is placed therein. According to this method, since the bag-shaped sheet b is attached to the lower portion of the plate frame a, the solidified material d is prevented from flowing out from the gap between the lower end of the plate frame a and the ground surface. In addition to being prevented, the solidified material d exudes from the bag-shaped sheet b, so that the method frame after solidification can be reliably bonded to the ground surface.
【0003】[0003]
【発明が解決しようとする課題】上記の従来技術は、二
枚の板枠a間を袋状シ−トbで連結した形状の型枠を用
いるため、型枠を斜面上に設置した後でなければ、鉄筋
cを組み立てることができない。しかし、凹凸のある斜
面上では型枠下端部と地山面との間に隙間が生じるた
め、作業中などに型枠の設置位置がずれやすく、その型
枠位置を基準に組み立てた鉄筋cの組み立て位置もずれ
てしまう。従って、法枠の施工精度の低下を招くことに
なる。また、板枠a間の狭い空間内で鉄筋cを組み立て
る作業は煩雑であり、施工能率の低下を招くことにな
る。The above-mentioned prior art uses a mold having a shape in which two plate frames a are connected by a bag-like sheet b. Therefore, after the mold is installed on the slope, Without it, the reinforcing bar c cannot be assembled. However, since a gap is formed between the lower end of the formwork and the ground surface on the uneven slope, the installation position of the formwork is likely to shift during work, and the reinforcing bar c assembled based on the formwork position is used as a reference. The assembly position also shifts. Therefore, the accuracy of construction of the legal framework will be reduced. In addition, the work of assembling the reinforcing bars c in the narrow space between the plate frames a is complicated, which leads to a decrease in construction efficiency.
【0004】[0004]
【本発明の目的】本発明は、上記のような問題点を解決
するためになされたもので、法枠の施工精度及び施工能
率の向上を図ることができる法枠施工方法及び法枠施工
用型枠を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and is a method for constructing a legal frame and a method for constructing a legal frame, which can improve the accuracy and efficiency of construction of the legal frame. The purpose is to provide a formwork.
【0005】[0005]
【課題を解決するための手段】即ち、本発明は、斜面に
鉄筋を設置した後に、対向する一対の板体とそれら板体
の下端部に垂下させたシ−ト状物とよりなる型枠を、前
記板体間に前記鉄筋を位置させた状態で組み立て、前記
二枚のシ−ト状物は前記板体間において接合し、前記型
枠内に固化材を充填して構築することを特徴とした、法
枠施工方法である。 また、斜面に鉄筋を設置した後
に、対向する一対の板体とそれら板体の下端部に垂下さ
せたシ−ト状物とよりなる型枠を、前記板体間に前記鉄
筋を位置させた状態で組み立て、前記二枚のシ−ト状物
は前記板体間に折り込んで斜面上に固定せずに配置し、
固化材の吹付力によって前記折り込んだシ−ト状物を斜
面に押し付けた状態で、前記型枠内に固化材を吹き付け
て法枠の構築を行うことを特徴とした、法枠施工方法で
ある。さらに、対向する一対の板体を連結材により折り
畳み可能に連結し、前記板体の下端部にそれぞれシ−ト
状物を垂下させ、このシ−ト状物の自由端部側にはシ−
ト状物同士を接合する手段を設けて構成したことを特徴
とする、法枠施工用型枠である。That is, according to the present invention, after a reinforcing bar is installed on a slope, a form made up of a pair of plate members facing each other and a sheet-like member hanging from the lower ends of the plate members. , Assembled in a state in which the rebar is positioned between the plate body, the two sheet-like objects are joined between the plate body, to build a solidified material in the mold to build. This is the method of construction of the legal framework. Further, after the reinforcing bars were installed on the slopes, a mold made of a pair of plate members facing each other and a sheet-like object hanging at the lower end portions of the plate members was placed between the plate members. Assembled in a state, the two sheet-like objects are folded between the plate bodies and arranged without being fixed on the slope,
A method of constructing a legal frame, characterized in that, in a state where the sheet-like material that has been folded is pressed against a slope by the spraying force of a solidifying material, a solidifying material is sprayed into the formwork to construct a legal frame. . Further, a pair of plate members facing each other are foldably connected by a connecting member, and a sheet-like object is hung on each of the lower end portions of the plate members, and a sheet is attached to the free end side of the sheet-like object.
A formwork for construction of a method frame, characterized in that it is provided with a means for joining the tongues together.
【0006】[0006]
【実施例1】以下、図面を参照しながら、本発明の一実
施例について説明する。 <イ>型枠の構造 本発明の型枠は、図2に示すように、対向する一対の板
体1を連結材2により折り畳み可能に連結し、板体1の
下端部にそれぞれシ−ト状物3を垂下させ、このシ−ト
状物3の自由端部側にはシ−ト状物同士を接合する接合
部31を設けて構成したものである。Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings. <A> Structure of Form Frame As shown in FIG. 2, the form frame of the present invention has a pair of facing plate members 1 connected by a connecting member 2 so as to be foldable. The sheet-like material 3 is hung down, and a joint portion 31 for joining the sheet-like materials is provided on the free end side of the sheet-like material 3.
【0007】板体1には、金網、有孔鉄板、コンクリ−
ト板等を用い、これらを用いた場合にはシ−ト状物3と
共に固化材に埋め殺しとする。また、合板等を用いた場
合には固化材の固化後に撤去するが、シ−ト状物3は埋
め殺しにしてもよい。The plate 1 includes a wire mesh, a perforated iron plate, and a concrete
A sheet plate or the like is used, and when these are used, the sheet material 3 and the sheet-like material 3 are buried in the solidified material. When plywood or the like is used, it is removed after the solidifying material is solidified, but the sheet-like material 3 may be buried.
【0008】連結材2は、例えば、両端を一対の板体1
に回動自在に連結した横材21と、斜面上に組立てる鉄
筋の幅間隔をおいて横材21に接合した二本の縦材22
とより構成する。そして、この連結材2を対向する板体
1間に適宜数装着して、二枚の板体1を開閉自在として
型枠を折り畳み可能に構成する。なお、縦材22を設け
ない場合もある。The connecting member 2 has, for example, a pair of plate members 1 at both ends.
And a vertical member 22 joined to the horizontal member 21 with a width interval between the reinforcing bars to be assembled on the slope.
And consist of. Then, a suitable number of the connecting members 2 are mounted between the opposing plate members 1 so that the two plate members 1 can be opened and closed so that the mold can be folded. The vertical member 22 may not be provided.
【0009】シ−ト状物3は、コンクリ−ト等の固化材
がしみ出す程度の微孔を有するものを使用する。例え
ば、ポリプロピレン等の繊維布類、目の細かい魚網類、
柔軟性のある金網類などが使用できる。As the sheet-like material 3, there is used one having fine pores to the extent that a solidifying material such as concrete oozes out. For example, fiber cloths such as polypropylene, fine fishnets,
Flexible wire mesh can be used.
【0010】シ−ト状物3の自由端側に形成した接合部
31は、例えば、マジックテ−プ、チャック、ベルト、
フックなどを採用することができる。The joint portion 31 formed on the free end side of the sheet-like material 3 is, for example, a magic tape, a chuck, a belt,
A hook or the like can be adopted.
【0011】<ロ>鉄筋の組立て 先ず、図3に示すように、斜面上の法枠構築予定位置
に、鉄筋4を正確に設置し、アンカ−5により斜面上に
固定する。<B> Assembly of Reinforcing Bars First, as shown in FIG. 3, the reinforcing bars 4 are accurately installed at the planned position for constructing the method frame on the slope, and fixed on the slope by the anchors 5.
【0012】<ハ>型枠の設置 鉄筋4の組立て完了後、図3に示すように、上記のよう
に構成した型枠を鉄筋4に被せるように設置する。この
とき、連結材2の縦材22間に鉄筋4を嵌め込むことに
よって、板体1から鉄筋4までの距離を一定に保つこと
ができるため、所定の固化材の鉄筋被り厚を確保するこ
とができる。次に、図1に示すように、二枚のシ−ト状
物3のの接合部31を、板体1間において接合し、袋状
とする。<C> Installation of Form After the assembly of the reinforcing bar 4 is completed, as shown in FIG. 3, the form constructed as described above is installed so as to cover the reinforcing bar 4. At this time, by fitting the reinforcing bar 4 between the vertical members 22 of the connecting member 2, the distance from the plate body 1 to the reinforcing bar 4 can be kept constant, so that the reinforcing bar covering thickness of a predetermined solidifying material can be secured. You can Next, as shown in FIG. 1, the joining portions 31 of the two sheet-like objects 3 are joined between the plate bodies 1 to form a bag.
【0013】<ニ>固化材の充填 シ−ト状物3の接合後、板体1間にコンクリ−ト等の固
化材6を打設あるいは吹き付けにより充填し、法枠の施
工を終了する。<D> Filling with solidifying material After joining the sheet-like materials 3, the solidifying material 6 such as concrete is filled between the plate bodies 1 by driving or spraying, and the construction of the method frame is completed.
【0014】[0014]
【実施例1の作用】上記のように板体1間をシ−ト状物
3により連結し、そのシ−ト状物3の上から固化材6を
充填するため、地山面と板体1の下端部との間に発生す
る隙間がシ−ト状物3により閉塞され、固化材6が流出
するのを防止することができる。また、シ−ト状物3か
ら固化材6がしみ出すため、固化後の法枠と地山面との
確実な接着を図ることができる。Operation of Embodiment 1 As described above, since the sheet bodies 1 are connected by the sheet-like material 3 and the solidifying material 6 is filled from above the sheet-like material 3, the ground surface and the plate body are filled. It is possible to prevent the solidified material 6 from flowing out by closing the gap generated between the lower end portion 1 of the sheet 1 and the sheet-like material 3. Further, since the solidified material 6 exudes from the sheet-like material 3, it is possible to achieve reliable adhesion between the solidified method frame and the ground surface.
【0015】[0015]
【実施例2】上記実施例1は、長めのシ−ト状物3の自
由端部同士を接合して施工を行うものであるが、図4に
示すような短いシ−ト状物7を各板体1の下端部に取り
付けた型枠を用いることもできる。[Embodiment 2] In Embodiment 1, the construction is carried out by joining the free ends of the longer sheet-like material 3 to each other, but a short sheet-like material 7 as shown in FIG. 4 is used. It is also possible to use a mold attached to the lower end of each plate 1.
【0016】この場合、両方のシ−ト状物7を板体1間
に折り込んで斜面上に固定せずに配置し、固化材6の吹
付力によって折り込んだシ−ト状物7を斜面に押し付け
た状態で、型枠内に固化材6の吹き付けを行う。In this case, both sheet-like materials 7 are folded between the plate bodies 1 and arranged without being fixed on the slope, and the sheet-like material 7 folded by the spraying force of the solidifying material 6 is placed on the slope. In the pressed state, the solidifying material 6 is sprayed into the mold.
【0017】実施例2の方法で施工を行うと、上記実施
例1の方法と同様の作用が得られると共に、実施例1の
ようなシ−ト状物3同士の接合作業が不要となるため、
よりいっそう施工能率の向上を図ることができる。When the construction according to the second embodiment is carried out, the same operation as that of the above-mentioned first embodiment can be obtained, and the work of joining the sheet-like materials 3 as in the first embodiment is unnecessary. ,
It is possible to further improve the construction efficiency.
【0018】なお、その他の施工手順は実施例1と同様
に行う。また、場合によっては、板体1間に折り込んだ
シ−ト状物7を、アンカ−ピンや釘等で地山面に固定す
ることもある。The other construction procedures are the same as in the first embodiment. In some cases, the sheet-like object 7 folded between the plate bodies 1 may be fixed to the ground surface with anchor pins or nails.
【0019】[0019]
【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>シ−ト状物を各板体に分割して装着した型枠を用
いるため、鉄筋を斜面上に組み立てた後で型枠を設置す
ることができる。そのため、型枠設置の前に鉄筋を斜面
上に精度よく組み立てることができ、法枠の施工精度の
向上を図ることができる。Since the present invention has been described above, the following effects can be obtained. <a> Since the sheet-shaped material is divided into individual plates and mounted on the form, the form can be installed after the reinforcing bars are assembled on the slope. Therefore, the reinforcing bars can be accurately assembled on the slope before the formwork is installed, and the construction accuracy of the method frame can be improved.
【0020】<ロ>型枠設置の前の開放空間において鉄
筋を組み立てることができるため、組立て作業が行いや
すくなり、施工能率の向上を図ることができる。<B> Since the reinforcing bars can be assembled in the open space before the installation of the formwork, the assembling work becomes easy and the construction efficiency can be improved.
【0021】<ハ>法枠施工の機械化が可能となるた
め、省力化及び安全性の向上を図ることができる。<C> Since it is possible to mechanize the construction of the method frame, it is possible to save labor and improve safety.
【図1】 本発明の固化材の充填工程の説明図FIG. 1 is an explanatory view of a solidifying material filling step of the present invention.
【図2】 本発明の型枠の説明図FIG. 2 is an explanatory view of a mold of the present invention.
【図3】 本発明の型枠の設置工程の説明図FIG. 3 is an explanatory view of a process of installing the mold of the present invention.
【図4】 実施例2の説明図FIG. 4 is an explanatory diagram of the second embodiment.
【図5】 従来技術の説明図FIG. 5 is an explanatory diagram of a conventional technique.
─────────────────────────────────────────────────────
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【手続補正書】[Procedure amendment]
【提出日】平成7年4月27日[Submission date] April 27, 1995
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】特許請求の範囲[Name of item to be amended] Claims
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【特許請求の範囲】[Claims]
【手続補正2】[Procedure Amendment 2]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0018[Correction target item name] 0018
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【0018】 なお、その他の施工手順は実施例1と同
様に行う。また、場合によっては、板体1間に折り込ん
だシート状物7あるいは実施例1のシート状物3を、ア
ンカーピンや釘等で地山面に固定し、型枠内に固化材を
吹き付けて法枠を構築することもある。なお、この場合
には、シート状物3、7の自由端部側に接合手段を設け
る必要はない。Other construction procedures are the same as in the first embodiment. In some cases, the sheet-like material 7 folded between the plate bodies 1 or the sheet-like material 3 of Example 1 is fixed to the ground surface with anchor pins, nails or the like, and a solidifying material is sprayed into the formwork. Sometimes a legal framework is established. In this case, it is not necessary to provide the joining means on the free end side of the sheet-like materials 3 and 7.
Claims (3)
シ−ト状物とよりなる型枠を、前記板体間に前記鉄筋を
位置させた状態で組み立て、 前記二枚のシ−ト状物は前記板体間において接合し、 前記型枠内に固化材を充填して構築することを特徴とし
た、 法枠施工方法。1. A form frame comprising a pair of plate members facing each other and a sheet-like member hung at the lower ends of the plate members after the reinforcing bars are installed on the slopes, and the reinforcing bar is provided between the plate members. A method for constructing a method frame, characterized in that the sheet-shaped objects are assembled in a state of being positioned, the two sheet-like objects are joined between the plate bodies, and a solidifying material is filled in the formwork.
シ−ト状物とよりなる型枠を、前記板体間に前記鉄筋を
位置させた状態で組み立て、 前記二枚のシ−ト状物は前記板体間に折り込んで斜面上
に固定せずに配置し、 固化材の吹付力によって前記折り込んだシ−ト状物を斜
面に押し付けた状態で、前記型枠内に固化材を吹き付け
て法枠の構築を行うことを特徴とした、 法枠施工方法。2. After installing the reinforcing bars on the slopes, a form frame composed of a pair of plate members facing each other and a sheet-like object hanging down from the lower ends of the plate members is provided, and the reinforcing bars are provided between the plate members. Assembled in a state of being positioned, the two sheet-like objects are folded between the plate bodies and arranged without being fixed on the slope, and the folded sheet-like object is inclined by the spraying force of the solidifying material. A method of constructing a method frame, characterized in that a method of constructing a method frame is performed by spraying a solidifying material into the mold while being pressed against the method frame.
畳み可能に連結し、前記板体の下端部にそれぞれシ−ト
状物を垂下させ、このシ−ト状物の自由端部側にはシ−
ト状物同士を接合する手段を設けて構成したことを特徴
とする、 法枠施工用型枠。3. A pair of plate members facing each other are foldably connected by a connecting member, and a sheet-like object is hung on each of the lower end portions of the plate members. Is
A formwork for constructing a method frame, characterized in that it is provided with a means for joining the totes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29241794A JP2721954B2 (en) | 1994-11-01 | 1994-11-01 | Legal construction method and formwork for legal construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29241794A JP2721954B2 (en) | 1994-11-01 | 1994-11-01 | Legal construction method and formwork for legal construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08128048A true JPH08128048A (en) | 1996-05-21 |
JP2721954B2 JP2721954B2 (en) | 1998-03-04 |
Family
ID=17781524
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29241794A Expired - Fee Related JP2721954B2 (en) | 1994-11-01 | 1994-11-01 | Legal construction method and formwork for legal construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2721954B2 (en) |
-
1994
- 1994-11-01 JP JP29241794A patent/JP2721954B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2721954B2 (en) | 1998-03-04 |
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