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JP2011190642A - Anchor - Google Patents

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JP2011190642A
JP2011190642A JP2010059198A JP2010059198A JP2011190642A JP 2011190642 A JP2011190642 A JP 2011190642A JP 2010059198 A JP2010059198 A JP 2010059198A JP 2010059198 A JP2010059198 A JP 2010059198A JP 2011190642 A JP2011190642 A JP 2011190642A
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Prior art keywords
anchor
retaining
anchor body
retaining member
embedded
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JP5372812B2 (en
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Koichi Fujiwara
幸市 藤原
Satoshi Masaki
聡 正木
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Shinko Kenzai Ltd
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Shinko Kenzai Ltd
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Abstract

【課題】埋め込んだ後に抜け難いようにする。
【解決手段】一方向に延びたアンカー本体10と、アンカー本体10の先端部11に設けられ、アンカー本体10が埋め込まれた状態においてアンカー本体10に引き抜き抵抗を与える抜け止め部材20とを備え、抜け止め部材20は、先端部11に設けられる基部21と、この基部21から先端部11と反対側に向かって延び、後方に向かうにしたがってアンカー本体10との離隔距離が拡大する向きに傾斜し、互いにアンカー本体10の周方向に並ぶ複数の抜け止め片22とを有し、抜け止め部材20は、アンカー本体10に引き抜き力が与えられたときに各抜け止め片22が地盤から受ける抵抗によって抜け止め片22のアンカー本体10に対する傾斜角度θが拡大する向きに変形可能であり、かつ、互いに隣接する抜け止め片22同士が前記周方向に当接することにより、傾斜角度θが最低角度θに設定される。
【選択図】図1
[PROBLEMS] To make it difficult to escape after embedding.
An anchor body 10 extending in one direction and a retaining member 20 provided at a distal end portion 11 of the anchor body 10 and providing pulling resistance to the anchor body 10 when the anchor body 10 is embedded are provided. The retaining member 20 is inclined in such a direction that a base portion 21 provided at the distal end portion 11 extends from the base portion 21 toward the opposite side of the distal end portion 11 and the separation distance from the anchor body 10 increases toward the rear. And a plurality of retaining pieces 22 arranged in the circumferential direction of the anchor main body 10, and the retaining member 20 is formed by the resistance that each retaining piece 22 receives from the ground when a pulling force is applied to the anchor main body 10. The retaining pieces 22 can be deformed in a direction in which the inclination angle θ with respect to the anchor main body 10 is enlarged, and the retaining pieces 22 adjacent to each other are also the same. There by contact with the circumferential direction, the inclination angle theta is set to the lowest angle theta 0.
[Selection] Figure 1

Description

本発明は、例えば落石を防止すべく用いられる落石防止網などを固定するためのアンカーに関し、特に回転駆動されながら土中に埋め込まれるアンカーに関する。   The present invention relates to an anchor for fixing, for example, a rockfall prevention net used for preventing rockfall, and more particularly to an anchor embedded in soil while being driven to rotate.

上述したアンカーとして、従来、帯板をスパイラル状に形成したアンカー本体の上部に係留を兼ねる回転止部材が取付けられる構成のものが知られている(例えば、特許文献1等参照)。このアンカーでは、前記回転止部材が取り外された状態でアンカー本体が回転駆動されながら地中に埋込まれ、所定深さに達すると、アンカー本体の上部に回転止部材が取付けられることでその回り止めがなされる。   As the above-described anchor, there is conventionally known an anchor having a structure in which an anti-rotation member that also serves as a mooring is attached to an upper portion of an anchor main body in which a band plate is formed in a spiral shape (for example, see Patent Document 1). In this anchor, the anchor body is embedded in the ground while being rotated with the anti-rotation member removed. When the anchor body reaches a predetermined depth, the anti-rotation member is attached to the upper part of the anchor body to rotate around the anchor body. A stop is made.

特許第3111252号Japanese Patent No. 3111252

しかしながら、上述した従来のアンカーにあっては、スパイラル状になっているアンカー本体よりも外側に突出した部分が無いので、そのようなアンカー本体を地中に埋め込んだ後に、埋め込み方向とは逆方向へ向けて引き上げられる引き抜き力が作用した場合に抜け易いという難点があった。   However, in the above-described conventional anchor, there is no portion protruding outward from the spiral anchor body. Therefore, after embedding such an anchor body in the ground, the direction opposite to the embedding direction is provided. There is a problem that it is easy to pull out when a pulling force that is pulled up toward the head acts.

本発明は、このような従来技術の課題を解決するためになされたものであり、埋め込んだ後に引き抜き力が作用しても抜け難いアンカーを提供することを目的とする。   The present invention has been made to solve such problems of the prior art, and an object of the present invention is to provide an anchor that is difficult to come out even if a pulling force acts after being embedded.

本発明の請求項1に係るアンカーは、回転駆動されながら地中に埋め込まれるアンカーであって、一方向に延び、その一方の端部が先行して埋め込まれる先端部を構成するアンカー本体と、前記アンカー本体の先端部に設けられ、当該アンカー本体が埋め込まれた状態で地盤に食い込むことにより当該アンカー本体に引き抜き抵抗を与える抜け止め部材とを備え、前記抜け止め部材は、前記アンカー本体の先端部の近傍部位に設けられる基部と、この基部から前記アンカー本体の先端部と反対側に向かって延び、かつ後方に向かうにしたがってアンカー本体との離隔距離が拡大する向きに傾斜し、互いに前記アンカー本体の周方向に並ぶ複数の抜け止め片とを有し、この抜け止め部材は、前記アンカー本体に引き抜き力が与えられたときに各抜け止め片が地盤から受ける抵抗によって当該抜け止め片の当該アンカー本体に対する傾斜角度が拡大する向きに変形可能であり、かつ、互いに隣接する抜け止め片同士が前記周方向に当接することにより、前記傾斜角度が所定の最低角度を下回るまで低下するのを阻止する形状を有することを特徴とする。   An anchor according to claim 1 of the present invention is an anchor that is embedded in the ground while being driven to rotate, and extends in one direction, and an anchor body that constitutes a tip portion in which one end thereof is embedded in advance, A retaining member that is provided at a distal end portion of the anchor body, and that pulls out into the ground in a state where the anchor body is embedded to provide a pulling resistance to the anchor body, and the retaining member is a distal end of the anchor body. A base portion provided in the vicinity of the portion, and an inclination extending from the base portion toward the opposite side of the distal end portion of the anchor main body and a distance from the anchor main body increasing toward the rear. A plurality of retaining pieces arranged in the circumferential direction of the main body, and the retaining members are provided when a pulling force is applied to the anchor body. The retaining piece can be deformed in a direction in which the inclination angle of the retaining piece with respect to the anchor main body is increased by the resistance received from the ground, and the retaining pieces adjacent to each other are in contact with each other in the circumferential direction. It has a shape that prevents the inclination angle from decreasing until it falls below a predetermined minimum angle.

本発明の請求項2に係るアンカーは、請求項1に記載のアンカーにおいて、前記最低角度が5゜以上かつ30゜以下であることを特徴とする。   An anchor according to claim 2 of the present invention is the anchor according to claim 1, wherein the minimum angle is 5 ° or more and 30 ° or less.

本発明の請求項3に係るアンカーは、請求項1または2に記載のアンカーにおいて、前記各抜け止め片が平板状であり、前記抜け止め部材は、互いに隣接する抜け止め片の側面同士が当接可能な形状を有することを特徴とする。   The anchor according to claim 3 of the present invention is the anchor according to claim 1 or 2, wherein each of the retaining pieces has a flat plate shape, and the retaining members are arranged so that side surfaces of the retaining pieces adjacent to each other are in contact with each other. It has the shape which can contact | connect.

本発明の請求項4に係るアンカーは、請求項3に記載のアンカーにおいて、前記抜け止め部材の基部及び各抜け止め片が単一の金属板により構成され、当該抜け止め片と前記アンカー本体とのなす角度が前記最低角度以上となるように前記基部と前記各抜け止め片との境界部分が曲がっていることを特徴とする。   The anchor according to claim 4 of the present invention is the anchor according to claim 3, wherein the retaining member base and each retaining piece are formed of a single metal plate, the retaining piece, the anchor body, The boundary portion between the base and each retaining piece is bent so that the angle formed by the angle is equal to or greater than the minimum angle.

本発明のアンカーにあっては、アンカー本体の先端部に設けられた抜け止め部材の複数の抜け止め片が、前記アンカー本体に対する離隔距離をアンカー本体の後端側に向かうに従って拡大する傾きに傾斜している。よって、アンカー本体をその先端側から地中に埋め込んだ後にアンカー本体が引き抜き力を受けると、各抜け止め片が地盤から受ける抵抗によって抜け止め片のアンカー本体に対する傾斜角度が拡大する向きに変形し、この変形に伴って地盤に対して抜け難くなる抵抗を発生させることになる。そして、この抵抗によりアンカーが抜け難い状態になる。また、地中に埋め込んでいくときに、抜け止め片のアンカー本体に対する傾斜角度が小さくなっても、隣接する抜け止め片が周方向に当接して傾斜角度が最低角度を下回るまで低下するのを阻止するので、抜け止め片のアンカー本体に対する傾斜角度は最低角度以上に保持され、その保持状態で地中に埋め込まれる。よって、アンカー本体が引き抜き力を受けて各抜け止め片が地盤から受ける抵抗によって傾斜角度が拡大する向きに変形するように前記最低角度を設定しておくことで、アンカー本体が引き抜き力を受けると各抜け止め片が基部と反対の先端側を確実に開かせることができる。なお、抜け止め片に負荷をかけない状態において、隣接する抜け止め片が周方向に当接せず、かつ前記傾斜角度が最低角度よりも大きい角度になるように設定しておき、埋め込みに際し、隣接する抜け止め片が周方向に当接して傾斜角度が最低角度に低下する構成にすることも可能である。   In the anchor according to the present invention, the plurality of retaining members of the retaining member provided at the distal end portion of the anchor body are inclined so as to increase the separation distance from the anchor body toward the rear end side of the anchor body. is doing. Therefore, if the anchor body receives a pulling force after it is buried in the ground from the tip side of the anchor body, the resistance that each retaining piece receives from the ground deforms so that the inclination angle of the retaining piece with respect to the anchor body increases. As a result of this deformation, a resistance is generated that makes it difficult to escape from the ground. This resistance makes it difficult for the anchor to come off. In addition, when embedded in the ground, even if the inclination angle of the retaining piece with respect to the anchor body decreases, the adjacent retaining piece abuts in the circumferential direction and decreases until the inclination angle falls below the minimum angle. Therefore, the inclination angle of the retaining piece with respect to the anchor main body is maintained at a minimum angle or more, and is embedded in the ground in the retained state. Therefore, when the anchor main body receives the pulling force, the anchor main body receives the pulling force by setting the minimum angle so as to be deformed in a direction in which the inclination angle expands due to the resistance that each retaining piece receives from the ground. Each retaining piece can surely open the tip side opposite to the base. In a state where no load is applied to the retaining pieces, the adjacent retaining pieces do not contact in the circumferential direction, and the inclination angle is set to be larger than the minimum angle, and when embedding, It is also possible to employ a configuration in which adjacent retaining pieces abut on the circumferential direction and the inclination angle is reduced to the minimum angle.

前記最低角度は、請求項2のように5゜以上かつ30゜以下にすることが好ましい。即ち、5゜未満の角度の場合には、アンカー本体に引き抜き力が作用してアンカー本体が引き抜かれる状態になっても、各抜け止め片が傾斜角度を拡大させる向きに変形しない虞があるからである。一方、30゜よりも大の場合には、アンカーの埋め込みが困難になるためである。   The minimum angle is preferably 5 ° or more and 30 ° or less as described in claim 2. That is, when the angle is less than 5 °, there is a possibility that each retaining piece will not be deformed in the direction of increasing the inclination angle even when the anchor body is pulled out due to the pulling force acting on the anchor body. It is. On the other hand, when the angle is larger than 30 °, it is difficult to embed the anchor.

また、請求項3に係るアンカーにあっては、各抜け止め片が平板状であり、互いに隣接する抜け止め片の側面同士が当接する構成にすることで、側面同士の当接する部分が角部となり、その角部が地中に穴をあける作用を有する。このとき、側面同士が当接する、互いに隣接する抜け止め片のうちの少なくとも一方の側面に、相手側の抜け止め片の側面に当接する当接片を形成しておくことが好ましい。   Further, in the anchor according to claim 3, each retaining piece has a flat plate shape, and the side surfaces of the retaining pieces adjacent to each other are in contact with each other, so that the contact portions between the side surfaces are corner portions. And the corners have the effect of making holes in the ground. At this time, it is preferable to form an abutting piece that abuts against the side surface of the counterpart retaining piece on at least one side surface of the retaining pieces adjacent to each other where the side surfaces abut each other.

更にまた、請求項4に係るアンカーにあっては、基部と抜け止め片とが単一の金属板で構成されているので、部品点数を少なくすることができる。また、基部と抜け止め片とが一体で繋がっているので、基部と抜け止め片の境界部分における強度を確保することが可能である。   Furthermore, in the anchor according to claim 4, since the base and the retaining piece are made of a single metal plate, the number of parts can be reduced. Moreover, since the base and the retaining piece are integrally connected, it is possible to ensure the strength at the boundary between the base and the retaining piece.

本発明の一実施形態に係るアンカーを示す正面図である。It is a front view showing an anchor concerning one embodiment of the present invention. 図1のアンカーを示す右側面図である。It is a right view which shows the anchor of FIG. 図1のアンカーを使用している状態を示す図である。It is a figure which shows the state which uses the anchor of FIG. 図1のアンカーを構成するアンカー本体を示す正面図である。It is a front view which shows the anchor main body which comprises the anchor of FIG. 図1のアンカーを構成する抜け止め部材を示す外観斜視図である。It is an external appearance perspective view which shows the retaining member which comprises the anchor of FIG. 図5に示す抜け止め部材の展開図である。FIG. 6 is a development view of the retaining member shown in FIG. 5. 抜け止め部材における抜け止め片の作用説明図である。It is action | operation explanatory drawing of the retaining piece in a retaining member. (a)、(b)は共に他の抜け止め部材を示す外観斜視図である。(A), (b) is an external appearance perspective view which shows another retaining member. (a)は他の抜け止め部材を示す外観斜視図、(b)はその展開図である。(A) is an external appearance perspective view which shows the other retaining member, (b) is the expanded view. 更に他の抜け止め部材を示す外観斜視図である。It is an external appearance perspective view which shows the other retaining member. 他の回り止め部材を示す外観斜視図である。It is an external appearance perspective view which shows another rotation stop member. 更に他の回り止め部材を示す図で、(a)は平面図、(b)は正面図である。Furthermore, it is a figure which shows another rotation prevention member, (a) is a top view, (b) is a front view. 更に他の回り止め部材を示す図で、(a)は平面図、(b)は正面図である。Furthermore, it is a figure which shows another rotation prevention member, (a) is a top view, (b) is a front view.

以下に、本発明の実施形態を具体的に説明する。   Embodiments of the present invention will be specifically described below.

図1は本発明の一実施形態に係るアンカーを示す正面図であり、図2はそのアンカーを示す右側面図、図3はそのアンカーを使用している状態を示す図である。また、図4は上記アンカーを構成するアンカー本体を示す正面図、図5は上記アンカーを構成する抜け止め部材を示す外観斜視図、図6は図5に示す抜け止め部材の展開図である。   FIG. 1 is a front view showing an anchor according to an embodiment of the present invention, FIG. 2 is a right side view showing the anchor, and FIG. 3 is a view showing a state in which the anchor is used. 4 is a front view showing an anchor main body constituting the anchor, FIG. 5 is an external perspective view showing a retaining member constituting the anchor, and FIG. 6 is a development view of the retaining member shown in FIG.

このアンカー1は、回転駆動されながら地中に埋め込まれるものであって、アンカー本体10と抜け止め部材20と回り止め部材30とを有する。   The anchor 1 is embedded in the ground while being driven to rotate, and has an anchor body 10, a retaining member 20, and a rotation preventing member 30.

アンカー本体10は、図4に示すように一方向に延びる棒状のもので、その一方の端部11は先行して地中に埋め込まれる先端部を構成する。その先端部(一方の端部)11は、先端に近づく程尖るように円錐形に形成された円錐部12と、その円錐部12よりも後端側に形成された、抜け止め部材20を取付けるための抜け止め部材取付部13とを有する。抜け止め部材取付部13よりも後端側には外径が抜け止め部材取付部13よりも連続して大きくなる段付部14が形成されている。段付部14よりも後端側は軸部15が形成されていて、その軸部15は軸方向の各位置で同一外径になっている。軸部15よりも後端側には外径が軸部15よりも連続して小さくなる段付部16が形成されており、段付部16よりも後端側は軸部15より小さい外径の回り止め部材取付部17が形成されている。抜け止め部材取付部13及び回り止め部材取付部17には、雄ねじが形成されている。   As shown in FIG. 4, the anchor body 10 is a rod-shaped member extending in one direction, and one end portion 11 of the anchor body 10 constitutes a tip portion that is embedded in the ground in advance. The front end portion (one end portion) 11 is attached with a conical portion 12 formed in a conical shape so as to become sharper toward the front end, and a retaining member 20 formed on the rear end side of the conical portion 12. And a retaining member attaching portion 13 for retaining the retaining member. A stepped portion 14 having an outer diameter continuously larger than the retaining member mounting portion 13 is formed on the rear end side of the retaining member mounting portion 13. A shaft portion 15 is formed on the rear end side of the stepped portion 14, and the shaft portion 15 has the same outer diameter at each position in the axial direction. A stepped portion 16 whose outer diameter is continuously smaller than that of the shaft portion 15 is formed on the rear end side of the shaft portion 15, and the rear end side of the stepped portion 16 is smaller in outer diameter than the shaft portion 15. The anti-rotation member attaching portion 17 is formed. Male screws are formed on the retaining member attaching portion 13 and the rotation preventing member attaching portion 17.

前記抜け止め部材取付部13には、抜け止め部材20が取付けられる。抜け止め部材20は、アンカー本体10が埋め込まれた状態で地盤に食い込むことにより当該アンカー本体10に引き抜き抵抗を与えるものであり、金属製のものである。抜け止め部材20の形状は、図5に示すように中心部に円形の取付孔21aを有する矩形状の基部21と、その基部21の各辺に繋がる4つの抜け止め片22とを有する。基部21と各抜け止め片22とが繋がっている部分が折り曲げ箇所となっている。   A retaining member 20 is attached to the retaining member mounting portion 13. The retaining member 20 is a metal member that gives out resistance to the anchor body 10 by biting into the ground in a state where the anchor body 10 is embedded. As shown in FIG. 5, the shape of the retaining member 20 includes a rectangular base portion 21 having a circular mounting hole 21 a at the center portion and four retaining pieces 22 connected to each side of the base portion 21. A portion where the base 21 and each retaining piece 22 are connected is a bent portion.

この抜け止め部材20は、以下のように作製される。まず、単一の金属板、例えば鋼板から図6に示すように型抜きするとともに、基部21と抜け止め片22との境界部分24を同じ方向に折り曲げることで、1回のプレス成形により作製される。よって、基部21と抜け止め片22とが単一の金属板で構成されているので、部品点数を少なくすることができる。また、基部21と抜け止め片22とが一体で繋がっているので、溶接等を用いて連結する場合に比べて前記境界部分24における強度を確保することが可能である。   The retaining member 20 is manufactured as follows. First, as shown in FIG. 6, a single metal plate, for example, a steel plate, is die-cut as shown in FIG. 6, and the boundary portion 24 between the base portion 21 and the retaining piece 22 is bent in the same direction. The Therefore, since the base 21 and the retaining piece 22 are made of a single metal plate, the number of parts can be reduced. Further, since the base portion 21 and the retaining piece 22 are integrally connected, it is possible to ensure the strength at the boundary portion 24 as compared with the case where the base portion 21 and the retaining piece 22 are connected by welding or the like.

この抜け止め部材20は、図1、図2に示すように、基部21の取付孔21aにアンカー本体10の先端部11を挿入するとともに、基部21の両側にそれぞれ設けたナット23a、23bで挟持することで、アンカー本体10の先端部11に取付けられる。この取付け状態において、各抜け止め片22は、基部21からアンカー本体10の先端部11と反対側に向かって延び、かつ後方に向かうにしたがってアンカー本体10との離隔距離が拡大する向きに傾斜し、互いに前記アンカー本体10の周方向に並んでいる。   As shown in FIGS. 1 and 2, the retaining member 20 is inserted into the mounting hole 21 a of the base portion 21 with the distal end portion 11 of the anchor main body 10 and held between nuts 23 a and 23 b provided on both sides of the base portion 21. By doing so, it is attached to the tip 11 of the anchor body 10. In this attached state, each retaining piece 22 extends from the base portion 21 toward the opposite side of the distal end portion 11 of the anchor main body 10 and is inclined in a direction in which the separation distance from the anchor main body 10 increases toward the rear. Are arranged in the circumferential direction of the anchor body 10.

この抜け止め部材20は、アンカー本体10に引き抜き力が与えられたときに各抜け止め片22が地盤から受ける抵抗によって当該抜け止め片22の当該アンカー本体10に対する傾斜角度θが拡大する向きに変形可能であり、かつ、互いに隣接する抜け止め片22同士が前記周方向に当接している。傾斜角度θのうち、隣接する抜け止め片22同士が周方向に当接するときの最低角度θは、本実施形態において10゜に設定されている。 The retaining member 20 is deformed in such a direction that the inclination angle θ of the retaining piece 22 with respect to the anchor body 10 increases due to the resistance that each retaining piece 22 receives from the ground when a pulling force is applied to the anchor body 10. The retaining pieces 22 that are possible and are adjacent to each other are in contact with each other in the circumferential direction. Of the inclination angles θ, the minimum angle θ 0 when adjacent retaining pieces 22 abut on each other in the circumferential direction is set to 10 ° in the present embodiment.

前記回り止め部材取付部17には、回り止め部材30が取付けられる。回り止め部材30は、概略L字状に形成された金属製のものであって、短冊状の取付部31と、その取付部31の長手方向の一端に繋がった埋設部32とを有し、取付部31には例えば円形状の取付孔31aが形成され、埋設部32の先端側(取付部31から離れた側)には、先端になる程に狭幅となった打込部32aが形成されている。   The anti-rotation member 30 is attached to the anti-rotation member attachment portion 17. The anti-rotation member 30 is made of metal formed in an approximately L shape, and has a strip-shaped attachment portion 31 and an embedded portion 32 connected to one end in the longitudinal direction of the attachment portion 31. For example, a circular attachment hole 31 a is formed in the attachment portion 31, and a driving portion 32 a that becomes narrower toward the distal end is formed on the distal end side (the side away from the attachment portion 31) of the embedded portion 32. Has been.

この回り止め部材30は、アンカー本体10を所定深さに埋設した後に、そのアンカー本体10と埋設部32との間に落石防止網2の網目2aまたは落石防止網2を押さえるロープ3が入るように(図3参照)、取付孔31aに回り止め部材取付部17を挿入した状態で回り止め部材30を打ち込み、取付部31におけるアンカー本体10と埋設部32との間で落石防止網2の網目2aやロープ3の抜け止めを行う。なお、取付部31の両側はナット33a、33bで挟持される。   In this anti-rotation member 30, after the anchor main body 10 is buried at a predetermined depth, the mesh 2a of the rock fall prevention net 2 or the rope 3 for pressing the rock fall prevention net 2 is inserted between the anchor main body 10 and the buried portion 32. (See FIG. 3), the anti-rotation member 30 is driven in a state in which the anti-rotation member attachment portion 17 is inserted into the attachment hole 31a, and the mesh of the rock fall prevention net 2 is between the anchor main body 10 and the embedded portion 32 in the attachment portion 31. 2a and rope 3 are secured. Note that both sides of the attachment portion 31 are sandwiched between nuts 33a and 33b.

次に、このように構成された本実施形態におけるアンカー1の取付け内容を、落石防止網を固定する場合を例に挙げて説明する。   Next, the attachment contents of the anchor 1 in the present embodiment configured as described above will be described by taking as an example the case of fixing a rockfall prevention net.

まず、アンカー本体10の先端部11における抜け止め部材取付部13に、ナット23a、23bを介して抜け止め部材20を取付ける。または、抜け止め部材20が取付けられたアンカー本体10を用意する。   First, the retaining member 20 is attached to the retaining member attaching portion 13 at the distal end portion 11 of the anchor body 10 via the nuts 23a and 23b. Alternatively, the anchor main body 10 to which the retaining member 20 is attached is prepared.

次に、落石防止網2の網目2aの内側に、アンカー本体10を所定の回転工具を用いて回転駆動させて抜け止め部材20を地中に埋め込んでいく。このとき、抜け止め片22は一定の姿勢に保持される。つまり、互いに隣接する抜け止め片22同士がアンカー本体10の周方向に当接していて、傾斜角度θが最低角度θに保持されるからである。また、隣接する抜け止め片22における当接する側面22aは、周方向において他の部分よりも外方に向けて突出しているため、一種のドリルの刃として機能する。よって、抜け止め部材20及びアンカー本体10は容易に地中に埋め込まれる。 Next, the anchor main body 10 is driven to rotate inside the mesh 2a of the rockfall prevention net 2 using a predetermined rotary tool, and the retaining member 20 is embedded in the ground. At this time, the retaining piece 22 is held in a fixed posture. That is because the stop piece 22 between spots adjacent to each other are in contact with the circumferential direction of the anchor body 10, the inclination angle theta is held at a minimum angle theta 0. Moreover, since the side surface 22a which contact | abuts in the adjacent retaining piece 22 protrudes outward rather than the other part in the circumferential direction, it functions as a kind of drill blade. Therefore, the retaining member 20 and the anchor body 10 are easily embedded in the ground.

次に、所定深さまでアンカー本体10を埋め込むと、前記回転工具をアンカー本体10から取外す。   Next, when the anchor body 10 is embedded to a predetermined depth, the rotating tool is removed from the anchor body 10.

続いて、アンカー本体10と埋設部32との間に落石防止網の網目が入るように(図3参照)、取付孔31aに回り止め部材取付部17を挿入した状態で回り止め部材30を、ハンマー等を用いて打ち込む。これにより、取付部31におけるアンカー本体10と埋設部32との間で落石防止網の網目の抜け止めが行われる。このとき、取付部31の下側のナット33aは、回り止め部材30よりも先に回り止め部材取付部17に取付けておく。   Subsequently, the anti-rotation member 30 in a state in which the anti-rotation member attaching portion 17 is inserted into the attachment hole 31a so that the mesh of the rock fall prevention net enters between the anchor main body 10 and the embedded portion 32 (see FIG. 3). Use a hammer or the like to drive in. Thereby, the fall of the falling rock prevention net is prevented between the anchor main body 10 and the embedded portion 32 in the attachment portion 31. At this time, the nut 33 a below the attachment portion 31 is attached to the rotation prevention member attachment portion 17 before the rotation prevention member 30.

次に、アンカー本体10の後端部18に取付部31の上側のナット33bを取付ける。これによりアンカー1の取付けが完了する。   Next, the nut 33 b above the attachment portion 31 is attached to the rear end portion 18 of the anchor body 10. Thereby, the attachment of the anchor 1 is completed.

以上のアンカー1の取付けを繰り返して、落石防止網の全域をアンカー1により地盤に固定する。これにより落石防止網が所望の状態に取付けられるとともに、抜け止め片22の傾斜角度θが最低角度θに一定に保持される。 The attachment of the anchor 1 is repeated, and the entire area of the rockfall prevention net is fixed to the ground by the anchor 1. With rockfall prevention network is attached to a desired state by this, the inclination angle theta of the locking piece 22 omission is kept constant at a minimum angle theta 0.

この状態において、例えば落石により落石防止網に力が加わって、回り止め部材30の取付部31およびアンカー本体10に引き抜き力が作用しても、アンカー本体10等が引き抜かれるのを抜け止め部材20が、以下のようにして防止する。即ち、図7に示すようにアンカー本体10が引き抜き力Aを受けると、各抜け止め片22が地盤から受ける抵抗によって二点鎖線で示すように傾斜角度θが拡大する向きに変形し(つまり抜け止め片22が開き)、この変形に伴って地盤に対して抜け難くなる抵抗を発生させ、この抵抗によりアンカー1が抜け難い状態になる。また、このとき、傾斜角度θが最低角度θに設定されているので、アンカー本体10が引き抜き力を受けると各抜け止め片22における基部21と反対の先端側を確実に開かせることができる。 In this state, for example, even when a force is applied to the rock fall prevention net due to falling rocks and a pulling force acts on the attachment portion 31 and the anchor main body 10 of the anti-rotation member 30, the anchor main body 10 is prevented from being pulled out. However, it is prevented as follows. That is, as shown in FIG. 7, when the anchor main body 10 receives the pulling force A, each retaining piece 22 is deformed in a direction in which the inclination angle θ increases as shown by a two-dot chain line due to the resistance received from the ground (that is, the slipping-off piece 22 is removed) The stopper piece 22 is opened), and a resistance that makes it difficult for the ground to come off is generated with this deformation, and the anchor 1 becomes difficult to come off due to this resistance. At this time, since the inclination angle θ is set to the minimum angle θ 0 , when the anchor body 10 receives the pulling force, the distal end side of each retaining piece 22 opposite to the base portion 21 can be reliably opened. .

なお、上述した実施形態においては、最低角度θを10゜に設定しているが、本体発明はこれに限らず、最低角度θを5゜以上かつ30゜以下の任意の角度に設定することが可能である。最低角度θを5゜以上に設定する理由は、5゜未満の角度の場合には、アンカー本体に引き抜き力が作用してアンカー本体が引き抜かれる状態になっても、各抜け止め片22が傾斜角度を拡大させる向きに変形しない(つまり抜け止め片22が開かない)虞があるからである。一方、最低角度θを30゜以下に設定する理由は、30゜よりも大の場合には、アンカーの埋め込みが困難になり、或いは落石防止網の固定にアンカーを用いる場合に網目を挿通させることができなくなる虞があるためである。 In the above-described embodiment, the minimum angle θ 0 is set to 10 °. However, the present invention is not limited to this, and the minimum angle θ 0 is set to an arbitrary angle of 5 ° or more and 30 ° or less. It is possible. The reason why the minimum angle θ 0 is set to 5 ° or more is that when the angle is less than 5 °, each retaining piece 22 does not move even when the anchor body is pulled out due to the pulling force acting on the anchor body. This is because there is a possibility that the tilt angle will not be deformed (that is, the retaining piece 22 will not open). On the other hand, the reason for setting the minimum angle θ 0 to 30 ° or less is that if it is larger than 30 °, it becomes difficult to embed the anchor, or the mesh is inserted when the anchor is used for fixing the rockfall prevention net. This is because there is a possibility that it will not be possible.

また、上述した実施形態においては、基部21が矩形状で抜け止め片22が4個の抜け止め部材20を用いているが、本発明はこれに限らない。例えば、図8(a)に示すように基部211が六角形で抜け止め片221が6個の抜け止め部材201、或いは、図示を省略するが基部が五角形で抜け止め片が5個、或いは基部が七角形以上で抜け止め片が基部の辺の数と同じ数の抜け止め部材などを用いてもよい。また、基部212が円形で、抜け止め片222が円錐台の側面を4分割した形状の抜け止め部材202などを用いてもよい。抜け止め部材202における抜け止め片222としては、円錐台の側面を2分割、または3分割、または5分割以上とした形態であってもよい。   In the above-described embodiment, the base 21 is rectangular and the retaining pieces 22 are four retaining members 20. However, the present invention is not limited to this. For example, as shown in FIG. 8A, the base 211 is hexagonal and the retaining pieces 221 are six retaining members 201, or although not shown, the base is pentagonal and has five retaining pieces, or the base. May be a heptagon or more and the retaining pieces have the same number of retaining members as the number of sides of the base. Alternatively, the retaining member 202 having a shape in which the base 212 is circular and the retaining piece 222 is formed by dividing the side surface of the truncated cone into four parts may be used. As the retaining piece 222 in the retaining member 202, the side surface of the truncated cone may be divided into two parts, three parts, or five parts or more.

更に、上述した実施形態においては、隣接する抜け止め片22における側面22a同士を当接させることで最低角度θを維持するように構成しているが、本発明はこれに限らず、図9(a)(b)に示すように、隣接する抜け止め片22における側面22aに当接片22bを形成し、その当接片22bと隣の抜け止め片22における側面22aとが当接するように構成してもよい。なお、図9では、当接させる2つの側面22aの両方に当接片22bを形成しているが、本発明はこれに限らず、いずれか片方に当接片22bを形成してもよい。 Furthermore, in the above-described embodiment, the minimum angle θ 0 is maintained by bringing the side surfaces 22a of the adjacent retaining pieces 22 into contact with each other. However, the present invention is not limited to this, and FIG. As shown in (a) and (b), a contact piece 22b is formed on the side surface 22a of the adjacent retaining piece 22 so that the contact piece 22b and the side surface 22a of the adjacent retaining piece 22 come into contact with each other. It may be configured. In FIG. 9, the contact piece 22b is formed on both of the two side surfaces 22a to be contacted. However, the present invention is not limited to this, and the contact piece 22b may be formed on either one.

更にまた、上述した実施形態における抜け止め部材として、地盤へ埋設する際の直前直後(引き抜き力が作用して抜け止め片22が開く場合を除く)で、図5及び図9(a)に示すように隣接する抜け止め片22における側面22a同士が当接したまま、つまり抜け止め片22の傾斜角度θに変化が起こらない構成のものを例に挙げているが、本発明に適用可能な抜け止め部材はこれに限らない。例えば、図10に示すように、地盤へ埋設する際の直前直後(引き抜き力が作用して抜け止め片22が開く場合を除く)で、隣接する抜け止め片22における側面22a同士が当接せずに間に隙間22cが形成されていて、地盤に抜け止め部材20を埋め込んでいくときに、地盤から受ける力によって抜け止め片22が変形することに伴って傾斜角度θが小さくなり、最終的に隙間22cがゼロ、つまり側面22a同士が当接する最低角度θにまで変形する構成にも適用することができる。 Furthermore, as the retaining member in the above-described embodiment, immediately before and after embedding in the ground (except when the pulling force acts to open the retaining piece 22), shown in FIGS. 5 and 9A. As described above, the side surfaces 22a of the retaining pieces 22 adjacent to each other are in contact with each other, that is, a configuration in which the inclination angle θ of the retaining pieces 22 does not change is taken as an example. The stop member is not limited to this. For example, as shown in FIG. 10, immediately before and after embedding in the ground (except when the pull-out force acts to open the retaining piece 22), the side surfaces 22a of adjacent retaining pieces 22 abut against each other. When the gap retaining member 20 is embedded in the ground, and the retaining member 20 is embedded in the ground, the inclination angle θ decreases as the retaining piece 22 is deformed by the force received from the ground. gap 22c is zero, i.e. it is possible to side 22a to each other is applied to a structure to deform to the lowest angle theta 0 abutting the.

更にまた、上述した実施形態における回り止め部材30としては、図1に示すように概略L字形のものを用いているが、本発明はこれに限らない。例えば、図11に示すように取付部31の長手方向の両端に埋設部32が設けられ、各埋設部32の先端に打込部32aが形成された回り止め部材30Aを用いてもよい。或いは、図12に示すように取付部34が平面視で概略三角形に形成されるとともに中心部に取付孔34aが形成され、外周部の各頂部に埋設部32が設けられ、各埋設部32の先端に打込部32aが形成された回り止め部材30B、或いは、図13に示すように取付部35が平面視で十字形に形成されるとともに交差部に取付孔35aが形成され、各辺の端部に埋設部32が設けられ、各埋設部32の先端に打込部32aが形成された回り止め部材30Cを用いてもよい。   Furthermore, as the anti-rotation member 30 in the above-described embodiment, a substantially L-shaped member is used as shown in FIG. 1, but the present invention is not limited to this. For example, as shown in FIG. 11, an anti-rotation member 30 </ b> A in which embedded portions 32 are provided at both ends in the longitudinal direction of the mounting portion 31 and a driving portion 32 a is formed at the tip of each embedded portion 32 may be used. Alternatively, as shown in FIG. 12, the attachment portion 34 is formed in a substantially triangular shape in plan view, the attachment hole 34 a is formed in the center portion, and an embedded portion 32 is provided at each apex of the outer peripheral portion. An anti-rotation member 30B having a driving portion 32a formed at the tip, or as shown in FIG. 13, the attachment portion 35 is formed in a cross shape in a plan view, and an attachment hole 35a is formed in the intersecting portion. An anti-rotation member 30 </ b> C in which an embedded portion 32 is provided at the end and a driving portion 32 a is formed at the tip of each embedded portion 32 may be used.

更にまた、上述した実施形態においては落石防止網を固定する場合を例に挙げているが、本発明はこれに限らない。例えば、テントなどをたてる場合に支柱を引っ張るためのロープを固定するためのアンカーにも同様に適用できる。   Furthermore, in the above-described embodiment, the case where the falling rock prevention net is fixed is taken as an example, but the present invention is not limited to this. For example, the present invention can be similarly applied to an anchor for fixing a rope for pulling a support column when a tent is set up.

1 アンカー
10 アンカー本体
11 一方の端部(先端部)
20 抜け止め部材
21 基部
22 抜け止め片
θ 傾斜角度
θ 最低角度
1 Anchor 10 Anchor body 11 One end (tip)
20 Retaining member 21 Base 22 Retaining piece θ Inclination angle θ 0 Minimum angle

Claims (4)

回転駆動されながら地中に埋め込まれるアンカーであって、
一方向に延び、その一方の端部が先行して埋め込まれる先端部を構成するアンカー本体と、
前記アンカー本体の先端部に設けられ、当該アンカー本体が埋め込まれた状態で地盤に食い込むことにより当該アンカー本体に引き抜き抵抗を与える抜け止め部材とを備え、
前記抜け止め部材は、前記アンカー本体の先端部の近傍部位に設けられる基部と、この基部から前記アンカー本体の先端部と反対側に向かって延び、かつ後方に向かうにしたがってアンカー本体との離隔距離が拡大する向きに傾斜し、互いに前記アンカー本体の周方向に並ぶ複数の抜け止め片とを有し、
この抜け止め部材は、前記アンカー本体に引き抜き力が与えられたときに各抜け止め片が地盤から受ける抵抗によって当該抜け止め片の当該アンカー本体に対する傾斜角度が拡大する向きに変形可能であり、かつ、互いに隣接する抜け止め片同士が前記周方向に当接することにより、前記傾斜角度が所定の最低角度を下回るまで低下するのを阻止する形状を有することを特徴とするアンカー。
An anchor embedded in the ground while being driven to rotate,
An anchor body that extends in one direction and constitutes a tip portion in which one end portion is embedded in advance;
Provided at the distal end of the anchor body, and provided with a retaining member that gives pull resistance to the anchor body by biting into the ground in a state where the anchor body is embedded,
The retaining member includes a base provided in the vicinity of the tip of the anchor body, a distance extending from the base toward the opposite side of the tip of the anchor body, and a distance from the anchor body toward the rear. And a plurality of retaining pieces that are inclined in the direction of expansion and are aligned with each other in the circumferential direction of the anchor body,
The retaining member is deformable in a direction in which an inclination angle of the retaining piece with respect to the anchor body is increased by a resistance that each retaining piece receives from the ground when a pulling force is applied to the anchor body, and An anchor having a shape which prevents the inclination angle from decreasing until it falls below a predetermined minimum angle when the retaining pieces adjacent to each other contact each other in the circumferential direction.
請求項1に記載のアンカーにおいて、
前記最低角度が5゜以上かつ30゜以下であることを特徴とするアンカー。
The anchor according to claim 1,
An anchor characterized in that the minimum angle is not less than 5 ° and not more than 30 °.
請求項1または2に記載のアンカーにおいて、
前記各抜け止め片が平板状であり、前記抜け止め部材は、互いに隣接する抜け止め片の側面同士が当接可能な形状を有することを特徴とするアンカー。
The anchor according to claim 1 or 2,
Each of the retaining pieces has a flat plate shape, and the retaining member has a shape in which side surfaces of the retaining pieces adjacent to each other can come into contact with each other.
請求項3に記載のアンカーにおいて、
前記抜け止め部材の基部及び各抜け止め片が単一の金属板により構成され、当該抜け止め片と前記アンカー本体とのなす角度が前記最低角度以上となるように前記基部と前記各抜け止め片との境界部分が曲がっていることを特徴とするアンカー。
The anchor according to claim 3,
The base of the retaining member and each retaining piece are made of a single metal plate, and the base and each retaining piece are configured such that the angle formed between the retaining member and the anchor body is equal to or greater than the minimum angle. An anchor characterized in that the boundary portion between and is bent.
JP2010059198A 2010-03-16 2010-03-16 anchor Active JP5372812B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101513681B1 (en) * 2013-11-27 2015-04-23 한국건설기술연구원 anchor unit for slope supporter
JP2016102392A (en) * 2014-11-18 2016-06-02 日新興業株式会社 Grout injection pipe with ground settlement inspection device
KR101781475B1 (en) * 2015-06-24 2017-09-26 (주)테크비전 Reinforcing member for ground and timbering method using the same thing

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038109U (en) * 1973-07-28 1975-04-19
JPS5991221A (en) * 1982-11-18 1984-05-25 Sekisui Prefab Homes Ltd Earth anchor
US4592178A (en) * 1985-04-09 1986-06-03 Lu Hsi H Ground anchor
JPH08184039A (en) * 1994-12-28 1996-07-16 Koizumi Seima Kk Anchor for rope mooring
JP3111252B2 (en) * 1997-09-12 2000-11-20 東京製綱株式会社 Spiral anchor made of strip with mooring and rotation stop member

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038109U (en) * 1973-07-28 1975-04-19
JPS5991221A (en) * 1982-11-18 1984-05-25 Sekisui Prefab Homes Ltd Earth anchor
US4592178A (en) * 1985-04-09 1986-06-03 Lu Hsi H Ground anchor
JPH08184039A (en) * 1994-12-28 1996-07-16 Koizumi Seima Kk Anchor for rope mooring
JP3111252B2 (en) * 1997-09-12 2000-11-20 東京製綱株式会社 Spiral anchor made of strip with mooring and rotation stop member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101513681B1 (en) * 2013-11-27 2015-04-23 한국건설기술연구원 anchor unit for slope supporter
JP2016102392A (en) * 2014-11-18 2016-06-02 日新興業株式会社 Grout injection pipe with ground settlement inspection device
KR101781475B1 (en) * 2015-06-24 2017-09-26 (주)테크비전 Reinforcing member for ground and timbering method using the same thing

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