JP2997407B2 - Test wire - Google Patents
Test wireInfo
- Publication number
- JP2997407B2 JP2997407B2 JP7323694A JP32369495A JP2997407B2 JP 2997407 B2 JP2997407 B2 JP 2997407B2 JP 7323694 A JP7323694 A JP 7323694A JP 32369495 A JP32369495 A JP 32369495A JP 2997407 B2 JP2997407 B2 JP 2997407B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- inspection
- legs
- mortar
- grid
- 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]
【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場合などに使用される現場打ち
法枠工法において、法面に適宜の間隔をおいて配置され
る新規な検測線材に関するものである。The present invention relates to is placed e.g. Oite the cast-in-place method Form System used for example, to greening the slope of roads and reclamation areas, at appropriate intervals in slope
That is relates to a novel detection survey line material.
【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
タル等という)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、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、使用する器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, a reinforcing bar is laid on the mesh in a grid pattern, and mortar or concrete (hereinafter referred to as mortar, etc.) is sprayed on the grid-shaped reinforcing bar. It has a grid-like method frame, and is superior to conventional prefabricated and cast-in-place method methods in terms of workability and strength, and has the advantage of using less equipment and being less expensive. There 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、モルタルなどの吹き付けは、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などの吹き付け厚さや幅が
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。By the way, according to the current civil engineering standards, the thickness of the mortar or the like covering the lattice-shaped rebar (referred to as “overlapping thickness”) is ensured to be a certain level or more from any surface of the rebar. It is needed as a quality control standard to obtain the required strength grid-like method. However,
The cast-in-place method is a cast-in-place method that does not use a formwork, and spraying such as mortar is performed as an on-site work in an unstable place on the slope.
Spraying thickness and width of mortar or the like to the grid-shaped rebar are likely to be uneven, requiring considerable skill to form a grid-shaped frame with predetermined dimensions, and causing variations in the size and strength of the grid-shaped frame. Could not be avoided.
【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
ができる検測線材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 wire capable of easily forming a grid-like method frame made of mortar or the like having a specified size and strength without skill.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するに至
った本発明は、法面に敷設された網状体上に格子状に配
置された鉄筋にモルタルまたはコンクリートを吹き付け
て所定寸法の格子状法枠を形成するために法面に適宜の
間隔をおいて配置して、モルタルまたはコンクリートの
吹き付け幅および吹き付け高さの目安とする検測線材で
あって、所定の高さと幅を有し両端に脚部が形成される
とともに、その両脚部間に凹部が形成され、この凹部に
て前記鉄筋を支持するように構成されていることを特徴
とする検測線材を提供する。According to the present invention, which has attained the above object, there is provided a grid on a net laid on a slope.
Mortar or concrete is sprayed on the placed rebar
To form a grid-shaped method frame
Mortar or concrete
Inspection wire used as a guide for spray width and spray height
With a predetermined height and width, legs are formed at both ends
At the same time , a recess is formed between the two legs , and this recess
Is configured to support the rebar Te that provides inspection survey line member, characterized in Rukoto.
【0006】この場合、前記検測線材が一つの凹部を有
する正面視M字形状であってもよい。あるいは、前記凹
部を二つ有するようにしてあってもよい。また、前記検
測線材の一つの凹部が2本の鉄筋を挟持してもよい。さ
らに、網状体を結束する網状体結束部材を検測線材の両
脚部に設けて、検測線材の両脚部を前記網状体に結束し
前記網状体を所定の高さに浮設保持してもよく、鉄筋を
結束する鉄筋結束部材を検測線材の脚部間に架設しても
よい。加えて、網状体を結束する網状体結束部材を前記
鉄筋結束部材に設けてもよい。In this case, the inspection wire may have an M shape in a front view having one concave portion. Alternatively, two concave portions may be provided. Further, one recess of said analyzing survey line material may be a two reinforcing bars to nip. Further, even if a net-like body binding member that binds the net-like body is provided on both legs of the test wire, the two legs of the test wire are bound to the net, and the net is floated and held at a predetermined height. A reinforcing bar binding member for binding the reinforcing bars may be provided between the legs of the inspection wire. In addition, a mesh binding member for binding the mesh may be provided on the reinforcing bar binding member.
【0007】さらに、検測線材の両脚部の下端それぞれ
を折曲して沈み防止部を形成してあってもよく、また、
検測線材を構成する部材が防錆加工を施した針金から構
成してあってもよい。 Further, each of the lower ends of both legs of the inspection wire may be bent to form a sink prevention portion.
Members constituting the test survey line material but it may also be each other to form from wire which has been subjected to anti-rust processing.
【0008】この発明の検測線材1は格子状法枠2(図
3参照)の寸法を規制するもの、つまり、モルタル等6
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
って、その高さは、8〜15cmが好ましく、幅は、3
0〜35cmが好ましい。例えば図2、図3に示すよう
に、検測線材1は、頂部10、両脚部11、11より構
成され、この頂部10に凹部10aを形成し、所定の高
さH(例えば10cm)と幅W(例えば30cm)とを
有する正面視M字形状である。この検測線材1は、防錆
加工を施した適宜太さの針金よりなる。 The inspection wire 1 of the present invention regulates the size of the grid-like method frame 2 (see FIG. 3), that is, a mortar 6 or the like.
Is a measure of the spray width and the spray height, the height is preferably 8 to 15 cm, the width is 3
0-35 cm is preferred. For example, as shown in FIGS. 2 and 3, the inspection wire 1 includes a top portion 10 and both leg portions 11, 11, and a concave portion 10 a is formed in the top portion 10, and has a predetermined height H (for example, 10 cm) and a width. W (for example, 30 cm). The inspection wire 1 is made of a wire having an appropriate thickness subjected to a rustproofing process.
【0009】そして、法面に所定のモルタル等よりなる
格子状法枠2を形成するに際しては、法面3を整形した
後、図1に示すように、法面3全体に菱形金網などの網
状体4を敷設し、この網状体4上に鉄筋5を格子状に配
置する。そして、図1、図2に示すように、検測線材1
を、その検測線材1の両脚部11、11間に形成された
凹部10aが前記鉄筋5に係合するように適宜の間隔を
おいて配置するとともに、図3に示すように、検測線材
1の両脚部11、11を網状体4に結束して網状体4を
所定の高さhに浮設保持し、その後、格子枠を形成する
鉄筋5に検測線材1にしたがってモルタル6等を吹き付
けるのである。When forming a grid-like method frame 2 made of a predetermined mortar or the like on the slope, the slope 3 is shaped, and then, as shown in FIG. The body 4 is laid, and the reinforcing bars 5 are arranged on the mesh body 4 in a lattice shape. Then, as shown in FIG. 1 and FIG.
Are arranged at appropriate intervals so that the concave portions 10a formed between the two legs 11, 11 of the measurement wire 1 engage with the rebar 5, and as shown in FIG. The two legs 11, 11 are bound to the mesh body 4 to hold the mesh body 4 at a predetermined height h, and then the mortar 6 and the like are laid on the reinforcing bar 5 forming the lattice frame according to the measurement wire 1. Spray it.
【0010】このようにすることにより、鉄筋5に対し
てモルタル等6を所定幅および高さになるように正確に
吹き付けることができ、所定強度を有するモルタル等よ
りなる格子状法枠2を法面3に確実に形成することがで
きる。By doing so, the mortar or the like 6 can be accurately blown to the reinforcing bar 5 so as to have a predetermined width and height. It can be reliably formed on the surface 3.
【0011】[0011]
【発明の実施の形態】図1〜図3は本発明の検測線材1
を現場打ち法枠工法に用いた場合の第1の実施形態を示
すものである。まず、この発明の検測線材1について、
図1、図3を参照しながら説明する、図3に示すよう
に、検測線材1は、頂部10、両脚部11、11よりな
り、頂部10には、V字状の凹部10aが形成されてい
る。この検測線材1は、所定の高さH(例えば10c
m)と幅W(例えば30cm)とを有するM字形状に構
成されている。そして、この検測線材1は、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。
そして、網状体4は、針金7等によって検測線材1の脚
部11の下端部11aよりやや上方位置に結束され、こ
れにより網状体4は所定の高さh(例えば3〜4cm)
に浮設保持される。そして、法面3に鉄筋5によって形
成される格子枠の一つの辺L(例えば1〜2m)に、検
測線材1が鉄筋5を支持するように適宜の間隔(例えば
40〜50cm)をおいて配置される。なお、前記凹部
10aの形状はV字状に限られるものではなく、U字状
の凹部に鉄筋5を嵌入するようにしてもよい。1 to 3 show a measuring wire 1 according to the present invention.
The show a first embodiment in the case of using the cast-in-place method Form System. First, regarding the inspection wire 1 of the present invention,
As will be described with reference to FIGS. 1 and 3, as shown in FIG. 3, the inspection wire 1 includes a top portion 10 and both leg portions 11, 11, and a V-shaped concave portion 10 a is formed in the top portion 10. ing. The inspection wire 1 has a predetermined height H (for example, 10 c
m) and a width W (for example, 30 cm). The measuring wire 1 is made of a wire having an appropriate thickness (for example, a diameter of 4 mm) that has been subjected to rust-preventive processing.
The mesh 4 is bound by a wire 7 or the like to a position slightly above the lower end 11a of the leg 11 of the inspection wire 1, whereby the mesh 4 has a predetermined height h (for example, 3 to 4 cm).
Is held floating. Then, an appropriate interval (for example, 40 to 50 cm) is provided on one side L (for example, 1 to 2 m) of the lattice frame formed by the reinforcing bar 5 on the slope 3 so that the measuring wire 1 supports the reinforcing bar 5. And placed. The shape of the recess 10a is not limited to the V-shape, and the reinforcing bar 5 may be fitted into the U-shaped recess.
【0012】次に、前記検測線材1を用いて行う現場打
ち法枠工法の一例について、図2をも参照しながら説明
する。Next, an example of the in-situ frame method using the inspection wire 1 will be described with reference to FIG.
【0013】予め整形された法面3に目合いが例えば5
〜6cm程度の菱形金網などの網状体4を敷設した後、
この網状体4上に鉄筋5を格子状に配置する。この場
合、網状体4の上に例えば直径が6〜15mm程度の鉄
筋5を一辺が1〜2m程度の格子状に組み合わせて配置
する。そして、前記鉄筋5の交点(図1参照)には例え
ば直径16mm、長さ40〜50cm程度のアンカー8
を法面3から7〜8cm程度突出させた状態で打ち込
み、鉄筋5を適宜の結束線(図示せず)を用いてアンカ
ー8の突出部に結束する。一方、前記交点と交点との間
にも、図2、図3に示すように、例えば直径9mm、長
さ30cm程度のアンカー9を法面3から7〜8cm程
度突出させた状態で打ち込み、鉄筋5を適宜の結束線
(図示せず)を用いてアンカー9の突出部9aに結束す
る。これにより鉄筋5を所定の高さT(例えば5cm)
に保持できる。[0013] The eyesight of the preformed slope 3 is, for example, 5
After laying a mesh body 4 such as a rhombus wire mesh of about 6 cm,
Reinforcing bars 5 are arranged on the mesh body 4 in a grid pattern. In this case, the reinforcing bars 5 having a diameter of, for example, about 6 to 15 mm are arranged on the mesh body 4 in a lattice shape having one side of about 1 to 2 m. An anchor 8 having a diameter of, for example, 16 mm and a length of about 40 to 50 cm is provided at the intersection of the reinforcing bars 5 (see FIG. 1).
Is projected in a state of protruding from the slope 3 by about 7 to 8 cm, and the reinforcing bar 5 is bound to the protruding portion of the anchor 8 using an appropriate binding wire (not shown). On the other hand, between the intersections, as shown in FIGS. 2 and 3, an anchor 9 having a diameter of, for example, 9 mm and a length of about 30 cm is driven in a state of protruding from the slope 3 by about 7 to 8 cm. 5 is bound to the protruding portion 9a of the anchor 9 using an appropriate binding wire (not shown). Thereby, the reinforcing bar 5 is set at a predetermined height T (for example, 5 cm).
Can be held.
【0014】そして、検測線材1を、法面3に鉄筋5に
よって形成される格子枠の一つの辺L(=1〜2m)
に、検測線材1の凹部10aが鉄筋5を支持するように
適宜の間隔(例えば40〜50cm程度)をおいて配置
するとともに、図3に示すように、適宜のスペーサ16
を用いて、検測線材1に網状体4を浮設保持する。この
場合、網状体4は、5〜6cm程度の目合いに直径4m
mの検測線材1を挿入した状態でスペーサ16を用いて
網状体4を検測線材1の脚部11の下端部11aよりや
や上方位置まで浮かし、針金7等によって網状体4を検
測線材1に結束する。これにより網状体4は鉄筋5の保
持高さTよりも低い所定の高さh(例えば3〜4cm)
の位置に浮設保持されるとともに、検測線材1が倒れる
のを防止できる。なお、スペーサ16としては、例えば
本願出願人に係る昭和63年意匠登録願第4418号の
「法面保護用ラススペーサー」や、本願出願人に係る実
公平5−42118号公報の「スペーサーピン」を用い
ることができる。Then, the inspection wire 1 is placed on one side L (= 1 to 2 m) of the lattice frame formed by the reinforcing bar 5 on the slope 3.
In addition, at appropriate intervals (for example, about 40 to 50 cm) so that the concave portions 10a of the measurement wire 1 support the reinforcing bars 5, at the same time, as shown in FIG.
Is used to float and hold the net 4 on the measurement wire 1. In this case, the reticulated body 4 has a diameter of 4 m with a size of about 5 to 6 cm.
In a state in which the test wire 1 of m is inserted, the mesh 4 is lifted to a position slightly above the lower end 11a of the leg 11 of the wire 1 using the spacer 16, and the wire 4 is used to lift the mesh 4 by the wire 7 or the like. Tie into one. Accordingly, the mesh body 4 has a predetermined height h (for example, 3 to 4 cm) lower than the holding height T of the reinforcing bar 5.
At the position, and also prevent the inspection wire 1 from falling down. As the spacer 16, for example, a "slope protection lath spacer" of the Design Registration Application No. 4418 of the present applicant and a "spacer pin" of Japanese Utility Model Publication No. 5-42118 according to the present applicant. Can be used.
【0015】以上のように構成した格子状鉄筋5に、例
えば含水率が7〜8%程度の低スランプのモルタル等6
をモルタルガン機などの土木用吹付機(図示せず)によ
って吹き付ける。この場合、鉄筋5によって形成される
格子枠の各辺には、モルタル6等の吹き付け幅および吹
き付け高さの目安となる検測線材1が40〜50cm程
度の間隔で複数個設けてあるので、これら検測線材1に
したがってモルタル等6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2を容易に形成す
ることができる。The lattice-shaped reinforcing bar 5 constructed as described above is provided with, for example, a low-slump mortar 6 having a water content of about 7 to 8%.
Is sprayed with a civil engineering spraying machine (not shown) such as a mortar gun machine. In this case, on each side of the grid frame formed by the reinforcing bars 5, a plurality of inspection wires 1 serving as a guide of the spray width and the spray height of the mortar 6 or the like are provided at intervals of about 40 to 50 cm. By simply spraying the mortar or the like 6 according to the measurement wire 1, the grid-like method frame 2 made of a mortar or the like having a predetermined dimension can be easily formed.
【0016】すなわち、下端幅30〜35cm、高さ1
0〜15cm程度のモルタル等よりなる格子状法枠2を
形成することができ、所定寸法および所定強度のモルタ
ル等よりなる格子状法枠2を確実に形成できるのであ
る。なお、図3において、符号17はモルタル等6を吹
き付けるためのノズルである。また、図1において、符
号18は、格子状鉄筋5の領域以外でモルタル等が吹き
付けられるのを防止する被覆部材である。That is, the lower end width is 30 to 35 cm and the height is 1
The grid-like method frame 2 made of mortar or the like having a size of about 0 to 15 cm can be formed, and the grid-type method frame 2 made of mortar or the like having a predetermined size and a predetermined strength can be reliably formed. In FIG. 3, reference numeral 17 denotes a nozzle for spraying the mortar 6 or the like. In FIG. 1, reference numeral 18 denotes a covering member that prevents mortar or the like from being sprayed outside the region of the grid-shaped reinforcing bar 5.
【0017】なお、本発明において前記アンカー8,9
は必ずしも設ける必要はなく、例えば、鉄筋5の交点に
アンカー8を設けて、交点と交点の間に設けられるアン
カー9を省略し、この間の鉄筋を検測線材1の凹部10
aによって支持するようにしてもよい。In the present invention, the anchors 8, 9 are used.
Is not necessarily provided. For example, an anchor 8 is provided at the intersection of the reinforcing bars 5, the anchor 9 provided between the intersections is omitted, and the reinforcing bar between the intersections is connected to the concave portion 10 of the measurement wire 1.
It may be supported by a.
【0018】以上のようにして法面3に形成されたモル
タル等よりなる格子状法枠2内に、土壌、有機質材、保
水材(土壌改良材)などと芝草、野草、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。As described above, soil, organic material, water retention material (soil improving material), etc., and seeds such as turfgrass, wild grass, shrubs, etc. are placed in the grid-like method frame 2 made of mortar or the like formed on the slope 3 as described above. Is sprayed using a power sprayer or the like to form a vegetation layer 14 (see FIG. 1). Alternatively, the vegetation material is filled in a coarse bag. By arranging vegetation bags (not shown), it is possible to introduce vegetation to rock slopes, which were previously impossible, to improve the landscape of the slopes and to improve the vegetation roots and stems. Greatly contribute to the permanent stability of the slope.
【0019】このように第1の実施形態を用いた現場打
ち法枠工法では、現行の土木基準で定められた十分な被
り厚を有するモルタル等よりなる格子状法枠2の形状の
検測を容易に行える。As described above, the on- site driving using the first embodiment
In Chi method Form System, it facilitates the measurement detection of the shape of the grid-shaped process frame 2 made of mortar or the like having a sufficient fog thickness defined in civil engineering criteria of the current row.
【0020】この発明は、上述の第1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できる。以下に
それらの実施形態を示す。図4は、網状体を結束する網
状体結束部材20を両脚部11,11に設けてなるこの
発明の第2の実施形態を示すものである。The present invention is not limited to the above-described first embodiment, but can be implemented with various modifications. The embodiments are described below. Figure 4 shows a second embodiment of the present invention formed by providing a mesh-like body binding member 20 to bind the mesh body on both legs 11, 11.
【0021】この実施形態では、網状体の結束位置、す
なわち、検測線材1の脚部11の下端部11aよりやや
上方位置に、鉄筋の配置方向に沿ってピン型の結束部材
20を設け、網状体の結束を強固に行えるように構成し
てある。結束部材20は検測線材1と同様に、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。この結束部材20は溶接またはハンダ付けによって
検測線材1に連結されている。このように第2の実施形
態では、検測線材1を用いることによりモルタル等より
なる格子状法枠2の形状の検測を行えるとともに、網状
体の結束によりその位置を安定させることができ、かつ
検測線材1の位置固定を確実に行える。In this embodiment, a pin-type binding member 20 is provided at the binding position of the mesh body, that is, at a position slightly above the lower end 11a of the leg 11 of the inspection wire 1 along the direction in which the reinforcing bars are arranged. It is configured so that the binding of the net can be firmly performed. The binding member 20 is made of a wire having an appropriate thickness (for example, a diameter of 4 mm) which has been subjected to rust prevention processing, similarly to the measurement wire 1. The binding member 20 is connected to the inspection wire 1 by welding or soldering. As described above, in the second embodiment, the shape of the grid-like method frame 2 made of mortar or the like can be measured by using the measurement wire 1, and its position can be stabilized by binding the net-like body. In addition, the position of the inspection wire 1 can be reliably fixed.
【0022】図5は、上記第2の実施形態の変形例を示
すものである。この変形例では、検測線材1とは別体の
ピン型の結束部材20の代わりに、検測線材1の網状体
の結束位置に当たる部分を屈曲加工させ、これにより鉄
筋の配置方向に沿って結束部材21を一体形成したもの
である。すなわち、この結束部材21を形成する際に、
別部材を用いる必要がなく、検測線材1に対する別部材
の溶接またはハンダ付けの必要がないので、検測線材1
の形成にかかる手間を省略できる。FIG. 5 shows a modification of the second embodiment. In this modified example, instead of the pin-type binding member 20 separate from the inspection wire 1, a portion corresponding to the binding position of the mesh of the inspection wire 1 is bent to thereby work along the direction in which the reinforcing bars are arranged. The binding member 21 is integrally formed. That is, when forming the binding member 21,
There is no need to use a separate member, and there is no need to weld or solder another member to the measurement wire 1.
Can be saved.
【0023】図6は、2本の鉄筋5,5’を用いた本発
明の第3の実施形態を示している。本実施形態は鉄筋
5’を浮設保持する保持部材22を検測線材1の脚部1
1,11間に架設している。[0023] FIG. 6, the onset using two reinforcing bars 5,5 '
9 shows a third embodiment of the invention. In this embodiment, the holding member 22 for floatingly holding the reinforcing bar 5 ′ is connected to the leg 1 of the measuring wire 1.
It is installed between 1 and 11.
【0024】この実施形態では、鉄筋5’は、図2,3
のようにアンカー9を用いる代わりに、針金7等によっ
て保持部材22に結束され、鉄筋5’を所定の高さに保
持できる。すなわち、保持部材22として針金等の線材
を用い、その両端は溶接またはハンダ付けによって検測
線材1に連結されている。一方、鉄筋5は、凹部10a
によって保持されている。In this embodiment, the rebar 5 'is
Instead of using the anchor 9 as described in the above, it is bound to the holding member 22 by the wire 7 or the like, and the reinforcing bar 5 'can be held at a predetermined height. That is, a wire such as a wire is used as the holding member 22, and both ends thereof are connected to the inspection wire 1 by welding or soldering. On the other hand, the reinforcing bar 5 has a concave portion 10a.
Is held by
【0025】このように第3の実施形態では、モルタル
等よりなる格子状法枠2の形状の検測を行えるととも
に、2本の鉄筋5,5’を架設でき、かつ、これらの鉄
筋5,5’の位置決めを容易に行える。つまり、2本の
鉄筋5,5’を配置することにより、法枠2の強度を増
すことができる。更に、保持部材22を検測線材1の脚
部11,11間に架設しているので、脚部11,11の
変形、例えば、拡がり等を防止でき、検測線材1の安定
性を確保できる。したがって、この検測線材1により、
所定寸法および所定強度のモルタル等よりなる格子状法
枠2を確実に形成できる。[0025] In this manner, the third embodiment, mode with allows the measurement detection of the shape of the grid-shaped process frame 2 made of such Rutaru can erection of two reinforcing bars 5,5 ', and these reinforcing bars 5 , 5 'can be easily positioned. That is, by arranging the two rebars 5, 5 ', the strength of the normal frame 2 can be increased. Further, since the holding member 22 is provided between the legs 11, 11 of the measuring wire 1, deformation of the legs 11, 11, for example, spreading, can be prevented, and the stability of the measuring wire 1 can be secured. . Therefore, with this inspection wire 1,
The grid-like method frame 2 made of mortar or the like having a predetermined size and a predetermined strength can be reliably formed.
【0026】図7は、上記第3の実施形態の変形例を示
すものである。この変形例は、前記保持部材22の代わ
りに、鉄筋保持位置にくびれ23を有する保持部材24
を検測線材1の脚部11,11間に架設したものであ
る。このくびれ23に鉄筋を保持させることで、鉄筋の
位置決めを容易に行える上に、鉄筋の保持機能を向上で
きる。FIG. 7 shows a modification of the third embodiment. In this modification, instead of the holding member 22, a holding member 24 having a constriction 23 at a reinforcing-bar holding position is used.
Is installed between the legs 11, 11 of the measurement wire 1. By holding the rebar in the constriction 23, the rebar can be easily positioned and the rebar holding function can be improved.
【0027】図8は、鉄筋を結束する鉄筋結束部材25
を脚部11,11間に架設してなるこの発明の第4の実
施形態を示すものである。この実施形態では、上段の鉄
筋は、凹部10aによって保持され、下段の鉄筋は、図
2,3のようにアンカー9を用いる代わりに、針金等に
よって鉄筋結束部材25のピン型結束部26に結束さ
れ、鉄筋を所定の高さに保持できる。すなわち、鉄筋結
束部材25として針金等の線材を用い、その両端は溶接
またはハンダ付けによって検測線材1に連結され、ま
た、鉄筋結束部材25の所定位置で、鉄筋の配置方向に
沿ってピン型結束部材26を設けてある。FIG. 8 shows a reinforcing bar binding member 25 for binding reinforcing bars.
The shows a fourth embodiment of the inventions made by extended between the legs 11, 11. In this embodiment, the upper rebar is held by the concave portion 10a, and the lower rebar is bound to the pin type binding portion 26 of the rebar binding member 25 by wire or the like instead of using the anchor 9 as shown in FIGS. Thus, the rebar can be maintained at a predetermined height. That is, a wire such as a wire is used as the reinforcing bar binding member 25, and both ends thereof are connected to the inspection wire 1 by welding or soldering, and at a predetermined position of the reinforcing bar binding member 25, a pin type is formed along the direction in which the reinforcing bars are arranged. A binding member 26 is provided.
【0028】このように第4の実施形態では、モルタル
等よりなる格子状法枠2の形状の検測を行えるととも
に、図6の法枠1に比べて、下段の鉄筋の位置決めを容
易に行える。更に、鉄筋を結束するピン型結束部材26
を有する鉄筋結束部材25を検測線材1の脚部11,1
1間に架設しているので、脚部11,11の変形、例え
ば、拡がり等を防止でき、検測線材1の安定性を確保で
きる。したがって、この検測線材1により、所定寸法お
よび所定強度のモルタル等よりなる格子状法枠2を確実
に形成できる。[0028] In this manner, the fourth embodiment, the perform the measurement detection of the shape of the grid-shaped process frame 2 made of mortar or the like, as compared with the law frame 1 in FIG. 6, facilitate the positioning of the lower reinforcing bars Can be done. Further, a pin-type binding member 26 for binding the reinforcing steel
Of the reinforcing bar binding member 25 having the
Since it is installed between the two, deformation of the legs 11, 11 such as spreading can be prevented, and the stability of the inspection wire 1 can be ensured. Therefore, the grid-like method frame 2 made of mortar or the like having a predetermined size and a predetermined strength can be reliably formed by the inspection wire 1.
【0029】図9は、上記の第4の実施形態の変形例を
示すものである。この変形例では、前記鉄筋結束部材2
5とは別体のピン型結束部材26の代わりに、鉄筋の結
束位置に当たる部分を鉄筋の配置方向に沿って鉄筋結束
部材27屈曲加工させて、これにより結束部材28を一
体形成したものである。このように構成することによ
り、ピン型結束部材26の溶接またはハンダ付けなどの
手間を省略することができ、それだけ、検測線材1の生
産コストを少なくすることができる。FIG. 9 shows a modification of the fourth embodiment. In this modification, the reinforcing bar binding member 2
Instead of the pin-type binding member 26 separate from 5, a portion corresponding to the binding position of the reinforcing bar is bent by the reinforcing bar binding member 27 along the direction in which the reinforcing bars are arranged, thereby forming the binding member 28 integrally. . With such a configuration, it is possible to save time and labor such as welding or soldering of the pin-type binding member 26, and accordingly, it is possible to reduce the production cost of the measurement wire 1.
【0030】図10は、本発明の第5の実施形態を示す
ものである。この実施形態において凹部10bは、U字
状に形成されており、この凹部10bによって2本の鉄
筋5,5’を保持できる。すなわち下段の鉄筋5’はU
字状の凹部10bの底部を形成する線材によって保持さ
れており、上段の鉄筋5は凹部10bの側部を形成する
線材によって挟持されている。FIG. 10 shows a fifth embodiment of the present invention. In this embodiment, the recess 10b is formed in a U-shape, and the two rebars 5, 5 'can be held by the recess 10b. That is, the lower reinforcing bar 5 'is U
It is held by a wire forming the bottom of the U-shaped recess 10b, and the upper rebar 5 is sandwiched by wires forming the sides of the recess 10b.
【0031】よって、モルタル等よりなる格子状法枠2
の形状の検測を行えるとともに、この検測線材1に2本
の鉄筋を結束したり、溶接することなく、凹部10bに
挿入するという極めて容易で簡潔な方法で架設でき、こ
れらの鉄筋の位置決めを容易に行える。また、2本の鉄
筋を縦方向に配置することにより、法枠2の強度を増す
ことができる。 Therefore , the grid-like method frame 2 made of mortar or the like
In addition to being able to measure the shape of the reinforcing bar, the two reinforcing bars can be inserted into the concave portion 10b without binding or welding to the detecting wire 1 by an extremely easy and simple method. Can be easily performed. In addition, by arranging the two reinforcing bars in the vertical direction, the strength of the legal frame 2 can be increased.
【0032】図11は、上述の第5の実施形態の変形例
を示すものである。この変形例における検測線材1は、
その凹部10bの側部の鉄筋保持位置にくびれ10cを
有している。したがって、凹部10bの側部によって挟
持される上段の鉄筋5の位置決めが容易であるととも
に、その鉄筋5の位置の保持機能を向上できる。FIG. 11 shows a modification of the fifth embodiment. The measuring wire 1 in this modification is
A constriction 10c is provided at the reinforcing bar holding position on the side of the concave portion 10b. Therefore, it is easy to position the upper rebar 5 sandwiched by the side portions of the recess 10b, and the function of holding the position of the rebar 5 can be improved.
【0033】図12は、本発明の第6の実施形態を示す
ものである。この実施形態における検測線材1は、その
上部10に二つの凹部10d,10dを有している。し
たがって、この検測線材1を用いることにより、2本の
鉄筋を横方向に並べて配置することが可能であり、法枠
2の強度を容易に向上させることができる。FIG. 12 shows a sixth embodiment of the present invention. The inspection wire 1 in this embodiment has two concave portions 10d, 10d in an upper portion 10 thereof. Therefore, by using the test wire 1, it is possible to arrange the two rebars side by side in the horizontal direction, and it is possible to easily improve the strength of the legal frame 2.
【0034】なお、上記第6の実施形態の検測線材1に
おいて、図13に示すように、脚部11,11間に、鉄
筋結束部材29を架設しているので、凹部10d,10
dに2本の鉄筋5,5を保持させるとともに、鉄筋結束
部材29に、さらに2本の鉄筋5’,5’を保持させる
ことができ、合計4本の鉄筋5,5,5’,5’を保持
させることができ、法枠2の強度をさらに向上できる。
さらに、脚部11,11の変形、例えば、拡がり等を防
止でき、検測線材1の安定性を確保できる。したがっ
て、この検測線材1により、所定寸法および所定強度の
モルタル等よりなる格子状法枠2を確実に形成できる。In the inspection wire 1 of the sixth embodiment, as shown in FIG. 13, since the reinforcing bar binding member 29 is installed between the legs 11, 11, the concave portions 10d, 10
d can hold two rebars 5, 5 and the rebar binding member 29 can hold two more rebars 5 ', 5', for a total of four rebars 5, 5, 5 ', 5 'Can be maintained, and the strength of the legal frame 2 can be further improved.
Further, deformation of the legs 11, 11 such as spreading can be prevented, and the stability of the inspection wire 1 can be ensured. Therefore, the grid-like method frame 2 made of mortar or the like having a predetermined size and a predetermined strength can be reliably formed by the inspection wire 1.
【0035】図14は、両脚部11,11の下端それぞ
れを折曲して沈み防止部30を形成してなるこの発明の
第7の実施形態を示すものである。この実施の形態で
は、両下端部を適宜長さ(例えば5cm程度)例えば鉄
筋の配置方向に折曲して沈み防止部30,30を形成し
ている。[0035] FIG. 14 is obtained by forming a preventing portion 30 sinks by bending the respective lower ends of the legs 11, 11 of the present invention
Shows a seventh embodiment. In this embodiment , both lower end portions are bent appropriately in length (for example, about 5 cm), for example, in the direction in which the reinforcing bars are arranged, to form the sunken portions 30, 30.
【0036】このように第7の実施形態の検測線材1を
用いた現場打ち法枠工法では、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、所定の高さ
と幅を有する検測線材1を、検測線材1が鉄筋を跨ぐよ
うに適宜の間隔をおいて配置する際、沈み防止部30,
30により検測線材1が法面に沈むことが防止され、特
に法面が盛土であるような場合に有効である。したがっ
て、検測線材1を用いることによりモルタル等よりなる
格子状法枠2の形状の検測を確実に行える。As described above, the measuring wire 1 of the seventh embodiment is
In the cast-in-place frame method used, after laying a mesh on the slope, reinforcing bars are arranged in a grid on the mesh, and the measurement wire 1 having a predetermined height and width is used. When arranging at appropriate intervals so as to straddle the rebar,
30 prevents the measuring wire 1 from sinking on the slope, and is particularly effective when the slope is embankment. Therefore, the use of the inspection wire 1 enables reliable inspection of the shape of the grid-like method frame 2 made of mortar or the like.
【0037】図15は、鉄筋保持位置にくびれ31を有
する保持部材32を検測線材1の脚部11,11間に架
設し、このくびれ31に鉄筋を保持させることで、鉄筋
の位置決めを容易に行え、かつ、鉄筋の保持機能を向上
できるとともに、検測線材1の両脚部11,11の下端
それぞれを鉄筋の配置方向に折曲させてて沈み防止部3
0,30を形成してあるこの発明の第8の実施形態を示
すものである。FIG. 15 shows that a holding member 32 having a constriction 31 at the rebar holding position is installed between the legs 11 and 11 of the measuring wire 1, and the rebar is held by the constriction 31 to facilitate positioning of the rebar. In addition, the holding function of the reinforcing bar can be improved, and the lower ends of both legs 11, 11 of the inspection wire 1 are bent in the direction in which the reinforcing bar is arranged to prevent the sinking portion 3
It shows an eighth embodiment of the invention in which 0,30 are formed.
【0038】このように第8の実施形態の検測線材1を
用いることによりモルタル等よりなる格子状法枠2の形
状の検測を行えるとともに、上下2本の鉄筋の位置決め
を容易に行える。更に、脚部11,11の変形、例え
ば、拡がり等を防止でき、検測線材1の安定性を確保で
きる。しかも網状体の結束を確実に行え、かつ沈み防止
部30,30により検測線材1が法面に沈むことが防止
される。したがって、この第8の形態の検測線材1は、
最も好ましい検測線材1を提供するものであり、この検
測線材1により、所定寸法および所定強度のモルタル等
よりなる格子状法枠2を確実に形成できる。As described above, by using the inspection wire 1 of the eighth embodiment , the shape of the grid-like method frame 2 made of mortar or the like can be inspected, and the upper and lower rebars can be easily positioned. Furthermore, deformation of the legs 11, 11 such as spreading can be prevented, and the stability of the inspection wire 1 can be ensured. In addition, the binding of the net can be reliably performed, and the sunken parts 30 prevent the inspection wire 1 from sinking on the slope. Therefore, this eighth embodiment of the inspection wire 1
This is to provide the most preferable inspection wire 1, and the inspection wire 1 can reliably form the grid-like method frame 2 made of mortar or the like having a predetermined size and a predetermined strength.
【0039】なお、上記各実施の形態では、検測線材1
をそれぞれ別個に鉄筋5に対して直角に配置する例を考
慮したが、本発明はこれに限られるものではなく、例え
ば図16に示すように予め2本の検測線材1を平面視X
字状に結合させた後に、一方の検測線材1を鉄筋5に対
して直角に、他方の検測線材1を鉄筋5に対して沿うよ
うに配置して、その脚部11,11を鉄筋5に結束する
ことで検測線材1がより安定して配置できるようにして
もよい。In each of the above embodiments, the inspection wire 1
Are separately arranged at right angles to the reinforcing bar 5, but the present invention is not limited to this. For example, as shown in FIG.
After being joined in the shape of a letter, one of the inspection wires 1 is arranged at right angles to the rebar 5 and the other inspection wires 1 are arranged along the rebar 5, and the legs 11, 11 are connected to the rebar 5. 5 may be arranged so that the measuring wire 1 can be arranged more stably.
【0040】[0040]
【発明の効果】以上説明したように、この発明において
は、法面に敷設された網状体上に格子状に配置された鉄
筋にモルタルまたはコンクリートを吹き付けて所定寸法
の格子状法枠を形成するために法面に適宜の間隔をおい
て配置して、モルタルまたはコンクリートの吹き付け幅
および吹き付け高さの目安とする検測線材であって、所
定の高さと幅を有し両端に脚部が形成されるとともに、
その両脚部間に凹部が形成され、この凹部にて前記鉄筋
を支持するように構成されているので、モルタル等の吹
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等よ
りなる格子状法枠を容易に法面に形成することができ
る。特に、本発明の検測線材の両脚部間に凹部を形成す
ることにより、鉄筋の配置作業が容易になり作業の能率
向上につながる。As described above, according to the present invention, irons arranged in a grid on a net laid on a slope are provided.
Spray mortar or concrete on streaks
Leave an appropriate gap on the slope to form a grid
Place the mortar or concrete spray width
And spraying a test survey line material to a measure of the height, together with the leg portions are formed at both ends have a predetermined height and width,
A concave portion is formed between the two legs, and the concave portion is configured to support the rebar, so that the spray unevenness of the mortar or the like is eliminated, and a dimension and a standard having a predetermined covering thickness around the rebar are provided. A grid-like method frame made of mortar or the like having strength can be easily formed on the slope. In particular, by forming a concave portion between the two legs of the measurement wire of the present invention, the work of arranging the reinforcing bar is facilitated, and the efficiency of the work is improved.
【0041】そして、網状体を結束する網状体結束部材
を検測線材の両脚部に設けた場合には、モルタル等より
なる格子状法枠の形状の検測を行えるとともに、網状体
の結束を確実に行える。[0041] Then, when the meshwork binding member for binding the mesh body is provided on both legs of the inspection survey line material, as well as perform the measurement detection of the shape of the grid-like methods frame made of mortar or the like, bundling of the mesh body Can be performed reliably.
【0042】また、鉄筋を浮設保持する保持部材を検測
線材の脚部間に架設した場合には、検測線材を用いるこ
とによりモルタル等よりなる格子状法枠の形状の検測を
行えるとともに、2本の鉄筋の位置決めを容易に行え、
その強度を増すことができる。更に、保持部材を検測線
材の脚部間に架設しているので、脚部の変形、例えば、
拡がり等を防止でき、検測線材の安定性を確保できる。
したがって、この検測線材により、所定寸法および所定
強度のモルタル等よりなる格子状法枠を確実に形成でき
る。In the case where the holding member for floatingly holding the reinforcing bar is installed between the legs of the measuring wire, the shape of the grid frame made of mortar or the like can be measured by using the measuring wire. At the same time, it is easy to position two rebars,
Its strength can be increased. Furthermore, since the holding member is installed between the legs of the test wire, deformation of the legs, for example,
Spreading can be prevented, and the stability of the inspection wire can be ensured.
Therefore, a grid-like method frame made of mortar or the like having a predetermined size and a predetermined strength can be surely formed by using the measurement wire.
【0043】更に、鉄筋を結束するピン型結束部材を有
する鉄筋結束部材を検測線材の脚部間に架設した場合に
は、脚部の変形、例えば、拡がり等を防止でき、検測線
材の安定性を確保できる。したがって、この検測線材に
より、所定寸法および所定強度のモルタル等よりなる格
子状法枠を確実に形成できる。Further, when a reinforcing bar binding member having a pin type binding member for binding a reinforcing bar is installed between the legs of the inspection wire, deformation of the legs, for example, spreading, can be prevented, and the inspection wire can be prevented from being deformed. Stability can be ensured. Therefore, a grid-like method frame made of mortar or the like having a predetermined size and a predetermined strength can be surely formed by using the measurement wire.
【0044】しかも検測線材に沈み防止部を形成した場
合には、法面が盛土で形成されているような場合であっ
ても、検測線材の沈みを防止でき、前記モルタル等より
なる格子状法枠を所定寸法に確実に形成できる。In addition, when the sunken part is formed on the inspection wire, the sink of the inspection wire can be prevented even when the slope is formed by embankment, and the grid made of the mortar or the like can be prevented. The shape frame can be reliably formed to a predetermined size.
【図1】この発明の第1の実施形態を用いた現場打ち法
枠工法を示す斜視図である。FIG. 1 is a cast-in-place method using a first embodiment of the present invention;
It is a perspective view which shows a frame construction method .
【図2】上記第1の実施形態の要部を示す斜視図であ
る。FIG. 2 is a perspective view showing a main part of the first embodiment.
【図3】上記第1の実施形態の要部を示す断面図であ
る。FIG. 3 is a sectional view showing a main part of the first embodiment.
【図4】この発明の第2の実施形態の検測線材を示す斜
視図である。4 is a perspective view showing an inspection survey line material of the second embodiment of the present invention.
【図5】上記第2の実施形態の検測線材の変形例を示す
斜視図である。FIG. 5 is a perspective view showing a modified example of the inspection wire of the second embodiment.
【図6】この発明の第3の実施形態の検測線材を示す斜
視図である。6 is a perspective view showing an inspection survey line member of the third embodiment of the present invention.
【図7】上記第3の実施形態の検測線材の変形例を示す
斜視図である。FIG. 7 is a perspective view showing a modification of the inspection wire of the third embodiment.
【図8】この発明の第4の実施形態の検測線材を示す斜
視図である。8 is a perspective view showing an inspection survey line member of the fourth embodiment of the present invention.
【図9】上記第4の実施形態の検測線材の変形例を示す
斜視図である。9 is a perspective view showing a modification of the inspection survey line member of the fourth embodiment.
【図10】この発明の第5の実施形態の検測線材を示す
斜視図である。10 is a perspective view showing an inspection survey line material of the fifth embodiment of the present invention.
【図11】上記第5の実施形態の検測線材の変形例を示
す斜視図である。FIG. 11 is a perspective view showing a modification of the inspection wire of the fifth embodiment.
【図12】この発明の第6の実施形態の検測線材を示す
斜視図である。12 is a perspective view showing an inspection survey line member of a sixth embodiment of the present invention.
【図13】上記第5の実施形態の検測線材の変形例を示
す斜視図である。13 is a perspective view showing a modification of the inspection survey line material of the fifth embodiment.
【図14】この発明の第7の実施形態の検測線材を示す
斜視図である。14 is a perspective view showing an inspection survey line member of the seventh embodiment of the present invention.
【図15】この発明の第8の実施形態の検測線材を示す
斜視図である。FIG. 15 is a perspective view showing an inspection wire according to an eighth embodiment of the present invention.
【図16】この発明の検測線材の異なる用い方を示す斜
視図である。FIG. 16 is a perspective view showing a different usage of the inspection wire of the present invention.
1…検測線材、2…格子状法枠、3…法面、4…網状
体、5…鉄筋、6…モルタルまたはコンクリート、7…
針金、10…頂部、10a,10b,10d…凹部、1
1,11…検測線材の両脚部、20,21,26,28
…網状体結束部材材、22,24,25,27,32…
鉄筋結束部材、30…沈み防止部。DESCRIPTION OF SYMBOLS 1 ... Test wire, 2 ... Lattice method frame, 3 ... Slope, 4 ... Net, 5 ... Reinforcing bar, 6 ... Mortar or concrete, 7 ...
Wire, 10 ... top, 10a, 10b, 10d ... recess, 1
1,11: Both legs of the inspection wire, 20, 21, 26, 28
... Net-like body binding member material, 22, 24, 25, 27, 32 ...
Reinforcing bar member, 30 ... sink prevention part.
フロントページの続き (56)参考文献 登録実用新案3007853(JP,U) 登録実用新案3008215(JP,U) 登録実用新案3008144(JP,U) 登録実用新案3008622(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 17/20 104 Continued on the front page (56) References Registered utility model 3007853 (JP, U) Registered utility model 3008215 (JP, U) Registered utility model 30000814 (JP, U) Registered utility model 3008622 (JP, U) (58) Field (Int.Cl. 7 , DB name) E02D 17/20 104
Claims (9)
置された鉄筋にモルタルまたはコンクリートを吹き付け
て所定寸法の格子状法枠を形成するために法面に適宜の
間隔をおいて配置して、モルタルまたはコンクリートの
吹き付け幅および吹き付け高さの目安とする検測線材で
あって、所定の高さと幅を有し両端に脚部が形成される
とともに、その両脚部間に凹部が形成され、この凹部に
て前記鉄筋を支持するように構成されていることを特徴
とする検測線材。1. A grid-like arrangement on a net laid on a slope.
Mortar or concrete is sprayed on the placed rebar
To form a grid-shaped method frame
Mortar or concrete
Inspection wire used as a guide for spray width and spray height
With a predetermined height and width, legs are formed at both ends
At the same time , a recess is formed between the two legs , and this recess
Test survey line material characterized that you have been configured to support the rebar Te.
る請求項1に記載の検測線材。2. The inspection wire according to claim 1, wherein the number of the concave portions is one and the shape is M-shaped when viewed from the front.
検測線材。3. The method according to claim 1, wherein the recess has two portions.
Test wire .
ある請求項1〜3のいずれかに記載の検測線材。Wherein those before Ki凹 unit to hold the two reinforcing bars
Tested survey line material according to any one of a claims 1-3.
ために網状体を結束する網状体結束部材を前記両脚部に
設けてある請求項1〜4のいずれかに記載の検測線材。 5. The floating body is held at a predetermined height.
Tested survey line material according reticulated body binding member for binding the mesh body to one of the Ah Ru claims 1-4 provided on the legs in order.
両脚部間に架設してなる請求項1〜5のいずれかに記載
の検測線材。Wherein said reinforcing bar binding member for binding the reinforcing bars
Tested survey line material according to claim 1 comprising bridged between both legs.
前記鉄筋結束部材に設けてなる請求項6に記載の検測線
材。7. A test survey line described meshwork binding member for binding the meshwork to claim 6 comprising providing said reinforcing bar binding member
Wood .
み防止部を形成してなる請求項1〜7のいずれかに記載
の検測線材。 8. The inspection wire according to claim 1, wherein each of the lower ends of the two leg portions is bent to form a sink prevention portion.
〜8のいずれかに記載の検測線材。9. The method of claim 1 comprising a wire subjected to antirust processing
9. The inspection wire according to any one of claims 8 to 9.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7323694A JP2997407B2 (en) | 1995-11-18 | 1995-11-18 | Test wire |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7323694A JP2997407B2 (en) | 1995-11-18 | 1995-11-18 | Test wire |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09144012A JPH09144012A (en) | 1997-06-03 |
JP2997407B2 true JP2997407B2 (en) | 2000-01-11 |
Family
ID=18157562
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7323694A Expired - Fee Related JP2997407B2 (en) | 1995-11-18 | 1995-11-18 | Test wire |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2997407B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4681145B2 (en) * | 2001-04-11 | 2011-05-11 | 株式会社サンゴ | Method frame forming frame and method frame method using the same |
JP5506110B2 (en) * | 2011-03-16 | 2014-05-28 | 日本植生株式会社 | Inspection frame manufacturing method, inspection frame and slope protection method |
-
1995
- 1995-11-18 JP JP7323694A patent/JP2997407B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH09144012A (en) | 1997-06-03 |
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