JP3658060B2 - Inspection frame for on-site casting frame formation - Google Patents

Inspection frame for on-site casting frame formation Download PDF

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JP3658060B2
JP3658060B2 JP32369795A JP32369795A JP3658060B2 JP 3658060 B2 JP3658060 B2 JP 3658060B2 JP 32369795 A JP32369795 A JP 32369795A JP 32369795 A JP32369795 A JP 32369795A JP 3658060 B2 JP3658060 B2 JP 3658060B2
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Prior art keywords
frame
reinforcing bar
inspection
forming
holding member
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JPH09144009A (en
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一広 板谷
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Nisshoku Corp
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Nisshoku Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、例えば道路や造成地などの法面を緑化するようなときに使用される現場打ち法枠形成用の検測枠に関する。
【0002】
【従来の技術】
前記現場打ち法枠工法として、例えば特公昭58−20338号公報に示される「法面安定工法」がある。この工法は、法面に金網などの網状体を敷設した後、この網状体上に鉄筋を格子状に敷設し、この格子状鉄筋にモルタルまたはコンクリート(以下、モルタル等と言う)を吹き付けてモルタル等よりなる格子状法枠を形成するようにしたものであるため、従来のプレハブ式や現場打ち法枠工法などに比べて、施工性や強度に優れているとともに、使用する基材が少なく安価であるといった利点がある。
【発明が解決しようとする課題】
【0003】
ところで、現行の土木基準では、前記格子状鉄筋を覆うモルタル等の厚み(これを被り厚という)が鉄筋のどの面からも一定以上確保されていることが、所要強度の格子状法枠を得るための品質管理基準として必要とされている。しかしながら、前記現場打ち法枠工法は、型枠を用いない現場打ち法枠工法であるとともに、モルタル等の吹き付けは、法面上の不安定な場所で現場作業として行われることから、格子状鉄筋に対するモルタル等の吹付け厚さや幅が不均一となりやすく、所定寸法の格子状法枠を形成するのに相当の熟練度を要するとともに、格子状法枠の寸法や強度にバラツキを生じることを避けることができなかった。
【0004】
このようなことから、本出願人は、例えば登録実用新案公報第3008215号にて、型枠を用いない現場打ち法枠工法において、規格通りの寸法および強度を有するモルタルなどよりなる格子状法枠を熟練を要することなく、簡単に形成することのできる法枠形成用の検測枠を提案している。その検測枠は、長さ方向に適宜の間隔をおいて設けられる所定の高さと幅とを有し、かつ、正面視台形状、弓状、三角形状、多角形状、M字形状、凹多角形状の一対の第1部材と、この第1部材どうしを連結する第2部材とを備えるとともに、第1部材の高さ方向中間部において一対の脚部を結ぶ方向に鉄筋保持部材を上下二段またはそれ以上の段数に横設したものである。
【0005】
しかしながら、上述のような検測枠では、長さ方向に配置される第1部材同士の間隔よりも鉄筋の長さが大であるため、鉄筋を現地で鉄筋保持部に取り付ける作業が面倒なものとなっていた。つまり、上段側の鉄筋保持部に鉄筋を取り付けるためには、その長尺な鉄筋を、第1部材1の上辺と上部鉄筋保持部材との間に挿通させなければならず、その作業が煩瑣であった。
【0006】
また、施工対象となる法面の傾斜が急な場合には、モルタル等の吹き付け材が地側方向にだれることにより、法枠の形状が崩れることもあった。
【0007】
本発明はこのような実情に鑑みてなされ、現地での組付施工が容易で、熟練を要することなく、規格通りの寸法と強度を有する格子状法枠を簡易に形成することのできる現場打ち法枠形成用の検測枠を提供することを目的としている。
【0008】
【課題を解決するための手段】
本発明は上述の課題を解決するための手段を以下のように構成している。
すなわち、請求項1に記載の発明では、法面に網状体を敷設した後、この網状体上に鉄筋を格子状に配置し、この格子状鉄筋にモルタルまたはコンクリートを吹き付けて形成される格子状法枠の形状寸法を規制するための型枠を用いない現場打ち法枠形成用の検測枠にあって、長手方向に適宜の間隔をおいて設けられる所定高さと幅とを有する下開き状で上部開放の一対の脚部を有する第1部材と、この第1部材同士を連結する第2部材を備えるとともに、その第1部材の高さ方向中間部に、幅方向の前記一対の脚部を結ぶ方向に前記鉄筋を保持するための鉄筋保持部材を設けてなること特徴としている。
【0009】
請求項2に記載の発明では、法面に網状体を敷設した後、この網状体上に鉄筋を格子状に配置し、この格子状鉄筋にモルタルまたはコンクリートを吹き付けて形成される格子状法枠の形状寸法を規制するための型枠を用いない現場打ち法枠形成用の検測枠にあって、長手方向に適宜の間隔をおいて設けられる所定高さと幅とを有する下開き状で上部開放の一対の脚部を有する第1部材と、この第1部材同士を連結する第2部材とを備えるとともに、前記第2部材間に、その第2部材と直交する方向に前記鉄筋を保持するための鉄筋保持部材を設けてなることを特徴としている。
【0010】
請求項3に記載の発明では、請求項1に記載の発明における前記鉄筋保持部材が前記一対の脚部間に一段設けられていることを特徴としている。
【0011】
請求項4に記載の発明では、請求項2に記載の発明における前記鉄筋保持部材が前記幅方向に対向する第2部材間に一段設けられていることを特徴としている。
【0012】
請求項5に記載の発明では、請求項1に記載の発明における前記鉄筋保持部材が前記一対の脚部間に上下二段に設けられていることを特徴としている。
【0013】
請求項6に記載の発明では、請求項2に記載の発明における前記鉄筋保持部材が前記幅方向に対向する第2部材間に上下二段に設けられていることを特徴としている。
【0014】
請求項7に記載の発明では、請求項1にないし請求項6のいずれかに記載の発明における前記一対の脚部間の幅方向に網状体を張設してなることを特徴としている。
【0015】
請求項8に記載の発明では、請求項1にないし請求項6のいずれかに記載の発明における前記第2部材に脚部間の長手方向に網状体を張設してなることを特徴としている。
【0016】
第1部材を上部開放としたことにより、長尺な鉄筋をその上方から鉄筋保持部材上に容易に載置して固縛することができ、また、鉄筋保持部材を上下二段に設ける場合には、下側の鉄筋は法面上に敷設した網状体の上に予め載置しておき、その鉄筋を持ち上げて下側の鉄筋保持部材に針金等の結束線によって容易に固縛することができる。
【0017】
一方、脚部間の長手方向または幅方向に張設した網状体によって、急傾斜の法面に施工する場合にも吹付材のだれを効果的に防止することができる。
【0018】
【発明の実施の形態】
以下に本発明の型枠を用いない現場打ち法枠形成用の検測枠の実施の形態を図面に基づいて詳細に説明する。
図1ないし図3は、この発明の検測枠およびこれを用いる法枠工法の一実施形態を示すものである。まず、図1において、Kは検測枠で、この検測枠Kは、所定の高さH(例えば15cm)と幅W(例えば30cm)とを有する一対の第1部材1と、その対向する二つの第1部材1の脚部1Bを連結する一対の第2部材2と、前記第2部材2、2間に、その第2部材2、2と直交する方向に差し渡し設けられる鉄筋保持部材3とにより構成される。
【0019】
上述の第1部材1、第2部材2および鉄筋保持部材3は、例えば防錆加工を施した適宜太さ(例えば直径4mm)の針金よりなり、その第1部材1を構成する両脚部1B,1Bは内側に湾曲して下開き状で上部が開放され、その両脚部1B,1Bの上端間に間隙dを有し、長尺な鉄筋8をその上方から鉄筋保持部材3の上に容易に載置できるようにしてその鉄筋8の組付作業性を向上させている。
【0020】
脚部1Bの下端部は互いに向き合う方向に折曲されて沈み防止部4を形成している。その沈み防止部4の長さは、例えば3cm程度である。この脚部1Bと第2部材2、第2部材2と鉄筋保持部材3とはそれぞれ溶接またはハンダ付けによって固定される。上述の第2部材の長さLは、法面5上に鉄筋8によって形成される格子状法枠Fの一辺の長さよりも短く(図3参照)、例えば30〜40cm程度である。なお、図示は省略するが、鉄筋保持部材3は、一対の脚部1B,1B間に差し渡すように設けてもよい。また、図2中、符号16は所要の被り圧厚を得るために、網状体6を浮設保持するためのスペーサである。
【0021】
このような検測枠Kを用いておこなう、所謂型枠を用いない現場打ち法枠工法の一例について、説明する。予め整地された法面5に目合いが例えば5〜6cm程度の菱形金網などの網状体6を敷設し、アンカーを適宜の間隔で法面5に打ち込んで網状体6を法面5に固定する(図3参照)。
【0022】
前記網状体6の上に、一辺が1〜2m程度の格子状法枠Fの各辺をなす位置に検測枠Kを配置する(図3参照)。次いで、直径6〜15mm、長さ数m程度の鉄筋8を検測枠Kの上部の間隙dから挿入して鉄筋保持部材3上に載置し、適宜の結束線10を用いて鉄筋8を鉄筋保持部材3に結束する。また、鉄筋8、8同士が交叉する箇所も同様に結束する。
【0023】
検測枠Kは、吹付材であるモルタル等11の吹き付け幅および吹き付け高さの目安となるものであるから、格子状法枠Fの各辺に少なくとも一つ設けてあればよく、この実施形態のように、辺の長さが1〜2m,検測枠Kの長さLが30cm程度の場合、各辺に一つの検測枠Kを設けるのみでよい。また、格子状法枠Fの辺の長さがより大になったときには、検測枠Kを2つ以上設けてもよく、検測枠Kの長さLをより大きく(例えば1.3〜1.5m程度)設定してもよい。あるいは、検測枠Kを辺全長に亘って設けてもよい。
【0024】
以上のように構成した格子状鉄筋8に、例えば含水率が7〜8%程度の低スランプのモルタル等11をモルタルガン機などの土木用吹付機(図示してない)によって吹き付ける。この場合、鉄筋8によって形成される格子枠の各辺には、モルタル等11の吹き付け幅および吹き付け高さの目安となる検測枠Kを設けてあるので、この検測枠Kにしたがってモルタル等11の吹き付けを行うだけで、所定寸法もモルタル等よりなる格子状法枠(以下、単に格子状法枠という)Fを容易に形成することができる。すなわち、この実施例においては、下端幅30〜35cm、高さ10〜15cm程度の格子状法枠Fを形成することができ、所定寸法および所定強度の格子状法枠Fを確実に形成できるのである。なお、図2において、符号13はモルタル等11を吹き付けるためのノズルである。
【0025】
以上のようにして法面5に形成された格子状法枠Fに、土壌、有機質材、保水 材(土壌改良材)などと芝草、野草、花、低木類などの種子とを混合してなる植生材料を動力吹付け機などを用いて吹き付けて植生層14(図1参照)を形成したり、また、これに代えて、前記植生材料を粗目の袋体に充填した植生袋(図示していない)を配置するなどして、従来不可能とされていた岩盤法面などにも植生を導入することが可能となり、法面5の景観の向上および植生の根や茎などによる法面5の恒久的安定に寄与するところが大きい。
【0026】
この発明は、上述の実施形態に限られるものではなく、種々に変形して実施することができる。以下、変形例を図面に基づいて説明する。なお、以下の図において図1ないし図3の符号と同一のものは同一物を示す。
【0027】
図4は、特に長尺に形成した検測枠Kを示し、長尺な一対の第2部材2間に、複数の第1部材1、…を設けている。このような検測枠Kでは、例えば鉄筋8と同程度の長さに設定して、予め鉄筋8を各鉄筋保持部材3、…に固縛しておくことにより、現地での施工の手間を省くことができる。
【0028】
図5は、鉄筋保持部材3の中央部に鉄筋8を嵌め込むための凹部31を形成して鉄筋8の組付作業性を向上させ、かつその位置保持性を硝実ならしめたものである。
【0029】
図6および図7は上下二段の鉄筋保持部材3A、3Bを幅方向に対向し合う第2部材2A、2B間および2B、2B間に差し渡すように設けたものであり、この場合、下側の鉄筋8は予め網状体(図示省略)の上に載置しておいたものを持ち上げて鉄筋保持部材3Bに固縛するようにする。
【0030】
図8〜図10は、第1部材1を構成する両脚部1B、1Bを直線状として、製作の容易化を図ったものである。なお、この場合にも、鉄筋保持部材3はその両脚部1B、1B間に差し渡し設けてもよい。
【0031】
図11は吹付材のだれ防止用の網状体Mを両脚部1B、1B間に幅方向に差し渡すように設けたもの、図12は網状体Mを両脚部1B、1B間の長手方向に差し渡すように設けたものであり、図11の場合は検測枠Kの長手方向を法面の傾斜方向と一致させ、また、図12の場合は検測枠Kの幅方向を法面の傾斜方向と一致させてそれぞれ配置すればよい。なお、このようなだれ防止用の網状体Mは、その他の検測枠Kに適宜設けることができるのはいうまでもない。
【0032】
【発明の効果】
以上説明したように、本発明によれば、第1部材を上部開放としたので、長尺は鉄筋を上方から鉄筋保持部材上に容易に載置して作業性よく固縛することができ、また、鉄筋保持部材を上下二段に設ける場合には、下側の鉄筋は法面上に敷設した網状体上に予め載置しておき、その鉄筋を持ち上げて下側の鉄筋保持部材に針金等の結束線により容易に固縛することができ、現地での施工作業性が顕著に向上する。
【0033】
また、脚部間の長手方向または幅方向に網状体を張設しているので、急斜面の法面に施工する場合にもその網状体により吹付材のだれを効果的に防止ることができ、形状精度の高い法枠を形成することができる。
【図面の簡単な説明】
【図1】 本発明の検測枠の一実施形態を示す斜視図である。
【図2】 同吹付作業をおこなっている状態を示す法枠の縦断面図である。
【図3】 同法面上に施工された法枠の部分破断斜視図である。
【図4】 同長尺に形成した検測枠の一例を示す斜視図である。
【図5】 同鉄筋保持部材に鉄筋を嵌め込むための凹部を形成した検測枠の斜視図である。
【図6】 同鉄筋保持部材を上下二段に設けた検測枠の斜視図である。
【図7】 同上下二段に設けた鉄筋保持部材に各二本の鉄筋を配置した検測枠の正面図である。
【図8】 同直線状の脚部で第1部材を形成した検測枠の斜視図である。
【図9】 同直線状の脚部で第1部材を形成した鉄筋を上下二段に設けた検測枠の正面図である。
【図10】 同直線状の脚部で第1部材を形成し複数の鉄筋をそれぞれ上下二段に設けた検測枠の正面図である。
【図11】 同幅方向に網状体を設けた検測枠の斜視図である。
【図12】 同長手方向に網状体を設けた検測枠の斜視図である。
【符号の説明】
1…第1部材、1B…脚部、2、2A、2B…第2部材、3、3A、3B…鉄筋保持部材、5…法面、6、M…網状体、8…鉄筋、F…格子状法枠。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a measurement frame for forming a field-placed frame used when, for example, a slope such as a road or a developed land is greened.
[0002]
[Prior art]
An example of the on-site casting method is “slope stabilization method” disclosed in Japanese Patent Publication No. 58-20338. In this method, after laying a mesh body such as a wire mesh on the slope, reinforced bars are laid on the mesh body, and mortar or concrete (hereinafter referred to as mortar) is sprayed on the grid reinforcement. Since it is designed to form a grid-like method frame made of, etc., it is superior in workability and strength compared to the conventional prefabricated method and on-site method frame method, etc. There is an advantage such as.
[Problems to be solved by the invention]
[0003]
By the way, in the current civil engineering standards, it is ensured that the thickness of a mortar or the like covering the grid reinforcing bars (which is called the covering thickness) is secured to a certain level or more from any surface of the reinforcing bars to obtain a grid method frame with a required strength. Is needed as a quality control standard. However, the on-site casting method is a on-site casting method that does not use a formwork, and the spraying of mortar and the like is performed as an on-site work in an unstable place on the slope, so that The spraying thickness and width of mortar, etc. are likely to be uneven, require considerable skill to form a grid-like frame with a predetermined size, and avoid variations in the size and strength of the grid-like frame I couldn't.
[0004]
For this reason, the present applicant, for example, in the registered utility model publication No. 3008215, in the field casting method using a formwork, a grid-like method frame made of mortar having dimensions and strengths as specified. Has proposed a measurement frame for forming a legal frame that can be easily formed without requiring skill. The inspection frame has a predetermined height and width provided at appropriate intervals in the length direction, and has a trapezoidal shape, an arc shape, a triangular shape, a polygonal shape, an M shape, and a concave polygon. A pair of first members having a shape and a second member that connects the first members to each other, and the reinforcing bar holding members are arranged in two upper and lower stages in a direction connecting the pair of legs at the intermediate portion in the height direction of the first member. Or it is installed horizontally in more stages.
[0005]
However, in the inspection frame as described above, since the length of the reinforcing bar is larger than the interval between the first members arranged in the length direction, it is troublesome to attach the reinforcing bar to the reinforcing bar holding part in the field. It was. In other words, in order to attach a reinforcing bar to the reinforcing bar holding part on the upper stage side, the long reinforcing bar must be inserted between the upper side of the first member 1 and the upper reinforcing bar holding member, which is troublesome. there were.
[0006]
In addition, when the slope of the slope to be constructed is steep, the shape of the frame may be collapsed due to the spraying material such as mortar leaning in the ground side direction.
[0007]
The present invention has been made in view of such circumstances, is easy to assemble on site, and can be used to easily form a grid-like method frame having dimensions and strengths according to standards without requiring skill. The purpose is to provide an inspection frame for legal frame formation.
[0008]
[Means for Solving the Problems]
In the present invention, means for solving the above-described problems are configured as follows.
That is, in the first aspect of the present invention, a grid is formed by laying a mesh on the slope and then arranging reinforcing bars in a grid on the mesh and spraying mortar or concrete on the grid. An inspection frame for forming an on-site method frame that does not use a form frame for regulating the shape dimension of the method frame, and has a downward opening shape having a predetermined height and width provided at appropriate intervals in the longitudinal direction. The first member having a pair of legs that are open at the top and the second member that connects the first members together, and the pair of legs in the width direction at the middle in the height direction of the first member It is characterized in that a reinforcing bar holding member for holding the reinforcing bar is provided in a direction of connecting the reinforcing bars.
[0009]
In the invention according to claim 2, a grid-like method frame formed by laying a mesh body on a slope, arranging reinforcing bars on the mesh body in a grid pattern, and spraying mortar or concrete on the grid reinforcement bar An inspection frame for on-site casting frame formation that does not use a mold for regulating the shape of the upper part, and has a downwardly open upper part with a predetermined height and width provided at appropriate intervals in the longitudinal direction. A first member having a pair of open legs and a second member that connects the first members to each other, and the reinforcing bar is held between the second members in a direction perpendicular to the second member. For this purpose, a reinforcing bar holding member is provided.
[0010]
The invention according to claim 3 is characterized in that the reinforcing bar holding member in the invention according to claim 1 is provided in one step between the pair of leg portions.
[0011]
The invention according to claim 4 is characterized in that the reinforcing bar holding member in the invention according to claim 2 is provided in one step between the second members facing in the width direction.
[0012]
The invention according to claim 5 is characterized in that the reinforcing bar holding member in the invention according to claim 1 is provided in two upper and lower stages between the pair of leg portions.
[0013]
The invention according to claim 6 is characterized in that the reinforcing bar holding member in the invention according to claim 2 is provided in two upper and lower stages between the second members facing in the width direction.
[0014]
The invention according to claim 7 is characterized in that a net-like body is stretched in the width direction between the pair of leg portions in the invention according to any one of claims 1 to 6.
[0015]
The invention according to claim 8 is characterized in that a net-like body is stretched in the longitudinal direction between the leg portions on the second member in the invention according to any one of claims 1 to 6. .
[0016]
When the first member is open at the top, a long reinforcing bar can be easily placed and secured on the reinforcing bar holding member from above, and when the reinforcing bar holding member is provided in two upper and lower stages. The lower rebar is placed in advance on a mesh body laid on the slope, and the rebar can be lifted and easily secured to the lower rebar holding member with a binding wire such as a wire. it can.
[0017]
On the other hand, dripping of the spray material can be effectively prevented even when construction is performed on steep slopes by the nets stretched in the longitudinal direction or the width direction between the leg portions.
[0018]
DETAILED DESCRIPTION OF THE INVENTION
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of an inspection frame for forming a spot casting frame that does not use a mold according to the present invention will be described below in detail with reference to the drawings.
FIG. 1 to FIG. 3 show an embodiment of the inspection frame of the present invention and a frame method using the same. First, in FIG. 1, K is a measurement frame, and this measurement frame K is opposed to a pair of first members 1 having a predetermined height H (for example, 15 cm) and width W (for example, 30 cm). A pair of second members 2 that connect the legs 1B of the two first members 1 and a reinforcing bar holding member 3 that is provided between the second members 2 and 2 in a direction perpendicular to the second members 2 and 2. It consists of.
[0019]
The first member 1, the second member 2, and the reinforcing bar holding member 3 are made of, for example, a wire having an appropriate thickness (for example, 4 mm in diameter) subjected to rust prevention processing, and both leg portions 1 </ b> B constituting the first member 1, 1B is curved inward and is open downward, with the top open, with a gap d between the upper ends of both legs 1B, 1B, and the long reinforcing bar 8 can be easily placed on the reinforcing bar holding member 3 from above. The assembling workability of the reinforcing bar 8 is improved so that it can be placed.
[0020]
The lower end portion of the leg portion 1B is bent in a direction facing each other to form a sinking prevention portion 4. The length of the sinking prevention part 4 is, for example, about 3 cm. The leg 1B and the second member 2, and the second member 2 and the reinforcing bar holding member 3 are fixed by welding or soldering, respectively. The length L of the above-mentioned second member is shorter than the length of one side of the grid-like method frame F formed by the reinforcing bars 8 on the slope 5 (see FIG. 3), for example, about 30 to 40 cm. In addition, although illustration is abbreviate | omitted, you may provide the reinforcing bar holding member 3 so that it may pass between a pair of leg parts 1B and 1B. In FIG. 2, reference numeral 16 denotes a spacer for floatingly holding the mesh body 6 in order to obtain a required covering thickness.
[0021]
An example of an on-site casting method that does not use a so-called formwork, which is performed using such a measurement frame K, will be described. A mesh body 6 such as a rhombus wire mesh having a scale of about 5 to 6 cm, for example, is laid on the slope 5 prepared in advance, and anchors are driven into the slope 5 at an appropriate interval to fix the mesh 6 to the slope 5. (See FIG. 3).
[0022]
An inspection frame K is arranged on the mesh body 6 at a position that forms each side of a grid-like frame F having a side of about 1 to 2 m (see FIG. 3). Next, a reinforcing bar 8 having a diameter of 6 to 15 mm and a length of several meters is inserted from the gap d at the top of the measurement frame K and placed on the reinforcing bar holding member 3, and the reinforcing bar 8 is attached using an appropriate binding wire 10. The reinforcing bar holding member 3 is bound. Moreover, the location where the reinforcing bars 8 and 8 cross each other is similarly bound.
[0023]
The inspection frame K is a measure of the spraying width and spraying height of the mortar 11 that is the spraying material. Therefore, it is sufficient that at least one is provided on each side of the lattice method frame F. When the length of the side is 1 to 2 m and the length L of the measurement frame K is about 30 cm, it is only necessary to provide one measurement frame K for each side. Further, when the length of the side of the lattice method frame F becomes larger, two or more inspection frames K may be provided, and the length L of the inspection frame K is increased (for example, 1.3 to (About 1.5 m) may be set. Alternatively, the inspection frame K may be provided over the entire side.
[0024]
For example, a low slump mortar 11 having a moisture content of about 7 to 8% is sprayed on the grid-like reinforcing bar 8 configured as described above by a civil engineering sprayer (not shown) such as a mortar gun machine. In this case, since a measurement frame K serving as a measure of the spray width and spray height of the mortar 11 is provided on each side of the lattice frame formed by the reinforcing bars 8, mortar and the like are provided according to the measurement frame K. By simply spraying 11, a lattice method frame (hereinafter simply referred to as a lattice method frame) F having a predetermined size made of mortar or the like can be easily formed. That is, in this embodiment, the lattice-like method frame F having a lower end width of 30 to 35 cm and a height of about 10 to 15 cm can be formed, and the lattice-like method frame F having a predetermined size and a predetermined strength can be reliably formed. is there. In FIG. 2, reference numeral 13 denotes a nozzle for spraying mortar 11.
[0025]
As described above, the lattice-like frame F formed on the slope 5 is mixed with soil, organic material, water retention material (soil improvement material), etc. and seeds of turfgrass, wild grass, flowers, shrubs, etc. A vegetation layer 14 (see FIG. 1) is formed by spraying the vegetation material using a power sprayer or the like. Alternatively, a vegetation bag (not shown) filled with a coarse bag body with the vegetation material is used instead. It is possible to introduce vegetation to rock slopes that were previously impossible, and improve the landscape of slope 5, and the slope of vegetation by roots and stems. There is a significant contribution to permanent stability.
[0026]
The present invention is not limited to the above-described embodiment, and can be implemented with various modifications. Hereinafter, modifications will be described with reference to the drawings. In addition, in the following figures, the same thing as the code | symbol of FIG. 1 thru | or FIG. 3 shows the same thing.
[0027]
FIG. 4 shows an inspection frame K formed in a particularly long shape, and a plurality of first members 1,... Are provided between a pair of long second members 2. In such a measurement frame K, for example, the length of the reinforcing bar 8 is set to the same length as that of the reinforcing bar 8, and the reinforcing bar 8 is secured to the reinforcing bar holding members 3 in advance, so that the labor of construction at the site can be reduced. It can be omitted.
[0028]
FIG. 5 shows a concave portion 31 for fitting the reinforcing bar 8 in the central portion of the reinforcing bar holding member 3 to improve the assembling workability of the reinforcing bar 8 and to make the position holding property a glass. .
[0029]
6 and 7 are provided so that the upper and lower two-stage reinforcing bar holding members 3A, 3B are passed between the second members 2A, 2B and 2B, 2B facing each other in the width direction. The rebar 8 on the side is lifted from a mesh body (not shown) and secured to the reinforcing bar holding member 3B.
[0030]
FIGS. 8 to 10 are intended to facilitate manufacture by making both legs 1B and 1B constituting the first member 1 straight. In this case also, the reinforcing bar holding member 3 may be provided between the leg portions 1B and 1B.
[0031]
FIG. 11 shows a structure in which a mesh body M for preventing dripping of the spray material is provided so as to pass in the width direction between both leg portions 1B and 1B, and FIG. 12 shows that the mesh body M is inserted in the longitudinal direction between both leg portions 1B and 1B. In the case of FIG. 11, the longitudinal direction of the measurement frame K coincides with the inclination direction of the normal plane, and in the case of FIG. 12, the width direction of the measurement frame K is set to the inclination of the normal plane. Each may be arranged in accordance with the direction. Needless to say, such a net M for preventing drooling can be provided in other measurement frames K as appropriate.
[0032]
【The invention's effect】
As described above, according to the present invention, since the first member is open at the top, the long can easily place the reinforcing bar on the reinforcing bar holding member from above and can be secured with good workability. When the reinforcing bar holding member is provided in two upper and lower stages, the lower reinforcing bar is placed in advance on a mesh body laid on the slope, and the reinforcing bar is lifted to wire the lower reinforcing bar holding member. The cable can be easily secured with a binding wire such as the one, and the construction workability on site is remarkably improved.
[0033]
In addition, since the mesh body is stretched in the longitudinal direction or the width direction between the legs, even when constructing on the slope of a steep slope, dripping of the spray material can be effectively prevented by the mesh body, A frame with high shape accuracy can be formed.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an embodiment of a measurement frame of the present invention.
FIG. 2 is a longitudinal sectional view of a method frame showing a state in which the spraying operation is performed.
FIG. 3 is a partially cutaway perspective view of a method frame constructed on the same slope.
FIG. 4 is a perspective view showing an example of a measurement frame formed in the same length.
FIG. 5 is a perspective view of an inspection frame in which a concave portion for fitting a reinforcing bar is formed in the reinforcing bar holding member.
FIG. 6 is a perspective view of an inspection frame in which the reinforcing bar holding members are provided in two upper and lower stages.
FIG. 7 is a front view of a measurement frame in which two reinforcing bars are arranged on the reinforcing bar holding members provided in the upper and lower two stages.
FIG. 8 is a perspective view of a measurement frame in which a first member is formed by the straight legs.
FIG. 9 is a front view of an inspection frame in which reinforcing bars in which a first member is formed by straight legs are provided in two upper and lower stages.
FIG. 10 is a front view of an inspection frame in which a first member is formed by the same leg portions and a plurality of reinforcing bars are provided in two upper and lower stages.
FIG. 11 is a perspective view of a measurement frame provided with a net-like body in the same width direction.
FIG. 12 is a perspective view of a measurement frame provided with a net-like body in the same longitudinal direction.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... 1st member, 1B ... Leg part, 2, 2A, 2B ... 2nd member, 3, 3A, 3B ... Rebar holding member, 5 ... Slope, 6, M ... Reticulated body, 8 ... Rebar, F ... Lattice Status frame.

Claims (8)

法面に網状体を敷設した後、この網状体上に鉄筋を格子状に配置し、この格子状鉄筋にモルタルまたはコンクリートを吹き付けて形成される格子状法枠の形状寸法を規制するための型枠を用いない現場打ち法枠形成用の検測枠において、長手方向に適宜の間隔をおいて設けられる所定高さと幅とを有する下開き状で上部開放の一対の脚部を有する第1部材と、この第1部材同士を連結する第2部材とを備えるとともに、その第1部材の高さ方向中間部に、幅方向の前記一対の脚部を結ぶ方向に前記鉄筋を保持するための鉄筋保持部材を設けてなることを特徴とする現場打ち法枠形成用の検測枠。After laying a mesh body on the slope, rebars are placed on the mesh body in a grid pattern, and a mold for regulating the shape dimensions of the grid frame formed by spraying mortar or concrete on the grid reinforcement bars The first member having a pair of legs that are open at the bottom and have a predetermined height and width that are provided at appropriate intervals in the longitudinal direction, in a measurement frame for forming a spot casting frame that does not use a frame. And a second member for connecting the first members to each other, and a reinforcing bar for holding the reinforcing bar in a direction connecting the pair of leg portions in the width direction to the intermediate portion in the height direction of the first member. An inspection frame for on-site casting frame formation, characterized in that a holding member is provided. 法面に網状体を敷設した後、この網状体上に鉄筋を格子状に配置し、この格子状鉄筋にモルタルまたはコンクリートを吹き付けて形成される格子状法枠の形状寸法を規制するための型枠を用いない現場打ち法枠形成用の検測枠において、長手方向に適宜の間隔をおいて設けられる所定高さと幅とを有する下開き状で上部開放の一対の脚部を有する第1部材と、この第1部材同士を連結する第2部材とを備えるとともに、前記第2部材間に、その第2部材と直交する方向に前記鉄筋を保持するための鉄筋保持部材を設けてなることを特徴とする現場打ち法枠形成用の検測枠。After laying a mesh body on the slope, rebars are placed on the mesh body in a grid pattern, and a mold for regulating the shape dimensions of the grid frame formed by spraying mortar or concrete on the grid reinforcement bars The first member having a pair of legs that are open at the bottom and have a predetermined height and width that are provided at appropriate intervals in the longitudinal direction, in a measurement frame for forming a spot casting frame that does not use a frame. And a second member for connecting the first members, and a reinforcing bar holding member for holding the reinforcing bar in a direction perpendicular to the second member is provided between the second members. Inspection frame for forming on-site casting frame. 前記鉄筋保持部材が前記一対の脚部間に一段設けられていることを特徴とする請求項1に記載の現場打ち法枠形成用の検測枠。  The inspection frame for forming a spot casting frame according to claim 1, wherein the reinforcing bar holding member is provided in one stage between the pair of leg portions. 前記鉄筋保持部材が前記幅方向に対向する第2部材間に一段設けられていることを特徴とする請求項2に記載の現場打ち法枠形成用の検測枠。  3. The inspection frame for forming a spot casting frame according to claim 2, wherein the reinforcing bar holding member is provided in one step between second members facing in the width direction. 前記鉄筋保持部材が前記一対の脚部間に上下二段に設けられていることを特徴とする請求項1に記載の現場打ち法枠形成用の検測枠。  The inspection frame for forming a spot casting frame according to claim 1, wherein the reinforcing bar holding member is provided in two upper and lower stages between the pair of leg portions. 前記鉄筋保持部材が前記幅方向に対向する第2部材間に上下二段に設けられていることを特徴とする請求項2に記載の現場打ち法枠形成用の検測枠。  The inspection frame for forming a spot casting frame according to claim 2, wherein the reinforcing bar holding member is provided in two upper and lower stages between the second members facing in the width direction. 前記脚部間の幅方向に網状体を張設してなることを特徴とする請求項1ないし請求項6のいずれかに記載の現場打ち法枠形成用の検測枠。  The inspection frame for forming a spot casting frame according to any one of claims 1 to 6, wherein a net-like body is stretched in the width direction between the legs. 前記脚部間の長手方向に網状体を張設してなることを特徴とする請求項1ないし請求項6のいずれかに記載の現場打ち法枠形成用の検測枠。  The inspection frame for forming a spot casting frame according to any one of claims 1 to 6, wherein a net-like body is stretched in a longitudinal direction between the legs.
JP32369795A 1995-11-18 1995-11-18 Inspection frame for on-site casting frame formation Expired - Fee Related JP3658060B2 (en)

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