JPH0643231Y2 - Jig for laying net material - Google Patents

Jig for laying net material

Info

Publication number
JPH0643231Y2
JPH0643231Y2 JP5357391U JP5357391U JPH0643231Y2 JP H0643231 Y2 JPH0643231 Y2 JP H0643231Y2 JP 5357391 U JP5357391 U JP 5357391U JP 5357391 U JP5357391 U JP 5357391U JP H0643231 Y2 JPH0643231 Y2 JP H0643231Y2
Authority
JP
Japan
Prior art keywords
net material
slope
jig
laying
leg
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
Application number
JP5357391U
Other languages
Japanese (ja)
Other versions
JPH04138435U (en
Inventor
重樹 斎藤
昭一 沢田
Original Assignee
小岩金網株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 小岩金網株式会社 filed Critical 小岩金網株式会社
Priority to JP5357391U priority Critical patent/JPH0643231Y2/en
Publication of JPH04138435U publication Critical patent/JPH04138435U/en
Application granted granted Critical
Publication of JPH0643231Y2 publication Critical patent/JPH0643231Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、法面や切土斜面等の傾
斜地盤から離隔して網材を敷設する網材敷設用治具に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a net material laying jig for laying a net material apart from a sloped ground such as a slope or a cut slope.

【0002】[0002]

【従来の技術】法面保護工法として、法面に補強材であ
る網材を敷設した後モルタルを吹き付け、法面の表面を
モルタル層で保護する方法が知られている。ところで、
この種の工事においては、法面と網材の間に介在して網
材を法面から僅かに浮上させる各種スペーサと、作業中
における網材の移動を拘束するための鋼棒の一方を直角
または逆U字形に屈曲したアンカーピンと、モルタル層
の吹付厚を確認するために法面に打設する棒状の検測ピ
ンを使用している。一般に検測ピンは上部に着色が施し
てあり、アンカーピンと区別できるようになっている。
2. Description of the Related Art As a slope protection method, there is known a method in which a net material as a reinforcing material is laid on the slope and then mortar is sprayed to protect the surface of the slope with a mortar layer. by the way,
In this type of construction, various spacers that are interposed between the slope and the net to slightly float the net from the slope and one of the steel rods for restraining the movement of the net during work are at right angles. Alternatively, an anchor pin bent in an inverted U shape and a rod-shaped measuring pin that is placed on the slope to confirm the spray thickness of the mortar layer are used. In general, the inspection pin has a colored top so that it can be distinguished from the anchor pin.

【0003】[0003]

【考案が解決しようとする問題点】前記した従来の網材
の敷設技術にあっては、次のような問題点がある。 <イ> 作業中スペーサの転倒等によりスペーサから網
材が外れ易い。 <ロ> 法面と網材間にスペーサを介在する作業に多く
の時間と手数を要擦る。 <ハ> 多数のスペーサと検測ピンを必要とするため、
保管や取扱が面倒である。 加えてこれら多数のピンの
打設に多くの手数がかかる。 <ニ> 前記<ロ>と<ハ>により、施工能率が悪い。
[Problems to be Solved by the Invention] The conventional techniques for laying a net material described above have the following problems. <B> During work, the mesh material easily comes off from the spacer due to the spacer falling over. <B> A lot of time and labor is required for the work of interposing the spacer between the slope and the net material. <C> Since many spacers and inspection pins are required,
Storage and handling are troublesome. In addition, it takes a lot of trouble to place these many pins. <D> Due to the above <b> and <c>, the construction efficiency is poor.

【0004】[0004]

【本考案の目的】本考案は以上の問題を解決するために
成されたもので、その目的とするところは、施工性に優
れ、網材の外れ防止効果の高い、網材敷設用治具を提供
することにある。
[Object of the present invention] The present invention has been made to solve the above problems, and its purpose is to provide a jig for net material laying, which is excellent in workability and has a high effect of preventing the net material from coming off. To provide.

【0005】[0005]

【問題点を解決するための手段】本考案は、法面から一
定距離を隔てて網材を敷設する棒状の網材敷設用治具で
あって、法面に貫入する直線状の脚部と、脚部と平行に
のびる立上部と、脚部の上部と立上部の下部の間を一定
の交差角度を介して連絡する屈曲部とからなり、屈曲部
と立上部の屈曲箇所の内側に網材を支持する谷部を形成
したことを特徴とする、網材敷設用治具である。
The present invention is a rod-shaped net material laying jig for laying net material at a certain distance from the slope, and a straight leg portion penetrating into the slope. , A leg extending parallel to the leg, and a bend connecting the upper part of the leg and the lower part of the rise at a certain intersection angle. A net material laying jig, characterized in that a valley portion for supporting the material is formed.

【0006】[0006]

【本考案の構成】以下図面を参照しながら本考案につい
て説明する。 <イ>網材敷設用治具 図1に本考案にかかる網材敷設用治具1の一例を示す。
網材敷設用治具1は連続した一本の棒体を屈曲成形して
なり、法面2に貫入する直線状の脚部11と、脚部11
と一定の角度θを介して屈曲した屈曲部12と、脚部1
1と平行に形成した立上部13で構成される。脚部11
と屈曲部12の屈曲箇所の外側に山部14が形成され、
また屈曲部12と立上部13の屈曲箇所の内側に谷部1
5が形成されている。以下各部について詳述する。 <ロ>脚部 脚部11は法面に貫入する部位で、先端を尖鋭に形成し
ておくことが望ましい。 また網材3の支持高さは脚部
11の貫入深さに影響を受ける。そこで、脚部11の外
周に脚部11の露出長を意味する数字を表示したり、或
いは一定間隔で刻印を付したり、或いは着色を施してお
くと良い。 <ハ>屈曲部 屈曲部12は公知の金網等の網材3を支持する部位で、
より具体的には谷部15が網材3の支持部位となる。屈
曲部11の全長は網材3の網目ピッチを考慮して決定
し、谷部15に網材3の線材31を載置したとき山部1
4が他の線材31に衝突しない寸法に設定する。 屈曲
部12を屈曲する角度θは、直角より小さな鋭角の範囲
内に設定することが望ましい。屈曲部12の角度θを鋭
角に設定しておけば、法面2の勾配に影響を受けずに確
実に網材3を支持することができる。この角度θは鋭角
に限定される性質のものではなく、これ以外の角度であ
ってもよく、要は谷部15で網材3の移動を拘束でき、
かつ網材3を支持できる角度であれば良い。 <ニ>立上部 立上部13は屈曲部12と共に谷部15を形成すると共
に、着色して従来の検測ピン的機能を併有する部位であ
る。立上部13の全長は立上部13を最終的にモルタル
層内に埋没させる場合と、立上部13をモルタル層の表
面に露出させる場合により異なり、使用タイプによりそ
の全長を決定する。る。
DETAILED DESCRIPTION OF THE INVENTION The present invention will be described below with reference to the drawings. <A> Jig for laying net material FIG. 1 shows an example of the jig 1 for laying net material according to the present invention.
The net material laying jig 1 is formed by bending one continuous rod body, and has a linear leg portion 11 penetrating the slope 2 and a leg portion 11.
And the bent portion 12 bent through a certain angle θ and the leg portion 1
It is composed of a rising portion 13 formed in parallel with 1. Leg 11
And a mountain portion 14 is formed outside the bent portion of the bent portion 12,
In addition, the valley portion 1 is formed inside the bent portions of the bent portion 12 and the rising portion 13.
5 is formed. Each part will be described in detail below. <B> Leg part The leg part 11 is a part that penetrates the slope, and it is desirable to form the tip sharp. Further, the support height of the net material 3 is affected by the penetration depth of the leg portion 11. Therefore, it is advisable to display a number indicating the exposed length of the leg 11 on the outer circumference of the leg 11, mark the mark at regular intervals, or color the leg 11. <C> Bending portion The bending portion 12 is a portion that supports the mesh material 3 such as a known wire mesh,
More specifically, the valley portion 15 serves as a supporting portion for the net material 3. The total length of the bent portion 11 is determined in consideration of the mesh pitch of the mesh material 3, and when the wire rod 31 of the mesh material 3 is placed in the valley portion 15, the mountain portion 1
4 is set to a size that does not collide with other wire rods 31. It is desirable that the angle θ at which the bent portion 12 is bent be set within a range of an acute angle smaller than a right angle. If the angle θ of the bent portion 12 is set to an acute angle, the net material 3 can be reliably supported without being affected by the slope of the slope 2. This angle θ is not limited to an acute angle, but may be any other angle, in short, the movement of the mesh material 3 can be restricted by the valley portion 15,
In addition, it is sufficient if the angle can support the net material 3. <D> Standing part The standing part 13 is a part that forms the valley part 15 together with the bent part 12 and is colored to have a conventional function as a measuring pin. The total length of the rising portion 13 differs depending on whether the rising portion 13 is finally buried in the mortar layer or when the rising portion 13 is exposed on the surface of the mortar layer, and the total length is determined depending on the type of use. It

【0007】[0007]

【使用方法】つぎに前記網材敷設用治具1を用いた法面
の保護方法について説明する。 <イ>網材の敷設(図1、2) 本考案では網材敷設用治具1を法面2に打ち込みながら
網材3を展開して網材3を敷設する。すなわち、法面2
に一定間隔で網材敷設用治具1の脚部11を貫入する。
貫入作業は山部14を打撃すると硬質地盤で容易に貫入
できる。網材敷設用治具1を打ち込む際、図1に示すよ
うに谷部15は山部14の下流側に位置させる。そし
て、立上部13を網材2の網目に貫挿させて、谷部15
に網材3を構成する線材31を掛止させる。その結果、
網材3は法面2から一定の距離(モルタル層の中間位
置)を隔てて支持されると共に、網材3の重量は屈曲部
12を介して脚部11で支持され,網材3の下流方向の
移動は谷部15により拘束される。尚、網材敷設用治具
1の打設時期は網材3の展開前でも或いは展開後のいず
れでもよい。また、網材敷設用治具1の打ち込みと並行
してアンカーピン4を法面2に打ち込んで網材3の浮き
上がりを拘束する。 <ロ>モルタル吹き付け(図3) 網材3の敷設作業が完了したら、網材3やアンカーピ
ン、網材敷設用治具1が隠れるまでモルタルを吹き付け
て、法面2の表面をモルタル層5で被覆する。モルタル
吹き付けのため作業員が網材3の上を歩いても、網材敷
設用治具1が法面2に貫入しているため網材敷設用治具
1が転倒したり網材3が網材敷設用治具1から外れ落ち
る心配はない。なお、本例では網材敷設用治具1をモル
タル層5に埋没する場合について説明したが、網材敷設
用治具1の立上部13をモルタル層5の表面から露出さ
せる場合があることは前述した通りである。
[Usage Method] Next, a method of protecting the slope using the net material laying jig 1 will be described. <A> Laying of net material (FIGS. 1 and 2) In the present invention, the net material 3 is laid by expanding the net material 3 while driving the net material laying jig 1 into the slope 2. That is, slope 2
The leg portions 11 of the net material laying jig 1 are penetrated at regular intervals.
For the penetrating work, when the mountain portion 14 is hit, the penetrating work can be easily performed on the hard ground. When the net material laying jig 1 is driven in, the valley portion 15 is located on the downstream side of the mountain portion 14 as shown in FIG. Then, the rising portion 13 is inserted into the mesh of the mesh material 2 to form the valley portion 15
The wire rod 31 that constitutes the mesh member 3 is hooked on. as a result,
The net material 3 is supported at a certain distance from the slope 2 (intermediate position of the mortar layer), and the weight of the net material 3 is supported by the legs 11 via the bent portion 12, and the net material 3 is located downstream of the net material 3. The movement in the direction is restricted by the valley portion 15. The net material laying jig 1 may be placed before or after the net material 3 is deployed. Further, the anchor pins 4 are driven into the slope 2 in parallel with the driving of the net material laying jig 1 to restrain the net material 3 from rising. <B> Mortar spraying (Fig. 3) After the laying work of the net material 3 is completed, mortar is sprayed until the net material 3, the anchor pins, and the net material laying jig 1 are hidden, and the surface of the slope 2 is covered with the mortar layer 5 Cover with. Even if the worker walks on the net material 3 due to the spraying of the mortar, the net material laying jig 1 falls down because the net material laying jig 1 penetrates the slope 2 and the net material 3 meshes. There is no risk of falling off from the material laying jig 1. In this example, the case where the net material laying jig 1 is buried in the mortar layer 5 has been described. As described above.

【0008】[0008]

【考案の効果】本考案は以上説明したようになるから次
のような効果を得ることができる。 <イ> 従来はモルタル層の層厚を管理する目的で検測
ピンを使用し、また網材を支持するためのスペーサを多
数使用していた。 本考案では検測ピン機能とスペーサ機能を併有する網材
敷設用治具を使用することで、部材の省略と工程数の低
減を図ることができる。 <ロ> 作業員が網材に乗っても、網材敷設用治具は転
倒し難く、しかも網材が網材敷設用治具から外れ落ち難
い。
Since the present invention has been described above, the following effects can be obtained. <A> Conventionally, a measuring pin was used for the purpose of controlling the thickness of the mortar layer, and a large number of spacers were used to support the net material. In the present invention, by using the net material laying jig having both the inspection pin function and the spacer function, it is possible to omit members and reduce the number of steps. <B> Even if an operator rides on the net material, the net material laying jig does not easily fall, and the net material does not easily come off from the net material laying jig.

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

【図1】 網材敷設用治具の全体図[Fig. 1] Overall view of a net material laying jig

【図2】 網材敷設時の法面断面図[Fig. 2] Slope cross section when laying net material

【図3】 モルタル層形成時の法面断面図FIG. 3 is a sectional view of a slope when forming a mortar layer

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 法面から一定距離を隔てて網材を敷設す
る棒状の網材敷設用治具であって、法面に貫入する直線
状の脚部と、脚部と平行にのびる立上部と、脚部の上部
と立上部の下部の間を一定の交差角度を介して連絡する
屈曲部とからなり、屈曲部と立上部の屈曲箇所の内側に
網材を支持する谷部を形成したことを特徴とする、網材
敷設用治具。
1. A rod-shaped net material laying jig for laying net material at a constant distance from a slope, the straight leg portion penetrating the slope and a rising portion extending parallel to the leg portion. And a bent portion that connects the upper portion of the leg portion and the lower portion of the rising portion through a certain intersecting angle, and a trough portion that supports the net material is formed inside the bent portion and the bending portion of the rising portion. This is a jig for laying net material.
JP5357391U 1991-06-17 1991-06-17 Jig for laying net material Expired - Fee Related JPH0643231Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5357391U JPH0643231Y2 (en) 1991-06-17 1991-06-17 Jig for laying net material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5357391U JPH0643231Y2 (en) 1991-06-17 1991-06-17 Jig for laying net material

Publications (2)

Publication Number Publication Date
JPH04138435U JPH04138435U (en) 1992-12-25
JPH0643231Y2 true JPH0643231Y2 (en) 1994-11-09

Family

ID=31929287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5357391U Expired - Fee Related JPH0643231Y2 (en) 1991-06-17 1991-06-17 Jig for laying net material

Country Status (1)

Country Link
JP (1) JPH0643231Y2 (en)

Also Published As

Publication number Publication date
JPH04138435U (en) 1992-12-25

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