JPH0354178Y2 - - Google Patents
Info
- Publication number
- JPH0354178Y2 JPH0354178Y2 JP1986044091U JP4409186U JPH0354178Y2 JP H0354178 Y2 JPH0354178 Y2 JP H0354178Y2 JP 1986044091 U JP1986044091 U JP 1986044091U JP 4409186 U JP4409186 U JP 4409186U JP H0354178 Y2 JPH0354178 Y2 JP H0354178Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- driving
- cylindrical body
- rod
- resistance
- 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
Links
- 230000000087 stabilizing effect Effects 0.000 claims description 15
- 239000003381 stabilizer Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 230000000694 effects Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 229910000975 Carbon steel Inorganic materials 0.000 description 2
- 239000010962 carbon steel Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 102220259718 rs34120878 Human genes 0.000 description 2
- 102200082816 rs34868397 Human genes 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、地盤内に打ち込まれた後姿勢変更
することで引き抜きに対する抵抗力を発揮し、立
木や仮設建築物等を地盤に緊結するために用いる
アンカ−に関する。[Detailed explanation of the invention] [Industrial application field] This invention is used to exert resistance against uprooting by changing the posture after being driven into the ground, and to tie standing trees, temporary buildings, etc. to the ground. The present invention relates to an anchor used for.
上述したアンカ−としては、第18図に示すよ
うに、切断した丸パイプ1′の、打込時に後方に
なる側の一端の周壁を加工して外方に彎曲する彎
曲部1′Aを形成するとともに、この彎曲部1′A
とは異なる側の丸パイプ1′の周壁のほぼ中央部
に、牽引用索具2′の取付部3′を設けたものが知
られている。このアンカ−は、先端の絞り部1′
Bに当接する図中一点鎖線で示す棒状の打込具
D′によつて地中に打ち込まれた後、牽引用索具
2′に対する引張操作で、土に食い込む彎曲部
1′Aを支点として回動し、牽引用索具2′に作用
する引張力に抵抗する姿勢に変更されるように構
成されたものである(例えば、特公昭57−43695
号公報参照)。
As shown in FIG. 18, the above-mentioned anchor is made by machining the circumferential wall of one end of the cut round pipe 1' that will be rearward when it is driven in to form a curved part 1'A that curves outward. At the same time, this curved portion 1'A
It is known that a mounting portion 3' for a traction rope 2' is provided approximately at the center of the peripheral wall of the round pipe 1' on a side different from the round pipe 1'. This anchor has a constricted portion 1' at the tip.
The rod-shaped driving tool shown by the dashed line in the figure comes into contact with B.
After being driven into the ground by D', when the towing rope 2' is pulled, it rotates around the curved part 1'A that bites into the soil as a fulcrum, and a tensile force is applied to the towing rope 2'. (For example, Japanese Patent Publication No. 57-43695)
(see publication).
上述した従来構成による場合には、アンカ−の
本体が丸パイプを切断したものであるから、地盤
内への打込みは比較的容易に行えるものの、牽引
用索具を介して作用する引張力に対向する姿勢に
おいて、地盤に接して抵抗力を発揮することとな
る部分が丸パイプの外周面であり引抜方向に対し
て傾いたものであるから、大きな引抜抵抗力を得
ることが難しいものであつた。
In the case of the conventional structure described above, since the main body of the anchor is a cut round pipe, it is relatively easy to drive it into the ground, but it cannot resist the tensile force acting through the traction rope. In this position, the part that comes into contact with the ground and exerts a resistance force is the outer circumferential surface of the round pipe, which is inclined with respect to the pulling direction, making it difficult to obtain a large pulling resistance force. .
この考案の目的は、上述の実情に鑑み、引張力
に対する大きな抵抗力が得られ、しかも、地盤へ
の打込みによる設置も支障なく行えるアンカ−を
提供することにある。 In view of the above-mentioned circumstances, the purpose of this invention is to provide an anchor that has a large resistance to tensile force and that can be installed by driving into the ground without any problem.
この考案によるアンカ−の特徴構成は、平板状
の抵抗板と、打込み用の推進安定板とを備え、そ
の推進安定板に2本の牽引具を固定する2つの取
付部を、打込方向に間隔を隔てて設けてあり、そ
の内、一方の取付部は、打込方向の下側で抵抗板
からはなれた位置に設け、他方の取付部は、打込
方向の上側で抵抗板に近い位置に設けたことにあ
る。
The characteristic structure of the anchor according to this invention is that it is equipped with a flat resistance plate and a propulsion stabilizing plate for driving, and two attachment parts for fixing two traction tools to the propulsion stabilizing plate are attached in the driving direction. They are provided at intervals, one of which is located at the bottom in the driving direction and away from the resistance plate, and the other mounting part is located at the top in the driving direction and close to the resistance plate. This is because it was established in
つまり、2本の牽引具を取付け抵抗板を立姿勢
にしたアンカ−を、打込具等を用いて地盤に打ち
込むと、抵抗板は平板状であるために、打ち込み
方向に直進し、所定深さにまで達したときに、抵
抗板からはなれ且つ推進安定板上の打込方向下側
に位置する取付部に固定した牽引具を地上に位置
固定してさらにアンカ−に打込方向の力を作用さ
せれば、アンカ−は、この取付部を支点として回
動し、広い面積を有する抵抗板が牽引具による引
張力が作用する方向にほぼ直交する引抜抵抗姿勢
になるように、その姿勢が変更され、大きな引抜
抵抗力を得ることができる。この時使用する牽引
具を連結してある取付部は、抵抗板からはなれた
且つ安定板上で打込方向下側の位置に設けてある
ので、打込力が、加わる方向線とこの牽引具の引
張り方向線との距離は大きく、取付部周囲に作用
する回転モ−メントも大きい分、小さな力で簡単
にアンカ−を回動させることができる。
In other words, when an anchor with two traction tools attached and a resistance plate in an upright position is driven into the ground using a driving tool, the resistance plate is flat, so it moves straight in the driving direction and reaches a predetermined depth. When the anchor is reached, the traction device fixed to the mounting part on the propulsion stabilizing plate, which is located on the lower side in the driving direction and away from the resistance plate, is fixed on the ground, and further force is applied to the anchor in the driving direction. When applied, the anchor rotates using this attachment part as a fulcrum, and its posture is adjusted so that the resistance plate, which has a large area, assumes a pull-out resistance posture that is approximately perpendicular to the direction in which the tensile force of the traction tool is applied. It is possible to obtain a large pull-out resistance force. The attachment part to which the traction tool used at this time is connected is located away from the resistance plate and on the lower side of the stabilizing plate in the driving direction, so that the driving force is applied to the directional line and the traction tool. The distance between the anchor and the pulling direction line is large, and the rotational moment acting around the mounting portion is large, so the anchor can be easily rotated with a small force.
そして、2本の牽引具を固定する2つの取付部
が打込方向に間隔を隔てて設けられているから、
アンカ−の姿勢が変更された状態では、牽引具に
よる引張力が作用する方向にほぼ直交する方向に
両取付部が間隔を隔てて位置することとなり、2
本の牽引具にともに引張力が作用する状態でアン
カ−の姿勢は安定し、板状の抵抗板により得られ
る大きな引抜抵抗力を充分発揮することができ
る。 Since the two attachment parts for fixing the two traction tools are provided at intervals in the driving direction,
When the posture of the anchor is changed, both attachment parts are positioned at a distance from each other in a direction substantially perpendicular to the direction in which the pulling force from the traction tool is applied.
The posture of the anchor is stabilized in a state in which a tensile force is applied to both the book pulling tools, and the large pull-out resistance provided by the plate-shaped resistance plate can be fully exerted.
その上、打込方向に沿った推進安定板を備えて
いるから、打込み時の姿勢を安定させてアンカ−
を所定の打込方向に導くことができる。また、ア
ンカ−の回収は、上述のアンカ−姿勢変更に用い
たものは別の一方の取付部に固定した牽引具を引
抜けば、取付部を抵抗板に近く、且つ、安定板上
で打込方向の上側に設けてあるので、引抜きに伴
なう土の抵抗によりアンカ−は、この取付部を支
点として上述と逆方向に回動し、抵抗板が引抜抵
抗の小さい立姿勢となって簡単に回収できる。 In addition, it is equipped with a propulsion stabilizing plate along the driving direction, which stabilizes the posture during driving and provides an anchor.
can be guided in a predetermined driving direction. In addition, the anchor can be retrieved by pulling out the towing tool fixed to one of the attachment parts of the anchor used to change the anchor posture described above, and then driving the attachment part close to the resistance plate and on the stabilizing plate. Since it is installed on the upper side in the pulling direction, the anchor rotates in the opposite direction to the above-mentioned direction using this mounting part as a fulcrum due to the resistance of the soil that accompanies pulling out, and the resistance plate assumes an upright position with less pulling resistance. Can be easily collected.
イ 上述のように、作用する引張力に対して、2
本の牽引具を用いて板状の抵抗板で対向させる
ことによって安定した姿勢で大きな引抜抵抗力
を得られるようになつた。
B. As mentioned above, for the applied tensile force, 2
By using a book traction tool and opposing it with a plate-shaped resistance plate, it became possible to obtain a large pulling resistance force in a stable posture.
ロ また、平板状の抵抗板を用いながらも、推進
安定板を設けて打込み時の姿勢を安定させるこ
とで、作用する打込力を打込方向にのみ作用さ
せて所定の方向及び所定の深さへの打込みを容
易に行うことができるようになつた。(b) Although a flat resistance plate is used, by providing a propulsion stabilizing plate to stabilize the posture during driving, the applied driving force is applied only in the driving direction, and the driving force is applied in the specified direction and depth. It has become easier to drive into the hole.
ハ さらに、2本の牽引具の取付部位置を、夫々
推進安定板上で前述のように特定することで、
打込みによるアンカ−姿勢の変更や、引抜きに
よるアンカ−体の回収を小さな力で楽に行うこ
とができるようになつた。C.Furthermore, by specifying the mounting positions of the two towing tools on the propulsion stabilizer plate as described above,
It is now possible to easily change the anchor posture by driving it in, and recover the anchor body by pulling it out, with a small amount of force.
ニ その上アンカ−の姿勢変更は、任意の深度で
行えるので希望の深度にアンカ−を設置出来る
ようになつた。D. Furthermore, the attitude of the anchor can be changed at any depth, making it possible to install the anchor at a desired depth.
即ち本考案によるアンカ−の特有の効果は上述
のイ,ロ,ハ,ニの効果のすべてをはたすことが
出来るようになつたところにある。 That is, the unique effect of the anchor according to the present invention is that it can achieve all of the above-mentioned effects A, B, C, and D.
以下に、図面に基づいて、この考案の実施例を
説明する。
Examples of this invention will be described below based on the drawings.
第1図ないし第5図に示すように、この考案に
よるアンカ−Aは、地盤G内に位置した状態で引
抜抵抗力を発揮することとなる抵抗板Rと、地盤
Gに打込む際にアンカ−Aが所定の方向を向いて
進むように案内する推進安定板Sとから構成され
ている。このアンカ−Aは、一対のアングル鋼の
小片1を溶接固定したもので、一対のアングル鋼
の小片1の互いに接合される一方の辺部1a,1
aどうしによつて、推進安定板Sが構成されてい
る。また、他方の辺部1b,1bどうしは、ほぼ
同一の平面状となつて抵抗板Rを構成している。 As shown in Figures 1 to 5, the anchor A according to this invention has a resistance plate R that exerts a pulling resistance force when located in the ground - A is composed of a propulsion stabilizing plate S that guides the vehicle so that it faces in a predetermined direction. This anchor A is made by welding and fixing a pair of small pieces 1 of angle steel, and one side 1a, 1 of the pair of small pieces 1 of angle steel that are joined to each other.
A propulsion stabilizer plate S is constituted by a. Further, the other side portions 1b, 1b form a resistance plate R having substantially the same planar shape.
そして、抵抗板Rと推進安定板Sとは、何れも
その先端部分が幅方向に先細り形状に形成されて
おり、後述するこのアンカ−Aの打込み作業時
に、地盤Gに容易に打ち込まれるように構成され
ている。なお、図中1cは補強のためのリブであ
る。 Both the resistance plate R and the propulsion stabilizing plate S have their tip portions tapered in the width direction, so that they can be easily driven into the ground G during the driving work of this anchor A, which will be described later. It is configured. In addition, 1c in the figure is a rib for reinforcement.
この推進安定板Sの部分には、牽引具2の一例
である一対のタイロツド2a,2bが各別に取り
付けられる2つの取付部3a,3bが形成されて
いる。それら2つの取付部3a,3bは、抵抗板
に対する位置を異ならせるとともに、推進安定板
Sの長手方向、即ち、アンカ−Aの打込方向Xに
間隔を隔てて形成されている。詳しくは、取付部
3aは打込方向Xの下側で抵抗板Rからはなれた
位置に設け、取付部3bは打込方向Xの上側で抵
抗板Rに近い位置に設けてある。 Two attachment portions 3a and 3b are formed in this portion of the propulsion stabilizing plate S to which a pair of tie rods 2a and 2b, which are an example of the traction tool 2, are respectively attached. These two attachment portions 3a and 3b are located at different positions relative to the resistance plate and are formed at intervals in the longitudinal direction of the propulsion stabilizing plate S, that is, in the driving direction X of the anchor A. Specifically, the mounting portion 3a is provided at a position farther from the resistance plate R on the lower side in the driving direction X, and the mounting portion 3b is provided at a position closer to the resistance plate R on the upper side in the driving direction X.
これは、後述するが、地盤G内の所定位置にま
で打ち込まれたときに、下方に位置する取付部3
aに取り付けられたタイロツド(以下、下側タイ
ロツドと称する)2aを地盤Gの表面に固定した
まま、さらに打込方向に力を加えることでアンカ
−Aを回動させてタイロツド2a,2bに掛かる
引張力に有効に対抗できる、第5図に示す姿勢に
容易に変更させるためと、この変更後の姿勢にお
いて、2本のタイロツド2a,2bに作用する引
張力に、引張力の掛かる方向と直行する方向に位
置を異ならせて抵抗させることでアンカ−Aの姿
勢を安定したものにするためと、一方、アンカ−
Aの回収をする場合において取付部3bに取り付
けたタイロツド2bを引抜くことで、アンカ−A
を立姿勢に回動させて、引抜き抵抗を小さくして
回収できるようにするためである。 This will be described later, but when it is driven to a predetermined position in the ground G, the mounting part 3 located below
While the tie rod (hereinafter referred to as the lower tie rod) 2a attached to A is fixed to the surface of the ground G, force is further applied in the driving direction to rotate the anchor A and hang it on the tie rods 2a and 2b. In order to easily change the posture shown in Fig. 5, which can effectively resist the tensile force, in this changed posture, the tensile force acting on the two tie rods 2a and 2b is perpendicular to the direction in which the tensile force is applied. In order to stabilize the posture of anchor A by providing resistance at different positions in the direction of
When recovering anchor A, pull out the tie rod 2b attached to the attachment part 3b.
The purpose is to rotate it to an upright position and reduce the resistance to pull it out so that it can be recovered.
次に、このアンカ−Aの施工方法を説明する。
このアンカ−Aの地盤Gへの打込みは、専用の打
込具D1を用いる。この打込具D1は、第6図に示
すように、鋼管4Aとその両端に溶接した一対の
口金4B,4Cとからなる筒状体4、及び、この
筒状体4に内嵌されるロツド部材5とから構成さ
れている。筒状体4の一対の口金4B,4Cは、
夫々、炭素鋼[S45CまたはS55C]を熱処理して
形成したものである。 Next, a method of constructing this anchor A will be explained.
A dedicated driving tool D1 is used to drive this anchor A into the ground G. As shown in FIG. 6, this driving tool D 1 includes a cylindrical body 4 consisting of a steel pipe 4A and a pair of ferrules 4B and 4C welded to both ends thereof, and a cylindrical body 4 that is fitted inside the cylindrical body 4. It is composed of a rod member 5. A pair of caps 4B and 4C of the cylindrical body 4 are
Each is formed by heat treating carbon steel [S45C or S55C].
筒状体4の一対の口金(以下、下側口金と称す
る)4Bの端縁には、第6図ないし第9図に示す
ように、アンカ−Aの抵抗板Rと推進安定板Sと
に夫々嵌合する3つのスロツト4aが形成されて
いる。また、第6図ないし第8図に示すように、
筒状体4の鋼管4Aと下側口金4Bに亘つて、プ
ラグ6が内嵌されている。このプラグ6は大径部
6aと小径部6bとからなり、一方、筒状体4の
下側口金4Bの中間部分より先端側はプラグ6の
小径部6bのみを通過させるように小径に形成さ
れている。 As shown in FIGS. 6 to 9, the ends of the pair of caps (hereinafter referred to as lower caps) 4B of the cylindrical body 4 are provided with a resistance plate R of an anchor A and a propulsion stabilizing plate S. Three slots 4a are formed to fit into each slot. Additionally, as shown in Figures 6 to 8,
A plug 6 is fitted over the steel pipe 4A of the cylindrical body 4 and the lower mouthpiece 4B. This plug 6 consists of a large diameter part 6a and a small diameter part 6b, and on the other hand, the tip side from the middle part of the lower mouthpiece 4B of the cylindrical body 4 is formed to have a small diameter so that only the small diameter part 6b of the plug 6 can pass through. ing.
また、ロツド部材5は筒状体4に内嵌可能な一
対のロツド部5A,5Bと、それらの間に位置し
て筒状体4の他方の口金(以下、上側口金と称す
る)4Cの端縁に当接する錘部5Cとから構成さ
れている。一方のロツド部5Aは、筒状体4に内
嵌されて錘部5Cが筒状体4の上側口金4Cの端
縁に当接する状態で、第7図に示すように、その
先端と前記プラグ6との間に若干の隙間が生じる
長さに形成されている。他方のロツド部5Bは、
筒状体4に内嵌された状態で、第8図に示すよう
に、その先端が前記プラグ6の大径部6aに当接
し、このプラグ6を、その大径部6aが筒状体4
の下側口金4Bの段違部分に当接するまで、筒状
体4の先端側に突出させる長さに形成されてい
る。 Further, the rod member 5 includes a pair of rod parts 5A and 5B that can be fitted into the cylindrical body 4, and an end of the other cap (hereinafter referred to as the upper cap) 4C of the cylindrical body 4 located between them. It is composed of a weight portion 5C that comes into contact with the edge. One rod part 5A is fitted into the cylindrical body 4 and the weight part 5C is in contact with the edge of the upper mouthpiece 4C of the cylindrical body 4, as shown in FIG. The length is such that there is a slight gap between it and 6. The other rod portion 5B is
When the plug 6 is fitted into the cylindrical body 4, its tip abuts the large diameter portion 6a of the plug 6, as shown in FIG.
It is formed in such a length that it protrudes toward the distal end side of the cylindrical body 4 until it comes into contact with the stepped portion of the lower mouthpiece 4B.
また、この長い方のロツド部(以下、突出用ロ
ツド部と称する)5Bの先端部分には、その周面
から両側に若干突出する係止ピン5aが植設され
ている。そして、第6図ないし第8図及び第10
図に示すように、筒状体4の上側口金4Cには、
この係止ピン5aが通過できる張出部7aを持っ
た開口7Aのある係止具7が螺合されている。 Furthermore, a locking pin 5a is implanted at the tip of the longer rod portion (hereinafter referred to as a protruding rod portion) 5B so as to slightly protrude from the circumferential surface thereof to both sides. and Figures 6 to 8 and 10.
As shown in the figure, the upper cap 4C of the cylindrical body 4 includes
A locking tool 7 having an opening 7A having an overhang 7a through which the locking pin 5a can pass is screwed together.
つまり、プラグ6に対する突出操作を行うに
は、係止ピン5aがこの張出部7aを通過する位
置で、突出用ロツド部5Bを筒状体4内に挿入す
ればよい。そして、プラグ6の突出操作が終われ
ば(後述するが、このとき、アンカ−Aの姿勢変
更も行われて打込作業は完了している)、ロツド
部材5を少し回した状態で引き上げ、係止ピン5
aを張出部7aとは異なる位置で係止具7の下面
に係止させた後、このロツド部材5に引上げ力を
作用させることで、筒状体4を地盤Gから抜くこ
とができるように構成されている。 That is, in order to perform an ejection operation on the plug 6, the ejection rod portion 5B may be inserted into the cylindrical body 4 at a position where the locking pin 5a passes through the protruding portion 7a. When the protruding operation of the plug 6 is completed (as will be described later, at this time, the position of the anchor A has also been changed and the driving work has been completed), turn the rod member 5 slightly and pull it up. Stop pin 5
a is locked to the lower surface of the locking tool 7 at a position different from the overhang 7a, and then a pulling force is applied to the rod member 5, so that the cylindrical body 4 can be pulled out from the ground G. It is composed of
短い方のロツド部(以下、打込用ロツド部と称
する)5Aを筒状体4に押し込んだ状態では、プ
ラグ6は移動せず、このロツド部材5に加えられ
る打込み力は、筒状体4を介してそのスロツト4
aに嵌合保持されたアンカ−Aに伝えられる。ま
た、突出用ロツド部5Bを筒状体4に押し込んだ
状態では、このロツド部材5に打込み力が加えら
れることによつつてプラグ6が突き出され、それ
に伴つて、アンカ−Aは、筒状体4のスロツト4
aから殆ど抜け出し、その一部分のみによつて嵌
合保持されるようになる。 When the shorter rod part (hereinafter referred to as the driving rod part) 5A is pushed into the cylindrical body 4, the plug 6 does not move, and the driving force applied to this rod member 5 is applied to the cylindrical body 4. through that slot 4
The signal is transmitted to the anchor A which is fitted and held by the anchor A. In addition, when the protruding rod portion 5B is pushed into the cylindrical body 4, the plug 6 is protruded by applying a driving force to the rod member 5, and accordingly, the anchor A is pushed into the cylindrical body 4. body 4 slot 4
Most of it comes out of a, and it comes to be fitted and held only by a part of it.
なお、この状態では、プラグ6の大径部6aが
筒状体4の下側口金4Bの段違部分に当接するこ
とで、筒状体4の下方の開口は塞がれるので、土
砂が筒状体4内に入り込むことが防止される。 In this state, the large-diameter portion 6a of the plug 6 comes into contact with the stepped portion of the lower mouthpiece 4B of the cylindrical body 4, and the lower opening of the cylindrical body 4 is closed, so that the earth and sand are trapped inside the tube. Entrance into the shaped body 4 is prevented.
地盤G内へのアンカ−Aの打込みに際しては、
先ず、ロツド部材5の打込用ロツド部5Aを内嵌
した筒状体4のスロツト4aに、2本のタイロツ
ド2a,2bを取り付けたアンカ−Aを嵌合保持
させ、打込地点に位置させる(第11図イ参照)。
次に、ロツド部材5を上下に動かすことにより、
ロツド部材5の錘部5Cから、筒状体4を介し
て、アンカ−Aに打込み力が作用し、アンカ−A
は順次、地盤G内に打ち込まれて行く(第11図
ロ及び第7図参照)。 When driving anchor A into the ground G,
First, the anchor A to which the two tie rods 2a and 2b are attached is fitted and held in the slot 4a of the cylindrical body 4 into which the driving rod portion 5A of the rod member 5 is fitted, and is positioned at the driving point. (See Figure 11a).
Next, by moving the rod member 5 up and down,
A driving force is applied to the anchor A from the weight part 5C of the rod member 5 through the cylindrical body 4, and the anchor A is
are successively driven into the ground G (see Figure 11B and Figure 7).
下側タイロツド2aの上端に形成した輪2aa
がほぼ地盤G表面に達するまでアンカ−Aが打ち
込まれれば、一旦アンカ−Aを打ち込むのやめ、
この下側タイロツド2aの輪2aaの中にパイプ
ないし棒8を押し込む。そして、打込用ロツド部
5Aを抜き出して突出用ロツド部5Bを筒状体4
に押し込み、打ち込み作業を再開する(第11図
ハ参照)。これにより、プラグ6が下方に押し出
され、アンカ−Aに下向きの力が作用する。この
とき、下側タイロツド2aは移動しないから、打
込み力が加えられることでアンカ−Aは、この下
側タイロツド2aが取り付けられた取付部3aを
中心として回動する(第11図ニ及び第8図参
照)。 Ring 2aa formed at the upper end of the lower tie rod 2a
Once anchor A is driven in until it almost reaches the surface of the ground G, stop driving anchor A,
Push the pipe or rod 8 into the ring 2aa of the lower tie rod 2a. Then, the driving rod part 5A is pulled out and the protruding rod part 5B is attached to the cylindrical body 4.
Push it in again and resume driving work (see Figure 11 C). As a result, the plug 6 is pushed downward, and a downward force is applied to the anchor A. At this time, since the lower tie rod 2a does not move, the application of driving force causes the anchor A to rotate around the attachment part 3a to which the lower tie rod 2a is attached (see Figures 11D and 8). (see figure).
そして、上側の取付部3bに取り付けられたタ
イロツド(以下、上側タイロツドと称する)2b
の長さは、回動したアンカ−Aの抵抗板Rが、2
本のタイロツド2a,2bに掛かる引張力の作用
方向にほぼ直交する姿勢になつたときに、その上
端の輪2baが地盤G表面に達するように形成さ
れている。従って、外部からアンカ−Aの姿勢を
確認することができるのである。 A tie rod (hereinafter referred to as the upper tie rod) 2b is attached to the upper attachment part 3b.
The length of the resistance plate R of the rotated anchor A is 2
The ring 2ba at the upper end thereof is formed so as to reach the surface of the ground G when the book tie rod 2a, 2b assumes a posture substantially perpendicular to the direction in which the tensile force is applied. Therefore, the attitude of anchor A can be confirmed from the outside.
この姿勢になつてから、上側タイロツド2bの
輪2baと下側タイロツド2aの輪2aaとに、立
木Tに取り付けたワイヤ9を係止する(第11図
ホ参照)。図面では、一対のアンカ−Aにより立
木Tを地盤Gに緊結した状態を示しているが、こ
の考案によるアンカ−Aは、その他、テントや軽
量鉄骨製の組立式プレハブハウス等の仮設建築物
の緊結用、或いは、山止め壁を支えるア−スアン
カ−用等に用いることが可能である。 After this posture is taken, the wire 9 attached to the tree T is locked to the ring 2ba of the upper tie rod 2b and the ring 2aa of the lower tie rod 2a (see FIG. 11E). The drawing shows a tree T tied to the ground G by a pair of anchors A, but the anchors A of this invention can also be used for temporary buildings such as tents and prefabricated light steel frame houses. It can be used for fastening, or as an earth anchor for supporting a retaining wall.
このアンカ−Aの地盤Gへの打込みは、別の打
込具D2を用いることも可能である。第12図に
示すように、この打込具D2は、鋼管10Aとそ
の両端に溶接した口金10Bと栓10Cとからな
る有底筒状体10、及び、この有底筒状体10に
内嵌されるロツド部材11とから構成されてい
る。有底筒状体10の口金10Bと栓10Cと
は、夫々、炭素鋼[S45CまたはS55C]を熱処理
して形成したものである。 It is also possible to use another driving tool D2 to drive the anchor A into the ground G. As shown in FIG. 12, this driving tool D2 includes a bottomed cylindrical body 10 consisting of a steel pipe 10A, a cap 10B and a stopper 10C welded to both ends of the steel pipe, and an inner part of the bottomed cylindrical body 10. The rod member 11 is fitted into the rod member 11. The cap 10B and plug 10C of the bottomed cylindrical body 10 are each formed by heat treating carbon steel [S45C or S55C].
有底筒状体10の栓10Cの下端縁には、第1
2図,第13図,及び,第15図に示すように、
アンカ−Aの抵抗板Rと推進安定板Sとに夫々嵌
合する3つのスロツト10aが形成されている。 At the lower edge of the stopper 10C of the bottomed cylindrical body 10, a first
As shown in Figure 2, Figure 13, and Figure 15,
Three slots 10a are formed to fit into the resistance plate R and the propulsion stabilizing plate S of the anchor A, respectively.
また、ロツド部材11は有底筒状体10に内嵌
可能な一対のロツド部材11A,11Bと、それ
らの間に位置して有底筒状体10の口金10Bの
端縁に当接する錘部11Cとから構成されてい
る。何れのロツド部10A,10Bも、有底筒状
体10に内嵌されて錘部11Cが有底筒状体10
の口金10Bの端縁に当接する状態で、第12図
ないし第14図に示すように、その先端と有底筒
状体10の栓10Cとの間に隙間が生じる長さに
形成されている。 The rod member 11 includes a pair of rod members 11A and 11B that can be fitted into the bottomed cylindrical body 10, and a weight portion that is located between them and comes into contact with the edge of the base 10B of the bottomed cylindrical body 10. 11C. Both rod portions 10A and 10B are fitted inside the bottomed cylindrical body 10, and the weight portion 11C is attached to the bottomed cylindrical body 10.
The length is such that a gap is created between the tip and the stopper 10C of the bottomed cylindrical body 10, as shown in FIGS. .
2つのロツド部11A,11Bの先端部分に
は、その周面から両側に若干突出する係止ピン1
1a,11bが植設されている。そして、第12
図ないし第14図及び第17図に示すように、有
底筒状体10の口金10Bには、この係止ピン1
1a,11bが通過できる張出部10bを持った
開口10Xが形成されている。 At the tip portions of the two rod portions 11A and 11B, there are locking pins 1 that slightly protrude from the circumferential surface on both sides.
1a and 11b are planted. And the 12th
As shown in FIGS. 14 and 17, this locking pin 1 is attached to the base 10B of the bottomed cylindrical body 10.
An opening 10X having a protrusion 10b through which objects 1a and 11b can pass is formed.
ロツド部材11の何れかのロツド部11A又は
11Bを有底筒状体10に内嵌するには、係止ピ
ン11a又は11bがこの張出部10bを通過す
る位置で、ロツド部11A又は11Bを有底筒状
体10内に挿入すればよい。そして、後述するア
ンカ−Aの姿勢変更も行われて打込作業が完了す
れば、ロツド部材11を少し回した状態で引き上
げ、係止ピン11a又は11bを張出部10bと
は異なる位置で口金10Bの下面に係止させた
後、このロツド部材11に引上げ力を作用させる
ことで、有底筒状体10を地盤Gから抜くことが
できるように構成されている。 To fit the rod portion 11A or 11B of the rod member 11 into the bottomed cylindrical body 10, insert the rod portion 11A or 11B at a position where the locking pin 11a or 11b passes through the protruding portion 10b. What is necessary is just to insert it into the bottomed cylindrical body 10. When the posture of the anchor A, which will be described later, has been changed and the driving work is completed, the rod member 11 is turned slightly and pulled up, and the locking pin 11a or 11b is inserted into the base at a position different from the protrusion 10b. After being locked to the lower surface of the rod member 10B, the bottomed cylindrical body 10 can be pulled out from the ground G by applying a pulling force to the rod member 11.
そして、口金10Bの下面に確実に係止させる
べく、2つの係止ピン11a,11bには、
夫々、ロツド部材11A,11Bの周面から突出
した部分に、偏平な当り面11Sを形成してあ
る。 In order to securely lock onto the bottom surface of the base 10B, two locking pins 11a and 11b are provided.
A flat abutment surface 11S is formed at a portion protruding from the circumferential surface of each of the rod members 11A, 11B.
アンカ−Aの打込作業は、ロツド部材11の何
れかのロツド部11A又は11Bを有底筒状体1
0に内嵌した状態で、このロツド部材11を上下
させたり、ハンマ−等で打撃することで行われる
ようになつている。このロツド部材11に加えら
れる打込み力は、有底筒状体10を介してそのス
ロツト10aに嵌合保持されたアンカ−Aに伝え
られる(第13図及び第15図参照)。 In order to drive the anchor A, either the rod portion 11A or 11B of the rod member 11 is inserted into the bottomed cylindrical body 1.
This is done by moving the rod member 11 up and down or hitting it with a hammer or the like while the rod member 11 is fitted into the hole. The driving force applied to the rod member 11 is transmitted through the bottomed cylindrical body 10 to the anchor A fitted and held in the slot 10a (see FIGS. 13 and 15).
アンカ−Aが地盤G内で所定位置にまで打ち込
まれれば一旦打込作業を停止し、有底筒状体10
を少し引き上げてほぼ半回転させる。この有底筒
状体10の引き上げは、先程説明した何れかの係
止ピン11a又は11bと口金10Bの下面との
係止によつて行われる。そして、それから、下側
タイロツド2aを地盤Gに固定し、再び打込みを
再開する。 Once the anchor A is driven into the ground G to a predetermined position, the driving operation is temporarily stopped, and the bottomed cylindrical body 10 is
Pull up slightly and rotate about half a turn. This lifting of the bottomed cylindrical body 10 is performed by locking one of the locking pins 11a or 11b described above with the lower surface of the base 10B. Then, the lower tie rod 2a is fixed to the ground G and driving is restarted.
この状態では、アンカ−Aはスロツト10aに
よる嵌合保持から開放され、栓10Cの先端のス
ロツト10aが形成されていない部分がアンカ−
Aに当接し、ロツド部材11に加えられ有底筒状
体10を介して伝えられる打込み力によつて、ア
ンカ−Aは回動して姿勢変更がなされるのであ
る。(第14図及び第16図参照)。 In this state, the anchor A is released from the fit and hold by the slot 10a, and the portion of the tip of the plug 10C where the slot 10a is not formed becomes the anchor.
The anchor A is rotated and its posture is changed by the driving force applied to the rod member 11 and transmitted through the bottomed cylindrical body 10. (See Figures 14 and 16).
即ち、この打込具D2を用いれば、ロツド部材
11の何れのロツド部11A又は11Bを有底筒
状体10に内嵌しても、アンカ−Aの打込みと姿
勢変更とを行うことができる。しかも、他方の有
底筒状体10から突出する方のロツド部(11B
又は11A)、アンカ−Aの打込作業時の握り棒
として用いることができる。 That is, by using this driving tool D2 , it is possible to drive the anchor A and change the posture even if either rod portion 11A or 11B of the rod member 11 is fitted into the bottomed cylindrical body 10. can. Moreover, the rod portion (11B) protrudes from the other bottomed cylindrical body 10.
Or 11A), it can be used as a grip bar during anchor A driving work.
また、先の実施例では、牽引具2として一対の
タイロツド2a,2bとして、先端に輪2aa,
2baを有するものを用い、この輪2aa,2baに
緊結用のワイヤ9を係止したものを説明したが、
これに替えて、アンカ−Aの取付部3a,3bに
取り付けられ輪2aa,2baに相当する位置に目
印を設けたワイヤを、直接立木等の被緊結物Tに
括るようにしてもよい。その他、牽引具2として
は、ロ−プやチエ−ン等を用いることが可能であ
る。 In the previous embodiment, the towing tool 2 includes a pair of tie rods 2a and 2b, and a ring 2aa at the tip.
2ba is used, and the tying wire 9 is locked to the rings 2aa and 2ba.
Alternatively, wires attached to the attachment parts 3a, 3b of the anchor A and marked at positions corresponding to the rings 2aa, 2ba may be tied directly to the object T, such as a standing tree. In addition, as the traction device 2, it is possible to use a rope, a chain, or the like.
また、それら牽引具2を取り付けるために、ア
ンカ−Aに取付部3a,3bを設けることに替え
て、リングやシヤツクルを固定しておいてもよ
い。 Further, in order to attach the traction tools 2, instead of providing the attachment parts 3a and 3b on the anchor A, a ring or a shackle may be fixed thereto.
また、先の実施例では、アングル鋼の小片1を
2つ溶接してアンカ−Aを構成するものを説明し
たが、これに替えて、T形鋼を切断して形成した
り、2枚のフラツトバ−を突合わせ溶接して形成
してもよい。また、その長手方向の断面形状も、
T字形に替えて、コの字形や十字形、或いは、H
形であつてもよい。 In addition, in the previous embodiment, the anchor A was constructed by welding two small pieces 1 of angle steel, but instead of this, it may be formed by cutting a T-shaped steel, or by welding two small pieces 1 of angle steel. It may also be formed by butt welding flat bars. Also, its longitudinal cross-sectional shape is
Instead of T-shape, use U-shape, cross-shape, or H-shape.
It may be a shape.
そして、抵抗部R及び推進安定板Sの先端部分
は、先の実施例で説明したように、幅方向に先細
り形状にする構成に替えて、厚さ方向に先細り形
状にするようにしてもよく、さらに、それらを併
用するようにしていてもよい。 The tip portions of the resistance portion R and the propulsion stabilizing plate S may be tapered in the thickness direction instead of being tapered in the width direction as explained in the previous embodiment. , and may also be used in combination.
尚、実用新案登録請求の範囲の項に図面との対
照を便利にする為に番号を記すが、該記入により
本考案は添付図面の構造に限定されるものではな
い。 Note that although numbers are written in the claims section of the utility model registration for convenience of comparison with the drawings, the present invention is not limited to the structure of the attached drawings by such entry.
第1図ないし第17図はこの考案に係るアンカ
−の実施例を示し、第1図は斜視図、第2図は側
面図、第3図は正面図、第4図は平面図、第5図
は地盤内でのアンカ−の作用姿勢を示す側面図、
第6図は打込具の断面図、第7図は打込用ロツド
部とプラグとの位置関係を示す断面図、第8図は
突出用ロツド部とプラグとの位置関係を示す断面
図、第9図は打込具の底面図、第10図は第7図
におけるX−X線断面図、第11図イないしホは
アンカ−の施工工程を示す断面図、第12図は別
の打込具の断面図、第13図はアンカ−の打込時
のアンカ−と打込具の位置関係を示す断面図、第
14図はアンカ−の姿勢変更時のアンカ−と打込
具の位置関係を示す断面図、第15図はアンカ−
の打込時の打込具の底面図、第16図はアンカ−
の姿勢変更時の打込具の底面図、第17図は第1
3図におけるX−X線断面図である。第18
図は従来例を示す断面図である。
2……牽引具、3a,3b……取付部、R……
抵抗板、S……推進安定板、X……打込方向。
1 to 17 show an embodiment of the anchor according to this invention, in which FIG. 1 is a perspective view, FIG. 2 is a side view, FIG. 3 is a front view, FIG. 4 is a plan view, and FIG. The figure is a side view showing the working position of the anchor in the ground.
FIG. 6 is a sectional view of the driving tool, FIG. 7 is a sectional view showing the positional relationship between the driving rod and the plug, and FIG. 8 is a sectional view showing the positional relationship between the protruding rod and the plug. Fig. 9 is a bottom view of the driving tool, Fig. 10 is a sectional view taken along the line X-X in Fig. 7, Fig. 11 A to E are sectional views showing the anchor construction process, and Fig. 12 is another driving tool. A cross-sectional view of the driving tool. Fig. 13 is a cross-sectional view showing the positional relationship between the anchor and the driving tool when driving the anchor. Fig. 14 is a cross-sectional view showing the position of the anchor and the driving tool when changing the posture of the anchor. A sectional view showing the relationship, Figure 15 is an anchor
Figure 16 is a bottom view of the driving tool when driving the anchor.
Figure 17 is a bottom view of the driving tool when changing its posture.
FIG. 3 is a sectional view taken along line X-X in FIG. 3; 18th
The figure is a sectional view showing a conventional example. 2... Traction tool, 3a, 3b... Mounting part, R...
Resistance plate, S... Propulsion stabilizer plate, X... Drive direction.
Claims (1)
とを備え、その推進安定板Sに2本の牽引具2
を固定する2つの取付部3a,3bを打込方向
Xに間隔を隔てて設けてあり、その内、一方の
取付部3aは、打込方向Xの下側で抵抗板Rか
らはなれた位置に設け、他方の取付部3bは、
打込方向Xの上側で抵抗板Rに近い位置に設け
てあるアンカ−。 2 前記抵抗板Rの一端が先細り形状に形成され
ている実用新案登録請求の範囲第1項に記載の
アンカ−。[Claims for Utility Model Registration] 1. Flat resistance plate R and driving stabilizing plate S
and two traction devices 2 on the propulsion stabilizer S.
Two mounting parts 3a and 3b for fixing are provided at intervals in the driving direction and the other mounting portion 3b is
An anchor provided at a position close to the resistance plate R on the upper side in the driving direction X. 2. The anchor according to claim 1, wherein one end of the resistor plate R is formed into a tapered shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1986044091U JPH0354178Y2 (en) | 1986-03-25 | 1986-03-25 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1986044091U JPH0354178Y2 (en) | 1986-03-25 | 1986-03-25 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62159550U JPS62159550U (en) | 1987-10-09 |
JPH0354178Y2 true JPH0354178Y2 (en) | 1991-11-28 |
Family
ID=30861569
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1986044091U Expired JPH0354178Y2 (en) | 1986-03-25 | 1986-03-25 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0354178Y2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4727762U (en) * | 1971-04-17 | 1972-11-29 | ||
JPS51128107A (en) * | 1975-04-30 | 1976-11-08 | Soujirou Nakamura | Driving anchor for work |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5143605Y2 (en) * | 1973-10-31 | 1976-10-22 |
-
1986
- 1986-03-25 JP JP1986044091U patent/JPH0354178Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4727762U (en) * | 1971-04-17 | 1972-11-29 | ||
JPS51128107A (en) * | 1975-04-30 | 1976-11-08 | Soujirou Nakamura | Driving anchor for work |
Also Published As
Publication number | Publication date |
---|---|
JPS62159550U (en) | 1987-10-09 |
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JPS5816406B2 (en) | Structure of stay anchor using auxiliary anchor | |
JPS584022A (en) | Coupling of branch line bar |