JPH0733658B2 - Anchor head - Google Patents
Anchor headInfo
- Publication number
- JPH0733658B2 JPH0733658B2 JP3164998A JP16499891A JPH0733658B2 JP H0733658 B2 JPH0733658 B2 JP H0733658B2 JP 3164998 A JP3164998 A JP 3164998A JP 16499891 A JP16499891 A JP 16499891A JP H0733658 B2 JPH0733658 B2 JP H0733658B2
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- insertion hole
- tension
- anchor
- fiber
- 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)
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明はアンカーを地上で固定
するアンカーヘッドに関するものであり、特に多数本の
細径合成樹脂繊維を引張材として使用したアンカーのア
ンカーヘッド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 head for fixing anchors on the ground, and more particularly to an anchor head for an anchor using a large number of small diameter synthetic resin fibers as a tension material.
【0002】[0002]
【従来の技術】アンカーの引張材として、従来は鋼より
線等の鋼製の引張材が使用されている。このような鋼製
の引張材は錆付くことがあり、この錆付いた引張材が破
断することがあることが重大な問題であった。このため
に、引張材として錆付かないような材質のものを採用す
ることが望まれる。このような錆びない材質の引張材と
して、例えば特開昭64ー29521号公報や実開平1
ー96927号公報に記載されているような繊維強化プ
ラスチック(FRP)を材料とした引張材が使用されて
いる。2. Description of the Related Art Conventionally, a tensile member made of steel such as a stranded steel wire has been used as a tensile member of an anchor. Such a steel tensile member may be rusted, and the rusted tensile member may be broken, which is a serious problem. For this reason, it is desirable to use a material that does not rust as the tensile material. As such a tension material which does not rust, for example, Japanese Patent Laid-Open No. 64-29521 and Japanese Utility Model Laid-Open No.
A tensile member made of fiber reinforced plastic (FRP) as described in Japanese Patent Publication No. 96927 is used.
【0003】[0003]
【この発明が解決しようとする課題】しかし上記した繊
維強化プラスチックからなる引張材は、従来の鋼製の引
張材と同じく一本のロッド状の部材である。折角錆び付
かない材質の引張材を採用しても、従来と同じ一本のロ
ッド状の部材であっては、付着する面積は従来の鋼製引
張材と変わらず、大きな付着力を得ることができない。
このためにポリプロピレンなどの細径の合成樹脂繊維を
繊維のまま多数本を削孔に挿入して、繊維がバラけた状
態でセメントミルクなどを削孔に注入して、各繊維の一
本一本の全周面がセメントミルクと付着して、大きな付
着面積を得ることが考えられる。However, the tensile member made of the above-mentioned fiber reinforced plastic is a single rod-shaped member like the conventional tensile member made of steel. Even if a tensile member made of a material that does not rust easily is used, the same area as that of the conventional steel tensile member can be obtained with the same rod-shaped member as the conventional one, and a large adhesive force can be obtained. Can not.
For this purpose, insert a large number of thin synthetic resin fibers such as polypropylene into the holes, and inject the cement milk into the holes when the fibers are scattered, It is conceivable that the entire peripheral surface of (1) adheres to the cement milk to obtain a large adhesion area.
【0004】しかし、このようなバラけた繊維ままの合
成樹脂繊維を引張材と使用する場合の課題は、どのよう
にして地上側の端を固定するかである。前述したように
繊維強化プラスチック製のロッドであれば、ロッドの先
端にくさびなどを打ち込んで径を開かせ、これによって
ロッドの端部をアンカーヘッドに引っ掛けることが可能
である。しかしバラけた多数本の繊維であればくさびな
どを打ち込むことは不可能で、全く新しい固定方法を採
用したアンカーヘッドの開発が必要である。[0004] However, the problem in using such a synthetic resin fiber as a loose fiber as a tension material is how to fix the end on the ground side. As described above, in the case of a rod made of fiber reinforced plastic, it is possible to hit the tip of the rod with a wedge or the like to open the diameter and thereby hook the end portion of the rod to the anchor head. However, it is impossible to drive wedges with a large number of loose fibers, and it is necessary to develop an anchor head that uses a completely new fixing method.
【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、錆付かない合成樹脂繊維を引張材
として使用したアンカーにおいて、このバラけた多数本
の繊維状態の細径合成樹脂繊維を強固に固定することの
できるアンカーヘッドを提供することを目的とする。The present invention has been made in order to solve the above problems, and in an anchor using synthetic resin fibers that do not rust as a tensile material, a large number of the thin synthetic resin fibers in a discontinuous fiber state. It is an object of the present invention to provide an anchor head capable of firmly fixing the anchor.
【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
ーヘッドは、合成樹脂繊維を引張材として使用したアン
カーに使用するものである。地上において固定するアン
カーを固定する定着部材には引張材挿通孔が貫通してあ
る。引張材挿通孔の内径は地山に向かって徐々に小さく
なっている。この引張材挿通孔にアンカーの引張材であ
る細径合成樹脂繊維の端部を通す。合成樹脂繊維は多数
本のバラけた繊維状態のままである。バラけた合成樹脂
繊維を挿通孔の内周面に沿わせて放射状にほぼ繊維層が
一定となるようにする。半裁円錐状で周面に穴を開けた
コーンを挿通孔内に配置して、細径合成樹脂繊維を押え
る。引張材挿通孔内に硬化材を充填してコーンの内外の
硬化材と細径合成樹脂繊維を付着一体化させる。硬化材
は繊維の間に入り込んで付着し、硬化材は引張材挿通孔
内でコーンを内側に内包した状態でほぼ円錐形となる。
この繊維が付着した円錐形の硬化材によって繊維が固定
される。前記細径合成樹脂繊維としてはポリプロピレン
繊維,カーボン繊維,ポリエチレン繊維などが採用でき
る。The anchor head according to the present invention is used for an anchor using synthetic resin fibers as a tension material. A tension member insertion hole penetrates through a fixing member that fixes an anchor that is fixed on the ground. The inner diameter of the tension material insertion hole gradually decreases toward the ground. The ends of the thin synthetic resin fibers, which are the tension members of the anchor, are passed through the tension member insertion holes. Synthetic resin fibers remain in a state of many disjointed fibers. The disjointed synthetic resin fibers are arranged along the inner peripheral surface of the insertion hole so that the fiber layer becomes substantially uniform radially. A semi-cone-shaped cone having a hole on the peripheral surface is placed in the insertion hole to hold the small diameter synthetic resin fiber. The hardening material is filled in the tension material insertion hole, and the hardening material inside and outside the cone and the small diameter synthetic resin fiber are attached and integrated. The hardening material penetrates between the fibers and adheres thereto, and the hardening material has a substantially conical shape with the cone inside the tension material insertion hole.
The fibers are fixed by the cone-shaped hardening material to which the fibers are attached. As the small diameter synthetic resin fiber, polypropylene fiber, carbon fiber, polyethylene fiber or the like can be adopted.
【0007】[0007]
【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は引張材であって、細径
合成樹脂繊が使用されている。細径とは数ミクロンとい
う細さであり、実施例ではポリプロピレン繊維が使用さ
れている。この細径合成樹脂繊維をバラけた状態で多数
本使用する。2は鋼管等からなるグラウト注入ホースで
あり、実施例では外周面に波型の凹凸のある異形ホース
が使用されている。このグラウト注入ホース2の周囲に
添わし、細径合成樹脂繊維を束ねて層となるように配設
する。細径合成樹脂の層は、図2・3に示すように、周
方向に均等に配置されるようにする。細径合成樹脂繊維
は、ホース2の長手方向に適宜間隔づつ離した位置でひ
も3によって束ねてある。引張材1の自由長部部分はポ
リエチレンなどの合成樹脂製の自由長部シース4内に通
してある。自由長部シース4内にはグリースが充填して
ある。引張材1の定着部部分はバラけた細径合成樹脂繊
維のまま剥出してある。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 is a tensile member, and thin synthetic resin fiber is used. The small diameter is as small as several microns, and polypropylene fibers are used in the examples. A large number of these small diameter synthetic resin fibers are used in a separated state. Reference numeral 2 is a grout injection hose made of a steel pipe or the like. In the embodiment, a deformed hose having corrugated irregularities on the outer peripheral surface is used. Along the circumference of this grout injection hose 2, thin diameter synthetic resin fibers are bundled and arranged so as to form a layer. The layers of the small diameter synthetic resin are arranged evenly in the circumferential direction as shown in FIGS. The small-diameter synthetic resin fibers are bundled by the string 3 at positions separated by appropriate intervals in the longitudinal direction of the hose 2. The free length portion of the tension member 1 is passed through a free length sheath 4 made of synthetic resin such as polyethylene. The free length sheath 4 is filled with grease. The fixing portion of the tensile member 1 is left as it is in a small diameter synthetic resin fiber.
【0008】以上のようなアンカーを掘削孔5内に挿入
する。引張材1である細径合成樹脂繊維は屈曲し易い
が、グラウト注入ホース2の外周に沿わしてあるため、
屈曲しないように掘削孔5内に挿入できる。グラウト注
入ホース2を通して掘削孔5内にセメント系グラウト材
6を注入する。グラウト材6を充填しながら、注入ホー
ス2を掘削孔5から徐々に引き抜く。グラウト材6に定
着部の剥出しとなった細径合成樹脂繊維が付着し、アン
カーが定着される。自由長部は自由長部シース4内に通
してあるため、引張材1は付着せず、プレストレス力を
与えることによって自由に伸長することができる。The anchor as described above is inserted into the excavation hole 5. The small diameter synthetic resin fiber that is the tensile member 1 is easily bent, but since it extends along the outer periphery of the grout injection hose 2,
It can be inserted into the excavation hole 5 so as not to bend. The cement-based grout material 6 is injected into the excavation hole 5 through the grout injection hose 2. While filling the grout material 6, the injection hose 2 is gradually pulled out from the excavation hole 5. The small-diameter synthetic resin fibers exposed at the fixing portion adhere to the grout material 6, and the anchor is fixed. Since the free length portion is passed through the free length sheath 4, the tension member 1 does not adhere and can be freely extended by applying a prestressing force.
【0009】図4に示すのは、アンカーの引張材1を固
定するアンカーヘッドであり、鋼製で盤状の定着部材8
の中心に引張材挿通孔7が貫通してある。引張材挿通孔
7の内径は、地山側に行くにつれて徐々に小さくなって
いる。この定着部材8の引張材挿通孔7内に自由長部シ
ース4から突出させた引張材1である細径合成樹脂繊維
の地上からの突出部分を通す。この細径合成樹脂繊維
を、バラけた状態で引張材挿通孔7の内周面に放射状に
添わす。これら細径合成樹脂繊維を押えるように半裁円
錐形状のコーン9が引張材挿通孔7内を配置する。実施
例ではコーン9の周面には複数の穴10が多数開けてあ
るが、網によってコーン9を形成することもできる。FIG. 4 shows an anchor head for fixing the tension member 1 of the anchor, which is made of steel and has a disk-shaped fixing member 8.
A tensile member insertion hole 7 penetrates through the center of the. The inner diameter of the tension material insertion hole 7 is gradually reduced toward the natural ground side. A portion of the thin synthetic resin fiber, which is the tension material 1 and which is projected from the free length sheath 4, is projected from the ground into the tension material insertion hole 7 of the fixing member 8. The thin synthetic resin fibers are radially added to the inner peripheral surface of the tension member insertion hole 7 in a disjointed state. A semi-conical cone 9 is arranged in the tension member insertion hole 7 so as to press these thin synthetic resin fibers. Although a plurality of holes 10 are formed on the peripheral surface of the cone 9 in the embodiment, the cone 9 may be formed by a net.
【0010】コーン9によって多数本の繊維を引張材挿
通孔7の内周面に押さえつけた状態で、セメント系グラ
ウト材などの硬化材11を充填して硬化させる。硬化材
11が硬化することによって繊維と付着して、引張材1
が固定される。引張材挿通孔7は内径が地山側に行くに
つれて徐々に小さくなっているため、その中に充填した
硬化材11はほぼ円錐形をしている。したがって硬化材
11がくさびのように引張材挿通孔7の内周面とかみ合
って抜けることがない。また多数本の繊維はその各全周
面が硬化材11と付着しており、その連結は強固であ
る。While a large number of fibers are pressed against the inner peripheral surface of the tension material insertion hole 7 by the cone 9, a hardening material 11 such as cement-based grout material is filled and hardened. When the hardened material 11 is hardened, the hardened material 11 adheres to the fibers and the tensile member 1
Is fixed. Since the inner diameter of the tension material insertion hole 7 is gradually reduced toward the natural ground side, the hardened material 11 filled therein has a substantially conical shape. Therefore, unlike the wedge, the hardened material 11 does not engage with the inner peripheral surface of the tension material insertion hole 7 and come out. Moreover, each of the many fibers is attached to the hardened material 11 on all the circumferential surfaces thereof, and the connection is strong.
【0011】[0011]
【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。くさびなどを打ち込め
ない繊維の状態の引張材を、その各繊維の全周面を硬化
材と付着させることによって固定するため、繊維状態の
まま固定することが可能である。地上に向かって内径
が徐々に小さくなる引張材挿通孔内に合成樹脂繊維を配
設して、硬化材により付着一体化させるため、硬化材は
挿通孔内にてくさび状に挿通孔内周面とかみ合って、抜
ける恐れがない。引張材挿通孔内に放射状に配した繊
維を、コーンによって押さえるため、繊維が一ヶ所に偏
らずに放射状に拡り、引張材と挿通孔内周面とのかみ合
わせが良好となり、より強固な固定が可能となる。The present invention has the above-mentioned structure and can obtain the following effects. Since the tensile material in a fiber state in which a wedge or the like cannot be driven is fixed by adhering the entire circumferential surface of each fiber to the hardening material, it is possible to fix the fiber material in the fiber state. The synthetic resin fiber is placed in the tension material insertion hole whose inner diameter gradually decreases toward the ground, and the hardening material is adhered and integrated by the hardening material, so the hardening material is wedge-shaped inside the insertion hole. There is no fear that it will come out. Since the fibers radially arranged in the tension material insertion hole are pressed by the cone, the fibers are spread radially without being concentrated in one place, and the tension material and the inner peripheral surface of the insertion hole are well meshed, and a stronger fixation is achieved. Is possible.
【図1】アンカーの全体図である。FIG. 1 is an overall view of an anchor.
【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.
【図3】図1のB−B線断面図である。FIG. 3 is a sectional view taken along line BB of FIG.
【図4】アンカーヘッドの斜視図である。FIG. 4 is a perspective view of an anchor head.
【図5】その断面図である。FIG. 5 is a sectional view thereof.
1 引張材 2 グラウト注入ホース 3 ひも 4 自由長部シース 5 掘削孔 6 グラウト材 7 引張材挿通孔 8 定着部材 9 コーン 10 穴 11 硬化材 1 Tensile Material 2 Grout Injection Hose 3 String 4 Free Length Sheath 5 Drilling Hole 6 Grout Material 7 Tensile Material Insertion Hole 8 Fixing Member 9 Cone 10 Hole 11 Hardening Material
Claims (1)
材に地山に向かって徐々に内径が小さくなる引張材挿通
孔を貫通し、この引張材挿通孔にアンカーの引張材とな
る多数本のバラけた細径合成樹脂繊維を位置させて内周
面に沿わせて放射状にほぼ繊維層が一定となるよう均等
に配設し、この細径合成樹脂繊維を押えるように半裁円
錐状で周面に穴を開けたコーンを配置し、引張材挿通孔
内に硬化材を充填してコーンの内外の硬化材と細径合成
樹脂繊維とを付着一体化させて固定したことを特徴とす
るアンカーヘッド。1. A fixing member for fixing an anchor on the ground penetrates through a tension material insertion hole whose inner diameter is gradually reduced toward the ground, and a large number of loosened material serving as tension members of the anchor are inserted into the tension material insertion hole. The small diameter synthetic resin fibers are positioned and evenly arranged along the inner peripheral surface so that the fiber layer is substantially uniform in radial direction, and a hole is formed in the peripheral surface in a semi-conical shape so as to press the small diameter synthetic resin fibers. An anchor head characterized in that an opened cone is arranged, and a hardening material is filled in the tension material insertion hole, and the hardening material inside and outside the cone and the small-diameter synthetic resin fiber are attached and integrated to be fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3164998A JPH0733658B2 (en) | 1991-06-10 | 1991-06-10 | Anchor head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3164998A JPH0733658B2 (en) | 1991-06-10 | 1991-06-10 | Anchor head |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04363415A JPH04363415A (en) | 1992-12-16 |
| JPH0733658B2 true JPH0733658B2 (en) | 1995-04-12 |
Family
ID=15803904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3164998A Expired - Lifetime JPH0733658B2 (en) | 1991-06-10 | 1991-06-10 | Anchor head |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0733658B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6429521A (en) * | 1987-07-25 | 1989-01-31 | Shimizu Construction Co Ltd | Ground anchor and its fixing device |
| JPH0542169Y2 (en) * | 1987-12-18 | 1993-10-25 |
-
1991
- 1991-06-10 JP JP3164998A patent/JPH0733658B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04363415A (en) | 1992-12-16 |
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