JPS6117064Y2 - - Google Patents

Info

Publication number
JPS6117064Y2
JPS6117064Y2 JP1981150351U JP15035181U JPS6117064Y2 JP S6117064 Y2 JPS6117064 Y2 JP S6117064Y2 JP 1981150351 U JP1981150351 U JP 1981150351U JP 15035181 U JP15035181 U JP 15035181U JP S6117064 Y2 JPS6117064 Y2 JP S6117064Y2
Authority
JP
Japan
Prior art keywords
lath
anchor pin
slope
hook
foot
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
Application number
JP1981150351U
Other languages
Japanese (ja)
Other versions
JPS5854442U (en
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 filed Critical
Priority to JP15035181U priority Critical patent/JPS5854442U/en
Publication of JPS5854442U publication Critical patent/JPS5854442U/en
Application granted granted Critical
Publication of JPS6117064Y2 publication Critical patent/JPS6117064Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 本考案は、モルタルやコンクリートの吹付け等
による法面補強工事においてモルタルやコンクリ
ートの芯材となるラス(補強網)を所定位置に固
定するための固定具に関するものである。
[Detailed description of the invention] This invention relates to a fixture for fixing lath (reinforcement net), which is the core material of mortar or concrete, in a predetermined position during slope reinforcement work by spraying mortar or concrete. be.

この法面保護用ラスの固定具は、ラスを法面よ
り適当に離隔させた浮上状態で固定して、モルタ
ルやコンクリート等の法面補強材を吹付けた時
に、ラスが所定深さに包まれるようにするための
ものである。
This slope protection lath fixing device fixes the lath in a floating state at an appropriate distance from the slope surface, and when spraying slope reinforcing materials such as mortar or concrete, the lath is wrapped to a predetermined depth. This is to ensure that the

一般に、法面補強工事は、他のコンクリート工
事と異なり、型枠を用いず地形の凹凸に順じて直
接補強材のモルタルやコンクリート等を打ち込む
ので、法面の勾配、凹凸、緩急、硬軟、法面の形
状、地質等の影響を受け易い。したがつて、ラス
を法面に拡げて敷設するだけでは、法面の突角部
においてラスは法面に近接し、凹部において必要
以上に浮き上つてしまう。また、法面が軟弱な土
質の場合にはラスは土中に埋没してしまう。した
がつて、これらラスにモルタルやコンクリート等
の法面補強材を吹き付けると、補強材層は法面の
凹部では厚く、突角部では薄くなり、法面補強材
の剥落、亀裂等を生じ易く、また仕上り外観を損
うことが多かつた。このように、ラスを法面に拡
げるだけの方法では、ラスをモルタルあるいはコ
ンクリート層の芯材として十分機能させることは
できなかつた。このため、一般に、ラスを法面か
ら適当距離浮上させて張設するために、コンクリ
ート片や小石をラスの下に敷く方法、あるいは針
金等によりラスをアンカーピンに繋縛する方法等
が採られていた。ところがこれらの方法は作業工
数が多い欠点があり、またコンクリート片や小石
をラスの下に敷く場合には、ラスの自重のほか作
業者の体重も加わるので、法面の凹凸の激しい箇
所や急勾配の箇所では作業が困難であり、ラスを
補強材の芯材として適当な位置に配置させること
は容易ではなかつた。
In general, unlike other concrete works, slope reinforcement work does not use formwork and directly pours reinforcing materials such as mortar and concrete according to the unevenness of the terrain. It is easily affected by the shape of the slope, geology, etc. Therefore, if the lath is simply spread out and laid on the slope, the lath will be close to the slope at the protruding corners of the slope and will rise more than necessary in the recesses. Additionally, if the soil on the slope is soft, the lath will be buried in the soil. Therefore, when slope reinforcing materials such as mortar or concrete are sprayed onto these laths, the reinforcing material layer is thicker at the concave parts of the slope and thinner at the protruding corners, making it easy for the slope reinforcing material to peel off, crack, etc. In addition, the finished appearance often deteriorated. As described above, by simply spreading the lath on the slope surface, it was not possible to make the lath function sufficiently as a core material for mortar or concrete layers. For this reason, in order to raise the lath at an appropriate distance above the slope, methods such as laying concrete pieces or pebbles under the lath, or tying the lath to anchor pins with wire, etc. are used. was. However, these methods have the disadvantage of requiring a large number of man-hours, and when placing concrete pieces or pebbles under the lath, the weight of the worker is added in addition to the own weight of the lath, making it difficult to work on extremely uneven or steep slopes. It was difficult to work on sloped areas, and it was not easy to arrange the lath at the appropriate position as the core material of the reinforcing material.

本考案は、上記のような従来技術における問題
を解決するために成されたもので、本考案の目的
は、法面保護用ラスとアンカーピンのフツク部と
に同時に被嵌して、容易にラスをアンカーピンの
フツク部とほぼ同じ高さに固定することができる
法面保護用ラスの固定具を提供することにある。
The present invention was developed in order to solve the problems in the prior art as described above, and the purpose of the present invention is to fit the slope protection lath and the hook part of the anchor pin at the same time so that it can be easily installed. To provide a fixture for a slope protection lath capable of fixing the lath at approximately the same height as the hook part of an anchor pin.

本考案の法面保護用ラスの固定具は、地山に打
込まれるアンカーピン頭部のフツク部とラスの一
線とをまとめてその中に保持する螺施状コイル部
分と、このコイル部分から延在する脚部とを備
え、前記脚部は、アンカーピンの足部とフツク部
との繋ぎ隅部を通り、アンカーピンの足部のフツ
ク部突出方向と反対面にまわつてアンカーピンの
足部に係止可能としたことを特徴とするものであ
る。
The slope protection lath fixing device of the present invention consists of a threaded coil part that holds the hook part of the anchor pin head driven into the ground and a line of the lath together, and The leg part extends through the connecting corner between the foot part of the anchor pin and the hook part, and the leg part passes through the connecting corner between the foot part of the anchor pin and the hook part, and extends around the foot part of the anchor pin in a direction opposite to the direction in which the hook part of the foot part of the anchor pin protrudes. It is characterized by being able to be locked to the part.

次に、本考案を添付の図面に示す実施例に基い
て説明する。
Next, the present invention will be explained based on embodiments shown in the accompanying drawings.

第1図および第2図は本考案に係る固定具1の
一実施例を示す正面図および右側面図である。固
定具は線材を螺施状に巻回して形成したコイル部
分1aと、コイル部分から延在する脚部1bより
構成される。コイル部分1aは、使用時におい
て、アンカーピン2頭部のフツク部2aと法面保
護用ラス3をコイル内に保持するものであり、こ
のためその内径は少なくともフツク部2aの外径
とラス3の線径を加えた大きさを有するものであ
る。固定具1の脚部1bは、コイル部分1aの終
端から延びる部分で、この脚部分において、アン
カーピン2のフツク部2aから垂直部分2bに移
行する部分、すなわちアンカーピン足部2bとフ
ツク部2aとの繋ぎ部2c、および足部2bとに
係合するようになつている。好ましくは、脚部1
bにはその中間位置にくびれ1cを形成し、この
くびれ1cから脚部1b末端に延びる部分をアン
カーピン2の足部分外周に沿つた螺施形状に形成
し、この部分でアンカーピン2の足部分2bと係
合させるようにするとよい。
FIGS. 1 and 2 are a front view and a right side view showing an embodiment of the fixture 1 according to the present invention. The fixture is composed of a coil portion 1a formed by winding a wire in a spiral manner, and a leg portion 1b extending from the coil portion. The coil portion 1a holds the hook portion 2a of the head of the anchor pin 2 and the slope protection lath 3 within the coil during use, and therefore its inner diameter is at least the outer diameter of the hook portion 2a and the lath 3. The size is the sum of the wire diameter. The leg portion 1b of the fixing device 1 is a portion extending from the end of the coil portion 1a, and in this leg portion, the portion transitioning from the hook portion 2a of the anchor pin 2 to the vertical portion 2b, that is, the anchor pin foot portion 2b and the hook portion 2a. It is adapted to engage with the connecting portion 2c and the foot portion 2b. Preferably, the leg 1
A constriction 1c is formed at an intermediate position in b, and a portion extending from this constriction 1c to the end of the leg portion 1b is formed into a threaded shape along the outer circumference of the foot portion of the anchor pin 2, and this portion It is preferable to engage the portion 2b.

本考案の固定具は、前もつて第1図に示す形状
に形成しておいてもよく、使用に際し予め終端部
に未成形部をもつた螺施状に巻回したコイルの未
成形部を、ペンチ等により第1図に示す形状のも
のに形成してもよい。いずれの場合においても、
固定具の構造時に脚部の構造は、ラスを取り付け
た状態で、アンカーピン2から脱落しないだけの
強度が必要であるが、同時に、取付けに際し比較
的小さい力で脚部1bをアンカーピン2の繋ぎ部
2cから足部分2bに導き、その外周に嵌着させ
ることができる程度の弾力性も必要である。
The fixing device of the present invention may be previously formed into the shape shown in FIG. , or may be formed into the shape shown in FIG. 1 using pliers or the like. In either case,
When constructing the fixture, the leg structure needs to be strong enough to prevent it from falling off the anchor pin 2 with the lath attached, but at the same time, the leg 1b must be attached to the anchor pin 2 with a relatively small force during installation. It also needs to have enough elasticity to be able to be guided from the connecting part 2c to the leg part 2b and fitted around its outer periphery.

また、第3図の仮想線で示すように、必要に応
じて、固定具1の頭部分1dをコイル部1aより
上方すなわち地山方向と反対の方向に延在させ
て、モルタルあるいはコンクリート吹付けの吹厚
の検尺ピンとすることもできる。
Further, as shown by the imaginary line in FIG. 3, if necessary, the head portion 1d of the fixture 1 may be extended above the coil portion 1a, that is, in the direction opposite to the direction of the ground, and mortar or concrete can be sprayed. It can also be used as a measuring pin for blowing thickness.

このように形成された固定具1の取付けは概略
次のようにして行う。
The fixture 1 formed in this manner is attached approximately as follows.

アンカーピン2のフツク部分2aが法面の地山
4(第3図)から所定高さ位置となるようにアン
カーピン2を地山4に打込んだ後、法面上に拡げ
られたラス3のうち、アンカーピン2の近接位置
にあるラス3の一線をアンカーピン2のフツク部
分2aに沿わせ、両者を抱き込むように固定具1
のコイル部分1aを被嵌し、固定具1を螺施送り
しながら脚部1aがアンカーピン2に当たるまで
進める。この時、コイル部分1aの巻数全てにラ
ス3の一線を貫通させてもよく、一部のみに挿通
させてもよい。次いで、脚部1bを押し広げるよ
うにして、アンカーピンの足部2bとフツク部2
aとの繋ぎ隅部を通し、アンカーピンの足部2b
のフツク部突出方向と反対面にまわしてアンカー
ピン2の足部2bに係止させる。この時、脚部1
bのくびれ1cから末端にかけての部分をアンカ
ーピン2の足部2bの外周に沿わせて嵌着させる
ことができるので、固定具1はアンカーピン2に
対し回動不能な状態で係止することができ、ラス
3はアンカーピン2のフツク部2aの側面に圧接
される状態で固定保持される。このようにして、
ラス3をアンカーピン2のフツク部分2aとほぼ
同じ高さ位置に、地山4から離隔した状態で固定
することにより、モルタル、コンクリート等の法
面補強材5の芯材を構成する。
After driving the anchor pin 2 into the ground 4 so that the hook part 2a of the anchor pin 2 is at a predetermined height position from the ground 4 on the slope (Fig. 3), the lath 3 is spread out on the slope. Among them, align the line of the lath 3 near the anchor pin 2 with the hook portion 2a of the anchor pin 2, and insert the fixing tool 1 so as to embrace both.
The coil portion 1a of the fixing device 1 is inserted into the fixing device 1, and the fixing device 1 is threaded and advanced until the leg portion 1a hits the anchor pin 2. At this time, one wire of the lath 3 may be passed through all the turns of the coil portion 1a, or may be passed through only a part of the windings. Next, by pushing the leg portions 1b apart, the leg portions 2b and hook portions 2 of the anchor pin are separated.
Pass through the connecting corner with the anchor pin foot 2b
Turn it in the opposite direction to the protruding direction of the hook portion to lock it to the foot portion 2b of the anchor pin 2. At this time, leg 1
Since the portion from the constriction 1c of b to the end can be fitted along the outer periphery of the leg portion 2b of the anchor pin 2, the fixture 1 can be locked to the anchor pin 2 in a non-rotatable state. The lath 3 is held fixed in a state in which it is pressed against the side surface of the hook portion 2a of the anchor pin 2. In this way,
By fixing the lath 3 at approximately the same height position as the hook portion 2a of the anchor pin 2 and in a state separated from the ground 4, the core material of the slope reinforcing material 5 such as mortar or concrete is constituted.

上記したように、本考案によれば、法面の形
状、地形等にかかわらず、ラス3をほぼ法面の地
形に沿つて張設することができる。したがつて、
法面補強材層を一様の厚さで打設することができ
るので、使用する材料に無駄がないのみならずラ
スを芯材として十分に機能させることができる。
As described above, according to the present invention, the lath 3 can be stretched substantially along the topography of the slope, regardless of the shape, topography, etc. of the slope. Therefore,
Since the slope reinforcing material layer can be cast with a uniform thickness, not only is there no waste in the materials used, but the lath can also function satisfactorily as a core material.

また、本考案の固定具は、ラスをコイル内に抱
き込むようにして保持する構成であるので、ラス
が固定具から脱れることがない。また操作は簡単
である。さらに固定具自体、脚部においてアンカ
ーピンに係止する構成となつているので、アンカ
ーピンからの脱けがなく、ラスを堅固に保持する
ことができる。
Further, since the fixture of the present invention is configured to hold the lath in a manner that it is held inside the coil, the lath will not come off from the fixture. It is also easy to operate. Further, since the fixture itself is configured to be locked to the anchor pin at the leg portion, the lath can be firmly held without falling off from the anchor pin.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る法面保護用ラスの固定具
の正面図、第2図はその右側面図、第3図はその
使用状態を示す正面図である。 1……固定具、1a……コイル部分、1b……
脚部、1c……くびれ、2……アンカーピン、2
a……フツク部、2b……脚部分、2c……繋ぎ
隅部、3……ラス、4……地山。
FIG. 1 is a front view of a slope protection lath fixing device according to the present invention, FIG. 2 is a right side view thereof, and FIG. 3 is a front view showing its usage state. 1...Fixing tool, 1a...Coil part, 1b...
Leg, 1c... Constriction, 2... Anchor pin, 2
a...Hook part, 2b...Leg part, 2c...Connecting corner part, 3...Rath, 4...Mound.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地山に打込まれるアンカーピン頭部のフツク部
とラスの一線とをまとめてその中に保持する螺施
状コイル部分と、このコイル部分から延在する脚
部とを備え、前記脚部は、アンカーピンの足部と
フツク部との繋ぎ隅部を通り、アンカーピンの足
部のフツク部突出方向と反対面にまわつてアンカ
ーピンの足部に係止可能としたことを特徴とする
法面保護用ラスの固定具。
A threaded coil portion for holding together the hook portion of the head of the anchor pin to be driven into the ground and a line of the lath together, and a leg portion extending from the coil portion, the leg portion being The method is characterized in that the foot of the anchor pin passes through the connecting corner of the foot of the anchor pin and the hook, and can be locked to the foot of the anchor pin by turning in a direction opposite to the protruding direction of the hook of the foot of the anchor pin. Fixing device for surface protection lath.
JP15035181U 1981-10-08 1981-10-08 Fixtures for slope protection lath Granted JPS5854442U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15035181U JPS5854442U (en) 1981-10-08 1981-10-08 Fixtures for slope protection lath

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15035181U JPS5854442U (en) 1981-10-08 1981-10-08 Fixtures for slope protection lath

Publications (2)

Publication Number Publication Date
JPS5854442U JPS5854442U (en) 1983-04-13
JPS6117064Y2 true JPS6117064Y2 (en) 1986-05-26

Family

ID=29943083

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15035181U Granted JPS5854442U (en) 1981-10-08 1981-10-08 Fixtures for slope protection lath

Country Status (1)

Country Link
JP (1) JPS5854442U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2584977Y2 (en) * 1992-12-03 1998-11-11 ケミカルグラウト株式会社 Inspection tool for spraying work
KR100594496B1 (en) * 2002-10-25 2006-07-03 서동현 A slope proctecting method using compression net high tension and high elasticity
KR101464370B1 (en) * 2014-03-13 2014-11-25 유충선 Noksaengto construction method for preventing falling of the cradle

Also Published As

Publication number Publication date
JPS5854442U (en) 1983-04-13

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