JP2748262B2 - Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the same - Google Patents
Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the sameInfo
- Publication number
- JP2748262B2 JP2748262B2 JP6234235A JP23423594A JP2748262B2 JP 2748262 B2 JP2748262 B2 JP 2748262B2 JP 6234235 A JP6234235 A JP 6234235A JP 23423594 A JP23423594 A JP 23423594A JP 2748262 B2 JP2748262 B2 JP 2748262B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- reinforcing bar
- members
- grid
- mortar
- 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 - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明は、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施工される、現場打
ち法枠工法に使用する鉄筋保持部材を設けてなる法枠形
成用の検測枠とこれを用いて施工する法枠工法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a legal frame provided with a reinforcing steel holding member used in a cast-in-place method, for example, when greening a slope such as a road or a constructed ground. The present invention relates to an inspection frame and a method of construction using the same.
【０００２】[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ので、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。2. Description of the Related Art As an example of the cast-in-place method, there is a "slope stabilization method" disclosed in Japanese Patent Publication No. 58-20338. In this method, after laying a mesh such as a wire mesh on the slope, laying a reinforcing bar in a grid on this mesh and spraying mortar or concrete (hereinafter referred to as mortar, etc.) on the grid-shaped reinforcing bar. Since it is designed to form a grid-like method frame consisting of etc., compared to the conventional prefabricated type or cast-in-place method, it has excellent workability and strength, and uses less base material and is inexpensive There is an advantage that it is.
【０００３】[0003]
【発明が解決しようとする課題】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５ｃｍ以上で
あることが、所要強度の格子状法枠を得るための品質管
理基準として義務付けられている。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。According to the current civil engineering standards, the required strength is such that the thickness of the mortar or the like covering the lattice-shaped reinforcing steel (hereinafter referred to as “covering thickness”) is 5 cm or more from any surface of the reinforcing steel. It is obliged as a quality control standard to obtain a grid-like framework. However, the cast-in-place method is a cast-in-place method that does not use a formwork, and the mortar or the like is sprayed as an on-site work in an unstable place on the slope. The thickness and width of the sprayed mortar and the like are likely to be non-uniform, requiring considerable skill to form a grid-shaped frame with a predetermined size, and avoiding variations in the size and strength of the grid-shaped frame. I couldn't.
【０００４】この発明は、上述の事柄に留意してなされ
たもので、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等よりなる
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
ができる法枠形成用の検測枠を提供することを目的とし
ている。[0004] The present invention has been made in consideration of the above-mentioned matter, and in a cast-in-place method using no formwork,
It is an object of the present invention to provide a measuring frame for forming a legal frame which can easily form a lattice-like legal frame made of mortar or the like having a standard size and strength without requiring skill.
【０００５】[0005]
【課題を解決するための手段】上記目的を達成するた
め、この発明の検測枠は、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
格子状法枠の寸法を規制する法枠形成用の検測枠であっ
て、所定の高さと幅を有する正面視弓状形で、長さ方向
に適宜の間隔をおいて鉄筋を跨いで設けられる一対の第
１部材と、この第１部材の高さ方向中間部どうしを連結
する二つの第２部材と、第２部材どうしに架け渡すよう
に横設された鉄筋保持部材とからなることを特徴として
いる。Means for Solving the Problems To achieve the above object, the inspection frame of the present invention, after laying a net on a slope,
A test frame for forming a legal frame for regulating the dimensions of a lattice-shaped legal frame formed by spraying mortar or concrete onto the lattice-shaped reinforcing bar, the reinforcing bars being arranged in a grid on the mesh body, A pair of first members having a height and a width in a front view and having a suitable interval in the length direction and straddling a reinforcing bar, and a pair of first members connecting the height intermediate portions of the first members. It is characterized by comprising two second members and a reinforcing-bar holding member laterally provided so as to bridge between the second members.
【０００６】また、この発明の法枠工法は、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
き付けてモルタルまたはコンクリートよりなる格子状法
枠を形成する法枠工法において、所定の高さと幅を有す
る正面視弓状形で、長さ方向に適宜の間隔をおいて鉄筋
を跨いで設けられる一対の第１部材と、この第１部材の
高さ方向中間部どうしを連結する二つの第２部材と、第
２部材どうしに架け渡すように横設された鉄筋保持部材
とからなる検測枠を鉄筋を跨ぐように配置し、前記鉄筋
保持部材に鉄筋を結束して配筋した状態で、この検測枠
に従ってモルタルまたはコンクリートを吹き付けて法枠
を形成することを特徴としている。Further, in the method of the present invention, after laying a mesh on a slope, reinforcing bars are arranged in a grid on the mesh, and mortar or concrete is sprayed on the grid-like reinforcing bar to mortar or concrete. In a method frame method for forming a grid-shaped method frame comprising: a pair of first members provided in a bow shape in a front view having a predetermined height and width, and straddling a reinforcing bar at appropriate intervals in a length direction; The inspection frame composed of the two second members connecting the intermediate portions in the height direction of the first member and the reinforcing bar holding member laid laterally so as to bridge the second members so as to straddle the reinforcing bars. In a state where the reinforcing bars are arranged and reinforced and bound to the reinforcing bar holding member, mortar or concrete is sprayed according to the inspection frame to form a normal frame.
【０００７】前記鉄筋保持部材は、第２部材どうしを結
ぶように二本横設するのが通常であるが、一本もしくは
数本横設してあってもよい。[0007] It is normal that two rebar holding members are provided side by side so as to connect the second members, but one or several rebar holding members may be provided side by side.
【０００８】[0008]
【作用】この発明で用いる検測枠Ｋは、例えば図４に示
すように、所定の高さＨ（例えば９ｃｍ）と幅Ｗ（例え
ば３０ｃｍ）とを有するように形成されるとともに、第
１部材１と、この第１部材１どうしを連結する二つの第
２部材２とを備えるとともに、第１部材１の高さ方向中
間部において第２部材上に鉄筋保持部材３を二本横設し
てなるものである。この検測枠Ｋを構成する第１部材
１、第２部材２は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の針金よりなり、第１部材と第２
部材２とは溶接またはハンダ付けによって連結されてい
る。また、鉄筋保持部材３は、例えば一対の第２部材上
に第２部材どうしに架け渡すように二本溶接されてい
る。したがって、検測枠Ｋの構造が簡単で、その製作も
容易であり、安価である。The inspection frame K used in the present invention is formed to have a predetermined height H (for example, 9 cm) and a width W (for example, 30 cm) as shown in FIG. 1 and two second members 2 for connecting the first members 1 to each other, and two reinforcing bar holding members 3 are laterally provided on the second member at a height direction intermediate portion of the first member 1. It becomes. The first member 1 and the second member 2 and the rebar holding member 3 which constitute the inspection frame K are made of, for example, a wire having an appropriate thickness subjected to rust-proofing.
The member 2 is connected by welding or soldering. Further, two reinforcing bar holding members 3 are welded on, for example, a pair of second members so as to bridge between the second members. Therefore, the structure of the inspection frame K is simple, its manufacture is easy, and it is inexpensive.
【０００９】そして、法面４に所定のモルタルなどより
なる格子状法枠１２を形成するに際しては、法面４を整
形した後、図１に示すように、法面４全体に菱形金網な
どの網状体５を敷設し、この網状体５上に鉄筋７を格子
状に配置する。そして、図２に示すように、検測枠Ｋを
網状体５上に適宜の間隔をおいて配置し、結束線６で鉄
筋７と鉄筋保持部材３を結束し、その後、図１および図
３に示すように、格子枠を形成する鉄筋７にモルタルな
ど１１を吹き付けるのである。When forming the grid-like method frame 12 made of a predetermined mortar or the like on the slope 4, the slope 4 is shaped and then, as shown in FIG. The mesh 5 is laid, and the reinforcing bars 7 are arranged on the mesh 5 in a lattice shape. Then, as shown in FIG. 2, the inspection frame K is arranged at an appropriate interval on the mesh body 5, and the reinforcing bar 7 and the reinforcing bar holding member 3 are bound by the binding wire 6, and thereafter, FIGS. As shown in (1), mortar 11 or the like is sprayed on the reinforcing bar 7 forming the lattice frame.
【００１０】このようにすることにより、鉄筋７に対し
てモルタルなど１１を所定幅および高さになるように確
実に吹き付けることができ、所定強度を有するモルタル
などよりなる格子状法枠１２を法面４に確実に形成する
ことができる。[0010] By doing so, it is possible to blow mortar like 11 against rebars 7 reliably to a predetermined width and height, the lattice-like process frame 12 including, for example, mortars having a predetermined intensity It can be reliably formed on the slope 4.
【００１１】[0011]
【実施例】図１〜図４は、この発明の検測枠およびこれ
を用いる法枠工法の一例を示すものである。まず、図４
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９ｃｍ）と幅Ｗ（例えば３０ｃｍ）とを有す
る一対の第１部材１と、この第１部材１どうしを連結す
る第２部材２と、第１部材１の高さ方向中間部において
第１部材１を連結する第２部材上に第２部材どうしに架
け渡すように二本横設される鉄筋保持部材３とから構成
されている。1 to 4 show an example of an inspection frame according to the present invention and a method of construction using the inspection frame. First, FIG.
In the above, K is an inspection frame, and this inspection frame K is composed of a pair of first members 1 having a predetermined height H (for example, 9 cm) and a width W (for example, 30 cm), and the first members 1. A second member 2 to be connected, and a reinforcing bar holding member 3 horizontally provided so as to bridge between the second members on a second member connecting the first member 1 at an intermediate portion in the height direction of the first member 1. It is composed of
【００１２】すなわち、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）の針金よりなる。第２部材２の両
端部は、溶接またはハンダ付けによって第１部材１の下
端部よりやや上方位置に固着されている。なお、第２部
材２の長さＬは、法面４に鉄筋７によって形成される格
子枠の一つの辺の長さよりも短く、例えば４０ｃｍ程度
でよい。That is, the first member 1, the second member 2, and the rebar holding member 3 are made of, for example, rust-preventing wires having an appropriate thickness (for example, a diameter of 4 mm). Both ends of the second member 2 are fixed to positions slightly above the lower end of the first member 1 by welding or soldering. The length L of the second member 2 is shorter than the length of one side of the lattice frame formed by the reinforcing bars 7 on the slope 4 and may be, for example, about 40 cm.
【００１３】次に、上記検測枠Ｋを用いて行う現場打ち
法枠工法の一例について、図１〜図３を参照しながら説
明する。予め整形された法面４に目合いが例えば５〜６
ｃｍ程度の菱形金網などの網状体５を敷設し、アンカー
を適宜の間隔で法面４に打ち込んで網状体５を法面４に
固定する（図２および図３参照）。Next, an example of the in-situ casting method using the inspection frame K will be described with reference to FIGS. Eyes on preformed slope 4 are, for example, 5-6
A mesh body 5 such as a diamond-shaped wire netting of about cm is laid, and anchors are driven into the slope 4 at appropriate intervals to fix the mesh body 5 to the slope 4 (see FIGS. 2 and 3).
【００１４】前記網状体５の上に例えば直径が６〜１０
ｍｍ程度の鉄筋７を一辺が１〜２ｍ程度の格子状に組み
合わせて配置する（図１参照）。On the mesh 5, for example, a diameter of 6 to 10
Reinforcing bars 7 of about mm are combined and arranged in a lattice shape with one side of about 1 to 2 m (see FIG. 1).
【００１５】そして、鉄筋７からなる格子枠の各辺のほ
ぼ中央に、第１部材１が鉄筋７を跨ぎ、鉄筋７を鉄筋保
持部材３と結束させるようにして、検測枠Ｋを網状体５
上に適宜の間隔をおいて配置する（図１および図２参
照）。The first frame 1 straddles the reinforcing bar 7 substantially at the center of each side of the grid frame made of the reinforcing bar 7 and binds the reinforcing bar 7 to the reinforcing bar holding member 3. 5
It is arranged at an appropriate interval above (see FIGS. 1 and 2).
【００１６】前記検測枠Ｋ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ものであるから、
格子枠の各辺に少なくとも一つ設けてあればよく、この
実施例のように、辺の長さが１〜２ｍ、検測枠Ｋの長さ
Ｌが４０ｃｍのときは、各辺に一つの検測枠Ｋを設ける
だけでよい。また、前記辺の長さがより大きくなったと
きは、前記寸法の検測枠Ｋを二以上設けてもよい。The inspection frame K serves as a measure of the spray width and spray height of the mortar 11 or the like.
As long as at least one is provided on each side of the lattice frame, as in this embodiment, when the length of the side is 1 to 2 m and the length L of the inspection frame K is 40 cm, one side is provided for each side. It is only necessary to provide the inspection frame K. Further, when the length of the side becomes longer, two or more inspection frames K of the above dimensions may be provided.
【００１７】以上のように構成した格子状鉄筋７に、例
えば含水率が７〜８％程度の低スランプのモルタルなど
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７によって形
成される格子枠の各辺には、モルタルなど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など１１
の吹き付けを行うだけで、所定寸法のモルタル等よりな
る格子状法枠（以下、単に格子状法枠という）１２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１２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１２を確実に形成できるので
ある。なお、図１および図３において、符号１３はモル
タルなど１１を吹き付けるためのノズルである。A low-slump mortar 11 having, for example, a water content of about 7 to 8% is sprayed on the lattice-shaped reinforcing bar 7 constructed as described above by a civil engineering spraying machine (not shown) such as a mortar gun machine. In this case, on each side of the lattice frame formed by the reinforcing bar 7, a detection frame K serving as a guide of the spray width and the spray height of the mortar 11 is provided. 11
By simply spraying, a grid-like method frame (hereinafter simply referred to as a grid-like method frame) 12 made of mortar or the like having a predetermined dimension can be easily formed. That is, in this embodiment, it is possible to form the grid-like method frame 12 having a lower end width of about 30 to 35 cm and a height of about 10 to 15 cm, and it is possible to reliably form the grid-like method frame 12 having a predetermined size and a predetermined strength. is there. In FIGS. 1 and 3, reference numeral 13 denotes a nozzle for spraying mortar 11 or the like.
【００１８】以上のようにして法面４に形成された格子
状法枠１２内に、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、法面の景観の向上および植生の根や茎などによる
法面の恒久的安定に寄与するところが大きい。The soil, organic material, water retaining material (soil improving material), etc. and seeds such as turfgrass, wild grass, flowers, shrubs, etc. are placed in the lattice-shaped frame 12 formed on the slope 4 as described above. The mixed vegetation material is sprayed using a power sprayer or the like to form a vegetation layer 14 (see FIG. 1), or alternatively, a vegetation bag in which the vegetation material is filled in a coarse bag. It is possible to introduce vegetation to rock slopes, etc., which was previously impossible by placing (not shown), improving the landscape of the slopes and using vegetation with roots and stems. It greatly contributes to the permanent stability of the surface.
【００１９】そして、検測枠Ｋにおける第２部材２の設
置高さは任意であるが、鉄筋７の被り厚を所定値以上確
保したい場合は、第１部材の高い位置に固定するのが望
ましい。また、検測枠Ｋをプラスチックによって一体成
形によって形成してあってもよい。The installation height of the second member 2 in the inspection frame K is arbitrary, but when it is desired to secure the covering thickness of the reinforcing bar 7 to a predetermined value or more, it is desirable to fix the reinforcing member 7 at a high position on the first member. . Further, the inspection frame K may be integrally formed of plastic.
【００２０】さらに、格子枠の一つの辺に設けられる鉄
筋７は必ずしも一本でなくても複数本でもよく、その場
合、鉄筋７の交点付近に四本の長目のアンカーを法面４
に打ち込み、鉄筋を井桁状に支承結束し、これを一段あ
るいは数段重ねるようにしてもよい。また、いずれの実
施例においても、鉄筋保持部材は第１部材あるいは第２
部材に、溶接またはハンダ付けさらには番線等による結
束手段により固着している。Further, the reinforcing bar 7 provided on one side of the lattice frame is not necessarily one, but may be a plurality of bars. In this case, a fourth long anchor is provided near the intersection of the reinforcing bars 7 on the side surface 4.
, And the reinforcing bars may be supported and bound in a cross-girder shape, and may be stacked one or several steps. In any of the embodiments, the rebar holding member is the first member or the second member.
It is fixed to the member by welding or soldering, or by binding means such as a wire.
【００２１】[0021]
【発明の効果】この発明は以上説明した通りであり、こ
の発明の検測枠は、構造が簡単であり、容易かつ安価に
製造できるとともに、その取扱いが簡単である。そし
て、検測枠に設けた鉄筋保持部材によって、格子状法枠
に中心部材となる鉄筋を安定に保持することができる。The present invention has been described above. The inspection frame of the present invention has a simple structure, can be manufactured easily and inexpensively, and is easy to handle. Then, the reinforcing bar holding member provided on the inspection frame can stably hold the reinforcing bar serving as the central member in the lattice-shaped method frame.
【００２２】また、この検測枠を用いる法枠工法におい
ては、モルタルなどの吹き付けムラがなくなり、鉄筋の
まわりに所定の被り厚を有する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
することなく容易に法面に形成することができる。Further, in the legal frame construction method using this test Hakawaku, mortar eliminates spraying unevenness such as lattice-like including, for example, mortars having dimensions and strength standards as having a predetermined fog thickness around the reinforcing bars The method frame can be easily formed on the slope without skill.
【図１】この発明の現場打ち法枠工法の一例を示す図で
ある。FIG. 1 is a diagram illustrating an example of a cast-in-place method according to the present invention.
【図２】前記工法の要部を示す図である。FIG. 2 is a view showing a main part of the method.
【図３】前記工法の要部を示す正面図である。FIG. 3 is a front view showing a main part of the method.
【図４】この工法で用いる検測枠の一例を示す斜視図で
ある。FIG. 4 is a perspective view showing an example of an inspection frame used in this method.
１；第１部材、２；第２部材、３；鉄筋保持部材、４；
法面、５；網状体、６；結束線、７；鉄筋、１１；モル
タルなど、１２；格子状法枠、１３；ノズル、１４；植
生層。DESCRIPTION OF SYMBOLS 1; 1st member, 2; 2nd member, 3; Rebar holding member, 4;
Slope, 5; reticulated body, 6; binding wire, 7; reinforcing bar, 11; mortar, etc., 12; grid-shaped slope, 13; nozzle, 14;
───────────────────────────────────────────────────── フロントページの続き (72)発明者 須广 清 岡山県津山市高尾590番地の１ 日本植 生株式会社内 (56)参考文献 特開 昭57−224（ＪＰ，Ａ) ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Kiyoshi Suhiro, 590-1 Takao, Tsuyama City, Okayama Prefecture Inside Nippon Vegetation Co., Ltd. (56) References JP-A-57-224 (JP, A)
Claims (2)
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
の寸法を規制する法枠形成用の検測枠であって、所定の
高さと幅を有する正面視弓状形で、長さ方向に適宜の間
隔をおいて鉄筋を跨いで設けられる一対の第１部材と、
この第１部材の高さ方向中間部どうしを連結する二つの
第２部材と、第２部材どうしに架け渡すように横設され
た鉄筋保持部材とからなることを特徴とする法枠形成用
の検測枠。After laying a mesh on a slope, reinforcing bars are arranged in a grid on the mesh, and the size of a grid-like frame formed by spraying mortar or concrete on the grid is regulated. A pair of first members provided in a test frame for forming a legal frame, having a bow shape in a front view having a predetermined height and a predetermined width, and straddling a reinforcing bar at appropriate intervals in a length direction,
A method for forming a legal frame, comprising: two second members for connecting intermediate portions in the height direction of the first member; and a reinforcing bar holding member laterally provided so as to bridge between the second members. Inspection frame.
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モルタルまたはコンク
リートよりなる格子状法枠を形成する法枠工法におい
て、所定の高さと幅を有する正面視弓状形で、長さ方向
に適宜の間隔をおいて鉄筋を跨いで設けられる一対の第
１部材と、この第１部材の高さ方向中間部どうしを連結
する二つの第２部材と、第２部材どうしに架け渡すよう
に横設された鉄筋保持部材とからなる検測枠を鉄筋を跨
ぐように配置し、前記鉄筋保持部材に鉄筋を結束して配
筋した状態で、この検測枠に従ってモルタルまたはコン
クリートを吹き付けて法枠を形成することを特徴とする
法枠工法。2. After laying a mesh on a slope, reinforcing bars are arranged in a grid on the mesh, and mortar or concrete is sprayed on the grid to form a grid-like frame made of mortar or concrete. A pair of first members which are provided in a bow shape having a predetermined height and width in a front view and which are provided straddling a reinforcing bar at appropriate intervals in a length direction, and a height of the first members. The two second members connecting the middle parts in the direction, and the inspection frame composed of a reinforcing bar holding member laterally provided so as to bridge between the second members is arranged so as to straddle the reinforcing bar, and the reinforcing bar holding member A method of forming a frame by spraying mortar or concrete in accordance with the inspection frame in a state where the reinforcing bars are bound and arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6234235A JP2748262B2 (en) | 1994-09-02 | 1994-09-02 | Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6234235A JP2748262B2 (en) | 1994-09-02 | 1994-09-02 | Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the same |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12358697A Division JPH1046594A (en) | 1997-04-26 | 1997-04-26 | Slope frame forming detecting measuring frame on which reinforcement holding member is arranged and slope frame construction method using this |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0874261A JPH0874261A (en) | 1996-03-19 |
| JP2748262B2 true JP2748262B2 (en) | 1998-05-06 |
Family
ID=16967815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6234235A Expired - Fee Related JP2748262B2 (en) | 1994-09-02 | 1994-09-02 | Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2748262B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57224A (en) * | 1980-05-30 | 1982-01-05 | Sakuyoshi Izumi | Protection work of slope and modified ruler used therefor |
-
1994
- 1994-09-02 JP JP6234235A patent/JP2748262B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0874261A (en) | 1996-03-19 |
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