JPH1121906A - Form for slope frame - Google Patents

Form for slope frame

Info

Publication number
JPH1121906A
JPH1121906A JP9190681A JP19068197A JPH1121906A JP H1121906 A JPH1121906 A JP H1121906A JP 9190681 A JP9190681 A JP 9190681A JP 19068197 A JP19068197 A JP 19068197A JP H1121906 A JPH1121906 A JP H1121906A
Authority
JP
Japan
Prior art keywords
frame
formwork
inner frame
legal
spacer
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.)
Pending
Application number
JP9190681A
Other languages
Japanese (ja)
Inventor
Kenichi Senda
賢一 千田
Shigeki Saito
重樹 斎藤
Katsuo Kimura
勝男 木村
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.)
Koiwa Kanaami Co Ltd
Original Assignee
Koiwa Kanaami 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 Koiwa Kanaami Co Ltd filed Critical Koiwa Kanaami Co Ltd
Priority to JP9190681A priority Critical patent/JPH1121906A/en
Publication of JPH1121906A publication Critical patent/JPH1121906A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide forms for a slope frame having excellent workability. SOLUTION: The whole shape is formed in an L shape, a first inner frame 3 and a second inner frame 4 are joined at a right angle while a first outer frame 5 is arranged as being oppositely faced to the first inner frame 3, and a section between the opposed first inner frame 3 and first outer frame 5 is connected rotatably by spacers 7. The forms for the slope frame is constituted in such a manner that a second outer frame 6 is disposed while being oppositely faced to the second inner frame 4, and a section between the opposed second inner frame 4 and second outer frame 6 is connected rotatably by the spacers 7.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は法面にコンクリート
製法枠を築造する折畳式の法枠用型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foldable formwork for constructing a concrete formwork on a slope.

【0002】[0002]

【従来の技術】法面に井桁状に型枠を配置すると共に、
型枠内に鉄筋を配筋した後、モルタル等の固結材を吹き
付けてコンクリート製の法枠を構築する工法は周知であ
り、又この工法に供する法枠用型枠が種々提案されてい
る。一般的には、相対向した一対の帯網間の複数箇所
に、線材を井桁形又は門形に形成したスペーサと呼ばれ
る間隔保持部材を取り付けた折り畳み式の型枠が広く知
られている。
2. Description of the Related Art A formwork is arranged in a grid on a slope,
A method of constructing a concrete frame by spraying a reinforcing material such as mortar after arranging a reinforcing bar in a form is well known, and various form frames for the method to be provided for this method are proposed. . 2. Description of the Related Art In general, a foldable formwork in which a spacing member called a spacer in which a wire is formed in a girder shape or a gate shape is attached to a plurality of locations between a pair of opposed belt nets is widely known.

【0003】[0003]

【発明が解決しようとする課題】前記した従来の型枠に
あっては、法枠の各交差部を4組の型枠の端部を突き合
わせ、各突合箇所を連結する必要があるため、施工性の
点で改善の余地がある。
In the above-mentioned conventional formwork, it is necessary to butt each intersection of the legal form with the ends of four sets of formwork and to connect each abutting portion. There is room for improvement in terms of sex.

【0004】本発明は以上の点に鑑みてなされたもの
で、その目的とするところは、施工性に優れた法枠用型
枠を提供することにある。
[0004] The present invention has been made in view of the above points, and an object of the present invention is to provide a formwork for a legal frame excellent in workability.

【0005】[0005]

【課題を解決するための手段】請求項1に係る発明は、
相対向する枠体間をスペーサで連結して構成する法枠用
型枠において、全体形状がL字形を呈していて、第1内
枠及び第2内枠を直角に接合すると共に、前記第1内枠
に相対向して第1外枠を配置し、前記相対向する第1内
枠及び第1外枠の間をスペーサで回動自在に連結し、前
記第2内枠に相対向して第2外枠を配置し、前記相対向
する第2内枠及び第2外枠の間をスペーサで回動自在に
連結したことを特徴とする、法枠用型枠である。請求項
2に係る発明は、請求項1に記載の法枠用型枠におい
て、相対向する第1内枠及び第1外枠の全長を等しく設
定すると共に、相対向する第2内枠及び第2外枠の全長
を等しく設定し、第1外枠と第2外枠間に開口部を形成
したことを特徴とする、法枠用型枠である。請求項3に
係る発明は、請求項1に記載の法枠用型枠において、第
1内枠及び第2内枠の接合部を折り畳み自在に連結した
ことを特徴とする、法枠用型枠である。請求項4に係る
発明は、請求項1または請求項2に記載の法枠用型枠に
おいて、スペーサが線材を井桁状に配置し、下位の水平
線の中央を分断して先行して敷設した鉄筋に装着可能な
開口を形成していることを特徴とする、法枠用型枠であ
る。 請求項5に係る発明は、請求項1または請求項2
に記載の法枠用型枠において、スペーサが線材を井桁状
に配置し、上位の水平線の中央を分断して鉄筋導入用の
開口を形成していることを特徴とする、法枠用型枠であ
る。請求項6に係る発明は、請求項1または請求項2に
記載の法枠用型枠において、スペーサが線材を井桁状に
配置し、上位の水平線の中央を分断して鉄筋導入用の開
口を形成していることを特徴とする、法枠用型枠であ
る。請求項7に係る発明は、請求項1乃至請求項6のい
づれかに記載の法枠用型枠において、各枠が金網製であ
ることを特徴とする、法枠用型枠である。
The invention according to claim 1 is
In a form frame for a legal frame configured by connecting opposed frame bodies with spacers, the overall shape is an L-shape, and the first inner frame and the second inner frame are joined at a right angle, and the first frame is joined to the first frame. A first outer frame is disposed opposite to the inner frame, and the first inner frame and the first outer frame facing each other are rotatably connected to each other by a spacer, and are opposed to the second inner frame. A mold frame for a legal frame, wherein a second outer frame is disposed, and the opposing second inner frame and the second outer frame are rotatably connected by a spacer. According to a second aspect of the present invention, in the formwork for a legal form according to the first aspect, the total length of the first inner frame and the first outer frame facing each other are set to be equal, and the second inner frame and the second frame facing the first frame. (2) A formwork for a legal frame, wherein the entire length of the outer frame is set to be equal, and an opening is formed between the first outer frame and the second outer frame. According to a third aspect of the present invention, there is provided the formwork for a legal frame according to the first aspect, wherein a joint portion of the first inner frame and the second inner frame is foldably connected to each other. It is. The invention according to claim 4 is the reinforcing bar according to claim 1 or claim 2, wherein the spacer arranges the wires in a cross-girder shape, divides the center of the lower horizontal line, and lays the wire in advance. A formwork for a legal frame, characterized by forming an opening which can be mounted on the formwork. The invention according to claim 5 is the invention according to claim 1 or claim 2.
In the formwork for formwork according to the above, the spacers arrange the wires in a cross-girder shape, and cut off the center of the upper horizontal line to form an opening for reinforcing bar introduction, characterized in that the formwork for formwork, It is. In the invention according to claim 6, in the formwork for formwork according to claim 1 or 2, the spacer arranges the wires in a cross-girder shape, divides the center of the upper horizontal line, and forms an opening for introducing a reinforcing bar. It is a formwork for a legal frame characterized by being formed. The invention according to claim 7 is the legal form mold according to any one of claims 1 to 6, wherein each frame is made of a wire mesh.

【0006】[0006]

【発明の実施の形態1】以下図面を参照しながら本発明
の実施の形態について説明する。
Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

【0007】<イ>全体の構成 図1に本発明に係る法枠用型枠(以下「型枠」という)
1を用いて法面2に構築したコンクリート製の法枠3の
一例を示す。
<A> Overall Configuration FIG. 1 shows a formwork for a legal form according to the present invention (hereinafter referred to as "form form").
1 shows an example of a concrete method frame 3 constructed on a slope 2 by using FIG.

【0008】<ロ>型枠 図2は型枠1の斜視図を示す。型枠1は全体形状がL字
形を呈していて、直交する第1及び第2内枠3,4と、
前記内枠3,4に夫々相対向して位置する第1及び第2
外枠5,6と、これらの枠3,5間及び4,6間に横架
した複数のスペーサ7とにより構成されている。これら
の枠3〜6には金網、エキスパンドメタル、有孔板製等
を使用でき、その素材の制約は特にない。
<B> Formwork FIG. 2 is a perspective view of the formwork 1. The mold 1 has an L-shaped overall shape, and includes first and second inner frames 3 and 4 orthogonal to each other.
First and second frames which are respectively opposed to the inner frames 3 and 4
It is composed of outer frames 5 and 6 and a plurality of spacers 7 extending between the frames 3 and 5 and between the frames 4 and 6. For these frames 3 to 6, wire mesh, expanded metal, perforated plate or the like can be used, and there is no particular restriction on the material.

【0009】各枠の長さの関係については、相対向する
第1内枠3と第1外枠5の全長が等しく設定され、同様
に相対向する第2内枠4と第2外枠6の全長が等しく設
定されていて、第1外枠5と第2外枠6の間に枠のない
開口部10を形成している。
Regarding the relationship between the lengths of the respective frames, the total lengths of the first inner frame 3 and the first outer frame 5 facing each other are set to be equal, and the second inner frame 4 and the second outer frame 6 facing each other are similarly set. Are set equal, and a frameless opening 10 is formed between the first outer frame 5 and the second outer frame 6.

【0010】本例では一枚ものの枠の中間を直角に屈曲
して第1内枠3と第2内枠4を形成し、これらの内枠
3,4の接合角度が予め設定してあってこの角度が変化
しない場合について説明する。内枠3,4の接合角度を
予め設定しておくのは、法枠を綺麗に仕上げるためであ
る。
In this embodiment, the middle of one frame is bent at a right angle to form a first inner frame 3 and a second inner frame 4, and the joining angles of these inner frames 3 and 4 are set in advance. A case where this angle does not change will be described. The reason why the joining angles of the inner frames 3 and 4 are set in advance is to finish the legal frame neatly.

【0011】<ハ>スペーサ スペーサ7は各内枠3,4に対して各外枠5,6を折り
畳み自在に連結する連結具として機能と、各枠3,5と
4,6間の対向距離を一定に保持して各枠3〜6の孕み
出しを拘束する機能と、法枠の補強材である鉄筋8を位
置決めする機能を併有する部材で、その一例を図3〜図
5に示す。
<C> Spacer The spacer 7 functions as a connecting tool for connecting the outer frames 5 and 6 to the inner frames 3 and 4 so as to be foldable, and the facing distance between the frames 3, 5 and 4 and 6. FIG. 3 to FIG. 5 show an example of a member having both a function of restraining the infiltration of each of the frames 3 to 6 while maintaining a constant value and a function of positioning the reinforcing bar 8 which is a reinforcing material of the frame.

【0012】図3は線材を井桁状に配置し、その交差部
を溶接すると共に、上下に位置する水平線7a,7bの
両端を対向する各枠3,5(4,6)に回動自在に連結
して構成したスペーサ7を示し、また図4は下位の水平
線7bの中央を分断してその間に開口7cを形成すると
共に、分断した下位の各水平線7b,7bの端部に鉄筋
8を嵌合可能な収容部7d,7dを形成し、先行して組
み立てた鉄筋8に型枠1を外装可能なスペーサ7を示
し、また図5は上位の水平線7aの中央を分断してその
間に開口7cを形成すると共に、分断した上位の各水平
線7a,7aの端部に鉄筋8を嵌合可能な収容部7d,
7dを形成し、型枠1を先行して敷設した後に鉄筋8を
後組み可能な構造のスペーサ7を示す。スペーサ7は上
記した形態に限定されず、各種公知の形態を適用できる
ものである。
In FIG. 3, wires are arranged in a cross-girder shape, their intersections are welded, and both ends of upper and lower horizontal lines 7a and 7b are rotatably connected to respective frames 3, 5 (4, 6) facing each other. FIG. 4 shows a spacer 7 which is formed by being connected. FIG. 4 shows the center of the lower horizontal line 7b divided to form an opening 7c therebetween, and a reinforcing bar 8 is fitted to the end of each of the divided lower horizontal lines 7b. FIG. 5 shows a spacer 7 capable of forming the accommodating receiving portions 7d, 7d and covering the formwork 1 with the reinforcing bar 8 assembled in advance, and FIG. And a receiving portion 7d, into which the reinforcing bar 8 can be fitted at the end of each of the divided upper horizontal lines 7a, 7a.
7d shows a spacer 7 having a structure in which the reinforcing bar 8 can be post-assembled after the mold 1 is laid in advance. The spacer 7 is not limited to the above-described form, and various known forms can be applied.

【0013】[0013]

【作用】つぎに型枠1を用いた法枠の施工方法について
説明するが、説明に際し鉄筋8の配筋時期及び配筋形態
はスペーサ7の構造により異なるので、配筋についての
説明を省略する。
Next, a method of constructing a method frame using the formwork 1 will be described. However, in the description, since the time and arrangement of the reinforcing bars 8 differ depending on the structure of the spacer 7, the description of the reinforcing bars will be omitted. .

【0014】図6に示すように両外枠5,6をL字形の
内枠3,4に接近させて折り畳んだ状態の型枠1を現場
に搬入する。そして図7に示す如く現場で外枠5,6を
展開した型枠1を既設の型枠1a,1b,1cの枠端部
に夫々当接し、各当接部に図8に拡大して示す連結コイ
ル9を上方から回転セットして連結する。
As shown in FIG. 6, the folded form 1 is carried into the site by bringing both outer frames 5 and 6 closer to the L-shaped inner frames 3 and 4. Then, as shown in FIG. 7, the form 1 in which the outer frames 5 and 6 are unfolded at the site is brought into contact with the frame ends of the existing forms 1a, 1b and 1c, respectively. The connection coil 9 is rotated from above and connected.

【0015】すなわち、図示する配置形態にあっては、
型枠1の第1内枠3の左端を既設の型枠1bの第2外枠
6の上端に接合し、同様に型枠1の第1外枠5の左端を
既設の型枠1aの第2外枠6の下端に接合すると共に、
型枠1の第1外枠5の右端を既設の型枠1cの第2内枠
6の下端に接合して、型枠1を井桁状に組み増しする。
型枠1の敷設に際して、既設の型枠に対して3点を連
結するだけでよい。
That is, in the arrangement shown in the figure,
The left end of the first inner frame 3 of the mold 1 is joined to the upper end of the second outer frame 6 of the existing mold 1b, and the left end of the first outer frame 5 of the mold 1 is similarly connected to the left end of the existing mold 1a. 2 While joining to the lower end of the outer frame 6,
The right end of the first outer frame 5 of the mold 1 is joined to the lower end of the second inner frame 6 of the existing mold 1c, and the mold 1 is assembled in a cross-girder shape.
When laying the formwork 1, only three points need to be connected to the existing formwork.

【0016】型枠1の敷設作業及び配筋作業が完了した
ら、従来と同様に型枠1にモルタル等の固結材を吹き付
けて図1に示すような法枠3を構築する。
After the work of laying and arranging the formwork 1 is completed, a molding material such as mortar is sprayed on the formwork 1 to construct a method form 3 as shown in FIG.

【0017】[0017]

【発明の実施の形態2】図9に型枠1の敷設の組み合わ
せを変えた他の実施の形態を示す。本例は、一対の型枠
1,1の開口部10,10を突合わせ、各第1及び第2
外枠5,6(または5,5間と6,6間)の突合わせ部
を連結コイル9の2箇所を連結すると共に、既設の各型
枠1d,1eの各枠3,5(4,6)の端部と型枠1の
各枠3,5(3,5)の突合わせ箇所を夫々連結コイル
9で連結して井桁状に型枠を組み立てる。本例にあって
は、型枠の交差部を連結するに当たって2箇所を連結す
るだけでよく、前記実施の形態1と比べて交差部の連結
箇所が少なくとて済む利点がある。
[Embodiment 2] FIG. 9 shows another embodiment in which the combination of the laying of the formwork 1 is changed. In this example, the openings 10, 10 of the pair of molds 1, 1 are abutted, and the first and second
The butting portions of the outer frames 5, 6 (or between 5, 5 and 6, 6) are connected at two places of the connecting coil 9, and the frames 3, 5 (4, 4) of the existing molds 1d, 1e are connected. The end of step 6) and the abutting portions of the frames 3, 5 (3, 5) of the mold 1 are connected by connecting coils 9, respectively, to assemble the mold in a cross-girder shape. In the present embodiment, it is only necessary to connect two points when connecting the intersections of the formwork, and there is an advantage that the number of connection points of the intersections can be reduced as compared with the first embodiment.

【0018】[0018]

【発明の実施の形態3】図10は折り畳んだ状態におけ
る他の型枠1を示す。本例は第1内枠3及び第2内枠4
の接合部を連結コイル9等で折り畳み自在に連結したも
ので、これにより、型枠1をコンパクトに折り畳むこと
ができるので格納、運搬に便利である。
Third Embodiment FIG. 10 shows another form 1 in a folded state. In this example, the first inner frame 3 and the second inner frame 4
Are connected by a connecting coil 9 or the like so as to be freely foldable, whereby the form 1 can be folded compactly, which is convenient for storage and transportation.

【0019】[0019]

【発明の効果】本発明は次の効果を得ることができる。According to the present invention, the following effects can be obtained.

【0020】<イ> L字形の型枠を組み合わせて井桁
状に型枠を組み立てることができる。
<A> An L-shaped form can be combined to form a cross-shaped form.

【0021】<ロ> 一対の枠体を相対向させた従来の
型枠を用いると、法枠の交差部を組み立てる場合合計4
箇所を連結する必要があるが、L字形の型枠を使用する
と法枠の交差部の連結箇所の数を低減でき、施工性に優
れる。
<B> When a conventional mold in which a pair of frame bodies are opposed to each other is used, a total of four
It is necessary to connect the points, but if an L-shaped formwork is used, the number of connection points at the intersections of the legal frames can be reduced, and the workability is excellent.

【0022】<ハ> 第1及び第2内枠の接合角度を予
め直角に設定してあるため景観的に綺麗な法枠を構築で
きる。
<C> Since the joining angle of the first and second inner frames is set to a right angle in advance, a beautifully beautiful legal frame can be constructed.

【0023】<ニ> 第1及び第2内枠の接合部を折り
畳み自在に連結すると、型枠をコンパクトに折り畳むこ
とができるので格納や運搬字のスペースが小さくて済
む。
<D> If the joints of the first and second inner frames are foldably connected, the form can be folded compactly, so that the space for storing and carrying characters can be reduced.

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

【図1】 本発明に係る型枠を使用して構築した法枠の
斜視図
FIG. 1 is a perspective view of a legal frame constructed using a mold according to the present invention.

【図2】 展開状態における型枠の斜視図FIG. 2 is a perspective view of a mold in an unfolded state.

【図3】 スペーサを説明するための型枠の横断面図FIG. 3 is a cross-sectional view of a mold for explaining a spacer.

【図4】 他のスペーサを説明するための型枠の横断面
FIG. 4 is a cross-sectional view of a mold for explaining another spacer.

【図5】 他のスペーサを説明するための型枠の横断面
FIG. 5 is a cross-sectional view of a mold for explaining another spacer.

【図6】 折り畳んだ状態における型枠の斜視図FIG. 6 is a perspective view of a mold in a folded state.

【図7】 型枠の組み立て例の説明図FIG. 7 is an explanatory view of an example of assembling a formwork.

【図8】 各枠の連結部における水平断面図FIG. 8 is a horizontal sectional view of a connection portion of each frame.

【図9】 型枠の敷設の組み合わせを変えた他の実施の
形態の説明図
FIG. 9 is an explanatory view of another embodiment in which the combination of laying of the formwork is changed.

【図10】 第1及び第2内枠間を折り畳み自在に構成
した他の実施の形態に係る型枠の平面図
FIG. 10 is a plan view of a mold according to another embodiment in which the space between the first and second inner frames is freely foldable.

【符号の説明】 1,1a〜1e 型枠(法枠用型枠) 2 法面 3 第1内枠 4 第1内枠 5 第1外枠 6 第1外枠 7 スペーサ 8 鉄筋 9 連結コイル 10 開口部[Description of Signs] 1, 1a to 1e Mold (mold frame for legal frame) 2 Slope 3 First inner frame 4 First inner frame 5 First outer frame 6 First outer frame 7 Spacer 8 Reinforcing bar 9 Connecting coil 10 Aperture

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 相対向する枠体間をスペーサで連結し
て構成する法枠用型枠において、 全体形状がL字形を呈していて、 第1内枠及び第2内枠を直角に接合すると共に、 前記第1内枠に相対向して第1外枠を配置し、 前記相対向する第1内枠及び第1外枠の間をスペーサで
回動自在に連結し、 前記第2内枠に相対向して第2外枠を配置し、 前記相対向する第2内枠及び第2外枠の間をスペーサで
回動自在に連結したことを特徴とする、 法枠用型枠。
1. A method for forming a legal frame, wherein opposed frame bodies are connected by a spacer, wherein the overall shape is L-shaped, and the first inner frame and the second inner frame are joined at right angles. A first outer frame is disposed opposite to the first inner frame, and the first inner frame and the first outer frame opposed to each other are rotatably connected by a spacer, and the second inner frame is provided. A mold frame for a legal frame, wherein a second outer frame is disposed so as to face the second frame, and the second inner frame and the second outer frame facing each other are rotatably connected by a spacer.
【請求項2】 請求項1に記載の法枠用型枠におい
て、相対向する第1内枠及び第1外枠の全長を等しく設
定すると共に、相対向する第2内枠及び第2外枠の全長
を等しく設定し、第1外枠と第2外枠間に開口部を形成
したことを特徴とする、法枠用型枠。
2. The method according to claim 1, wherein the opposing first inner frame and the first outer frame have the same total length, and the opposing second inner frame and the second outer frame. Wherein the entire length of the frame is set to be equal and an opening is formed between the first outer frame and the second outer frame.
【請求項3】 請求項1に記載の法枠用型枠におい
て、第1内枠及び第2内枠の接合部を折り畳み自在に連
結したことを特徴とする、法枠用型枠。
3. The legal formwork according to claim 1, wherein a joint between the first inner frame and the second inner frame is foldably connected.
【請求項4】 請求項1または請求項2に記載の法枠
用型枠において、スペーサが線材を井桁状に配置し、下
位の水平線の中央を分断して先行して敷設した鉄筋に装
着可能な開口を形成していることを特徴とする、法枠用
型枠。
4. The method according to claim 1 or 2, wherein the spacer arranges the wires in a cross-girder shape, divides the center of the lower horizontal line, and can be attached to the reinforcing bar laid earlier. A formwork for a legal frame, characterized by forming a simple opening.
【請求項5】 請求項1または請求項2に記載の法枠
用型枠において、スペーサが線材を井桁状に配置し、上
位の水平線の中央を分断して鉄筋導入用の開口を形成し
ていることを特徴とする、法枠用型枠。
5. The method according to claim 1, wherein the spacer arranges the wires in a cross-girder shape, and cuts off the center of the upper horizontal line to form an opening for introducing a reinforcing bar. A formwork for a legal framework.
【請求項6】 請求項1または請求項2に記載の法枠
用型枠において、スペーサが線材を井桁状に配置し、上
位の水平線の中央を分断して鉄筋導入用の開口を形成し
ていることを特徴とする、法枠用型枠。
6. The method according to claim 1, wherein the spacer arranges the wires in a cross-girder shape, divides the center of the upper horizontal line to form an opening for introducing a reinforcing bar. A formwork for a legal framework.
【請求項7】 請求項1乃至請求項6のいづれかに記
載の法枠用型枠において、各枠が金網製であることを特
徴とする、法枠用型枠。
7. The formwork for a legal frame according to claim 1, wherein each form is made of a wire mesh.
JP9190681A 1997-07-01 1997-07-01 Form for slope frame Pending JPH1121906A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9190681A JPH1121906A (en) 1997-07-01 1997-07-01 Form for slope frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9190681A JPH1121906A (en) 1997-07-01 1997-07-01 Form for slope frame

Publications (1)

Publication Number Publication Date
JPH1121906A true JPH1121906A (en) 1999-01-26

Family

ID=16262119

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9190681A Pending JPH1121906A (en) 1997-07-01 1997-07-01 Form for slope frame

Country Status (1)

Country Link
JP (1) JPH1121906A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5907443B1 (en) * 2015-02-23 2016-04-26 北陽建設株式会社 Construction method of unevenness adjustment frame for pressure plate construction and spray base for unevenness adjustment

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62172740U (en) * 1986-04-23 1987-11-02
JPH032043U (en) * 1989-05-23 1991-01-10
JPH06128965A (en) * 1992-10-20 1994-05-10 Raito Kogyo Co Ltd Intersection part form for constructing slope protection frame
JPH0860673A (en) * 1994-08-24 1996-03-05 Suroopu Kenzai Kk Slope frame form and slope frame construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62172740U (en) * 1986-04-23 1987-11-02
JPH032043U (en) * 1989-05-23 1991-01-10
JPH06128965A (en) * 1992-10-20 1994-05-10 Raito Kogyo Co Ltd Intersection part form for constructing slope protection frame
JPH0860673A (en) * 1994-08-24 1996-03-05 Suroopu Kenzai Kk Slope frame form and slope frame construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5907443B1 (en) * 2015-02-23 2016-04-26 北陽建設株式会社 Construction method of unevenness adjustment frame for pressure plate construction and spray base for unevenness adjustment

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