JP6446515B1 - Underground anchor - Google Patents

Underground anchor Download PDF

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JP6446515B1
JP6446515B1 JP2017168871A JP2017168871A JP6446515B1 JP 6446515 B1 JP6446515 B1 JP 6446515B1 JP 2017168871 A JP2017168871 A JP 2017168871A JP 2017168871 A JP2017168871 A JP 2017168871A JP 6446515 B1 JP6446515 B1 JP 6446515B1
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central
tube portion
wing
ground
axis
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JP2019044479A (en
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英明 塚原
英明 塚原
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Takigen Manufacturing Co Ltd
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Abstract

【課題】翼の強度が高く、地中への打ち込み抵抗が小く、先端部が損傷、変形しにくい地中アンカーを提供する。
【解決手段】地中アンカー1は、金属製で、中心筒部2、一対の翼部3、軸受部4、垂直翼部5を具備する。中心筒部2は基端側に打ち込み棒を受ける接続管部2cが開放し、尖って閉塞した先端へ向かって徐々に収縮して伸びる。翼部3は、水平面部3c、折曲平面部3d、フラップ部3eを具備する。軸受部4は、中心筒部2の上側面から上方へ起立する。垂直翼部5は、斜面5aを有する概略三角形板状である。中心筒部2は、基端側に、後方に向かって下方へ下がる傾斜端面2eを有すると共に、地中に打ち込むための打ち込み棒を受ける底部2dを持つ接続管部2cを有する。
【選択図】図1
Provided is an underground anchor having high wing strength, low driving resistance into the ground, and hardly damaged or deformed at its tip.
An underground anchor (1) is made of metal and includes a central tube portion (2), a pair of wing portions (3), a bearing portion (4), and a vertical wing portion (5). The central tube portion 2 opens to the proximal end side, and the connecting tube portion 2c that receives the driving rod is opened, and gradually contracts and extends toward the distal end that is sharply closed. The wing part 3 includes a horizontal plane part 3c, a bent plane part 3d, and a flap part 3e. The bearing portion 4 rises upward from the upper side surface of the central tube portion 2. The vertical wing portion 5 has a substantially triangular plate shape having an inclined surface 5a. The center tube portion 2 has, on the base end side, an inclined end surface 2e that descends downward toward the rear, and a connecting tube portion 2c having a bottom portion 2d that receives a driving rod for driving into the ground.
[Selection] Figure 1

Description

本発明は、湖沼の底などの地中に縦長の形で打ち込み、適切な深さに達した時にチェーンなどの牽引部材で引っ張って、水平な横方向の位置に回転させることにより地中に抜け止めする、平板型あるいは翼型の地中アンカーに関し、水面上に設置される設備等を牽引部材を介して係留するアンカーに係るものである。   The present invention is driven into the ground such as the bottom of a lake in a vertically long shape, and when it reaches an appropriate depth, it is pulled by a pulling member such as a chain and rotated to a horizontal lateral position to escape into the ground. The present invention relates to an anchor that anchors a facility or the like installed on a water surface via a traction member, with respect to a flat plate or wing type underground anchor to be stopped.

従来、平板型あるいは翼型のは地中アンカーとして、例えば特許文献1に記載されたものが知られている。この地中アンカーは、打ち込み棒を嵌め込む受け管と、この軸受け管から放射状に拡がる翼と、この翼から前方に突き出した地中推進用の鋭い先導端と、隆起して長手方向に伸び、地中で回転出来るようにシャックルを接続できるリブまたは峰部と、アンカの回転を容易にするために翼の後部にある鋭く尖った終端および軸受け管の後端にある唇状の曲がった拡張部とを持つ。   Conventionally, a flat plate type or an airfoil type has been known as an underground anchor, for example, described in Patent Document 1. This underground anchor has a receiving pipe into which a driving rod is fitted, a wing extending radially from this bearing pipe, a sharp leading end for underground propulsion protruding forward from this wing, and a bulge extending in the longitudinal direction, Ribs or ridges to which shackles can be connected for rotation in the ground, sharp pointed ends at the rear of the wing and lip-shaped bent extensions at the rear end of the bearing tube to facilitate anchor rotation And have.

特公平7−57949号公報Japanese Patent Publication No. 7-57949

上記従来の地中アンカーは、翼が平板状で、地中での回転抵抗による負荷で変形しやすいし、先端が先鋭でなく、地中への打ち込み時の抵抗が大きく、また使用により損傷、変形しやすいという問題点がある。
したがって、本発明は、翼の強度が高く、また地中への打ち込み抵抗が小く、先端部が損傷、変形しにくい地中アンカーを提供することを課題としている。
The above-mentioned conventional underground anchor has a flat wing, is easily deformed by a load due to rotational resistance in the ground, has a sharp tip, has a large resistance when driven into the ground, and is damaged by use. There is a problem that it is easily deformed.
Accordingly, an object of the present invention is to provide an underground anchor having high wing strength, low driving resistance into the ground, and a tip portion that is difficult to be damaged or deformed.

以下、添付図面の符号を参照して説明するが、本発明はこれに限定されるものではない。
上記課題を解決するための、本発明の地中アンカー1は、全体が金属で構成され、中心筒部2と、一対の翼部3と、軸受部4と、垂直翼部5とを具備する。中心筒部2は、後方の基端側が開放し、前方の先端へ向かって徐々に直径が収縮するようにまっすぐに伸び、先端が尖って閉塞している。一対の翼部3は、中心筒部2の相対向する両横側面から放射状に半径方向へ延びる。軸受部4は、中心筒部2における翼部3から90°離れた上側面から放射状に上方へ起立する。垂直翼部5は、軸受部4の上端に連続して前方に向かって中心筒部2の先端部上面まで傾斜して下降する斜面5aを有する概略三角形板状である。中心筒部2は、基端側に、後方に向かって下方へ下がる傾斜端面2eを有すると共に、地中に打ち込むための打ち込み棒を受ける底部2dを持つ接続管部2cを有する。翼部3の外側縁は、中心筒部2の軸線と平行に延びる平行側縁部3aと、この平行側縁3aの前方端に連続して前方に向かって集束するように直線状に伸びる傾斜側縁部3bとを具備する。軸受部4は、牽引部材12の一端を回転自在に接続するための、中心筒部2の軸線直交方向の引止ピン13を支承可能に構成される。翼部3は、中心筒部2の放射方向に延びる水平面部3cと、折曲平面部3dと、フラップ部3eとを具備する。折曲平面部3dは、水平面部3cにおける中心筒部2から所定距離離れた位置において中心筒部2の軸線に沿う折目3fに沿って上方へ折れ曲がって延びる。フラップ部3eは、水平面部3cの後端に連続し、中心筒部2の軸線直交方向の折り目3gに沿って中心筒部2の傾斜端面2eと平行に折れ曲がって延びる。
Hereinafter, the present invention will be described with reference to the accompanying drawings, but the present invention is not limited thereto.
An underground anchor 1 according to the present invention for solving the above-described problems is composed entirely of metal, and includes a central tube portion 2, a pair of wing portions 3, a bearing portion 4, and a vertical wing portion 5. . The center tube portion 2 is open at the rear base end, extends straight so that the diameter gradually contracts toward the front tip, and is closed with a sharp tip. The pair of wing parts 3 extend radially from both lateral side surfaces of the central cylinder part 2 facing each other in the radial direction. The bearing portion 4 rises radially upward from the upper side surface of the central cylindrical portion 2 that is 90 ° away from the wing portion 3. The vertical wing portion 5 has a substantially triangular plate shape having a slope 5 a that is continuous with the upper end of the bearing portion 4 and slopes downward toward the top surface of the front end portion of the central tube portion 2. The center tube portion 2 has, on the base end side, an inclined end surface 2e that descends downward toward the rear, and a connecting tube portion 2c having a bottom portion 2d that receives a driving rod for driving into the ground. The outer edge of the wing part 3 has a parallel side edge part 3a extending parallel to the axis of the central cylinder part 2, and a slope extending linearly so as to converge toward the front continuously from the front end of the parallel side edge 3a. Side edge 3b. The bearing portion 4 is configured to be able to support a retaining pin 13 in the direction orthogonal to the axis of the central cylindrical portion 2 for connecting one end of the traction member 12 in a freely rotatable manner. The wing part 3 includes a horizontal plane part 3c extending in the radial direction of the central cylinder part 2, a bent plane part 3d, and a flap part 3e. The bending plane part 3d is bent upward and extends along a crease 3f along the axis of the central cylinder part 2 at a predetermined distance from the central cylinder part 2 in the horizontal plane part 3c. The flap portion 3e is continuous with the rear end of the horizontal plane portion 3c, and bends and extends in parallel with the inclined end surface 2e of the center tube portion 2 along the fold 3g in the direction perpendicular to the axis of the center tube portion 2.

本発明の地中アンカー1は、翼部3が折目3fで屈折した形状であるため、地中での回転抵抗による負荷で翼部が容易に変形することがなく、また基端側が開放し、先端へ向かって直径が収縮するようにまっすぐに伸び、先端が尖って閉塞した中心筒部2を具備するため、地中への打ち込み時の抵抗が小く、先端部が損傷、変形しにくいという効果を有する。   The underground anchor 1 according to the present invention has a shape in which the wing portion 3 is refracted at the fold 3f, so that the wing portion is not easily deformed by a load caused by a rotational resistance in the ground, and the proximal end side is opened. Since it has the central cylindrical portion 2 that extends straight so that the diameter contracts toward the tip, and the tip is pointed and closed, the resistance at the time of driving into the ground is small, and the tip is not easily damaged or deformed. It has the effect.

本発明に係る地中アンカーの斜視図である。It is a perspective view of the underground anchor which concerns on this invention. 図1の地中アンカーの正面図である。It is a front view of the underground anchor of FIG. 図1の地中アンカーの平面図である。It is a top view of the underground anchor of FIG. 図2におけるIV−IV断面図である。It is IV-IV sectional drawing in FIG. 図3におけるV−V断面図である。It is VV sectional drawing in FIG. 図1の地中アンカーの使用説明図である。It is use explanatory drawing of the underground anchor of FIG.

図面を参照して本発明の実施の形態を説明する。
地中アンカー1は、全体がステンレス鋼等の金属で構成され、中心筒部2と、一対の翼部3と、軸受部4と、垂直翼部5とを具備する。
Embodiments of the present invention will be described with reference to the drawings.
The underground anchor 1 is entirely made of a metal such as stainless steel, and includes a center tube portion 2, a pair of wing portions 3, a bearing portion 4, and a vertical wing portion 5.

中心筒部2は、後方の基端側が開放し、前方の先端へ向かって徐々に直径が収縮するようにまっすぐに伸び、先端が尖って閉塞している。中心筒部2は、ステンレス鋼管材を絞り加工してなる本体2aの先端部に矢先部材2bを溶着してなる。本体2aの基端側は、アンカー1を地中に打ち込むための打ち込み棒11を受ける接続管部2cとなっている。本体2aの中間部には、水平に貫通するピン2dが溶着され、これが接続管部2cの底を形成している。本体2aの基端側は、後方に向かって下方へ下がる傾斜端面2eとなっている。   The center tube portion 2 is open at the rear base end, extends straight so that the diameter gradually contracts toward the front tip, and is closed with a sharp tip. The center tube portion 2 is formed by welding an arrow tip member 2b to a tip portion of a main body 2a formed by drawing a stainless steel pipe material. The base end side of the main body 2a is a connecting pipe portion 2c that receives a driving rod 11 for driving the anchor 1 into the ground. A pin 2d penetrating horizontally is welded to an intermediate portion of the main body 2a, and this forms the bottom of the connecting pipe portion 2c. The base end side of the main body 2a is an inclined end surface 2e that descends downward toward the rear.

一対の翼部3は、中心筒部2の相対向する両横側面から放射状に半径方向へ延びる。翼部3の外側縁は、中心筒部2の軸線と平行に延びる平行側縁3aと、この平行側縁3aの前方端に連続して前方に向かって集束するように直線状に伸びる傾斜側縁部3bとを具備する。また、翼部3は、中心筒部2の放射方向に延びる水平面部3cと、折曲平面部3dと、フラップ部3eとを具備する。折曲平面部3dは、水平面部3cにおける中心筒部2から所定距離離れた位置において中心筒部2の軸線に沿う折目3fに沿って上方へ折れ曲がって延びる。フラップ部3eは、水平面部3cの後端に連続し、中心筒部の軸線直交方向の折り目3gに沿って中心筒部の傾斜端面2eと平行に折れ曲がって後方へ延びる。   The pair of wing parts 3 extend radially from both lateral side surfaces of the central cylinder part 2 facing each other in the radial direction. The outer edge of the wing part 3 has a parallel side edge 3a extending parallel to the axis of the central tube part 2, and an inclined side extending linearly so as to converge toward the front continuously from the front end of the parallel side edge 3a. And an edge 3b. The wing part 3 includes a horizontal plane part 3c extending in the radial direction of the central cylinder part 2, a bent plane part 3d, and a flap part 3e. The bending plane part 3d is bent upward and extends along a crease 3f along the axis of the central cylinder part 2 at a predetermined distance from the central cylinder part 2 in the horizontal plane part 3c. The flap portion 3e continues to the rear end of the horizontal plane portion 3c, bends in parallel with the inclined end surface 2e of the central cylinder portion along the fold line 3g in the direction perpendicular to the axis of the central cylinder portion, and extends rearward.

軸受部4は、中心筒部2における翼部から概略90°離れた上側面から横方向に並んで上方へ起立する平行一対のブラケット片4aからなる。ブラケット片4aは、横方向対向位置に軸受孔4bを具備し、前方が互いに接近するように屈折し、垂直翼部5に連続している。軸受孔4bには、チェーン等で構成される牽引部材12の一端を回転自在に接続するための引止ピン13が挿通固定される。   The bearing portion 4 is composed of a pair of parallel bracket pieces 4a that stand upward in a lateral direction from an upper side surface of the central cylindrical portion 2 that is approximately 90 ° away from the wing portion. The bracket piece 4 a has a bearing hole 4 b at a laterally opposed position, refracts so that the front approaches each other, and continues to the vertical wing part 5. A retaining pin 13 for rotatably connecting one end of the pulling member 12 formed of a chain or the like is inserted into and fixed to the bearing hole 4b.

垂直翼部5は、概略直角三角形板状で、後端側の対辺において軸受部4の前端に連続し、中心筒部2の上面をそれの軸線方向前方に延びており、傾斜して下降する斜面5aを有する。   The vertical wing portion 5 has a substantially right triangular plate shape, is continuous with the front end of the bearing portion 4 on the opposite side on the rear end side, extends on the upper surface of the central tube portion 2 in the axial direction thereof, and descends in an inclined manner. It has a slope 5a.

地中アンカー1は、図6Aないし図6Eに示すように、水底地中に設置して用いる。図6Aに示すように、軸受部4にピン13を介して牽引部材12を接続すると共に、接続管部2cに打ち込み棒11の先端部を挿入してアンカー1の垂直に立て、図示しない削岩機等により打ち込み棒11に衝撃を与え、図6Bに示すように、アンカー1を水底Gの地中に打ち込む。中心筒部2の円錐筒状の先端部は、堅牢で、地中進行中に変形することはなく、先端部の外周側に土砂を排除しながら、アンカー1は、地中へ円滑に打ち込まれる。アンカー1が所定深さに到達したら、図6Cに示すように、打ち込み棒11を外し、図6Dに示すように、牽引部材12を引き上げる。アンカー1が、牽引部材12による引き上げ力を受けると、中心筒部2の傾斜端面2e及びフラップ部3eの先導により、上後方へ移動しながら、ピン13を中心に先端側が上昇するように回転し、図6Eに示すように、ほぼ水平状態に到達する。アンカー1が、地中でほぼ水平状態なると、牽引部材12による引き上げ力に対する抵抗が急激に増大し、地中に固定される。その後、牽引部材12は、係留すべき構造物に接続される。折目35で屈折している翼部3は、強度が高く、アンカー1の引き上げ時の負荷や、固定中の上方への引き上げ力により容易に変形することがない。   As shown in FIGS. 6A to 6E, the underground anchor 1 is installed and used in the bottom of the water. As shown in FIG. 6A, the pulling member 12 is connected to the bearing portion 4 via the pin 13, and the tip of the driving rod 11 is inserted into the connecting pipe portion 2c so as to stand vertically to the anchor 1, and a rock drill (not shown) An impact is applied to the driving rod 11 by a machine or the like, and the anchor 1 is driven into the ground of the bottom G as shown in FIG. 6B. The tip of the conical cylinder of the central tube 2 is robust and does not deform while traveling in the ground, and the anchor 1 is driven smoothly into the ground while removing the earth and sand from the outer periphery of the tip. . When the anchor 1 reaches a predetermined depth, the driving rod 11 is removed as shown in FIG. 6C, and the pulling member 12 is pulled up as shown in FIG. 6D. When the anchor 1 receives a pulling force by the pulling member 12, the tip 1 is rotated around the pin 13 while moving upward and rearward by the leading end of the inclined end surface 2e of the central cylindrical portion 2 and the flap portion 3e. As shown in FIG. 6E, a substantially horizontal state is reached. When the anchor 1 becomes almost horizontal in the ground, the resistance to the pulling force by the pulling member 12 increases rapidly and is fixed in the ground. Thereafter, the traction member 12 is connected to the structure to be moored. The wing part 3 refracted at the fold 35 is high in strength and is not easily deformed by a load when the anchor 1 is pulled up or an upward pulling force during fixing.

1 アンカー
2 中心筒部
2a 本体
2b 矢先部材
2c 接続管部
2d ピン(底部)
2e 傾斜端面
3 翼部
3a 平行側縁
3b 傾斜側縁
3c 水平面部
3d 折曲面部
3e フラップ部
3f 折目
3g 折目
4 軸受部
4a ブラケット片
4b 軸受孔
5 垂直翼部
5a 斜面
11 打ち込み棒
12 牽引部材
13 ピン
DESCRIPTION OF SYMBOLS 1 Anchor 2 Center cylinder part 2a Main body 2b Arrow tip member 2c Connection pipe part 2d Pin (bottom part)
2e Inclined end face 3 Wing 3a Parallel side edge 3b Inclined side edge 3c Horizontal plane part 3d Folded curved surface part 3e Flap part 3f Fold 3g Fold 4 Bearing part 4a Bracket piece 4b Bearing hole 5 Vertical wing part 5a Slope 11 Driving rod 12 Towing Member 13 pin

Claims (1)

打ち込み棒により先端側から地中に打ち込まれ、牽引部材により地中において概略水平に引き起こされて地中に係留されるアンカーであって、
全体が金属で構成され、開放する後方の基端側から閉塞して尖った前方の先端へ向かって徐々に直径が収縮するようにまっすぐに伸びる中心筒部と、この中心筒部の相対向する両横側面から放射状に半径方向へ延びる一対の翼部と、前記中心筒部における前記一対の翼部から概略90°離れた上側面から上方へ起立する軸受部と、この軸受部の上端に連続して前方に向かって前記中心筒部の先端部上面まで傾斜して下降する斜面を有する概略三角形板状の垂直翼部とを具備し、
前記中心筒部は、基端側に、後方に向かって下方へ下がる傾斜端面と、地中に打ち込むための前記打ち込み棒を受ける底部を持つ接続管部とを具備し、
前記翼部の外側縁は、前記中心筒部の軸線と平行に延びる平行側縁部と、この平行側縁の前方端に連続して前方に向かい前記中心筒部の尖った先端から軸線方向に間隔をおいた位置の側面に向かって集束するように直線状に伸びる傾斜側縁部とを具備し、
前記軸受部は、前記牽引部材の一端を回転自在に接続するための、前記中心筒部の軸線直交方向の引止ピンを支承可能に構成され、
前記翼部は、前記中心筒部の放射方向に延びる水平面部と、この水平面部の前記中心筒部から所定距離離れた位置において当該中心筒部の軸線に沿う折目に沿って上方へ折れ曲がって延びる折曲平面部と、前記水平面部の後端に連続すると共に、前記中心筒部の側面に結合したまま、中心筒部の軸線直交方向の折り目に沿って前記中心筒部の傾斜端面と平行に折れ曲がって延びるフラップ部とを具備することを特徴とする地中アンカー。
An anchor that is driven into the ground from the tip side by a driving rod and is moored substantially horizontally in the ground by a traction member and moored in the ground,
The center tube portion, which is entirely made of metal, closes from the open proximal end side and extends straight so that the diameter gradually contracts toward the pointed front tip, and the center tube portion faces each other. A pair of wings extending radially from both lateral side surfaces, a bearing portion standing upward from an upper side surface of the central cylindrical portion that is approximately 90 ° away from the pair of wing portions, and a top end of the bearing portion. A generally triangular plate-shaped vertical wing having an inclined surface that is inclined downward toward the top surface of the front end of the central tube portion toward the front,
The central cylindrical portion includes, on the base end side, an inclined end surface that is lowered downward toward the rear, and a connecting pipe portion having a bottom portion that receives the driving rod for driving into the ground,
Outer edge of the wings, parallel side edges extending parallel to the axis of the central tubular portion, the axis of the pointed tip of the central tubular portion has unsuitable forward continuously the forward end of the parallel side edges comprising an inclined side edge portion extending linearly to focus I suited to the side of spaced locations in the direction,
The bearing portion is configured to be capable of supporting a retaining pin in a direction orthogonal to the axis of the central cylinder portion for rotatably connecting one end of the traction member,
The wing portion is bent upward along a fold along the axis of the central cylinder portion at a position a predetermined distance away from the central cylinder portion of the horizontal plane portion and a horizontal plane portion extending in the radial direction of the central cylinder portion. A bent flat surface portion that extends and continues to the rear end of the horizontal surface portion, and is parallel to the inclined end surface of the central tube portion along the fold line in the direction perpendicular to the axis of the central tube portion while being coupled to the side surface of the central tube portion. An underground anchor comprising a flap portion that bends and extends.
JP2017168871A 2017-09-01 2017-09-01 Underground anchor Active JP6446515B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635421A (en) * 2022-03-25 2022-06-17 中国建筑土木建设有限公司 Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102187626B1 (en) * 2019-07-02 2020-12-07 주식회사 예성오션테크 Drilling apparatus

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS494722B1 (en) * 1970-10-06 1974-02-02
JPH09507538A (en) * 1993-11-03 1997-07-29 プラティパス アンカーズ リミテッド Ground anchor improvements
US20080193224A1 (en) * 2007-02-13 2008-08-14 Electronics Research, Inc. Guy anchor equalizer plate with ultrasound port

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS494722B1 (en) * 1970-10-06 1974-02-02
JPH09507538A (en) * 1993-11-03 1997-07-29 プラティパス アンカーズ リミテッド Ground anchor improvements
US20080193224A1 (en) * 2007-02-13 2008-08-14 Electronics Research, Inc. Guy anchor equalizer plate with ultrasound port

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635421A (en) * 2022-03-25 2022-06-17 中国建筑土木建设有限公司 Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof

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