JPH1181307A - Spiral anchor made of flat bar and the same provided with mooring and whirl-stopping member - Google Patents
Spiral anchor made of flat bar and the same provided with mooring and whirl-stopping memberInfo
- Publication number
- JPH1181307A JPH1181307A JP26517997A JP26517997A JPH1181307A JP H1181307 A JPH1181307 A JP H1181307A JP 26517997 A JP26517997 A JP 26517997A JP 26517997 A JP26517997 A JP 26517997A JP H1181307 A JPH1181307 A JP H1181307A
- Authority
- JP
- Japan
- Prior art keywords
- mooring
- anchor
- strip
- spiral
- stopping member
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、法面に構築した落
石防止ネツトや各種のテント等において、これらのロー
プや金網の線材等のアンカーに好適な帯板製スパイラル
アンカー及び係留兼回転止部材付き帯板製スパイラルア
ンカーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spiral anchor made of a strip and a mooring / rotation stopping member suitable for anchors such as ropes and wire rods of a rock fall prevention net or various tents constructed on a slope. The present invention relates to a spiral anchor made of an attached strip.
【0002】[0002]
【従来の技術】従来、前記のような落石防止ネツトの構
築や各種のテント等の張設において、これらのロープや
金網の線材等を地面にアンカーする際には、横断円形の
鋼棒の上端部を大径に形成したり又はリングを設けてロ
ープ等のアンカー頭部とし、地面に打ち込みアンカー頭
部にロープや金網の線材等を適宜の手段で係留する打ち
込みアンカーが一般的になつている。また、必要に応じ
前記の鋼棒の周面に螺旋状溝を設けて土壌との摩擦力を
高めて、ロープ等から受ける引抜負荷に対応した引張抵
抗力、即ちアンカー性能を高めた構造の打ち込みアンカ
ーも使用されている。さらに、出願人等は、横断正多角
形状の鋼棒を捩つて周面に多数のスパイラル溝面を形成
してアンカー性能を高めた構造の打ち込みアンカーを開
発して提案している。2. Description of the Related Art Conventionally, in the construction of rock fall prevention nets and the stretching of various tents as described above, when anchoring these ropes or wire rods of wire netting to the ground, the upper end of a circular cross-section steel rod is used. There is generally a driving anchor in which a portion is formed to have a large diameter or a ring is provided to form an anchor head such as a rope, and the driving head is driven into the ground and the rope or wire mesh wire is moored to the anchor head by appropriate means. . Further, if necessary, a spiral groove is provided on the peripheral surface of the steel rod to increase the frictional force with the soil, and a pulling resistance corresponding to a pulling load received from a rope or the like, that is, a structure in which the anchor performance is enhanced. Anchors are also used. Further, the applicants have developed and proposed a driving anchor having a structure in which a steel rod having a transverse polygonal shape is twisted to form a large number of spiral groove surfaces on a peripheral surface to enhance anchor performance.
【0003】[0003]
【発明が解決しようとする課題】従来の打ち込みアンカ
ーは、前記のように比較的に周面積が小さい横断円形や
横断正多角形状の鋼棒製になつているため、基本的に土
壌との摩擦力つまり引張抵抗力に限界がある。また、周
面に螺旋状溝を設けたり又は横断正多角形状にして多く
のスパイラル溝面を形成しても周面積の増加に限界があ
るとともに、打ち込みに際し打設部の周囲土壌が乱され
て摩擦力が低下し、引張抵抗力を効果的に増加すること
ができないなどの課題がある。As described above, the conventional driving anchor is made of a steel rod having a relatively small cross-sectional area and a circular cross section or a regular polygonal cross section. There is a limit to the force, that is, the tensile resistance. Also, even if spiral grooves are provided on the peripheral surface or a number of spiral groove surfaces are formed in a transverse regular polygonal shape, there is a limit to increase in the peripheral area, and soil around the driving portion is disturbed at the time of driving. There is a problem that the frictional force is reduced and the tensile resistance cannot be effectively increased.
【0004】本発明は、前記のような課題を解決するた
めに開発されたものであつて、その目的とする処は、帯
板材(横断矩形状)を捩つて広幅の両スパイラル溝面を
形成し、この横断矩形状のアスペクト比及び捩じりピッ
チを特定し、さらには係留兼回転止部材を組み合わせ
て、捩じ込み打設を容易とし引張抵抗力を効果的に高め
るなど、施工性とともにアンカー性能、信頼性を向上し
た帯板製スパイラルアンカー及び係留兼回転止部材付き
帯板製スパイラルアンカーを提供するにある。SUMMARY OF THE INVENTION The present invention has been developed to solve the above-mentioned problems. The object of the present invention is to form a wide spiral groove surface by twisting a strip material (rectangular cross section). In addition to specifying the aspect ratio and twist pitch of this transverse rectangular shape, and further combining the mooring and rotation stopping member, it facilitates screwing and driving and effectively enhances the tensile resistance, along with workability. An object of the present invention is to provide a strip-shaped spiral anchor with improved anchor performance and reliability and a strip-shaped spiral anchor with a mooring and rotation-stopping member.
【0005】[0005]
【課題を解決するための手段】本発明は、帯板材の上部
をロープ等の係留手段付きアンカー頭部とし、アンカー
頭部の下側を捩つて帯板材の両側面を広幅のスパイラル
溝面に形成するとともに、スパイラル溝部の下部を尖っ
た捩じ込み端部に構成した帯板製スパイラルアンカーに
特徴を有し、帯板材(横断矩形状)製とし周面積を大幅
に増加し、帯板材を捩つて広幅の両スパイラル溝面を形
成して土壌との摩擦、係支力を増加し、スパイラル溝部
の下部を尖った捩じ込み端部にして捩じ込み打設を容易
とし、総合的に打設部の土壌を格別に乱さないで容易に
捩じ込み打設され、アンカー周面積の大幅な増加及び土
壌との摩擦、係支力の増加によつて引抜抵抗力を効果的
に増大するなど、施工性とともにアンカー性能、信頼性
を高めている。According to the present invention, an upper portion of a strip is used as an anchor head having mooring means such as a rope, and both sides of the strip are formed into a wide spiral groove surface by twisting a lower side of the anchor head. In addition to forming the spiral groove, the lower part of the spiral groove is formed into a sharp screw-in end, which is characterized by a strip-shaped spiral anchor. Twisted to form both wide spiral groove surfaces to increase friction and engagement force with the soil, and to make the lower part of the spiral groove a sharp screwed end for easy screwing and installation. It can be easily screwed in without disturbing the soil at the casting site, and the pull-out resistance can be effectively increased due to a significant increase in the anchor area and friction with the soil and an increase in the engaging force. This improves anchor performance and reliability as well as workability.
【0006】また、前記の帯板製スパイラルアンカーに
おいて、帯板材の横断矩形状の幅wと厚さdとのアスペ
クト比w/dを2≦w/d≦10とし、帯板材の捩じり
ピッチPを7〜20cmに構成したことに特徴を有し、
この帯板材のアスペクト比及び帯板材の捩じりピッチ
は、地面の土壌硬柔等に対応させてアンカー耐力を適度
に確保し、アンカー周面積及び土壌との摩擦、係支力を
効果的に増加して、捩じ込み打設をさらに円滑に遂行可
能にするとともに、打設部の周囲土壌の乱れを効果的に
防止して引抜抵抗力をさらに増大されるなど、施工性や
アンカー性能、信頼性をさらに高めている。In the above-mentioned spiral anchor made of a strip, the aspect ratio w / d of the width w and the thickness d of the transverse rectangular shape of the strip is set to 2 ≦ w / d ≦ 10, and the twist of the strip is twisted. It is characterized in that the pitch P is configured to be 7 to 20 cm,
The aspect ratio of the strip and the twist pitch of the strip ensure the anchor strength is appropriate in accordance with the soil hardness of the ground, etc., and effectively reduce the anchor circumference and friction with the soil and the supporting force. In addition to making it possible to perform screwing and driving more smoothly and effectively preventing turbulence of the soil around the driving part and further increasing the pullout resistance, workability and anchor performance, Reliability is further improved.
【0007】さらに、前記の帯板製スパイラルアンカー
において、前記の係留手段に代えてロツド装着孔を設け
たアンカー頭部とし、アンカー頭部の横断矩形状に対応
した嵌挿孔付き上板部、及び上板部の少なくとも一端部
に垂設した打ち込み脚部を備えた係留兼回転止部材と、
ロツド装着孔に装着する係留兼回転止部材の抜止ロツド
とを組み合わせた係留兼回転止部材付き帯板製スパイラ
ルアンカーに特徴を有し、アンカーの施工性とともにア
ンカー性能、信頼性を前記のように高めるとともに、さ
らに、アンカー打設後に係留兼回転止部材の打ち込み脚
部を地面に打ち込みロープ等を係留して、この嵌挿孔を
アンカー頭部に嵌挿して抜止ロツドをロツド装着孔に装
着すると、ロープ等から引抜荷重を受けた際に、係留兼
回転止部材によりアンカーの回転が阻止されて引抜抵抗
力がさらに増加されるなど、アンカー性能、信頼性がさ
らに高めている。Further, in the above-mentioned spiral anchor made of a strip, an anchor head provided with a rod mounting hole in place of the anchoring means, and an upper plate portion having a fitting insertion hole corresponding to a transverse rectangular shape of the anchor head, And a mooring / rotation stop member having a driving leg vertically suspended from at least one end of the upper plate portion,
It has a feature in a spiral anchor made of a strip with a mooring and rotation stopping member combined with a retaining rod for a mooring and rotation stopping member to be mounted in a rod mounting hole, and as described above, the anchor performance and reliability as well as the workability of the anchor After raising the anchor, further, after the anchor is placed, the driving leg of the mooring and rotation stopping member is driven into the ground, and a rope or the like is moored. In addition, when a pulling load is applied from a rope or the like, the anchor performance and reliability are further improved, for example, the rotation of the anchor is prevented by the mooring / rotation stopping member and the pullout resistance is further increased.
【0008】前記の帯板製スパイラルアンカーにおい
て、前記の係留手段に代えて抜止突部を設けたアンカー
頭部とし、スパイラル溝部の横断矩形状に対応したガイ
ド孔付き上板部、及び上板部の少なくとも一端部に垂設
した打ち込み脚部を備えた係留兼回転止部材を組み合わ
せた係留兼回転止部材付き帯板製スパイラルアンカーに
特徴を有し、係留兼回転止部材のガイド孔をアンカーの
スパイラル溝部に嵌装して、係留兼回転止部材の打ち込
み脚部を地面に打ち込み、アンカー頭部を打ち込むと、
ガイド孔によるスパイラル溝部のガイドによりアンカー
に適度の回転力が付与されて、捩じ込み打設がさらに円
滑に遂行されて容易となりロープ等が係留されるととも
に、ロープ等から引抜荷重を受けた際に、係留兼回転止
部材によりアンカーの回転が阻止されて引抜抵抗力がさ
らに増加されるなど、施工性とともにアンカー性能、信
頼性がさらに高められている。In the above-mentioned strip plate spiral anchor, an anchor head provided with a retaining projection instead of the anchoring means, an upper plate portion with a guide hole corresponding to a rectangular cross section of the spiral groove, and an upper plate portion It has a feature in a spiral anchor made of a strip with a mooring / rotation stopping member which is combined with a mooring / rotation stopping member having a driving leg portion vertically provided at at least one end portion, and a guide hole of the mooring / rotation stopping member is provided in the anchor. When fitted into the spiral groove, the driving leg of the mooring and rotation stop member is driven into the ground, and the anchor head is driven,
When a proper rotational force is applied to the anchor by the guide of the spiral groove by the guide hole, screwing and placing is more smoothly performed and facilitated, and the rope is moored, and when a pulling load is received from the rope, etc. In addition, the anchor performance and reliability are further improved as well as the workability, such as the rotation of the anchor is prevented by the mooring / rotation stopping member and the pull-out resistance is further increased.
【0009】[0009]
【発明の実施の形態】図1に帯板製スパイラルアンカー
の第1実施例、図2ないし図5に係留兼回転止部材付き
帯板製スパイラルアンカーの第1実施例に適用する係留
兼回転止部材の各具体例、図6Aに第1実施例の帯板製
スパイラルアンカーの一打設例、図6B,Cに第1実施
例の係留兼回転止部材付き帯板製スパイラルアンカーの
各打設例、図7に帯板製スパイラルアンカーの第2実施
例、図8に係留兼回転止部材付き帯板製スパイラルアン
カーの第2実施例に適用する係留兼回転止部材の各具体
例、図9に第2実施例の係留兼回転止部材付き帯板製ス
パイラルアンカーの各打設例を示している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a first embodiment of a strip-plate spiral anchor, and FIGS. 2 to 5 show a first embodiment of a strip-plate spiral anchor with a mooring and rotation-stopping member. 6A shows a specific example of the members, FIG. 6A shows one example of the installation of the strip-plate spiral anchor of the first embodiment, and FIGS. 6B and 6C show each example of the installation of the strip-plate spiral anchor with the mooring and rotation stopping member of the first embodiment. FIG. 7 shows a second embodiment of the strip-shaped spiral anchor, FIG. 8 shows specific examples of the mooring and rotation-stopping member applied to the second embodiment of the strip-shaped spiral anchor with mooring and rotation-stopping member, and FIG. The example of each installation of the strip-shaped spiral anchor with a mooring and rotation stopping member of the second embodiment is shown.
【0010】図中1は本発明の各帯板製スパイラルアン
カーの帯板材、1aはさのアンカー頭部、1b(1b,
1b)はスパイラル溝面又はスパイラル溝部、1cはス
パイラル溝部の下側に設けた尖つた捩じ込み端部、2は
アンカー頭部に設けた係留手段、2aは係留手段の一例
を示す係留孔又はロツド装着孔、12はアンカー首部に
設けた係止突部、5(5a〜5e)は第1実施例の係留
兼回転止部材付き帯板製スパイラルアンカーに適用する
係留兼回転止部材の各具体例、15(15a〜15c)
は第2実施例の係留兼回転止部材付き帯板製スパイラル
アンカーに適用する係留兼回転止部材の各具体例、6a
〜6cは係留兼回転止部材の上板部(又は変形例)、7
a〜7cは係留兼回転止部材の打ち込み脚部、8は帯板
材の嵌挿孔、18はスパイラル溝部のガイド孔、9は打
ち込み脚部に並設した第2脚部、10は抜止ロツド、2
0は捩じ込み工具、a,b,cは係留したロープ等(又
は金網の線材等)、dは帯板材の厚さ、wはその幅、p
は捩じりピッチである。In the drawing, reference numeral 1 denotes a strip plate material of a spiral anchor made of each strip of the present invention, 1a denotes a head of a sheath anchor, and 1b (1b, 1b).
1b) is a spiral groove surface or a spiral groove, 1c is a sharp screwed end provided below the spiral groove, 2 is a mooring means provided on the anchor head, 2a is a mooring hole or an example of a mooring means. A rod mounting hole, 12 is a locking projection provided on the anchor neck, and 5 (5a to 5e) are specific examples of the mooring and rotation stopping member applied to the strip-shaped spiral anchor with the mooring and rotation stopping member of the first embodiment. Example, 15 (15a to 15c)
Is a specific example of the mooring and rotation stopping member applied to the strip-shaped spiral anchor with the mooring and rotation stopping member of the second embodiment, 6a
6c is an upper plate portion (or a modified example) of the mooring and rotation stopping member, 7
Reference numerals a to 7c denote a driving leg of the mooring / rotation stopping member, 8 denotes a fitting hole of the strip material, 18 denotes a guide hole of the spiral groove, 9 denotes a second leg provided side by side with the driving leg, and 10 denotes a retaining rod. 2
0 is a screw-in tool, a, b, and c are moored ropes (or wire mesh wires), d is the thickness of the strip, w is its width, p
Is the twist pitch.
【0011】図1に示す実施例は、帯板材1の上部をロ
ープ等の係留手段2付きアンカー頭部1aとし、アンカ
ー頭部の下側を捩つて帯板材の両側面を広幅のスパイラ
ル溝面1b,1bに形成するとともに、そのスパイラル
溝部1b,1bの下部を尖った捩じ込み端部1cに構成
したことを特徴とする帯板製スパイラルアンカーになつ
ている。In the embodiment shown in FIG. 1, an upper portion of a strip 1 is an anchor head 1a having mooring means 2 such as a rope, and the lower side of the anchor head is twisted so that both side faces of the strip are wide spiral groove surfaces. 1b, 1b, and the lower part of the spiral groove 1b, 1b is formed as a sharp screwed end 1c, thereby forming a strip plate spiral anchor.
【0012】さらに、前記の帯板製スパイラルアンカー
において、帯板材1の横断矩形状の幅wと厚さdとのア
スペクト比w/dを2≦w/d≦10とし、帯板材の捩
じりピッチPを7〜20cmに構成したことを特徴とす
る帯板製スパイラルアンカーになつている。Further, in the above-mentioned spiral anchor made of a strip, the aspect ratio w / d of the width w and the thickness d of the transverse rectangular shape of the strip 1 is set to 2 ≦ w / d ≦ 10, and the twist of the strip is made. The pitch P is set to 7 to 20 cm.
【0013】また、前記の帯板製スパイラルアンカーに
おいて、前記の係留手段2に代えてロツド装着孔2aを
設けたアンカー頭部1aとし、アンカー頭部の横断矩形
状に対応した嵌挿孔8付き上板部6a(6b,6c)、
及び上板部の少なくとも一端部に垂設した打ち込み脚部
7a(7b,7c)を備えた係留兼回転止部材5(5a
〜5e)と、ロツド装着孔に装着する係留兼回転止部材
の抜止ロツド10とを組み合わせたことを特徴とする係
留兼回転止部材付き帯板製スパイラルアンカーになつて
いる。In the above-mentioned strip plate spiral anchor, an anchor head 1a having a rod mounting hole 2a in place of the mooring means 2 is provided with a fitting insertion hole 8 corresponding to a transverse rectangular shape of the anchor head. Upper plate 6a (6b, 6c),
And a mooring / rotation stopping member 5 (5a) having a driving leg 7a (7b, 7c) suspended from at least one end of the upper plate portion.
5e) and a locking rod 10 with a mooring / rotation stopping member, which is a combination of a locking rod 10 of a mooring / rotation stopping member mounted in a rod mounting hole.
【0014】また、前記の帯板製スパイラルアンカーに
おいて、前記の係留手段2に代えて抜止突部12を設け
たアンカー首部1aとし、スパイラル溝部1b,1bの
横断矩形状に対応したガイド孔18付き上板部6a(6
b,6c)、及び上板部の少なくとも一端部に垂設した
打ち込み脚部7a(7b,7c)を備えた係留兼回転止
部材15(15a〜15c)を組み合わせたことを特徴
とする係留兼回転止部材付き帯材製スパイラルアンカー
になつている。Further, in the above-mentioned strip plate spiral anchor, an anchor neck 1a provided with a retaining projection 12 instead of the anchoring means 2 is provided with a guide hole 18 corresponding to the rectangular cross section of the spiral groove 1b. Upper plate 6a (6
b, 6c) and a mooring / rotation stopping member 15 (15a to 15c) having a driving leg 7a (7b, 7c) suspended from at least one end of the upper plate. It is a spiral anchor made of strip with a rotation stop member.
【0015】さらに詳述すると、第1実施例,第2実施
例の帯板製スパイラルアンカーは、図1及び図7に示す
ように帯板材1によつて製造され、係留手段2(係留孔
2a等)やロツド装着孔2a又は係止突起12を設けた
アンカー頭部1aと、捩つて形成されたスパイラル溝面
又はスパイラル溝部1b,1b、及び尖った捩じ込み端
部1cからなり、この帯板材1は、落石防止ネツトのワ
イヤロープ等(ロープ又は金網の線材等)に適用する場
合は鋼材製、テント等の張設用ロープ等に適用する場合
には必要に応じAB樹脂のような硬質樹脂製とし、地面
Gの土質(硬柔等)や用途に対応させて後述のように好
適な横断矩形状のアスペクト比w/dとし、所要の長さ
に確保される。More specifically, the spiral anchors made of the strip of the first and second embodiments are manufactured by using the strip 1 as shown in FIGS. 1 and 7, and the mooring means 2 (mooring hole 2a) is used. Etc.), an anchor head 1a provided with a rod mounting hole 2a or a locking projection 12, a spiral groove surface or spiral groove portions 1b, 1b formed by twisting, and a sharp screwed end portion 1c. The plate 1 is made of steel when applied to a wire rope or the like of a rock fall prevention net (rope or a wire of a wire mesh). When applied to a rope for tensioning a tent or the like, a hard material such as AB resin is used as necessary. It is made of resin, and has a suitable transverse rectangular aspect ratio w / d as described later in accordance with the soil (hardness and the like) of the ground G and the intended use, and has a required length.
【0016】第1実施例の帯板製スパイラルアンカー
は、図1に示すような横断矩形状(幅W,厚さd)の帯
板材1の上部に、係留手段2(係留孔2a等)付きアン
カー頭部1aとし、アンカー頭部の下側を捩じりピツチ
pで複数回捩つて、帯板材1の両側面をそれぞれ広幅の
スパイラル溝面1b,1bに形成し、このスパイラル溝
部1b,1bの下部を適度に尖つた捩じ込み端部1cに
形成している。また、前記の係留手段2は、図示のよう
な係留孔2aを形成し、折曲したり又は鉤状部材を付設
するなど(図示省略)、ロープ等を適宜の手段で容易に
挿通し又は結縛して係留する構造になつている。さら
に、この帯板製スパイラルアンカーは、帯板材の幅を
w、厚さをd、及びその捩じりピッチをpとすると、好
ましくはこの帯板材のアスペクト比w/dを2≦w/d
≦10とし、捩じりピッチPを7〜20cmに構成して
いる。The spiral anchor made of a band plate according to the first embodiment is provided with mooring means 2 (mooring holes 2a and the like) on the upper portion of a band plate material 1 having a rectangular cross section (width W, thickness d) as shown in FIG. An anchor head 1a is formed, and the lower side of the anchor head is twisted a plurality of times with a torsion pitch p so that both side surfaces of the strip 1 are formed in wide spiral groove surfaces 1b, 1b, respectively, and the spiral groove portions 1b, 1b are formed. Is formed at an appropriately pointed screwed end 1c. The above-mentioned mooring means 2 can easily insert or tie a rope or the like by an appropriate means such as forming a mooring hole 2a as shown and bending or attaching a hook-like member (not shown). It is tied and moored. Further, when the width and thickness of the strip material are defined as w, d, and the twist pitch thereof, respectively, the strip plate spiral anchor preferably has an aspect ratio w / d of 2 ≦ w / d.
≦ 10, and the torsional pitch P is set to 7 to 20 cm.
【0017】前記の帯板製スパイラルアンカーは(第1
実施例)、図6Aに示すように地面に捩じ込み打設され
る。例えば、図示のような捩じ込み工具20のチヤツク
20aでアンカー頭部1aを挟持して、捩じ込み工具2
0により適度の押込力Fを加えて回転Zすると、尖った
捩じ込み端部1cと連続したスパイラル溝部1b,1b
によつて、地面Gの土壌を格別に乱すことなく容易に能
率良く捩じ込み打設され、アンカー頭部1aに設けた係
留手段2(係留孔2a等)にロープ等を適宜の手段で係
留して施工される(図示省略)。この帯板製スパイラル
アンカーは、前記のような横断矩形状の帯板材1製にし
ているので、従来の横断円形や横断正多角形の棒状材製
に比べ、アンカー周面積つまり土壌との接触面積が著し
く増加され、前記の捩じ込み打設によつて周囲土壌を格
別に乱さないで、広幅の両スパイラル溝面1b,1b内
の土壌による摩擦、係止力が効果的に増加されて、係留
したロープ等による引抜荷重F1に対する引抜抵抗力が
効果的に増大されるなど、総合的に優れた捩じ込み打設
性能とともにアンカー性能、信頼性が得られる。The above-mentioned spiral anchor made of a strip is (first
Embodiment) As shown in FIG. 6A, it is screwed and driven into the ground. For example, the anchor head 1a is clamped by the chuck 20a of the screwing tool 20 as shown in FIG.
When the rotation Z by applying an appropriate pushing force F by 0, the spiral groove portions 1b, 1b continuous with the sharp screwed end portion 1c.
Therefore, it is easily and efficiently screwed in without disturbing the soil on the ground G, and a rope or the like is moored to the mooring means 2 (mooring hole 2a or the like) provided on the anchor head 1a by an appropriate means. (Not shown). Since this strip-plate spiral anchor is made of the above-described cross-section rectangular strip-shaped material 1, the anchor peripheral area, that is, the contact area with the soil, compared with the conventional cross-section circular or cross-sectionally polygonal rod-shaped material. Is significantly increased, and the surrounding soil is not disturbed by the above-mentioned screwing in, and the friction and locking force due to the soil in the wide spiral groove surfaces 1b, 1b are effectively increased. The pull-out resistance against the pull-out load F1 by the moored ropes and the like is effectively increased, so that the anchoring performance and reliability as well as the overall excellent screw-in driving performance can be obtained.
【0018】また、前記の帯板製スパイラルアンカーに
おいて、好ましくは帯板材1の横断矩形状の幅wと厚さ
dとのアスペクト比w/dを2≦w/d≦10とし、帯
板材の捩じりピッチPを7〜20cmに構成したことに
特徴を有する。このアスペクト比w/d及び捩じりピッ
チPは、異なるアスペクト比及び捩じりピッチの帯板製
スパイラルアンカーを多数製造して、異なる地面に捩じ
込み試験をした結果、アスペクト比w/dを2未満にす
ると打設部の周囲土壌が乱だされ、10を越えるとアン
カー耐力自体が不足する。また、捩じりピッチPを7c
m未満とし又は10cmを越えると、捩じ込み打設に手
間を要し円滑に遂行されない。土壌との摩擦、係支力が
効果的に発揮されないなどの評価が得られた。前記のよ
うな評価により地面の土壌硬柔等に対応させてアンカー
耐力を適度に確保して、アンカー周面積及び土壌との摩
擦、係支力を効果的に増加し、捩じ込み打設をさらに容
易とし、打設部の周囲土壌の乱れが効果的に防止され引
抜抵抗力を効果的に増大されるなどの効果が確認され
た。In the above-mentioned spiral anchor made of a strip, the aspect ratio w / d of the width w and the thickness d of the transverse rectangular shape of the strip 1 is preferably set to 2 ≦ w / d ≦ 10, and It is characterized in that the twist pitch P is set to 7 to 20 cm. The aspect ratio w / d and the twist pitch P were determined as follows. As a result of manufacturing a large number of strip-shaped spiral anchors having different aspect ratios and twist pitches and performing a screw test on different grounds, the aspect ratio w / d was determined. If the value is less than 2, the soil around the cast portion is disturbed, and if it exceeds 10, the anchor strength itself is insufficient. Also, the twist pitch P is 7c.
If it is less than 10 m or more than 10 cm, it will take time and effort to screw in and will not be performed smoothly. Evaluations such as friction with the soil and ineffective support were obtained. According to the evaluation described above, the anchor strength is appropriately secured in accordance with the soil hardness of the ground, etc., the friction with the anchor peripheral area and the soil, the engaging force is effectively increased, and the screw driving is performed. Further, it was confirmed that it was easier to make it easier and that the turbulence of the soil around the casting portion was effectively prevented and the pull-out resistance was effectively increased.
【0019】第1実施例の係留兼回転止部材付き帯板製
スパイラルアンカーは、前記の帯板製スパイラルアンカ
ー(図1参照)の係留手段2に代えてその係留孔2aを
ロツド装着孔2aとしたアンカー頭部1aとし、この帯
板製スパイラルアンカーに、図2ないし図5に示す係留
兼回転止部材5(5a〜5e)及びこの係留兼回転止部
材の抜止ロツド10とを組み合わせた構造になつてい
る。この係留兼回転止部材5(5a〜5e)は、具体的
には図2に示すようにアンカー頭部1aの横断矩形状に
対応した形状の嵌挿孔8を設けた上板部6a、及び上板
部の一端に一体に垂設した打ち込み脚部7aを備えた係
留兼回転止部材5aや、図3に示すように前記の上板部
6aに上板部6bを直角に連設して、上板部6bの一端
に打ち込み脚部7bを一体に垂設した係留兼回転止部材
5b、図4に示すように前記の上板部6aに上板部6c
を連設して、上板部6cの一端に打ち込み脚部7cを一
体に垂設した係留兼回転止部材5c、又は、必要に応じ
2個の係留兼回転止部材5aを使用して係留兼回転止部
材5cと同様な使用態様としたり、嵌挿孔8の形成方向
を変えた係留兼回転止部材にして、係留兼回転止部材5
aに組み合わせて係留兼回転止部材5bと同様な使用態
様とし、さらにまた、図5に示すように第2客部9を併
設して打ち込みやロープ等の係留性能をさらに高めるこ
とができる。前記の上板部6a,6b,6cは、好まし
くは図示のように両側に折曲縁部を設けるなどして補強
した構造になつている。In the spiral anchor made of a strip with a mooring and rotation stopping member of the first embodiment, the mooring hole 2a is replaced with the rod mounting hole 2a instead of the mooring means 2 of the spiral anchor made of the strip (see FIG. 1). An anchor head 1a having a structure in which the strip-shaped spiral anchor is combined with a mooring and rotation stopping member 5 (5a to 5e) and a locking rod 10 of the mooring and rotation stopping member shown in FIGS. I'm sorry. Specifically, as shown in FIG. 2, the mooring / rotation stopping member 5 (5a to 5e) has an upper plate portion 6a provided with an insertion hole 8 having a shape corresponding to a transverse rectangular shape of the anchor head 1a, and A mooring / rotation stop member 5a having a driving leg 7a integrally suspended from one end of the upper plate portion, or an upper plate portion 6b is provided at right angles to the upper plate portion 6a as shown in FIG. A mooring and rotation stopping member 5b having a driving leg 7b integrally attached to one end of the upper plate 6b, and an upper plate 6c attached to the upper plate 6a as shown in FIG.
And a mooring / rotation stopping member 5c in which a leg 7c is integrally attached to one end of the upper plate portion 6c, or two mooring / rotation stopping members 5a are used as necessary. The mooring / rotation stopping member 5c may be used in the same manner as the rotation stopping member 5c, or may be a mooring / rotation stopping member in which the direction of forming the insertion hole 8 is changed.
In combination with a, the mooring and rotation stopping member 5b is used in the same manner as that of the mooring and rotation stopping member 5b. Further, as shown in FIG. The upper plate portions 6a, 6b, 6c are preferably reinforced by providing bent edges on both sides as shown in the drawing.
【0020】前記の係留兼回転止部材付き帯板製スパイ
ラルアンカーは(第1実施例)、図6B,Cに示すよう
にロープ等a,b,cの近くにアンカーを同様な手段で
地面Gに捩じ込み打設した後、係留兼回転止部材5(又
は5a〜5e)を図示のように地面Gに打ち込み、この
嵌挿孔8をアンカー頭部1aに嵌挿し、ロツド装着孔2
aに抜止ロツド10(ボルト・ナツト等)を嵌着して係
留兼回転止部材5(5a〜5e)を係止し抜け止めする
などしてロープ等を係留して施工される。この係留兼回
転止部材付き付き帯板製スパイラルアンカーは、基本的
に第1実施例の帯板製スパイラルアンカーと同様な作
用、効果を有し、引抜負荷F1時に係留兼回転止部材の
係留孔2aによりアンカーの回転が防止されて、引抜抵
抗力がさらに高められている。さらに、係留兼回転止部
材5aや5b,5cの適用によりロープ等aやb,cを
図示のように容易に係留することができ、また、第2脚
部9付き係留兼回転止部材5dや5eにより打込や係留
性能がさらに高められる。図示の他に各係留兼回転止部
材の併用でさらに多様な態様で施工される。In the above-mentioned spiral anchor made of a strip with a mooring and rotation stopping member (first embodiment), as shown in FIGS. 6B and 6C, an anchor is provided near the ropes a, b and c by similar means. Then, the mooring / rotation stopping member 5 (or 5a to 5e) is driven into the ground G as shown in the figure, and the insertion hole 8 is inserted into the anchor head 1a, and the rod mounting hole 2 is inserted.
The anchoring rod 10 (bolts, nuts, etc.) is fitted into the hole a, and the mooring and rotation preventing members 5 (5a to 5e) are locked and prevented from slipping off, so that the rope is moored. The strip-shaped spiral anchor with a mooring and rotation-stopping member has basically the same operation and effect as the strip-plate spiral anchor of the first embodiment, and the mooring hole of the mooring and rotation-stopping member at the time of pulling load F1. The rotation of the anchor is prevented by 2a, and the pull-out resistance is further increased. Further, by applying the mooring and rotation stopping members 5a, 5b, and 5c, the ropes a, b, and c can be easily moored as shown in the figure, and the mooring and rotation stopping members 5d with the second leg 9 and the 5e further enhances the driving and mooring performance. In addition to the illustration, each mooring / rotation stop member is used in combination in various modes.
【0021】第2実施例の係留兼回転止部材付き帯板製
スパイラルアンカーは、図7に示すように前記の帯板製
スパイラルアンカー(図1参照)の係留手段2に代えて
係止突起12(必要に応じ1面又は2面に設ける)を設
けたアンカー頭部1aとし、この帯板製スパイラルアン
カーに、図8に示すような係留兼回転止部材15(15
a〜5c)を組み合わせた構成になつている。この係留
兼回転止部材は、具体的には図8Aに示すように前記の
係留兼回転止部材5aの嵌挿孔8に代えてスパイラル溝
部1b,1bに嵌挿可能な形状のガイド孔18を設けた
係留兼回転止部材15a、図8Bに示すように前記の係
留兼回転止部材5bの嵌挿孔8に代えて同様な形状のガ
イド孔18を設けた係留兼回転止部材15b、図8cに
示すように前記の係留兼回転止部材5cの嵌挿孔8に代
えてスパイラル溝部1b,1bに嵌挿可能な形状のガイ
ド孔18を設けた係留兼回転止部材15c、又は、必要
に応じ2個の係留兼回転止部材15aを使用して係留兼
回転止部材15cと同様な態様としたり、嵌挿孔18の
形成方向を変えた係留兼回転止部材につて、前記の係留
兼回転止部材15aに組み合わせて係留兼回転止部材1
5bと同様な態様に使用でき、図5のような第2脚部9
を併設した構造にすることもできる。As shown in FIG. 7, a strip-shaped spiral anchor with a mooring and rotation-stopping member according to the second embodiment is provided with a locking projection 12 instead of the mooring means 2 of the strip-shaped spiral anchor (see FIG. 1). (Provided on one or two surfaces as required) is provided as an anchor head 1a, and the strip plate spiral anchor is attached to a mooring and rotation stopping member 15 (15) as shown in FIG.
a to 5c). As shown in FIG. 8A, the mooring / rotation stopping member has a guide hole 18 which can be inserted into the spiral groove portions 1b, 1b instead of the insertion hole 8 of the mooring / rotation stopping member 5a. 8B, the mooring / rotation stop member 15a provided with a guide hole 18 having a similar shape in place of the fitting hole 8 of the mooring / rotation stop member 5b as shown in FIG. As shown in the figure, a mooring / rotation stopping member 15c provided with a guide hole 18 having a shape insertable into the spiral groove portions 1b, 1b instead of the insertion hole 8 of the mooring / rotation stopping member 5c, or as required. The two mooring / rotation stopping members 15a may be used in a manner similar to that of the mooring / rotation stopping member 15c. Mooring / rotation stop member 1 in combination with member 15a
5b, and can be used in the same manner as in FIG.
Can also be used.
【0022】前記の係留兼回転止部材付き帯板製スパイ
ラルアンカーは(第2実施例)、図9に示すように帯板
製スパイラルアンカーのスパイラル溝部1b,1bに、
係留兼回転止部材15(15a〜5c)のガイド孔18
を嵌装して、この打ち込み脚部7a(7b,7c,9)
を地面Gに適度に打ち込み、アンカー頭部1aを打ち込
みFすると、ガイド孔18によりスパイラル溝部1b,
1bがガイドされて適度の回転力Zが付与され、アンカ
ーが円滑に捩じ込み打設されるとともに、アンカー頭部
1aに設けた係止突起12により係留兼回転止部材15
(15a〜5c)が係止されて抜け止めされ、係留兼回
転止部材15(15a〜5c)によりロープ等a,b,
cを係留して容易に施工される。この係留兼回転止部材
付き帯板製スパイラルアンカーによれば、基本的に第1
実施例の帯板製スパイラルアンカーと同様な作用、効果
を有し、さらに、係留兼回転止部材15(15a〜15
e)によりロープ等aやb,cを図示のように容易に係
留でき、ガイド孔18によるスパイラル溝部1b,1b
のガイドにより打設時にアンカーに適度の回転力が付与
されて、捩じ込み打設がさらに円滑に遂行されて容易と
なり、さらにまた、ロープ等a,b,cから引抜荷重F
1を受けた際に、係留兼回転止部材15(15a〜15
c)によりアンカーの回転が阻止されて引抜抵抗力がさ
らに増加されるなど、施工性とともにアンカー性能、信
頼性がさらに高められている。図示の他に各係留兼回転
止部材の併用でさらに多様な態様で施工される。The strip-shaped spiral anchor with the mooring and rotation-stopping member (second embodiment) is provided in the spiral groove portions 1b, 1b of the strip-shaped spiral anchor as shown in FIG.
Guide hole 18 of mooring and rotation stopping member 15 (15a to 5c)
And the driving legs 7a (7b, 7c, 9)
Is properly driven into the ground G and the anchor head 1a is driven into F, and the spiral groove 1b,
1b is guided to apply an appropriate rotational force Z, and the anchor is smoothly screwed in and driven, and the anchoring projection 12 provided on the anchor head 1a provides a mooring / rotation stopping member 15
(15a to 5c) are locked and locked, and the ropes a, b, etc. are fixed by the mooring and rotation stopping member 15 (15a to 5c).
It is easily installed by mooring c. According to the spiral anchor made of a strip with a mooring and rotation stopping member, basically the first
It has the same function and effect as the strip-shaped spiral anchor of the embodiment, and furthermore, the mooring and rotation stopping member 15 (15a to 15a)
e), the ropes a, b, and c can be easily moored as shown in the figure, and the spiral grooves 1b, 1b formed by the guide holes 18.
A suitable rotational force is applied to the anchor at the time of driving by the guide of, so that the screwing and driving can be more smoothly performed and facilitated, and the pulling load F from the ropes a, b, c, etc.
1, the mooring and rotation stopping member 15 (15a to 15a)
c) The rotation of the anchor is prevented and the pull-out resistance is further increased, so that the anchor performance and reliability as well as the workability are further improved. In addition to the illustration, each mooring / rotation stop member is used in combination in various modes.
【0023】[0023]
【発明の効果】本発明は、前述のような構成からなり各
帯板製スパイラルアンカーは、横断矩形状の帯板材製と
してアンカーの周面積を著しく増加するとともに、この
帯板材を捩つて形成した広幅の両スパイラル溝面によつ
て土壌との摩擦、係支力を効果的に増加し、スパイラル
溝部の下部に尖った捩じ込み端部を設けて、この捩じ込
み端部及びスパイラル溝部によつて地面の土壌を格別に
乱さないで容易に捩じ込み打設され、アンカー周面積の
大幅な増加及び両スパイラル溝部による土壌との摩擦、
係支力の増加等によつて引抜抵抗力を効果的に増大する
など、施工性とともにアンカー性能、信頼性を著しく向
上している。According to the present invention, the spiral anchor made of each strip having the above-mentioned construction is made of a strip having a rectangular cross section, the peripheral area of the anchor is remarkably increased, and this strip is formed by twisting the strip. The wide spiral groove surfaces effectively increase friction and engaging force with the soil, and a sharp screw end is provided at the lower part of the spiral groove, and the screw end and the spiral groove are provided. Therefore, it is easily screwed in without disturbing the soil on the ground, significantly increasing the area around the anchor and friction with the soil due to both spiral grooves,
The pull-out resistance is effectively increased due to the increase in the engaging force and the like, and the anchor performance and reliability as well as the workability are significantly improved.
【0024】さらに、前記の帯板製スパイラルアンカー
において、帯板材の横断矩形状の幅wと厚さdとのアス
ペクト比w/dを2≦w/d≦10とし、帯板材の捩り
ピッチPを7〜20cmに構成したことにより、地面の
土壌硬柔等に対応させてアンカー耐力を適度に確保し、
アンカー周面積及び土壌との摩擦、係支力を効果的に増
加して、捩じ込み打設をさらに容易とし、打設部の周囲
土壌の乱れを効果的に防止して引抜抵抗力を効果的に増
大するなど、施工性とともにアンカー性能、信頼性をさ
らに高めている。Further, in the above-mentioned spiral anchor made of a strip, the aspect ratio w / d of the width w and the thickness d of the transverse rectangular shape of the strip is set to 2 ≦ w / d ≦ 10, and the twist pitch P of the strip is set. Is set to 7 to 20 cm, so that the anchor strength is appropriately secured according to the soil hardness of the ground,
Effectively increases the anchorage area and the friction with the soil and the engaging force, making it easier to screw in and more effectively prevent the turbulence of the soil around the installation part and effectively improve the pull-out resistance. The anchor performance and reliability have been further improved as well as the workability.
【0025】また、前記の帯板製スパイラルアンカーに
おいて、前記の係留手段に代えてロツド装着孔を設けた
アンカー頭部とし、このアンカー頭部の横断矩形状に対
応した嵌挿孔付き上板部、及び上板部の少なくとも一端
部に連設した打ち込み脚部とを備えた係留兼回転止部材
と、ロツド装着孔に装着する係留兼回転止部材の抜止ロ
ツドとを組み合わせたことにより、基本的には前記のア
ンカーと同様な作用、効果を有し、係留兼回転止部材の
打ち込み脚部を地面に打ち込みロープ等を係留し、この
嵌挿孔をアンカー頭部に嵌挿し抜止ロツドをロツド装着
孔に装着して、引抜負荷時にアンカーの回転が阻止され
て引抜抵抗力がさらに増加されるなど、施工性とともに
アンカー性能、信頼性をさらに向上している。Further, in the above-mentioned strip plate spiral anchor, an anchor head provided with a rod mounting hole in place of the mooring means, and an upper plate portion having a fitting insertion hole corresponding to a transverse rectangular shape of the anchor head. And a combination of a mooring / rotation stopping member having a driving leg portion connected to at least one end of the upper plate portion and a locking rod of the mooring / rotation stopping member mounted in the rod mounting hole. Has the same function and effect as the anchor described above, the driving leg of the mooring and rotation stopping member is driven into the ground, the rope is moored, the insertion hole is inserted into the anchor head, and the retaining rod is mounted on the rod. It is installed in a hole to further improve the anchor performance and reliability, as well as the workability, such as preventing the rotation of the anchor at the time of pull-out load and further increasing the pull-out resistance.
【0026】また、前記の帯板製スパイラルアンカーに
おいて、前記の係留手段に代えて抜止突部を突設したア
ンカー頭部とし、スパイラル溝部の横断矩形状に対応し
たガイド孔付き上板部、及び上板部の少なくとも一端部
に連設した打ち込み脚部とを備えた係留兼回転止部材を
組み合わせたことにより、基本的には前記のアンカーと
同様な作用、効果を有し、この係留兼回転止部材のガイ
ド孔をアンカーのスパイラル溝部に嵌装して、係留兼回
転止部材の打ち込み脚部を地面に打ち込みアンカー頭部
を打ち込むと、ガイド孔によりスパイラル溝部がガイド
されてアンカーに適度の回転力が付与され、捩じ込み打
設が円滑に遂行されて施工がさらに容易となり、引抜負
荷時にアンカーの回転が防止されるなど、施工性ととも
にアンカー性能、信頼性をさらに向上している。In the above-mentioned strip plate spiral anchor, an anchor head having a retaining projection protruding in place of the mooring means, an upper plate portion having a guide hole corresponding to a rectangular cross section of the spiral groove portion, and By combining a mooring / rotation stopping member having a driving leg portion provided at least at one end of the upper plate portion, the mooring / rotating member has basically the same operation and effect as the anchor described above. When the guide hole of the stop member is fitted in the spiral groove of the anchor, the driving leg of the mooring and rotation stop member is driven into the ground, and the head of the anchor is driven, the spiral groove is guided by the guide hole and the anchor rotates properly. Force is applied, screwing and casting are performed smoothly, construction becomes easier, and rotation of the anchor at the time of pulling load is prevented. It has been further improved-reliability.
【図1】本発明の帯材製スパイラルアンカーの第1実施
例を示す側視図(A)と右側視図(B)及びX−X部の
横断面図(C)FIG. 1 is a side view (A), a right side view (B), and a cross-sectional view (C) of an XX section showing a strip-shaped spiral anchor according to a first embodiment of the present invention.
【図2】係留兼回転止部材付き帯材製スパイラルアンカ
ーの第1実施例に適用する係留兼回転止部材の一例を示
す側視図(A)と上面図(B)及び右側視図(C)FIG. 2 is a side view (A), a top view (B), and a right side view (C) showing an example of a mooring / rotation stopping member applied to a first embodiment of a belt-shaped spiral anchor with a mooring / rotation stopping member. )
【図3】図2と同様に適用する係留兼回転止部材の他例
を示す側視図(A)及び上面図(B)3A and 3B are a side view and a top view, respectively, showing another example of a mooring and rotation stopping member applied in the same manner as in FIG. 2;
【図4】図2と同様に適用する係留兼回転止部材の他例
を示す側視図(A)及び上面図(B)FIG. 4 is a side view (A) and a top view (B) showing another example of a mooring and rotation stopping member applied in the same manner as in FIG. 2;
【図5】図2と同様に適用する係留兼回転止部材の他例
を示す側視図(A)及び上面図(B)5A and 5B are a side view and a top view, respectively, showing another example of the mooring and rotation stopping member applied in the same manner as in FIG. 2;
【図6】帯材製スパイラルアンカー(第1実施例)の一
打設例を示す側視図(A)及び係留兼回転止部材付き帯
材製スパイラルアンカーの第1実施例の各打設例を示す
側視図(B)とその平面図(C)FIG. 6 (A) is a side view showing an example of installation of a strip-shaped spiral anchor (first embodiment), and shows each example of installation of a strip-shaped spiral anchor with a mooring and rotation stopping member according to the first embodiment. Side view (B) and plan view (C)
【図7】係留兼回転止部材付き帯材製スパイラルアンカ
ーの第2実施例に適用する帯材製スパイラルアンカーを
示す側視図(A)及びその右側視図(B)FIGS. 7A and 7B are a side view (A) and a right side view (B) of a strip-shaped spiral anchor applied to the second embodiment of the strip-shaped spiral anchor with a mooring and rotation-stopping member.
【図8】図7の第2実施例に適用する係留兼回転止部材
の各例を示す上面図(A)と(B)及上面図(C)FIGS. 8A and 8B are top views (A), (B) and a top view (C) showing examples of the mooring and rotation stopping member applied to the second embodiment of FIG. 7;
【図9】係留兼回転止部材付き帯材製スパイラルアンカ
ー(第2実施例)の各打設例を示す側視図(A)と
(B)及びその平面図(C)である。FIGS. 9A and 9B are side views (A) and (B) and plan views (C) showing examples of placing a strip-shaped spiral anchor with a mooring and rotation-stopping member (second embodiment).
1 帯板材 1a アンカー頭部 1b,1b スパイラル溝面又はスパイラル溝部 1c
捩じ込み端部 2 係止手段 2a ロツド装着孔 12 係止突起 5a〜5e,15a〜15c 係留兼回転止部材 6a〜6c 上板部(係留兼回転止部材) 7a〜7c 打ち込み脚部(係留兼回転止部材) 8 嵌挿孔 10 抜止ロツド 18 ガイド孔 d 厚さ(帯板材) w 幅(帯板材) p 捩じりピッチ(帯板材)Reference Signs List 1 strip plate material 1a anchor head 1b, 1b spiral groove surface or spiral groove portion 1c
Screw-in end 2 Locking means 2a Rod mounting hole 12 Locking projections 5a to 5e, 15a to 15c Mooring and rotation stopping member 6a to 6c Upper plate (mooring and rotation stopping member) 7a to 7c Driving leg (mooring) 8) Insertion hole 10 Locking rod 18 Guide hole d Thickness (strip material) w Width (strip material) p Torsional pitch (strip material)
───────────────────────────────────────────────────── フロントページの続き (72)発明者 松本 文信 東京都中央区日本橋室町2丁目3番14号 東京製綱株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Bunshin Matsumoto 2-3-14 Nihonbashi Muromachi, Chuo-ku, Tokyo Inside Tokyo Seimitsu Co., Ltd.
Claims (4)
アンカー頭部とし、アンカー頭部の下側を捩つて帯板材
の両側面を広幅のスパイラル溝面に形成するとともに、
スパイラル溝部の下部を尖った捩じ込み端部に構成した
ことを特徴とする帯板製スパイラルアンカー。1. An upper portion of a strip material is an anchor head having mooring means such as a rope, and a lower side of the anchor head is twisted to form both side surfaces of the strip material as a wide spiral groove surface.
A strip-shaped spiral anchor characterized in that the lower part of the spiral groove is formed as a sharp screwed end.
ーにおいて、帯板材の横断矩形状の幅wと厚さdとのア
スペクト比w/dを2≦w/d≦10とし、帯板材の捩
じりピッチPを7〜20cmに構成したことを特徴とす
る帯板製スパイラルアンカー。2. The strip plate spiral anchor according to claim 1, wherein the aspect ratio w / d between the width w and the thickness d of the transverse rectangular shape of the band plate material is 2 ≦ w / d ≦ 10, A spiral anchor made of a strip, wherein the twist pitch P is set to 7 to 20 cm.
イラルアンカーにおいて、前記の係留手段に代えてロツ
ド装着孔を設けたアンカー頭部とし、アンカー頭部の横
断矩形状に対応した嵌挿孔付き上板部、及び上板部の少
なくとも一端部に垂設した打ち込み脚部を備えた係留兼
回転止部材と、ロツド装着孔に装着する係留兼回転止部
材の係止用ロツドとを組み合わせたことを特徴とする係
留兼回転止部材付き帯板製スパイラルアンカー。3. The spiral strip anchor according to claim 1, wherein said anchoring means is provided with a rod mounting hole in place of said anchoring means, said fitting corresponding to the transverse rectangular shape of said anchoring head. A mooring / rotation stopping member having an upper plate portion with an insertion hole, and a driving leg portion vertically provided at least at one end of the upper plate portion; and a locking rod for the mooring / rotation stopping member to be mounted in the rod mounting hole. A strip-shaped spiral anchor with a mooring and rotation stop member, characterized by being combined.
イラルアンカーにおいて、前記の係留手段に代えて係止
突部を設けたアンカー頭部とし、スパイラル溝部の横断
矩形状に対応したガイド孔付き上板部、及び上板部の少
なくとも一端部に垂設した打ち込み脚部を備えた係留兼
回転止部材を組み合わせたことを特徴とする係留兼回転
止部材付き帯材製スパイラルアンカー。4. The spiral strip anchor according to claim 1, wherein the anchor head is provided with a locking projection instead of the anchoring means, and the guide corresponds to a rectangular cross section of the spiral groove. A belt-shaped spiral anchor with a mooring and rotation-stopping member, comprising a combination of an upper plate with a hole and a mooring and rotation-stopping member having a driving leg vertically provided at least at one end of the upper plate portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09265179A JP3111252B2 (en) | 1997-09-12 | 1997-09-12 | Spiral anchor made of strip with mooring and rotation stop member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09265179A JP3111252B2 (en) | 1997-09-12 | 1997-09-12 | Spiral anchor made of strip with mooring and rotation stop member |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1181307A true JPH1181307A (en) | 1999-03-26 |
JP3111252B2 JP3111252B2 (en) | 2000-11-20 |
Family
ID=17413681
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP09265179A Expired - Lifetime JP3111252B2 (en) | 1997-09-12 | 1997-09-12 | Spiral anchor made of strip with mooring and rotation stop member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3111252B2 (en) |
Cited By (10)
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---|---|---|---|---|
JP2002030682A (en) * | 2000-07-13 | 2002-01-31 | Tsuneo Goto | Connecting method of concrete blocks and structure formed by connecting concrete blocks |
JP2002038499A (en) * | 2000-07-28 | 2002-02-06 | Tsuneo Goto | Fixing method of retaining wall |
JP2002098129A (en) * | 2000-09-22 | 2002-04-05 | Muramoto Kosakusho:Kk | Spiral twist shaft body and method for manufacturing the same |
KR100802004B1 (en) | 2007-04-13 | 2008-02-12 | 주식회사 무진네오테크 | Method of producing a combined spiral-type underground anchor and rock bolt |
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JP2011174306A (en) * | 2010-02-25 | 2011-09-08 | Okasan Livic Co Ltd | Placement reinforcement material having function of drilling into soil and function of pull-out resistant force |
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002030682A (en) * | 2000-07-13 | 2002-01-31 | Tsuneo Goto | Connecting method of concrete blocks and structure formed by connecting concrete blocks |
JP2002038499A (en) * | 2000-07-28 | 2002-02-06 | Tsuneo Goto | Fixing method of retaining wall |
JP2002098129A (en) * | 2000-09-22 | 2002-04-05 | Muramoto Kosakusho:Kk | Spiral twist shaft body and method for manufacturing the same |
JP4558910B2 (en) * | 2000-09-22 | 2010-10-06 | 株式会社村元工作所 | Spiral twisted shaft body and manufacturing method thereof |
KR100802004B1 (en) | 2007-04-13 | 2008-02-12 | 주식회사 무진네오테크 | Method of producing a combined spiral-type underground anchor and rock bolt |
JP2011012448A (en) * | 2009-07-02 | 2011-01-20 | Kesanori Watanabe | Standing pole, drill for use in the same, and method for manufacturing the drill |
JP2011174306A (en) * | 2010-02-25 | 2011-09-08 | Okasan Livic Co Ltd | Placement reinforcement material having function of drilling into soil and function of pull-out resistant force |
JP2013124497A (en) * | 2011-12-15 | 2013-06-24 | Okasan Livic Co Ltd | Reinforcement material coupling device |
JP2013154382A (en) * | 2012-01-31 | 2013-08-15 | Sanai Co Ltd | Method of manufacturing screw metal flat plate and method of manufacturing screw pile |
JP2015052233A (en) * | 2013-09-07 | 2015-03-19 | 株式会社キャムズ | Anchor, securing device, and anti-beast harm fence with the same, and strut using the anchor |
JP2016077258A (en) * | 2014-10-22 | 2016-05-16 | 株式会社白崎コーポレーション | Fixing pin of weed-proof sheet or the like |
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