JP2001003360A - Ground anchor having buffer action - Google Patents
Ground anchor having buffer actionInfo
- Publication number
- JP2001003360A JP2001003360A JP11175706A JP17570699A JP2001003360A JP 2001003360 A JP2001003360 A JP 2001003360A JP 11175706 A JP11175706 A JP 11175706A JP 17570699 A JP17570699 A JP 17570699A JP 2001003360 A JP2001003360 A JP 2001003360A
- Authority
- JP
- Japan
- Prior art keywords
- ground anchor
- anchor
- tendon
- buffer
- stranded wire
- 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.)
- Pending
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、衝撃的な荷重を緩
衝する作用を有するグラウンドアンカーに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground anchor having a function of buffering an impact load.
【0002】[0002]
【従来の技術】従来のグラウンドアンカーは、引張型の
アンカーでも圧縮型のアンカーでも、テンドンと引張力
を地盤に伝達するアンカー体が剛な状態で連結されてお
り、地震のような繰り返し荷重が作用したときの衝撃的
な荷重に対して対応することができなかった。2. Description of the Related Art A conventional ground anchor, whether it is a tension type anchor or a compression type anchor, has a tendon and an anchor body that transmits a tensile force to the ground in a rigid state, so that a repeated load such as an earthquake is generated. It could not respond to the impact load when it acted.
【0003】また、グラウンドアンカーの破壊の状況を
検討すると、地滑り防止のため、斜面に多段に設置した
下側のグラウンドアンカーに多く損傷が見られたが、こ
れは、想定した滑り層までの距離が下側ほど短かいため
グラウンドアンカーの自由長部が短かくなり、したがっ
て、伸びが小さく、変形を吸収できないためと推測され
る。[0003] Further, when examining the situation of ground anchor destruction, a lot of damage was found on the lower ground anchor installed in multiple steps on the slope to prevent landslides, but this was due to the assumed distance to the slip layer. Is shorter on the lower side, so that the free length of the ground anchor is shorter, and therefore, it is estimated that the elongation is small and the deformation cannot be absorbed.
【0004】[0004]
【発明が解決しようとする課題】衝撃的な荷重が直接ア
ンカー体に作用しないように緩衝することによってテン
ドンの破断およびアンカー体の破壊による抜け出し等の
グラウンドアンカーの損傷を防止しようとするものであ
る。また、自由長部が短かくて伸びが十分でないグラウ
ンドアンカーの伸びを補償しようとするものである。SUMMARY OF THE INVENTION An object of the present invention is to prevent damage to a ground anchor such as breakage of a tendon and breakage of an anchor body by damping an impact load so as not to directly act on the anchor body. . Another object of the present invention is to compensate for the extension of a ground anchor having a short free length and insufficient extension.
【0005】[0005]
【課題を解決するための手段】本発明は、アンカー体と
テンドンの間に緩衝体を設け、緩衝体を介して衝撃力を
テンドンからアンカー体に伝達することで衝撃を吸収
し、また、緩衝体の変形、移動によって伸びを補償し、
テンドンの破断、アンカー体の抜け出しを防止しようと
するものである。SUMMARY OF THE INVENTION According to the present invention, a shock absorber is provided between an anchor body and a tendon, and the shock is absorbed by transmitting an impact force from the tendon to the anchor body via the shock absorber. Compensate for elongation by deforming and moving the body,
The purpose is to prevent the tendon from breaking and the anchor body from coming off.
【0006】グラウンドアンカーが定着されている構造
物に衝撃力が作用し、テンドンを介して地中のアンカー
体に伝達されるが、テンドンとアンカー体の間には緩衝
体が介在するので、衝撃力が直接アンカー体に伝達され
ず、衝撃力の作用時間が引き延ばされて伝達されるので
テンドンの破断が防止されるのである。An impact force acts on the structure on which the ground anchor is fixed, and is transmitted to the underground anchor body via the tendon. However, since the cushion is interposed between the tendon and the anchor body, the impact force is applied. Since the force is not transmitted directly to the anchor body and the duration of the impact force is extended and transmitted, the tendon is prevented from breaking.
【0007】また、緩衝体が変形または、移動すること
により自由長部を長くしたのと同等の効果があり、アン
カーの破壊までの伸び量が大きくなるので、テンドンの
破断やアンカー体の破壊による抜け出しが防止されるの
である。[0007] In addition, the same effect as extending the free length portion by deforming or moving the cushioning member is obtained, and the amount of elongation up to breakage of the anchor is increased. The escape is prevented.
【0008】[0008]
【発明の実施の形態】以下、本発明を図面に基づいて説
明する。 実施例1 図1は、本発明のグラウンドアンカーの実施例である。
テンドンはアンボンドPC鋼より線11であり、先端に
緩衝体2が取り付けてある。緩衝体2は、円筒形のゴム
21で中心にPC鋼より線を通す穴が設けてあり、この
ゴム21が鋼板22と交互に通してある。ゴム21が長
いと、座屈する可能性があるので、鋼板22を介在させ
てゴム21を短くして引張力を伝達させている。座屈防
止のため鋼棒をゴム21に通して横方向の変形を抑制す
るようにしてもよい。テンドンは、鋼より線以外の鋼
棒、鋼線などが使用でき、グラウンドアンカーの目的に
応じて選択する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. Embodiment 1 FIG. 1 shows an embodiment of a ground anchor according to the present invention.
The tendon is an unbonded PC steel strand 11 with a buffer 2 attached to the tip. The buffer 2 has a cylindrical rubber 21 having a hole in the center thereof through which a PC steel wire passes. The rubber 21 is alternately passed through the steel plate 22. If the rubber 21 is long, there is a possibility of buckling. Therefore, the tensile force is transmitted by shortening the rubber 21 with the steel plate 22 interposed therebetween. To prevent buckling, a steel rod may be passed through the rubber 21 to suppress lateral deformation. As the tendon, a steel rod or a steel wire other than the stranded wire can be used, and is selected according to the purpose of the ground anchor.
【0009】ゴム21の両端には、支圧板23と固定板
24が設けてあり、PC鋼より線11の先端には圧着グ
リップ25が固定してある。緩衝体2は、表面が波型の
鋼管26内に収納されており、必要に応じて鋼管26内
に、ゴムを変質させない材料を充填する。A support plate 23 and a fixing plate 24 are provided at both ends of the rubber 21, and a crimping grip 25 is fixed to the end of the PC steel stranded wire 11. The buffer 2 is housed in a steel pipe 26 having a corrugated surface. The steel pipe 26 is filled with a material that does not deteriorate rubber as necessary.
【0010】この緩衝体2をボーリング孔に挿入し、グ
ラウトを孔内に充填して圧縮型のグラウンドアンカーを
完成する。引張力は、圧着グリップ25から固定板2
4、ゴム21、支圧板23に伝達され、さらに支圧板2
3から鋼管26に、そして、支圧板23の前面および鋼
管26の外周面からアンカー体3のグラウト、地盤4に
順に伝達される。ゴム21の変形によって、衝撃力は吸
収され、PC鋼より線11に過大な応力が発生して切断
されるのを防止する。また、緩衝体2の変形量がPC鋼
より線の伸びに加えられるので、グラウンドアンカーの
伸び量の不足を補償することになる。[0010] The buffer 2 is inserted into a boring hole, and grout is filled in the hole to complete a compression-type ground anchor. The tensile force is applied from the crimping grip 25 to the fixing plate 2.
4, transmitted to the rubber 21 and the support plate 23,
3 to the steel pipe 26, and from the front surface of the support plate 23 and the outer peripheral surface of the steel pipe 26 to the grout of the anchor body 3 and the ground 4 in this order. The impact force is absorbed by the deformation of the rubber 21 to prevent the PC strand 11 from being cut due to excessive stress. Further, since the deformation amount of the buffer 2 is added to the elongation of the PC steel strand, the shortage of the elongation amount of the ground anchor is compensated.
【0011】実施例2 この実施例は、図2に示すように、支圧板23と固定板
24の間にバネ鋼材を円形に切り抜き皿状に形成し、中
心部にPC鋼より線11を通す穴を設けた椀型の皿バネ
27を同一方向に並列して設けたものであり、皿バネ2
7の間には鋼板28を介在させてある。他の部分は実施
例1と同様である。 実施例3 この実施例は、図3に示すように、皿バネ27を反対向
きにしたものを複数個設けたものである。他の部分は実
施例1と同様である。 実施例4 この実施例は、図4に示すように、円錐形の皿バネ27
を使用したもので、皿バネ27を反対向きにしたものが
所定枚数配されている。隣接した皿バネ27間で形成さ
れる空間には、皿バネの外周縁を縦断するような円形状
の反転阻止板29が取り付けてある。この反転阻止板2
9は、剛性の高い素材で皿バネの径と同径であり、相対
面する一対の皿バネの一方が、他方の皿バネより早く密
着点に達した場合、それ以上の変形を阻止し、他方の変
形を継続するようにしたものである。他の部分は実施例
1と同様である。Embodiment 2 In this embodiment, as shown in FIG. 2, a spring steel material is cut out in a circular shape between a support plate 23 and a fixing plate 24, and a PC stranded wire 11 is passed through the center. A bowl-shaped disc spring 27 having holes is provided in parallel in the same direction.
7, a steel plate 28 is interposed. Other parts are the same as in the first embodiment. Embodiment 3 In this embodiment, as shown in FIG. 3, a plurality of disc springs 27 are provided in opposite directions. Other parts are the same as in the first embodiment. Embodiment 4 In this embodiment, as shown in FIG.
And a predetermined number of disc springs 27 are arranged in the opposite direction. In a space formed between the adjacent disc springs 27, a circular reversal prevention plate 29 is attached so as to vertically cross the outer peripheral edge of the disc spring. This reversal prevention plate 2
9 is a material having high rigidity and the same diameter as the diameter of the disc spring, and when one of the pair of opposed disc springs reaches the contact point earlier than the other disc spring, prevents further deformation, The other deformation is continued. Other parts are the same as in the first embodiment.
【0012】素線の表面をエポキシ樹脂塗装したPC鋼
より線を用いると、高い防食性と耐久性が得られる。特
に、PC鋼より線をより戻して素線をエポキシ樹脂塗装
等で被覆し、再度より合わせたPC鋼より線(SCスト
ランド:商標名)は耐食性に優れている。[0012] If a PC steel stranded wire whose surface is coated with an epoxy resin is used, high corrosion resistance and durability can be obtained. In particular, the PC steel strand (SC strand: trade name) obtained by returning the PC strand and covering the element wire with an epoxy resin coating or the like and re-twisting the strand is excellent in corrosion resistance.
【0013】本発明のグラウンドアンカーは、通常の状
態では、緩衝体2の変形に余裕を残して緊張力を導入
し、急激に過大な荷重が作用した時に変形できるように
しておく。In the ground anchor of the present invention, in a normal state, a tension is introduced while leaving a margin for deformation of the shock absorber 2, so that the ground anchor can be deformed when a sudden excessive load is applied.
【0014】[0014]
【発明の効果】本発明によれば、緩衝体によって衝撃荷
重が緩和され、テンドンの破断およびアンカー体からの
抜け出しが防止される。また、緩衝体の変形量がグラウ
ンドアンカーの伸び量に加算されるので、自由長部の短
かいグラウンドアンカーであっても総体としての伸び量
が大きくなり、テンドンの抜け出しなどの破壊が防止さ
れる。According to the present invention, the shock load is alleviated by the buffer, and the tendon is prevented from breaking and coming out of the anchor. In addition, since the deformation amount of the buffer is added to the elongation amount of the ground anchor, the total elongation amount is large even for a ground anchor having a short free length, and breakage such as slipping out of tendons is prevented. .
【図1】ゴムを緩衝体とした実施例1の断面図。FIG. 1 is a sectional view of a first embodiment in which rubber is used as a buffer.
【図2】皿バネを緩衝体とした実施例2の断面図。FIG. 2 is a sectional view of a second embodiment in which a disc spring is used as a buffer;
【図3】皿バネを緩衝体とした実施例3の断面図。FIG. 3 is a sectional view of a third embodiment in which a disc spring is used as a buffer;
【図4】皿バネを緩衝体とした実施例4の断面図。FIG. 4 is a sectional view of a fourth embodiment in which a disc spring is used as a buffer;
11 PC鋼より線 2 緩衝体 21 ゴム 23 支圧板 24 固定板 25 圧着グリップ 26 鋼管 27 皿バネ 3 アンカー体 DESCRIPTION OF SYMBOLS 11 PC steel strand 2 Buffer 21 Rubber 23 Support plate 24 Fixing plate 25 Crimping grip 26 Steel pipe 27 Disc spring 3 Anchor body
Claims (7)
り、引張力が緩衝体を介してアンカー体に伝達されるグ
ラウンドアンカー。1. A ground anchor in which a buffer is provided on the tip side of a tendon, and a tensile force is transmitted to the anchor through the buffer.
ラウンドアンカー。2. The ground anchor according to claim 1, wherein the buffer is rubber.
積層したものであるグラウンドアンカー。3. The ground anchor according to claim 1, wherein the buffer is a laminate of rubber and a plate.
ラウンドアンカー。4. The ground anchor according to claim 1, wherein the buffer is a spring.
ラウンドアンカー。5. The ground anchor according to claim 4, wherein the spring is a disc spring.
は管内に収容されており、支圧板から引張力が管に伝達
されるグラウンドアンカー。6. A ground anchor according to any one of claims 1 to 5, wherein the buffer is housed in the pipe, and a tensile force is transmitted from the support plate to the pipe.
成してあるグラウンドアンカー。7. The ground anchor according to claim 6, wherein the outer peripheral surface of the pipe is formed with irregularities.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11175706A JP2001003360A (en) | 1999-06-22 | 1999-06-22 | Ground anchor having buffer action |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11175706A JP2001003360A (en) | 1999-06-22 | 1999-06-22 | Ground anchor having buffer action |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001003360A true JP2001003360A (en) | 2001-01-09 |
Family
ID=16000834
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11175706A Pending JP2001003360A (en) | 1999-06-22 | 1999-06-22 | Ground anchor having buffer action |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2001003360A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102330428A (en) * | 2011-09-16 | 2012-01-25 | 中铁第四勘察设计院集团有限公司 | Rigidity-adjusting deformation box type compression-dispersion anchor cable |
CN104806032A (en) * | 2015-02-28 | 2015-07-29 | 同济大学 | Steel strand mesh device with adjustable external resistance for preventing structure from continuous collapsing |
CN105089048A (en) * | 2015-08-24 | 2015-11-25 | 山西省交通科学研究院 | Double-end pressure type prestressed anchor cable and anchoring method |
KR101974397B1 (en) * | 2018-06-28 | 2019-05-02 | 이인귀 | Structure of reinforcing anchor for corrugated pipe type |
CN117345309A (en) * | 2023-12-05 | 2024-01-05 | 矿冶科技集团有限公司 | Shear-resistant prestress anchor cable |
-
1999
- 1999-06-22 JP JP11175706A patent/JP2001003360A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102330428A (en) * | 2011-09-16 | 2012-01-25 | 中铁第四勘察设计院集团有限公司 | Rigidity-adjusting deformation box type compression-dispersion anchor cable |
CN102330428B (en) * | 2011-09-16 | 2013-06-05 | 中铁第四勘察设计院集团有限公司 | Rigidity-adjusting deformation box type compression-dispersion anchor cable |
CN104806032A (en) * | 2015-02-28 | 2015-07-29 | 同济大学 | Steel strand mesh device with adjustable external resistance for preventing structure from continuous collapsing |
CN105089048A (en) * | 2015-08-24 | 2015-11-25 | 山西省交通科学研究院 | Double-end pressure type prestressed anchor cable and anchoring method |
KR101974397B1 (en) * | 2018-06-28 | 2019-05-02 | 이인귀 | Structure of reinforcing anchor for corrugated pipe type |
CN117345309A (en) * | 2023-12-05 | 2024-01-05 | 矿冶科技集团有限公司 | Shear-resistant prestress anchor cable |
CN117345309B (en) * | 2023-12-05 | 2024-02-20 | 矿冶科技集团有限公司 | Shear-resistant prestress anchor cable |
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