JP2684167B2 - Ground anchor Ground fixing structure - Google Patents

Ground anchor Ground fixing structure

Info

Publication number
JP2684167B2
JP2684167B2 JP26476095A JP26476095A JP2684167B2 JP 2684167 B2 JP2684167 B2 JP 2684167B2 JP 26476095 A JP26476095 A JP 26476095A JP 26476095 A JP26476095 A JP 26476095A JP 2684167 B2 JP2684167 B2 JP 2684167B2
Authority
JP
Japan
Prior art keywords
ground
tension member
tension
curved surface
ground anchor
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 - Fee Related
Application number
JP26476095A
Other languages
Japanese (ja)
Other versions
JPH0978577A (en
Inventor
典道 右田
Original Assignee
新技術工営株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 新技術工営株式会社 filed Critical 新技術工営株式会社
Priority to JP26476095A priority Critical patent/JP2684167B2/en
Publication of JPH0978577A publication Critical patent/JPH0978577A/en
Application granted granted Critical
Publication of JP2684167B2 publication Critical patent/JP2684167B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ビル・建築物の地
中壁の構築、また土留めや法面保護等のためのグラウン
ドアンカー打設において、引張り材の緊張・止着を土留
め部材に垂直な向きに行えるグラウンドアンカー地上定
着構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the construction of underground walls of buildings and ground anchors for earth retaining and slope protection for the purpose of earth tensioning and fastening of tension members. Ground anchors that can be installed in a direction perpendicular to the ground.

【0002】[0002]

【従来の技術】従来、グラウンドアンカーを打設する場
合、地盤表面に対して傾角をつけて打設し、そのまま定
着していた。図8に示すようにグラウンドアンカーの地
上定着部2は地盤12表面の土留め部材11に対し直角
に力を伝えてこれを保持する仕組みであるが、傾角のつ
いた引張り材9と定着させた状態で土留め部材11に力
を有効に伝える必要から、台座3が傾斜面を備えた大き
なものとなり、無駄になる空間が多かった。また、引張
り材9は傾いて地盤表面から露出しており、土留め部材
11に取付ける腹起こし6の間隔を、この引張り材9に
干渉しないように広くしているため、台座3にかかる応
力も大きく、台座3を必要以上に大型の丈夫な構造にし
なければならず、コスト高も招いていた。さらに、地上
定着部に対し引張り材も緊張・定着させる作業も、全体
が大きく傾角した状態で行わなければならないため、作
業性が悪かった。
2. Description of the Related Art Conventionally, when setting a ground anchor, the ground anchor has been set with an inclination with respect to the ground surface and fixed as it is. As shown in FIG. 8, the ground anchoring portion 2 of the ground anchor is a mechanism for transmitting a force at a right angle to the earth retaining member 11 on the surface of the ground 12 and holding the earth retaining member 11, but it is fixed to the tension member 9 with an inclination angle. Since it is necessary to effectively transmit the force to the soil retaining member 11 in this state, the pedestal 3 has a large size with an inclined surface, and there is a lot of wasted space. Further, since the tension member 9 is tilted and exposed from the ground surface, and the interval between the bellows rising 6 attached to the soil retaining member 11 is wide so as not to interfere with the tension member 9, stress applied to the pedestal 3 is also increased. The pedestal 3 had to be large and had an unnecessarily large and durable structure, which resulted in high cost. Further, the work of tensioning and fixing the tension member to the above-ground fixing portion also has to be performed in a state in which the whole is greatly inclined, so that workability is poor.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、上記した問題点を解消し、引張り材の緊張
・止着の向きを土留め部材と直角にして定着作業が行い
やすく、また、地上定着部をコンパクトにでき無駄にな
るスペースを減らせ、低コスト化がはかれるグラウンド
アンカー地上定着構造を提供することにある。
SUMMARY OF THE INVENTION The problem to be solved by the present invention is to solve the above-mentioned problems and facilitate the fixing work by setting the tension / tightening direction of the tension member at right angles to the earth retaining member, Another object of the present invention is to provide a ground anchor ground fixing structure which can make the ground fixing portion compact, reduce the wasted space, and reduce the cost.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 地盤を支える土留め部材を地盤表面に固定するグ
ラウンドアンカーにおいて、グラウンドアンカーの引張
り材の地上露出部を可撓性のある線材とすると共に、土
留め部材の腹起こしの内部に引張り材を沿わせて土留め
部材に対し直角の方向に曲げる滑らかな曲面をもつ案内
手段を設け、引張り材を曲げて直角方向に向けた部分を
緊張させた状態で腹起こしに止着したことを特徴とする
グラウンドアンカー地上定着構造 2) 前記引張り材の地上露出部を、外周にシースの付
いた金属より線とすると共に、先端にねじ部を設け、こ
れにナット型の定着具を螺合して腹起こしに止着する構
成とした、前記1)に記載のグラウンドアンカー地上定
着構造 3) 前記案内手段として、腹起こし内部に所定の曲率
を持つ湾曲面を備えた部材を揺動自在に設けて、同部材
の湾曲面に引張り材を沿わせるようにした、前記1)ま
たは2)に記載のグラウンドアンカー地上定着構造 4) 前記案内手段として、腹起こし内部に所定の径の
曲面を備えた部材を回動自在に設けて、同部材の曲面に
引張り材を沿わせるようにした、前記1)または2)に
記載のグラウンドアンカー地上定着構造 にある。
Means for Solving the Problems The constitution of the present invention which has solved the above problems is as follows: 1) In a ground anchor for fixing an earth retaining member for supporting the ground to the surface of the ground, a ground exposed portion of a tension member of the ground anchor is flexible. In addition to providing a flexible wire, a guide means with a smooth curved surface that bends the tension member along the inside of the anti-raising member of the earth retaining member and bends in the direction perpendicular to the soil retaining member is provided. Ground anchor ground anchoring structure characterized in that it is fastened and fastened in a state in which the portion directed toward is tensioned 2) The ground exposed portion of the tension member is a metal strand with a sheath on the outer periphery, and The ground anchor ground fixing structure according to 1), wherein a screw portion is provided at the tip, and a nut-type fixing tool is screwed onto the tip of the fixing member to abdomen. Then, a member having a curved surface having a predetermined curvature is swingably provided inside the abdomen, and the tension member is arranged along the curved surface of the member. Ground anchor ground fixing structure 4) As the guiding means, a member having a curved surface with a predetermined diameter is rotatably provided inside the abdomen, and the tensile member is made to follow the curved surface of the member, 1). Or it is in the ground anchor ground anchoring structure described in 2).

【0005】[0005]

【作用】本発明のグラウンドアンカー地上定着構造で
は、表面に土留め部材を設置した地盤に対し傾角をつけ
てグラウンドアンカーの地中定着部および引張り材を打
設した後、土留め部材表面の引張り材地上露出部分に腹
起こしを正しい位置関係で取付け、案内手段を腹起こし
内部に取付けると同時に、引張り材を案内手段に沿って
曲げ、地盤及び土留め部材に対し直角な向きに合わせ
る。こうして直角方向にした引張り材に地上定着部とし
て台座及び定着具を通し、下から保持しながら腹起こし
に据付ける。このようにしてグラウンドアンカーの地上
定着部の定着が行える状態となったら、ジャッキ等を用
いて直角方向に引張り材を緊張する。引張り材は緊張に
よって多少変位するが、案内手段に沿う位置にある部分
は可撓性により案内手段に従って抵抗なく曲がり、緊張
力をそのまま地中定着部に伝えることができる。地上定
着部と引張り材間に所定の緊張力が発生したら、定着具
により引張り材を腹起こしに確実に止着する。引張り材
を途中で曲げている状態でも、直線状の場合と同様に地
上定着部から腹起こしを通じて土留め部材へ支圧力を確
実に与えることができ、地盤を安定に保持する。
In the ground anchor ground anchoring structure of the present invention, the ground anchoring portion of the ground anchor and the tension member are driven at an angle with respect to the ground having the earth anchoring member on the surface, and then the surface of the earth anchoring member is pulled. At the same time, the bellows is attached to the exposed portion of the material on the ground in a correct positional relationship, and the guide means is raised and installed inside, and at the same time, the tension member is bent along the guide means and aligned in a direction perpendicular to the ground and the soil retaining member. In this way, the pedestal and the fixing tool as the aboveground fixing portion are passed through the tension member which is oriented in the right angle direction, and it is installed in the abdomen while holding it from below. When the ground anchoring portion of the ground anchor is ready to be fixed in this manner, the tension member is tensioned in the right angle direction using a jack or the like. Although the tension member is displaced a little due to the tension, the portion along the guide means is flexible and bends without resistance according to the guide means, and the tension force can be transmitted to the underground fixing portion as it is. When a predetermined tension force is generated between the above-ground fixing portion and the tension member, the tension member is securely affixed and fixed by the fixing tool. Even when the tension member is bent in the middle, as in the case of the straight shape, a supporting pressure can be surely applied to the earth retaining member through the abdomen rising from the ground fixing portion, and the ground is stably held.

【0006】引張り材の地上露出部をシース付のより線
とすると共に、先端にねじ部を設けた構成では、引張り
材を案内手段に沿って曲げて地盤および土留め部材に対
し直角とし、地上定着部を据付け、土留め部材と直角に
引張り材を緊張して所定の緊張力を発生させたら、引張
り材先端のねじ部に螺合させたナット型の定着具を締付
けて引張り材を腹起こしに止着する。
In the structure in which the above-ground exposed portion of the tension member is a stranded wire with a sheath and the tip is provided with a screw portion, the tension member is bent along the guide means to be at right angles to the ground and the earth retaining member, After installing the fixing part and tensioning the tension member at a right angle to the soil retaining member to generate a predetermined tension force, tighten the nut type fixing tool screwed into the screw part at the tip of the tension member and raise the tension member. Fasten to.

【0007】湾曲面を備えた案内手段を揺動自在に設け
た構成では、引張り材は案内手段の湾曲面に沿う形に曲
げ、地盤および土留め部材に対し直角の向きに合わせ
る。定着の際に引張り材を緊張すると、案内手段が湾曲
面に沿った引張り材を緊張すると、案内手段が湾曲面に
沿った引張り材に伴って揺動しながら引張り材をスムー
ズに変位させることができ、引張り材のみ変位して案内
手段と摩擦で擦れ合うことがなく、引張り材および案内
手段の互いの接触面がほとんど損傷しない。
In the structure in which the guide means having the curved surface is swingably provided, the tension member is bent in a shape along the curved surface of the guide means and is aligned in a direction perpendicular to the ground and the soil retaining member. When the tension member is tensioned during fixing, when the guide means tensions the tension member along the curved surface, the guide means can smoothly displace the tension member while swinging along with the tension member along the curved surface. Therefore, only the tensile member is not displaced and rubs against the guide means by friction, and the mutual contact surfaces of the tensile member and the guide means are hardly damaged.

【0008】回転体とした案内手段を回動自在に設けた
構成では、引張り材は案内手段の曲面に沿う形に曲げ、
地盤および土留め部材に対し直角の向きに合わせる。引
張り材を緊張すると、案内手段は曲面に沿う引張り材に
伴って回動しながら引張り材をスムーズに変位させら
れ、摩擦で擦れ合わず引張り材の損傷が少ない。
In the structure in which the guide means which is a rotating body is rotatably provided, the tension member is bent along the curved surface of the guide means.
Orient it at right angles to the ground and earth retaining members. When the tension member is tensioned, the guide member is smoothly displaced while rotating along with the tension member along the curved surface, and the tension member is not rubbed with each other due to friction, so that the tension member is less damaged.

【0009】[0009]

【発明の実施の形態】本発明における引張り材の案内手
段としては、固定の滑らかな湾曲面を備えたものや、湾
曲面を備え揺動可能としたもの、円筒面を備え回動可能
としたもの、さらに、固定の芯材の外周にパイプ状の回
動面を回動自在に設けたもの、などを用いる。望ましく
は、引張り材と接触して摩擦抵抗が生じないよう、回動
や揺動するものがよい。また、引張り材と接触するこれ
らの面には、引張り材が緊張方向以外にずれにくくなる
よう溝状の連続した凹み等を設けてもかまわない。
BEST MODE FOR CARRYING OUT THE INVENTION As a guide means for a tension member in the present invention, one having a fixed smooth curved surface, one having a curved surface and capable of swinging, and one having a cylindrical surface and rotatable. Further, a fixed core material having a pipe-shaped rotation surface rotatably provided on the outer periphery thereof is used. Desirably, the one that rotates or swings so as not to generate frictional resistance by contact with the tension member. Further, these surfaces that come into contact with the tensile member may be provided with groove-shaped continuous depressions or the like so that the tensile member is less likely to be displaced in a direction other than the tension direction.

【0010】本発明の地上定着部を据付ける腹起こし
は、前記案内手段を内部に収容できる大きさに設ける。
主にH形鋼を一組用いて台座が十分据付けられる間隔に
設けるものが多いが、台座を据付け、支持できる強度を
備えていれば、案内手段を内部に収容可能で、引張り材
を通す孔を設けた箱型や溝型断面の一体形の腹起こしと
してもよい。なお、鋼製が主であるこの腹起こしの土留
め部材への取付け方法は、土留め部材が鋼材の場合は溶
接が多く用いられ、土留め部材が鉄筋または鉄骨コンク
リート製の場合は、土留め部材表面のコンクリートを削
って芯材の鉄筋・鉄骨に直接腹起こしを溶接したり、ホ
ールアンカーというグラウンドアンカーとは別の小型ア
ンカーを用いて腹起こしを土留め部材に定着したり、ま
た、土留め部材に所定の大きさの孔を設け、この孔にぴ
ったり合うようにした腹起こしの一部を嵌合させて固定
したりといった方法が主に用いられる。
The abdomen for installing the above-ground fixing portion of the present invention is provided in such a size that the guide means can be housed inside.
Mostly, one set of H-shaped steel is used to provide the pedestal at sufficient intervals, but if the pedestal can be installed and supported with sufficient strength, the guide means can be housed inside and the hole through which the tension member is passed. It may be a box-shaped or groove-shaped cross-section provided with. As for the method of attaching the bellows to the earth retaining member, which is mainly made of steel, welding is often used when the earth retaining member is made of steel, and when the earth retaining member is made of rebar or steel concrete, the earth retaining member is used. The concrete on the surface of the member is shaved and the abdomen is welded directly to the reinforcing bar / steel of the core material, the abdomen is anchored to the soil retaining member using a small anchor called a ground anchor, which is different from the ground anchor. A method is mainly used in which a hole having a predetermined size is provided in the fastening member and a part of the abdomen upright that is fitted into the hole is fitted and fixed.

【0011】本発明に用いる定着具は、引張り材先端に
設けたねじ部への螺合により定着を行うナット型のもの
と、引張り材と台座の隙間にくさびを打込んで引張り材
が動かないよう留めて定着させるくさび型のものの、い
ずれを用いてもよい。
The fixing tool used in the present invention is of a nut type for fixing by screwing into a screw portion provided at the tip of the tension member, and a tension member does not move by driving a wedge into the gap between the tension member and the pedestal. Any of the wedge-shaped ones that are fastened and fixed may be used.

【0012】[0012]

【実施例】本発明の実施例を図面に基づいて説明する。
本実施例は案内手段として溝付きの円筒面をもつ回転体
を設け、引張り材の地上露出部をシース付の鋼より線と
すると共に、先端にねじ部を設けた構造例である。図1
は実施例を採用したグラウンドアンカーを示す説明図、
図2は実施例の要部を示す説明図、図3は実施例の案内
手段を示す背面図、図4は実施例の引張り材のベンド部
を示す断面図、図5は実施例の設置工程を示す説明図、
図6は実施例の案内手段の他の例を示す説明図、図7は
実施例の案内手段の別の他の例を示す説明図、図8は実
施例を採用したグラウンドアンカーの他の例を示す説明
図である。
An embodiment of the present invention will be described with reference to the drawings.
This embodiment is a structural example in which a rotating body having a grooved cylindrical surface is provided as a guiding means, the ground exposed portion of the tension member is a steel strand with a sheath, and a screw portion is provided at the tip. FIG.
Is an explanatory view showing a ground anchor adopting the embodiment,
2 is an explanatory view showing the main part of the embodiment, FIG. 3 is a rear view showing the guide means of the embodiment, FIG. 4 is a cross-sectional view showing the bend portion of the tension member of the embodiment, and FIG. 5 is an installation process of the embodiment. An explanatory diagram showing
6 is an explanatory view showing another example of the guiding means of the embodiment, FIG. 7 is an explanatory view showing another example of the guiding means of the embodiment, and FIG. 8 is another example of the ground anchor adopting the embodiment. FIG.

【0013】本実施例のグラウンドアンカー地上定着構
造では、鋼材からなる土留め部材11を設置した地盤1
2表面に対し、所定の傾角をつけて打設されたグラウン
ドアンカー1の、地中定着部10から直線状に延びた引
張り材9を、地盤12および土留め部材11の表面に対
し直交する向きに案内する案内手段7を設けることで、
面に直角に緊張・定着作業が行える仕組みとしている。
案内手段7は、土留め部材11に溶接で取付けられ腹起
こし6をなす一組のH形鋼6aに挟まれた内側部分に、
回動自在に支持枠8に取付けた形に設けている。この案
内手段7は円筒形の回転体であり、引張り材9と接触す
る外周の曲面7aには、引張り材9の横ずれを防ぐ案内
溝7bを形成している。そして、案内手段7は、打設当
初の直線状の引張り材9と曲面7aが接触する位置に設
けるようにして、引張り材9の地上露出部を曲面7aと
の接触点からそのまま沿わせて土留め部材11に対し直
角方向に曲げるのを可能にしている。この案内手段7に
従って曲がる引張り材9の地上露出部の所定の区間は、
ベンド部9bとして、細い鋼線をより合わせた後圧着器
で締めてまとめた可撓性をもつPC鋼より線9dを、シ
ース9eを外周に被せて、地中部9cとねじ部9aの中
間に継いだ形に連結した構造としている。案内手段7を
内部に収容する腹起こし6は、打設当初、傾いた直線状
で露出していた引張り材9を水平に曲げて定着する分、
干渉を考慮せずに済み、土留め部材11へのH形鋼6a
の取付け間隔を詰めてコンパクト化できる。グラウンド
アンカー1の地上定着部2は、台座3と支圧板4、定着
具5からなり、このうち直接腹起こし6に据付ける台座
3は、引張り材9の緊張方向と土留め部材11および地
盤12への支圧方向が一致したことと、腹起こし6をな
すH形鋼6aの間隔が詰まったことにより、台座3内部
にかかる応力が減少するため、小型でシンプルな板状の
ものにできる。定着具5には、引張り材9のねじ部9a
と組合せて用いる、再緊張も行いやすい一般的なナット
型のものである。
In the ground anchor ground anchoring structure of this embodiment, the ground 1 on which the earth retaining member 11 made of steel is installed.
2 A direction in which the tension member 9 of the ground anchor 1 placed with a predetermined inclination with respect to the surface extends linearly from the underground fixing portion 10 and is orthogonal to the surfaces of the ground 12 and the soil retaining member 11. By providing the guide means 7 for guiding to
The system allows tensioning and fixing work at right angles to the surface.
The guide means 7 is attached to the earth retaining member 11 by welding, and is attached to the inner portion sandwiched by a pair of H-shaped steels 6a forming the bellows 6,
It is provided so as to be rotatable and attached to the support frame 8. The guiding means 7 is a cylindrical rotating body, and a guide groove 7b for preventing lateral displacement of the tension member 9 is formed on the curved surface 7a on the outer periphery which contacts the tension member 9. Then, the guide means 7 is provided at a position where the linear tension member 9 and the curved surface 7a at the time of placing the first contact portion are in contact with each other, and the ground exposed portion of the tension member 9 is directly moved from the contact point with the curved surface 7a to the soil. It is possible to bend in a direction perpendicular to the fastening member 11. The predetermined section of the above-ground exposed portion of the tension member 9 that bends according to this guide means 7
As the bend portion 9b, a flexible PC steel stranded wire 9d, which is obtained by twisting thin steel wires together and then tightening with a crimping device, is covered with a sheath 9e in the middle of the underground portion 9c and the screw portion 9a. It has a structure that is connected in a continuous form. The abdomen uplifting 6 which accommodates the guide means 7 therein is bent by the tension member 9 exposed in a straight line at the beginning of driving, and is fixed by bending the tension member 9 horizontally.
H-shaped steel 6a to earth retaining member 11 without considering interference
It can be made compact by reducing the mounting interval of. The ground anchoring portion 2 of the ground anchor 1 is composed of a pedestal 3, a bearing plate 4, and a fixing tool 5. Of these, the pedestal 3 which is directly installed on the abdomen 6 is the tension direction of the tension member 9 and the earth retaining member 11 and the ground 12. The stress applied to the inside of the pedestal 3 is reduced due to the fact that the directions of bearing pressure to the same are coincident with each other and the gap between the H-shaped steels 6a forming the bellows 6 is reduced, so that a small and simple plate-like member can be obtained. The fixing member 5 has a threaded portion 9 a of the tension member 9.
It is a general nut type that is used in combination with and easy to re-tension.

【0014】本実施例の案内手段7の他の例として、所
定の曲率の湾曲面7cを備えた揺動部材を、湾曲面7c
の曲率中心を揺動中心として腹起こし6内部に揺動自在
に取付けた例を示す(図6参照)。また、本実施例の案
内手段7の別の他の例として、滑らかな円弧状の湾曲面
7cを備えた部材を腹起こし6内部に固定した例を示す
(図7参照)。いずれの例も、湾曲面7cが打設当初の
直線状の引張り材9と接触可能な位置にくるようにして
腹起こし6内部に設ける。
As another example of the guide means 7 of this embodiment, a swing member having a curved surface 7c having a predetermined curvature is a curved surface 7c.
The following is an example in which the center of curvature is used as a swing center and the bellows are erected and swingably mounted inside 6 (see FIG. 6). In addition, as another example of the guide means 7 of the present embodiment, an example in which a member having a smooth arcuate curved surface 7c is raised and fixed inside the body 6 (see FIG. 7). In either case, the curved surface 7c is provided inside the abdomen 6 so that the curved surface 7c comes into contact with the linear tension member 9 at the beginning of driving.

【0015】本実施例のグラウンドアンカー地上定着構
造を採用したグラウンドアンカー1施工では、初めに土
留め部材11を設置した地盤12に、傾角をつけてグラ
ウンドアンカー1の地中定着部10および引張り材9を
打設する。次に土留め部材11表面の引張り材9の地上
露出部に、一組のH形鋼6aを腹起こし6として一定間
隔で溶接により取付ける。そして、この腹起こし6内部
に、回動自在な案内手段7を支持枠8および高さ調整枠
14により引張り材9と接するように調整の上取付け、
同時に直線状の引張り材9を案内手段7の曲面7aに沿
う形に曲げ、地盤12および土留め部材11に対し直角
となる向きに合わせる。この状態で引張り材9に台座3
および支圧板4、定着具5を通し、これらを支持部材1
3で下から保持しながら腹起こし6に据付ける。この
後、ジャッキ等により引張り材9を前記直角方向に緊張
する。緊張で引張り材9が変位する際には、案内手段7
が曲面7aに沿う引張り材9のベンド部9bの動きに合
わせて回動し、引張り材9全体のスムーズな変位を妨げ
ないので、引張り材9に無理な力が加わらない。緊張に
より地上定着部2と引張り材9間に所定の緊張力が発生
したら、定着具5により引張り材9のねじ部9aと地上
定着部2とを完全に定着し、引張り材9と腹起こし6を
確実に止着する。定着作業完了後、支持部材13を除去
すれば施工終了となる。
In the ground anchor 1 construction employing the ground anchor ground anchoring structure of this embodiment, the ground anchoring portion 10 and the tension member of the ground anchor 1 are inclined to the ground 12 where the earth retaining member 11 is first installed. Place 9 Next, a set of H-shaped steels 6a is erected on the exposed ground portion of the tensile member 9 on the surface of the earth retaining member 11 by welding at fixed intervals. Then, a rotatable guide means 7 is adjusted inside the bellows 6 by a supporting frame 8 and a height adjusting frame 14 so as to come into contact with the tension member 9, and is attached.
At the same time, the linear tension member 9 is bent along the curved surface 7a of the guide means 7 and aligned in a direction perpendicular to the ground 12 and the soil retaining member 11. In this state, the pedestal 3 is attached to the tension member 9.
Also, the pressure bearing plate 4 and the fixing tool 5 are passed through them to support them.
Hold it from below at 3 and raise it up and install it at 6. After that, the tension member 9 is tensioned in the right angle direction by a jack or the like. When the tension member 9 is displaced due to tension, the guiding means 7
Rotates in accordance with the movement of the bend portion 9b of the tension member 9 along the curved surface 7a, and does not hinder the smooth displacement of the whole tension member 9, so that an unreasonable force is not applied to the tension member 9. When a predetermined tension force is generated between the ground fixing portion 2 and the tension member 9 due to the tension, the fixing member 5 completely fixes the screw portion 9a of the tension member 9 and the ground fixing portion 2, and the tension member 9 and the belly member 6 are raised. Securely fasten. After the fixing work is completed, the construction is completed if the support member 13 is removed.

【0016】本実施例のグラウンドアンカー地上定着構
造を採用したグラウンドアンカー1の他の例として、傾
斜した法面15に打設した例を示す(図8参照)。この
例では、法面15上に土留め部材11を設置し、地盤1
2に水平にグラウンドアンカー1の地中定着部10およ
び引張り材9を打設している。案内手段7により、引張
り材9を法面15および土留め部材11に対し直角方向
に曲げ、この直角向きで緊張・止着を行うといった地上
定着部2や腹起こし6の構成やこれらに関する作業は、
前記の例と同様である。引張り材9の緊張力を法面15
上の土留め部材11へ支圧力として確実に伝えることが
でき、法面15を安定に保持できる。
As another example of the ground anchor 1 adopting the ground anchor ground fixing structure of this embodiment, an example in which the ground anchor 1 is installed on an inclined slope 15 is shown (see FIG. 8). In this example, the earth retaining member 11 is installed on the slope 15, and the ground 1
The underground fixing portion 10 of the ground anchor 1 and the tension member 9 are horizontally mounted on the No. 2. By the guide means 7, the tension member 9 is bent at a right angle to the slope 15 and the soil retaining member 11, and tension and fastening are performed in the right angle direction. ,
Similar to the above example. The tension force of the tension member 9 is applied to the slope 15
The bearing pressure can be reliably transmitted to the upper soil retaining member 11 and the slope 15 can be stably held.

【0017】[0017]

【発明の効果】本発明は、引張り材と地上定着部を土留
め部材に対し直角方向に緊張して定着する構成を採用す
ることにより、大きく傾いた姿勢で緊張・定着作業を行
わなくて済み、作業が容易となって作業性が大きく向上
する。また、地上定着部全体の単純形状化や小型・コン
パクト化がはかれ、これに伴ってコスト低下やスペース
の有効利用も実現し、地中壁の構築や土留め、法面保護
等において有用である。
According to the present invention, the tension member and the above-ground fixing portion are tensioned and fixed in the direction perpendicular to the earth retaining member so that the tensioning and fixing work need not be performed in a greatly inclined posture. , The work becomes easy and the workability is greatly improved. In addition, the ground fixing section as a whole has been made simpler and smaller and more compact, which has led to cost reduction and effective use of space, which is useful for construction of underground walls, earth retaining, slope protection, etc. is there.

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施例を採用したグラウンドアンカーを示す説
明図である。
FIG. 1 is an explanatory diagram showing a ground anchor adopting an embodiment.

【図2】実施例の要部を示す説明図である。FIG. 2 is an explanatory diagram showing a main part of the embodiment.

【図3】実施例の案内手段を示す背面図である。FIG. 3 is a rear view showing the guiding means of the embodiment.

【図4】実施例の引張り材のベンド部を示す断面図であ
る。
FIG. 4 is a cross-sectional view showing a bend portion of a tensile member of an example.

【図5】実施例の設置工程を示す説明図である。FIG. 5 is an explanatory diagram showing an installation process of the example.

【図6】実施例の案内手段の他の例を示す説明図であ
る。
FIG. 6 is an explanatory diagram showing another example of the guide means of the embodiment.

【図7】実施例の案内手段の別の他の例を示す説明図で
ある。
FIG. 7 is an explanatory view showing another example of the guiding means of the embodiment.

【図8】実施例を採用したグラウンドアンカーの他の例
を示す説明図である。
FIG. 8 is an explanatory diagram showing another example of the ground anchor adopting the embodiment.

【図9】従来の地上定着部を示す説明図である。FIG. 9 is an explanatory diagram showing a conventional ground fixing unit.

【符号の説明】[Explanation of symbols]

1 グラウンドアンカー 2 地上定着部 3 台座 4 支圧板 5 定着具 6 腹起こし 6a H形鋼 7 案内手段 7a 曲面 7b 案内溝 7c 湾曲面 8 支持枠 9 引張り材 9a ねじ部 9b ベンド部 9c 地中部 9d PC鋼より線 9e シース 10 地中定着部 11 土留め部材 12 地盤 13 支持部材 14 高さ調整枠 15 法面 DESCRIPTION OF SYMBOLS 1 Ground anchor 2 Ground fixing part 3 Pedestal 4 Pressure plate 5 Fixing tool 6 Raising 6a H-shaped steel 7 Guide means 7a Curved surface 7b Guide groove 7c Curved surface 8 Support frame 9 Pulling member 9a Screw part 9b Bend part 9c Underground part 9d PC Steel stranded wire 9e Sheath 10 Underground fixing part 11 Earth retaining member 12 Ground 13 Supporting member 14 Height adjustment frame 15 Slope

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地盤を支える土留め部材を地盤表面に固
定するグラウンドアンカーにおいて、グラウンドアンカ
ーの引張り材の地上露出部を可撓性のある線材とすると
共に、土留め部材の腹起こしの内部に引張り材を沿わせ
て土留め部材に対し直角の方向に曲げる滑らかな曲面を
もつ案内手段を設け、引張り材を曲げて直角方向に向け
た部分を緊張させた状態で腹起こしに止着したことを特
徴とするグラウンドアンカー地上定着構造。
1. In a ground anchor for fixing an earth retaining member for supporting the ground to the surface of the soil, a ground wire exposed portion of the tension material of the ground anchor is a flexible wire and the ground retaining member is provided inside the bellows of the earth retaining member. A guide means with a smooth curved surface that bends the tension member along the right angle to the soil retaining member is provided, and the tension member is bent and fastened to the abdomen with the part oriented in the right angle direction strained. A ground anchor ground anchoring structure featuring.
【請求項2】 前記引張り材の地上露出部を、外周にシ
ースの付いた金属より線とすると共に、先端にねじ部を
設け、これにナット型の定着具を螺合して腹起こしに止
着する構成とした、請求項1に記載のグラウンドアンカ
ー地上定着構造。
2. The above-ground exposed portion of the tension member is made of a twisted metal wire with a sheath on the outer periphery, and a threaded portion is provided at the tip, and a nut type fixing tool is screwed into the threaded portion to prevent abdominal rise. The ground anchor ground fixing structure according to claim 1, which is configured to be worn.
【請求項3】 前記案内手段として、腹起こし内部に所
定の曲率を持つ湾曲面を備えた部材を揺動自在に設け
て、同部材の湾曲面に引張り材を沿わせるようにした、
請求項1または2に記載のグラウンドアンカー地上定着
構造。
3. A member having a curved surface having a predetermined curvature is provided inside the belly-up member as the guiding means so as to be swingable, and a tension member is arranged along the curved surface of the member.
The ground anchor ground fixing structure according to claim 1.
【請求項4】 前記案内手段として、腹起こし内部に所
定の径の曲面を備えた部材を回動自在に設けて、同部材
の曲面に引張り材を沿わせるようにした、請求項1また
は2に記載のグラウンドアンカー地上定着構造。
4. A member having a curved surface of a predetermined diameter is rotatably provided inside the belly-up member as the guide means, and a tension member is made to follow the curved surface of the member. Ground anchor structure described above.
JP26476095A 1995-09-18 1995-09-18 Ground anchor Ground fixing structure Expired - Fee Related JP2684167B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26476095A JP2684167B2 (en) 1995-09-18 1995-09-18 Ground anchor Ground fixing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26476095A JP2684167B2 (en) 1995-09-18 1995-09-18 Ground anchor Ground fixing structure

Publications (2)

Publication Number Publication Date
JPH0978577A JPH0978577A (en) 1997-03-25
JP2684167B2 true JP2684167B2 (en) 1997-12-03

Family

ID=17407813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26476095A Expired - Fee Related JP2684167B2 (en) 1995-09-18 1995-09-18 Ground anchor Ground fixing structure

Country Status (1)

Country Link
JP (1) JP2684167B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5331262B1 (en) * 2013-06-13 2013-10-30 株式会社フジコーポレーション Yamadome wall structure

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100429354C (en) * 2006-05-10 2008-10-29 大连理工大学 Concrete combined cushion wedge for supporting waist beam for pile anchoring system, and its constrection method
KR100760213B1 (en) * 2006-12-28 2007-09-20 (주) 신기술산업 Earth anchor bracket having saw-toothed and curved part
KR102637150B1 (en) * 2022-10-04 2024-02-14 오용환 Thumb pile using guide bracket and support bracket and construction method for retaining temporary facility using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5331262B1 (en) * 2013-06-13 2013-10-30 株式会社フジコーポレーション Yamadome wall structure

Also Published As

Publication number Publication date
JPH0978577A (en) 1997-03-25

Similar Documents

Publication Publication Date Title
US5927905A (en) Method for applying a ground anchor into the ground and anchor to be used therewith
KR101260966B1 (en) Steel Strand Extension Device having Angle adjustment anchor bracket
JP2684167B2 (en) Ground anchor Ground fixing structure
JP2000054321A (en) Installation of oblique cable
KR100964258B1 (en) Auto angle bracket for earth anchor
KR101062179B1 (en) All angle adjustment bracket
JP3337138B2 (en) Bridge construction method
KR100950683B1 (en) A pedestal possible regulate an angle
KR101060287B1 (en) Angle adjustment bracket
KR100386478B1 (en) Grip, Supporter, and Connector for prestressing wire and post-tensioning method using the same
JP2002081171A (en) Reinforcing bar clip for high load
JP2003122367A (en) Electric guitar with tremolo device
JP2003064693A (en) Anchor reinforcement device, anchor for slope face and method for installing anchor thereon
KR200430970Y1 (en) Wire clamp for a falling rock preventing net
KR20160099151A (en) Girder with anchorage device for tendon axis displacement control
JP3659643B1 (en) Seismic ground anchor bolt
JPH07298466A (en) Anchoring clamp apparatus
JPH08246675A (en) Guide device for winding binding wire for reinforcement binder
JP3709215B2 (en) Tension applying jig
CN116607412A (en) Arch bridge buckling cable ground tensioning and anchoring system and method
CN220954676U (en) Shear wall template perpendicularity adjusting device
KR101255471B1 (en) Anchorage sets free from prestressing direction and anchorage structures for atypical concrete structures
JP3021397B2 (en) Pole support device
KR102266454B1 (en) Multi-angle jacking device introducing prestressing force of steel strands by hinge module
JP3021833B2 (en) Improvement of cable stayed bridge, especially its tower and cable stayed cable

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 11

Free format text: PAYMENT UNTIL: 20080815

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090815

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090815

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100815

Year of fee payment: 13

LAPS Cancellation because of no payment of annual fees