JPH0733661B2 - anchor - Google Patents
anchorInfo
- Publication number
- JPH0733661B2 JPH0733661B2 JP2410654A JP41065490A JPH0733661B2 JP H0733661 B2 JPH0733661 B2 JP H0733661B2 JP 2410654 A JP2410654 A JP 2410654A JP 41065490 A JP41065490 A JP 41065490A JP H0733661 B2 JPH0733661 B2 JP H0733661B2
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- hoop tension
- tensile
- tension portion
- bearing portion
- 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 - Lifetime
Links
Landscapes
- Piles And Underground Anchors (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明はアンカーに関するもの
であり、特に破損が生じにくく、耐力の大きなアンカー
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor, and more particularly to an anchor that is less likely to be damaged and has a large yield strength.
【0002】[0002]
【従来の技術】従来、アンカーとして第4図に示すよう
なものが採用されている。すなわちPCストランドのよ
うなアンカー引張材aを、筒状のアンカー幹体bの一端
に固定し、このアンカー幹体bを削孔c内に挿入してグ
ラウト硬化材dを充填するものである。この場合、引張
材aを固定するアンカー幹体bは全体が一体化してお
り、引張材aに与えた引っ張り力は圧縮力となってアン
カー幹体bに作用していた。したがってこのようなアン
カーを圧縮型のアンカーと呼んでいる。2. Description of the Related Art Conventionally, an anchor as shown in FIG. 4 has been adopted. That is, an anchor tension material a such as a PC strand is fixed to one end of a cylindrical anchor trunk body b, and this anchor trunk body b is inserted into a drilled hole c and filled with a grout hardening material d. In this case, the anchor trunk b for fixing the tensile member a was integrated as a whole, and the tensile force applied to the tensile member a became a compressive force and acted on the anchor trunk b. Therefore, such an anchor is called a compression type anchor.
【0003】[0003]
【発明が解決しようとする課題】このような引張材aを
固定する部分と硬化材dの破損を防止する筒状部分が一
体化したアンカー幹体bであると、引張材aに与えた引
っ張り力が筒状部分に圧縮力として作用し、このタイプ
の幹体ではこの筒状部分に圧縮力の分担を十分に期待す
る設計となっている。しかしながら、アンカー幹体bの
引張材aを固定する部分は肉厚で強固であるが、筒状部
分を余り厚くすると全体の重量が著しく重くなってしま
うので、この筒状部分は余り厚くできない。従来の一体
化したアンカー幹体bに大きな引っ張り力が作用する
と、肉厚の薄い筒状部分がこの荷重に負けてバックリン
グを起こし、破損することがあった。When the anchor trunk body b in which the portion for fixing the tensile member a and the cylindrical portion for preventing the damage of the hardened member d are integrated, the tensile force applied to the tensile member a is increased. The force acts as a compressive force on the tubular portion, and the trunk body of this type is designed to fully expect the tubular portion to share the compressive force. However, although the portion of the anchor trunk b to which the tensile member a is fixed is thick and strong, if the tubular portion is made too thick, the overall weight will be significantly heavy, so this tubular portion cannot be made too thick. When a large tensile force is applied to the conventional integrated anchor trunk b, the thin cylindrical portion loses this load to cause buckling, which may cause damage.
【0004】このようにアンカー幹体bが破損すると、
筒状部分の内側や周囲の硬化材dが崩壊することにな
り、結局、引張材aに与えた引っ張り力を受ける硬化材
dが破壊して、荷重を受けることができなくなってアン
カーとしての信頼性を損ねていた。When the anchor trunk b is damaged in this way,
The hardened material d inside or around the cylindrical portion will collapse, and eventually the hardened material d that receives the tensile force applied to the tensile material a will be destroyed, and it will not be possible to receive the load, and the reliability as an anchor It was damaging.
【0005】この発明は以上のような課題を解決するた
めになされたもので、破損することがなく、信頼性の高
い、アンカーを提供することを目的とする。The present invention has been made to solve the above problems, and an object thereof is to provide an anchor which is not damaged and has high reliability.
【0006】[0006]
【課題を解決するための手段】この発明にかかるアンカ
ーは、引張材を固定する支圧部と筒体であるフープテン
ション部分を別体にして、アンカー幹体とするものであ
る。フープテンション部は、例えば鋼管や鋳物などによ
って形成された筒状体となっている。フープテンション
部の内周面は凹凸の無い、ストレートな面となってい
る。支圧部も同じく鋼製や鋳物等によって形成してあ
り、引張材を通すための孔が複数形成されている。この
支圧部は、外形がフープテンション部の内径よりも小さ
く、フープテンション部の中にて自由に移動可能となっ
ている。支圧部は引張材を固定するため肉厚の盤状であ
り、これに比較してフープテンション部は肉の厚さは薄
くなっており、運搬・施工が容易である。An anchor according to the present invention is an anchor trunk body in which a bearing portion for fixing a tension member and a hoop tension portion which is a tubular body are separately provided. The hoop tension portion is a tubular body formed of, for example, a steel pipe or casting. The inner surface of the hoop tension part is a straight surface with no irregularities. The bearing portion is also made of steel, casting, or the like, and has a plurality of holes for passing the tensile member. The bearing portion has an outer shape smaller than the inner diameter of the hoop tension portion, and is freely movable in the hoop tension portion. The bearing portion has a thick plate shape for fixing the tension member, and the hoop tension portion has a thinner wall thickness compared to this, which facilitates transportation and construction.
【0007】引張材に引っ張り力を与えると硬化材が圧
縮するが、フープテンション部の内周面はストレートな
面であり、硬化材が収縮するのを許容し、フープテンシ
ョン部は収縮に連られて移動することがない。硬化材が
収縮した分、支圧部のみフープテンション部内にて移動
し、フープテンション部には圧縮力が作用しない。フー
プテンション部は拘束効果を発揮して内側の硬化材を拘
束して、硬化材の破壊を防止する。つまり、支圧部が引
張力を伝える硬化材が崩れず、安定したアンカーとして
使用できることになる。When a tensile force is applied to the tensile material, the hardened material is compressed, but the inner peripheral surface of the hoop tension portion is a straight surface, allowing the hardened material to shrink, and the hoop tension portion is continuously contracted. Never move. As the hardened material contracts, only the pressure bearing portion moves in the hoop tension portion, and the compressive force does not act on the hoop tension portion. The hoop tension portion exerts a restraining effect to restrain the hardened material inside and prevent the hardened material from being broken. In other words, the hardened material that transmits tensile force from the bearing portion does not collapse and can be used as a stable anchor.
【0008】[0008]
【実施例】以下、図に示す一実施例に基づきこの発明を
詳細に説明する。図において1はアンカー幹体であっ
て、円筒状のフープテンション部2と円盤形の支圧部3
より成っている。フープテンション部2も支圧部3も鋼
製で形成されている。フープテンション部2の内周面
は、凹凸の無いストレートな面に形成されている。支圧
部3の外径はフープテンション部2の内径よりも若干小
さく形成されており、引張材挿通孔4が複数個開口され
ている。この引張材挿通孔4に鋼より線等の引張材5が
通されて、圧縮グリップ6によって定着してある。引張
材5はポリエチレン等のアンボンドシース7内に通して
ある。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below based on an embodiment shown in the drawings. In the figure, reference numeral 1 denotes an anchor trunk, which is a cylindrical hoop tension portion 2 and a disc-shaped bearing portion 3.
Is made up of. Both the hoop tension portion 2 and the bearing portion 3 are made of steel. The inner peripheral surface of the hoop tension portion 2 is formed as a straight surface having no unevenness. The outer diameter of the bearing portion 3 is formed slightly smaller than the inner diameter of the hoop tension portion 2, and a plurality of tension material insertion holes 4 are opened. A tensile member 5 such as a stranded wire is passed through the tensile member insertion hole 4 and fixed by a compression grip 6. The tensile member 5 is passed through an unbonded sheath 7 such as polyethylene.
【0009】支圧部3はフープテンション部2の一端内
に配されて、コーキング8によって両者の隙間が埋めて
あるとともに仮止めしてある。この状態にてアンカー幹
体1内に硬化材9を充填して両者を一体化してある。The pressure bearing portion 3 is arranged in one end of the hoop tension portion 2, and a gap between the two is filled by the caulking 8 and is temporarily fixed. In this state, the anchor trunk body 1 is filled with the hardening material 9 to integrate them.
【0010】この状態にて削孔10内にアンカー幹体1
を挿入して、孔底に位置させる。削孔10内にグラウト
材等の硬化材11を注入して硬化させる。このアンカー
に引っ張り力を与えると硬化材9が圧縮力を受けて収縮
するが、フープテンション部2の内周面はストレートに
形成されており、硬化材11はフープテンション部2と
縁切れしてこの中を自由に移動するため、フープテンシ
ョン部2には圧縮力が作用しない。ただしフープテンシ
ョン部2は内部の硬化材9を拘束して破壊するのを防止
する。この拘束力によって硬化材9の圧縮強度が著しく
増大するため、支圧力が保たれ、耐力の大きなアンカー
となる。In this state, the anchor trunk 1 is placed in the drilled hole 10.
And place it at the bottom of the hole. A hardening material 11 such as a grout material is injected into the drilled hole 10 and hardened. When a tensile force is applied to this anchor, the hardener 9 contracts due to the compressive force, but the inner peripheral surface of the hoop tension portion 2 is formed straight, and the hardener 11 is cut off from the hoop tension portion 2. Since it moves freely inside this, no compressive force acts on the hoop tension portion 2. However, the hoop tension part 2 prevents the hardened material 9 inside from being restrained and destroyed. Since the compressive strength of the hardened material 9 is significantly increased by this restraining force, the bearing pressure is maintained and the anchor has a large proof stress.
【0011】この発明はこれまで述べてきた圧縮型のア
ンカーのみならず、第3図に示すようなセミボンドタイ
プのアンカーにも実施できる。セミボンドタイプのアン
カーとは引張材5全長をアンボンドシース7の中に通さ
ず、支圧部3近く100cm程度をフープテンション部
2内の硬化材9と付着させて固定するものである。この
ようなアンカーの場合、付着長さが短いため引っ張り力
により硬化材9と引張材5に付着切れが生じることがあ
る。このような付着切れの場合にも引っ張り力は支圧部
3に作用するが、フープテンション部2の拘束力によっ
て圧縮力を受けた硬化材9を拘束して破壊を防ぐ。The present invention can be applied not only to the compression type anchor described above, but also to a semi-bond type anchor as shown in FIG. The semi-bond type anchor does not pass the entire length of the tensile member 5 through the unbonded sheath 7, but attaches and fixes about 100 cm near the bearing portion 3 to the hardened material 9 in the hoop tension portion 2. In the case of such an anchor, since the attachment length is short, the adhesion may be broken between the hardened material 9 and the tensile material 5 due to the tensile force. Even in the case of such adherence breakage, the pulling force acts on the pressure bearing portion 3, but the hardening material 9 that has received the compressive force by the restraining force of the hoop tension portion 2 is restrained to prevent breakage.
【0012】[0012]
【発明の効果】この発明は以上のような構成を有し、以
下の効果を得ることができる。 アンカー幹体のフープテンション部と支圧部を別体と
し、フープテンション部の内周面は硬化材と縁切れ可能
なストレートな面としたため、引っ張り力によって生じ
る圧縮力は硬化材にみに作用してフープテンション部に
作用せず、フープテンション部の破損を生じさせない。
フープテンション部には拘束効果だけを発揮させるた
め、破損の可能性は著しく小さくなり、信頼性の高いア
ンカーとなった。 フープテンション部は内側の硬化材を拘束して、支圧
部が荷重を伝える硬化材の破壊を防止する。硬化材が破
壊しないため、大きな荷重に耐えうることができる信頼
性の高いアンカーとなる。実験では従来の圧縮型アンカ
ーと比較して3倍以上の耐力の向上を見ることとなっ
た。 支圧部は肉厚であり、フープテンション部は比較的肉
薄であるため、全体の重量も軽くなり、運搬・施工作業
が容易となる。The present invention has the above-mentioned structure and can obtain the following effects. Since the hoop tension part and the bearing part of the anchor trunk are separated and the inner peripheral surface of the hoop tension part is a straight surface that can be cut with the hardened material, the compressive force generated by the tensile force acts only on the hardened material. It does not act on the hoop tension part and does not damage the hoop tension part.
Since the hoop tension part exerts only the restraining effect, the possibility of breakage is significantly reduced, making it a highly reliable anchor. The hoop tension portion restrains the hardened material on the inner side, so that the bearing portion transmits the load and prevents the hardened material from being broken. Since the hardened material does not break, it becomes a highly reliable anchor that can withstand a large load. In the experiment, it was decided that the yield strength was improved three times or more as compared with the conventional compression anchor. Since the bearing portion is thick and the hoop tension portion is relatively thin, the overall weight is light and the transportation and construction work is easy.
【図面の簡単な説明】[Brief description of drawings]
【図1】この発明にかかるアンカーの一部断面図であ
る。FIG. 1 is a partial cross-sectional view of an anchor according to the present invention.
【図2】引っ張り力を与えた状態の断面図である。FIG. 2 is a cross-sectional view of a state in which a tensile force is applied.
【図3】他の実施例の断面図である。FIG. 3 is a sectional view of another embodiment.
【図4】アンカーの全体を示す断面図である。FIG. 4 is a cross-sectional view showing the entire anchor.
【図5】従来のアンカーの断面図である。FIG. 5 is a cross-sectional view of a conventional anchor.
1 アンカー幹体 2 フープテンション部 3 支圧部 5 引張材 6 圧縮グリップ 7 アンボンドシース 8 コーキング 9 硬化材 10 削孔 11 硬化材 DESCRIPTION OF SYMBOLS 1 Anchor trunk 2 Hoop tension part 3 Bearing part 5 Tensile material 6 Compression grip 7 Unbonded sheath 8 Caulking 9 Hardening material 10 Drilling hole 11 Hardening material
Claims (1)
削孔内に挿入し、削孔内に硬化材を充填するアンカーに
おいて、アンカー幹体は引張材を固定する厚肉の支圧部
と、比較的薄肉であって、少なくとも内周面はストレー
トな筒状体であるフープテンション部よりなり、支圧部
はフープテンション部の径よりも小さく、支圧部がフー
プテンション部内にて移動可能としたことを特徴とする
アンカー。1. In an anchor in which a proximal end of a tensile member is fixed to an anchor trunk body and is inserted into a drilled hole and a hardening material is filled in the drilled hole, the anchor trunk body is a thick support for fixing the tensile member. The pressure portion and the hoop tension portion, which is a relatively thin wall and at least the inner peripheral surface is a straight tubular body, the pressure bearing portion is smaller than the diameter of the hoop tension portion, and the pressure bearing portion is inside the hoop tension portion. An anchor characterized by being movable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2410654A JPH0733661B2 (en) | 1990-12-14 | 1990-12-14 | anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2410654A JPH0733661B2 (en) | 1990-12-14 | 1990-12-14 | anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04216714A JPH04216714A (en) | 1992-08-06 |
| JPH0733661B2 true JPH0733661B2 (en) | 1995-04-12 |
Family
ID=18519777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2410654A Expired - Lifetime JPH0733661B2 (en) | 1990-12-14 | 1990-12-14 | anchor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0733661B2 (en) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61117324A (en) * | 1984-11-12 | 1986-06-04 | Kajima Corp | Earth anchor |
| JPH047228Y2 (en) * | 1986-01-30 | 1992-02-26 | ||
| JPS62236919A (en) * | 1986-04-04 | 1987-10-17 | Kajima Corp | Method of setting earth anchor |
| JPH0437956Y2 (en) * | 1987-03-23 | 1992-09-07 | ||
| JPH047230Y2 (en) * | 1987-06-23 | 1992-02-26 |
-
1990
- 1990-12-14 JP JP2410654A patent/JPH0733661B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04216714A (en) | 1992-08-06 |
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