JPH07243214A - Bearing plate device for ground anchor - Google Patents

Bearing plate device for ground anchor

Info

Publication number
JPH07243214A
JPH07243214A JP6205294A JP6205294A JPH07243214A JP H07243214 A JPH07243214 A JP H07243214A JP 6205294 A JP6205294 A JP 6205294A JP 6205294 A JP6205294 A JP 6205294A JP H07243214 A JPH07243214 A JP H07243214A
Authority
JP
Japan
Prior art keywords
anchor
ground
substrate
transmission member
bearing plate
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
Application number
JP6205294A
Other languages
Japanese (ja)
Other versions
JP3270915B2 (en
Inventor
Tomio Takahashi
富男 高橋
Sonosuke Noguchi
訴之助 野口
Kihee Takeda
喜平衛 竹田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KATSUMURA CONSTRUCTION CO Ltd
KATSUMURA KENSETSU KK
Ibiden Industries Co Ltd
Original Assignee
KATSUMURA CONSTRUCTION CO Ltd
KATSUMURA KENSETSU KK
Ibiden Industries Co Ltd
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 KATSUMURA CONSTRUCTION CO Ltd, KATSUMURA KENSETSU KK, Ibiden Industries Co Ltd filed Critical KATSUMURA CONSTRUCTION CO Ltd
Priority to JP06205294A priority Critical patent/JP3270915B2/en
Publication of JPH07243214A publication Critical patent/JPH07243214A/en
Application granted granted Critical
Publication of JP3270915B2 publication Critical patent/JP3270915B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To easily correct the axial misalignment of an anchor by freely adjusting the bearing and inclination angles of a guide cylinder via the turning operation thereof relative to a base plate as well as the turning operation of an adjusting washer formed out of a tapered washer. CONSTITUTION:A base plate 20 is laid on the natural ground 50, with the planes thereof kept in contact with each other, and a guide cylinder 20 having the prescribed inclination angle is mounted on the base plate 20. Also, an adjusting washer 40 formed out of tapered washers 41 and 41 is provided between the base plate 20 and the cylinder 30. Then, the inclination and bearing angles of the cylinder 30 are adjusted via the turning operation of the washer 40 as well as the turning operation of the cylinder 30 relative to the base plate 20, thereby completely aligning the axial lines of the section of an anchor 53 exposed from a bearing plate and the section thereof positioned underground, along the same linear line.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はアンカーの軸ずれ修正機
能を有するグランドアンカー用支圧板装置(以下「支圧
板装置」という)に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bearing plate device for a ground anchor (hereinafter referred to as "bearing plate device") having a function of correcting misalignment of an axis of an anchor.

【0002】[0002]

【従来の技術】法面の崩落防止工として、地中の深部に
達する長さのアンカーを造成し、このアンカーを法面側
から緊張定着して、崩落土砂を拘束するアンカー工法が
知られている。 このアンカー工法は図10に示すよう
に法面aから突出させたアンカーbにコンクリートブロ
ック等の受圧版cを挿通し、さらに受圧版cに支圧板d
と台座eを挿通して定着具fで緊張定着している。
2. Description of the Related Art As a slope collapse prevention work, an anchor construction method is known in which an anchor having a length reaching a deep underground is formed, and the anchor is tensioned and fixed from the slope side to restrain the collapsed sand. There is. In this anchor construction method, as shown in FIG. 10, a pressure receiving plate c such as a concrete block is inserted into an anchor b protruding from a slope a, and a pressure bearing plate d is attached to the pressure receiving plate c.
Then, the pedestal e is inserted and the fixing tool f fixes the tension.

【0003】[0003]

【発明が解決しようとする課題】上記した法面保護技術
にあってはつぎのような問題点がある。
The slope protection technology described above has the following problems.

【0004】<イ> 法面aの凹凸や整形誤差による受
圧版cの傾き、或いはアンカー孔の削孔誤差、或いは受
圧版cの自重降下によるずれ等に起因して、法面aから
露出するアンカーbの軸線と地中に位置するアンカーの
軸線とを同一直線上に位置させることが技術的に難し
い。このような状態で定着すると、黒丸で図示するよう
に受圧版c、支圧板d、定着具fの各点でアンカーbが
屈曲してこれらの部材に当接し易いため、アンカーbの
屈曲部が切断する危険性がある。
<A> Exposed from the slope a due to the inclination of the pressure receiving plate c due to the unevenness of the slope a or the shaping error, the drilling error of the anchor hole, the displacement of the pressure receiving plate c due to its own weight drop, and the like. It is technically difficult to align the axis of the anchor b with the axis of the anchor located in the ground. When the fixing is performed in such a state, the anchor b bends at each point of the pressure receiving plate c, the pressure support plate d, and the fixing tool f as shown by black circles and easily abuts these members. There is a risk of disconnecting.

【0005】<ロ> こういった問題を解消する方法と
しては、受圧版cの据付予定面を正確に整形する方法
や現場の状態に応じて台座eを製作する方法や形状
(傾斜角)の異なる複数種の台座eと図示しないキャン
バを製作し、現場の状態に応じて台座eとキヤンバを使
い分けする方法が考えられる。いずれの方法も工費及び
工期の点で負担が大きく、しかも管理の繁雑化により実
現性に乏しくなると共に、基本的な問題点を完全には解
決することができない。
<B> As a method of solving such a problem, there are a method of accurately shaping the planned installation surface of the pressure receiving plate c, a method of manufacturing the pedestal e according to the state of the site, and a shape (tilt angle). It is conceivable to manufacture a plurality of different types of pedestals e and cambers (not shown) and use the pedestals e and the camber properly according to the state of the site. Both methods have a heavy burden in terms of construction cost and construction period, moreover, the feasibility becomes poor due to complicated management, and basic problems cannot be completely solved.

【0006】[0006]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは定着するアンカー軸の方
向を調整してアンカーの屈曲を回避できる、支圧板装置
を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to provide a pressure bearing plate device capable of avoiding bending of the anchor by adjusting the direction of the anchor shaft to be fixed. Especially.

【0007】[0007]

【課題を解決するための手段】本発明は地中に定着され
たアンカーの緊張端と地山との間に介在するグランドア
ンカー用支圧板装置において、地山に接面してアンカー
を挿通可能な基板と、前記基板に一定の傾斜角を介して
取り付ける筒状の伝達部材とより構成し、前記伝達筒を
基板に対して回動可能に取り付け、伝達筒を回動操作し
てアンカーの軸ずれを修正可能に構成したことを特徴と
する、グランドアンカー用支圧板装置である。
According to the present invention, in a bearing plate for a ground anchor interposed between a tension end of an anchor fixed in the ground and the ground, the anchor can be inserted in contact with the ground. A base plate and a cylindrical transmission member attached to the base plate at a fixed inclination angle, the transmission pipe is rotatably attached to the base plate, and the transmission pipe is rotatably operated. It is a bearing plate device for a ground anchor, characterized in that the displacement can be corrected.

【0008】本発明は、地中に定着されたアンカーの緊
張端と地山との間に介在するグランドアンカー用支圧板
装置において、地山に接面してアンカーを挿通可能な基
板と、前記基板から離隔してアンカーの緊張力を支持
し、この緊張力を基板に伝達する筒状の伝達部材と、基
板と伝達部材との間に介在し、基板に対し伝達部材を一
定の傾斜角を付与する調整座金とより構成し、前記伝達
筒を基板に対して回動可能に取り付け、伝達筒を回動操
作してアンカーの軸ずれを修正可能に構成したことを特
徴とする、グランドアンカー用支圧板装置である。
According to the present invention, there is provided a support plate for a ground anchor interposed between a tension end of an anchor fixed in the ground and a ground, and a substrate capable of inserting the anchor in contact with the ground. It is placed between the substrate and the tubular transmission member that supports the tension force of the anchor while being separated from the substrate, and transmits this tension force to the substrate, and the transmission member has a certain inclination angle with respect to the substrate. A ground anchor, characterized in that it is composed of an adjustment washer to be applied, the transmission cylinder is rotatably attached to the substrate, and the axial displacement of the anchor can be corrected by rotating the transmission cylinder. It is a pressure bearing plate device.

【0009】さらに本発明は地中に定着されたアンカー
の緊張端と地山との間に介在するグランドアンカー用支
圧板装置において、地山に接面してアンカーを挿通可能
な基板と、前記基板から離隔してアンカーの緊張力を支
持し、この緊張力を基板に伝達する筒状の伝達部材と、
基板と伝達部材との間に介在する調整座金と、地山から
突出するアンカーに外装し、前記基板に挿通させるガイ
ドパイプとにより構成し、前記伝達筒を基板に対して回
動可能に取り付け、伝達筒を回動操作してアンカーの軸
ずれを修正可能に構成したことを特徴とする、グランド
アンカー用支圧板装置である。
Further, the present invention relates to a ground anchor bearing plate device which is interposed between a tension end of an anchor fixed in the ground and a ground, and a substrate which is in contact with the ground and through which the anchor can be inserted. A tubular transmission member that is spaced apart from the substrate to support the tension of the anchor and that transmits the tension to the substrate.
An adjustment washer interposed between the substrate and the transmission member, and a guide pipe that is mounted on the anchor protruding from the ground and is inserted into the substrate, and the transmission cylinder is rotatably attached to the substrate. It is a bearing plate device for a ground anchor, characterized in that the transmission cylinder is rotationally operated to correct the axial displacement of the anchor.

【0010】さらに本発明は、前記調整座金が複数のテ
ーパ座金の積層体で構成し、前記テーパ座金を回動操作
してアンカーの軸ずれを修正可能に構成したことを特徴
とする、グランドアンカー用支圧板装置である。
Further, the present invention is characterized in that the adjusting washer is composed of a laminated body of a plurality of taper washers, and the axial displacement of the anchor can be corrected by rotationally operating the taper washer. Pressure bearing plate device.

【0011】さらに本発明は、調整座金の内周面にアン
カーの軸心調整用の複数の突起体を設けたことを特徴と
する、グランドアンカー用支圧板装置である。
Further, the present invention is a bearing plate device for a ground anchor, characterized in that a plurality of protrusions for adjusting the axial center of the anchor are provided on the inner peripheral surface of the adjustment washer.

【0012】[0012]

【実施例】つぎに図面を参照しながら本発明の一実施例
について説明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0013】<イ>支圧板装置 図1,2に支圧板装置10の一例を示す。支圧板装置1
0は地山に接面して地山を支持する基板20と、基板2
0に対して傾斜角度を調整可能なように回動自在に取り
付けられる伝達部材30とを具備している。 以下各部
について説明する。
<B> Pressure Bearing Plate Device FIGS. 1 and 2 show an example of the pressure bearing plate device 10. Bearing plate device 1
0 is a substrate 20 that is in contact with the ground and supports the ground, and a substrate 2
The transmission member 30 is rotatably attached so that the inclination angle can be adjusted with respect to zero. Each part will be described below.

【0014】<ロ>基板 基板20は矩形の鋼板であって、その中央にアンカー挿
通用の孔21が開設されていると共に、孔21の周囲に
複数のボルト穴22やピン穴23が開設されている。
尚、基板20の形状は図示するような矩形に限定される
ものではなく適宜の形状を選択でき,また基板20の周
縁に略コ字形を呈する複数の取手24を取り付ける場合
もある。
<B> Substrate The substrate 20 is a rectangular steel plate having a hole 21 for inserting an anchor in the center thereof and a plurality of bolt holes 22 and pin holes 23 around the hole 21. ing.
The shape of the substrate 20 is not limited to the rectangular shape shown in the drawing, and an appropriate shape can be selected, and a plurality of handles 24 having a substantially U shape may be attached to the peripheral edge of the substrate 20.

【0015】<ハ>伝達部材 伝達部材30は両端開放型の伝達筒31と、伝達筒31
の上端に取り付けられる上部伝達板32と、伝達筒31
の下端に取り付けられる調整座金40と、調整座金40
の下面に取り付けられる敷板34とより構成されてい
る。伝達筒31は剛性の筒体で、基板20と上部伝達板
32の間隔を一定に保持してアンカーに導入する緊張力
を基板20へ伝達するための部材である。上部伝達板3
2は定着具やアンカープレートを設置するための台座機
能を有する部材で、その中央にアンカー挿通用の開口3
3を有し、上部伝達板32の上面が伝達筒31の軸線に
対して直交するように伝達筒31の上端に溶接等により
固着されている。
<C> Transmission Member The transmission member 30 includes a transmission cylinder 31 of which both ends are open and a transmission cylinder 31.
Upper transmission plate 32 attached to the upper end of the
Adjustment washer 40 attached to the lower end of the
And a floor plate 34 attached to the lower surface of the. The transmission cylinder 31 is a rigid cylinder, and is a member for maintaining a constant gap between the substrate 20 and the upper transmission plate 32 and transmitting the tension force introduced into the anchor to the substrate 20. Upper transmission plate 3
Reference numeral 2 is a member having a pedestal function for installing a fixing tool and an anchor plate, and an opening 3 for inserting an anchor is provided in the center thereof.
3 and is fixed to the upper end of the transmission cylinder 31 by welding or the like so that the upper surface of the upper transmission plate 32 is orthogonal to the axis of the transmission cylinder 31.

【0016】<ニ>調整座金 調整座金40は板厚が徐々に変化する一対のテーパ座金
41、41からなり、各テーパ座金41は全体形が角形
又は円盤形を呈し、その中央にアンカー挿通用の孔42
を有し、両テーパ座金41,41を回動することで調整
座金40の肉厚、すなわち調整座金40の上面43と下
面44の交差角を任意に調整できるようになっている。
<D> Adjusting washer The adjusting washer 40 is composed of a pair of taper washers 41, 41 whose plate thickness gradually changes. Each taper washer 41 has an overall shape of a square or a disk, and an anchor is inserted in the center thereof. Hole 42
By rotating both the tapered washers 41, 41, the wall thickness of the adjustment washer 40, that is, the intersection angle between the upper surface 43 and the lower surface 44 of the adjustment washer 40 can be arbitrarily adjusted.

【0017】<ホ>敷板 敷板34は板面の中央にアンカー挿通用の開口35が形
成され、さらに開口35の周囲に基盤20のボルト穴2
2と対応する複数の長穴36が穿設され、ボルト25、
ナット26を介して基盤20に対して回動調整自在に取
り付けられる。
<V> Base plate The base plate 34 has an opening 35 for inserting an anchor formed in the center of the plate surface, and the bolt holes 2 of the base plate 20 are formed around the opening 35.
2, a plurality of elongated holes 36 corresponding to 2 are formed, and bolts 25,
It is attached to the base plate 20 via a nut 26 so as to be rotatable and adjustable.

【0018】<ヘ>ガイドパイプ ガイドパイプ60は基板20の挿通時のガイド部材とし
ての機能と、基板20の据え付け後に基板20の自重降
下を支持する機能を併有する樹脂製又は鋼製の筒体で、
その径はアンカー53に外装可能に設定されている。ま
たガイドパイプ60の周面には後述する固結材54との
付着性を増すために開口61が穿設されている。
<F> Guide pipe The guide pipe 60 has a function as a guide member when the substrate 20 is inserted, and a function of supporting the weight drop of the substrate 20 after the substrate 20 is installed. so,
The diameter of the anchor 53 is set so that the anchor 53 can be fitted. In addition, an opening 61 is formed in the peripheral surface of the guide pipe 60 to increase the adhesiveness with a solidifying material 54 described later.

【0019】[0019]

【作用】つぎに山留工法を一例に支圧板装置の使用方法
について説明する。
Next, a method of using the pressure bearing plate device will be described by taking the mountain retaining method as an example.

【0020】<イ>アンカーの挿入 図3に示すように地山50に所定の傾角でアンカー孔5
1を穿孔した後、このアンカー孔51にシース52付き
のアンカー53を内挿してモルタル等の固結材54を充
填し、つぎにアンカー53の首部にガイドパイプ60を
外装する。さらにガイドパイプ60周囲の基板据付予定
面を固結材54でほぼ平らに補修する。
<A> Insertion of anchor As shown in FIG. 3, the anchor hole 5 is formed in the ground 50 at a predetermined inclination.
After the hole 1 is drilled, an anchor 53 with a sheath 52 is inserted into the anchor hole 51 to fill a solidifying material 54 such as mortar, and then a guide pipe 60 is externally attached to the neck of the anchor 53. Further, the planned substrate installation surface around the guide pipe 60 is repaired by the solidifying material 54 to be substantially flat.

【0021】<ロ>基板の設置 図4に示すように固結材54の硬化を待って基板20の
孔21をアンカー53に挿通させて地山50に据え付け
る。
<B> Installation of Substrate As shown in FIG. 4, after the hardening of the solidifying material 54, the hole 21 of the substrate 20 is inserted into the anchor 53 and installed on the natural ground 50.

【0022】<ハ>伝達部材の設置・調整 基板20の据え付けを完了したら、図5に示すように伝
達部材30を取り付ける。 すなわち基板20から突出
するアンカー53に敷板34、調整座金40、伝達部材
30を順に挿通して、敷板34と基板20の間を固定す
るわけであるが、既述した理由から伝達部材30がアン
カー53の軸芯に一致しているとは限らない。 そこ
で、調整座金40を構成するテーパ座金41,41を現
場で回動操作して伝達部材30をアンカー53の軸芯に
ほぼ一致させた後、伝達筒31と上位のテーパ座金41
の間及び敷板34と下位のテーパ座金41との間及び、
テーパ座金41,41間を溶接により固定する。このよ
うに傾斜角と方位角とを調整した調整座金40と敷板3
4を接続した伝達部材30をアンカー53に挿通し、敷
板34を基板20にボルト25とナット26で仮固定す
る。 調整座金40による調整が不十分である場合は、
敷板34を回動操作して伝達部材30の傾斜角と方向角
を微調整し、調整が完了したらナット26を締め付けて
固定する。
<C> Installation / Adjustment of Transmission Member After the installation of the substrate 20 is completed, the transmission member 30 is attached as shown in FIG. That is, the floor plate 34, the adjustment washer 40, and the transmission member 30 are sequentially inserted into the anchor 53 protruding from the substrate 20 to fix the space between the floor plate 34 and the substrate 20, but for the reason described above, the transmission member 30 is the anchor. It does not always coincide with the axis of 53. Therefore, after the taper washers 41, 41 constituting the adjustment washer 40 are rotatably operated in the field so that the transmission member 30 is substantially aligned with the axial center of the anchor 53, the transmission cylinder 31 and the upper tapered washer 41.
And between the floor plate 34 and the lower taper washer 41, and
The taper washers 41, 41 are fixed by welding. The adjustment washer 40 and the floor plate 3 whose tilt angle and azimuth angle are adjusted in this way
The transmission member 30 to which 4 is connected is inserted into the anchor 53, and the floor plate 34 is temporarily fixed to the substrate 20 with the bolt 25 and the nut 26. If the adjustment washer 40 is insufficiently adjusted,
The floor plate 34 is rotated to finely adjust the inclination angle and direction angle of the transmission member 30, and when the adjustment is completed, the nut 26 is tightened and fixed.

【0023】<ニ>一次緊張 図5に示すように伝達部材30内にセメントミルク等の
防錆材を充填した後、上部伝達板33に公知のアンカー
プレート55、アンカーヘッド56を装着し、公知の緊
張ジャッキを用いてアンカー50を緊張して定着する。
アンカー53に導入した緊張力は、伝達部材30,調整
座金40,敷板34を通じて基板20に伝達されて地山
50を支圧する。
<D> Primary tension As shown in FIG. 5, after the transmission member 30 is filled with a rust preventive material such as cement milk, the well-known anchor plate 55 and anchor head 56 are mounted on the upper transmission plate 33, The anchor 50 is tensioned and fixed by using the tension jack.
The tension force introduced to the anchor 53 is transmitted to the substrate 20 through the transmission member 30, the adjustment washer 40, and the floor plate 34 to support the natural ground 50.

【0024】<ホ>二次緊張 さらに一次緊張を完了したら、図6に示すように支圧板
装置10の周囲に配筋して網製の埋め殺し型枠或いは公
知の脱型を必要とする型枠を用いて現場で矩形のコンク
リート受圧版70を築造する。 この際、アンカーヘッ
ド56をコンクリート受圧版70の上面に露出させてお
き、コンクリート受圧版70が硬化したらアンカー53
を再緊張して定着する。 支圧板装置10とコンクリー
ト受圧版70が一体化するので、アンカー53に導入さ
れた緊張力は基板20及びコンクリート受圧版70を介
して地山50を支圧することになる。
<E> Secondary Tension After further completion of the primary tension, as shown in FIG. 6, the nets are buried around the pressure bearing plate device 10 and a net-type buried mold or a mold that requires a known demolding process. A rectangular concrete pressure plate 70 is built on site using the frame. At this time, the anchor head 56 is exposed on the upper surface of the concrete pressure receiving plate 70, and when the concrete pressure receiving plate 70 hardens, the anchor 53 is released.
Re-tension and settle. Since the pressure bearing plate device 10 and the concrete pressure receiving plate 70 are integrated with each other, the tension force introduced to the anchor 53 supports the ground 50 through the substrate 20 and the concrete pressure receiving plate 70.

【0025】[0025]

【実施例2】前記実施例は調整座金40の回動操作と基
板20に対する伝達部材30の回動操作によって伝達部
材30の傾斜角と方位角を調整する場合について説明し
たが、いずれか一方の要素のみで調整しても良い。 伝
達部材30の回動操作によって調整する場合、調整座金
40は一枚もののテーパ座金で構成するか、或いは調整
座金40自体を省略し、伝達筒31の下端を一定の傾斜
角度を介して直接敷板34に固着するようにしてもよ
い。
[Embodiment 2] In the above embodiment, the case where the tilt angle and the azimuth angle of the transmission member 30 are adjusted by the rotation operation of the adjustment washer 40 and the rotation operation of the transmission member 30 with respect to the substrate 20 has been described. You may adjust it only by the element. When adjusting by rotating the transmission member 30, the adjustment washer 40 may be composed of a single taper washer, or the adjustment washer 40 itself may be omitted, and the lower end of the transmission cylinder 31 may be directly laid by a fixed inclination angle. It may be fixed to 34.

【0026】[0026]

【実施例3】また、図1に示す敷板32の長穴34に代
えて、開口35の周囲に多数のボルト穴を穿設しても同
様に機能させることができる。 また基板20と敷板3
4の回動を許容して連結する穴の組み合わせを逆にして
も同様に回動調整することができる。
Third Embodiment Further, instead of the elongated hole 34 of the floor plate 32 shown in FIG. 1, a large number of bolt holes may be drilled around the opening 35 to perform the same function. Also, the substrate 20 and the floor plate 3
The rotation can be adjusted in the same manner by reversing the combination of the holes for allowing the rotation of 4 and connecting them.

【0027】[0027]

【実施例4】調整座金40は2枚以上のテーパ座金41
で構成する場合もある。 本実施例の場合は、基板20
に対する伝達部材30の傾斜角がきつくなる場合に有効
である。 例えば、敷板34に平均的な角度で傾斜させ
たテーパ座金を固定し、その上に複数の微調整用テーパ
座金を設置すれば、角度調整が容易に、かつ正確に行え
る。
[Embodiment 4] The adjustment washer 40 includes two or more taper washers 41.
It may be configured with. In the case of this embodiment, the substrate 20
This is effective when the angle of inclination of the transmission member 30 with respect to is tight. For example, if a taper washer tilted at an average angle is fixed to the floor plate 34 and a plurality of taper washers for fine adjustment are installed thereon, the angle can be adjusted easily and accurately.

【0028】[0028]

【実施例5】図7は調整座金40を構成するテーパ座金
41の内周面に、複数の突起体45を突設した他の実施
例を示す。 各突起体45の突出長はすべて等しく設定
してあって、ガイドパイプ60を挿通させたときセンタ
リングできる寸法に設定してある。
Fifth Embodiment FIG. 7 shows another embodiment in which a plurality of protrusions 45 are provided on the inner peripheral surface of a taper washer 41 which constitutes the adjustment washer 40. The protrusion lengths of the protrusions 45 are all set to be equal, and are set to a size that allows centering when the guide pipe 60 is inserted.

【0029】[0029]

【実施例6】図8はテーパ座金41の上面に係止用突起
体46を突出させた他の実施例を示す。 この係止用突
起体46は伝達筒31をテーパ座金41の中心に合わせ
て位置決めするための点状又は環状の突起体で、その形
成位置は伝達筒31の内周面又は外周面に当接可能な位
置に突設しておく。 突起体46を設けることで、伝達
筒31とテーパ座金41の位置決めが容易になると共
に、固着するまでの間に伝達筒31が傾斜するテーパ座
金41からズレ落ちるのを防止できる。また図9に示す
ようにテーパ座金41の孔42の内周面に設けた係止用
突起体47の上部をテーパ座金41の上面から突出させ
ると共に、係止用突起体46を孔42の内側に突出させ
ると、伝達筒31の位置ぎめとガイドパイプ60(アン
カー)のセンタリングの両機能を付与することができ
る。
Sixth Embodiment FIG. 8 shows another embodiment in which a locking projection 46 is projected on the upper surface of the tapered washer 41. The locking projections 46 are point-shaped or annular projections for positioning the transmission cylinder 31 in alignment with the center of the tapered washer 41, and the formation position thereof is in contact with the inner peripheral surface or the outer peripheral surface of the transmission cylinder 31. Protrude in a possible position. By providing the protrusion 46, the positioning of the transmission cylinder 31 and the taper washer 41 can be facilitated, and the transmission cylinder 31 can be prevented from slipping off from the inclined taper washer 41 before being fixed. Further, as shown in FIG. 9, the upper portion of the locking projection 47 provided on the inner peripheral surface of the hole 42 of the taper washer 41 is projected from the upper surface of the taper washer 41, and the locking projection 46 is placed inside the hole 42. When it is projected to the position, both functions of positioning the transmission cylinder 31 and centering the guide pipe 60 (anchor) can be provided.

【0030】[0030]

【実施例7】実施例1はコンクリート受圧版70を築造
して二次緊張をする場合について説明したが、要求され
る地山50の支持力が比較的大きい場合は一次緊張だけ
で済ませてもよい。
[Embodiment 7] Although Embodiment 1 has explained the case where the concrete pressure receiving plate 70 is built and subjected to the secondary tension, when the required supporting force of the natural ground 50 is relatively large, only the primary tension is sufficient. Good.

【0031】[0031]

【実施例8】既述した各実施例において、ガイドパイプ
60を省略する場合もある。
[Embodiment 8] In each of the embodiments described above, the guide pipe 60 may be omitted.

【0032】[0032]

【実施例9】基板20に敷板34及び調整座金40を固
定した後、ガイドパイプ60と調整座金40、敷板34
及び基板20との隙間を防水剤、止水剤、防錆材又は固
結材等の充填材を充填すれば、伝達部材30内への地下
水などの浸入を効果的に防止できる。
[Embodiment 9] After fixing the floor plate 34 and the adjustment washer 40 to the substrate 20, the guide pipe 60, the adjustment washer 40, and the floor plate 34 are provided.
By filling the gap with the substrate 20 with a filling material such as a waterproofing agent, a water blocking agent, an anticorrosive material, or a solidifying material, it is possible to effectively prevent infiltration of groundwater or the like into the transmission member 30.

【0033】[0033]

【実施例10】アンカーシース52を用いない場合に
は、ガイドパイプ60とアンカー53の間隔を適正に保
持するスペーサーを用いることもある。
[Embodiment 10] When the anchor sheath 52 is not used, a spacer for properly maintaining the distance between the guide pipe 60 and the anchor 53 may be used.

【0034】[0034]

【本発明の効果】本発明は以上説明したようになるから
つぎの効果が得られる。
Since the present invention is as described above, the following effects can be obtained.

【0035】<イ> 基板に対して傾斜して取り付けら
れる伝達部材の傾斜角と方位角を容易に調整できるか
ら、アンカーの軸ずれを解消できる。そのため、アンカ
ー耐力を低減させることや、アンカーが破断する危険も
なくなる。
<A> Since the inclination angle and azimuth angle of the transmission member that is attached to be inclined with respect to the substrate can be easily adjusted, the misalignment of the anchor can be eliminated. Therefore, the yield strength of the anchor is reduced and there is no risk of the anchor breaking.

【0036】<ロ> 調整座金の回動操作又は基板に対
する伝達部材の回動操作又はこれらの両操作によって、
アンカーの軸ずれを解消できるため、調整作業に手数が
かからず施工の迅速化が図れると共に、アンカー軸の調
整範囲が広い。
<B> By rotating the adjustment washer or rotating the transmission member with respect to the board, or both of these operations,
Since the misalignment of the anchor axis can be eliminated, the adjustment work does not require much labor, and the construction can be speeded up, and the adjustment range of the anchor axis is wide.

【0037】<ハ> アンカーの軸ずれを地山側に近い
位置で修正できる。そのため、受圧板の重みによるズ
レ、設置上の施工誤差によるズレを生ずることはない。
即ち、アンカーを固定した後、コンクリート製受圧板を
製作するため、製作によるズレや受圧板の重量によって
アンカー軸がズレることはない。
<C> The misalignment of the anchor can be corrected at a position close to the natural ground side. Therefore, there is no deviation due to the weight of the pressure receiving plate, and no deviation due to installation error in installation.
That is, since the concrete pressure receiving plate is manufactured after fixing the anchor, the anchor shaft is not displaced due to the displacement due to the production or the weight of the pressure receiving plate.

【0038】<ニ> 通常のアースアンカーの台座にも
適用でき、汎用性に富む。
<D> It can be applied to the base of a normal earth anchor and is versatile.

【0039】<ホ> アンカーに装着したガイドパイプ
が基板挿通時のガイド部材として機能するほかに、支圧
板装置の自重による降下を阻止する機能を有し、施工精
度の向上と施工の円滑化が図れる。
<E> In addition to the guide pipe attached to the anchor functioning as a guide member when the board is inserted, the guide pipe has a function of preventing the pressure bearing plate device from lowering due to its own weight, thereby improving the construction accuracy and smoothing the construction. Can be achieved.

【0040】<ヘ> 調整座金の内周面に突起体を設け
ることで、ガイドパイプ(アンカー軸)とのセンタリン
グが容易に行える。
<F> By providing a protrusion on the inner peripheral surface of the adjustment washer, centering with the guide pipe (anchor shaft) can be easily performed.

【0041】<ト> 調整座金の上面に突出させて係止
用突起体を設けることで、伝達部材を所定の位置に正確
に設置することができる。
<G> The transmission member can be accurately installed at a predetermined position by providing the locking projection by projecting it from the upper surface of the adjustment washer.

【0042】<チ> アンカーに装着したガイドパイプ
を設置することにより、アンカー切断時やアンカーの再
緊張時に、コンクリート受圧板の自重による降下を阻止
することができる。
<H> By installing the guide pipe attached to the anchor, it is possible to prevent the concrete pressure receiving plate from dropping due to its own weight when the anchor is cut or when the anchor is re-tensioned.

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

【図1】 支圧板装置の分解図FIG. 1 Exploded view of pressure bearing plate device

【図2】 アンカーに支圧板装置を装着したアンカー頭
部の縦断面図
FIG. 2 is a vertical sectional view of an anchor head in which a bearing plate device is attached to the anchor.

【図3】 アンカーにガイドパイプを装着したアンカー
頭部の縦断面図
FIG. 3 is a vertical sectional view of an anchor head in which a guide pipe is attached to the anchor.

【図4】 アンカーに基板を装着したアンカー頭部の縦
断面図
FIG. 4 is a vertical sectional view of an anchor head in which a substrate is attached to the anchor.

【図5】 定着(一次緊張)を完了したアンカー頭部の
縦断面図
FIG. 5 is a vertical cross-sectional view of the anchor head that has completed fixing (primary tension).

【図6】 支圧板装置と一体にコンクリート受圧版を築
造して定着(二次緊張)を完了したアンカー頭部の縦断
面図
FIG. 6 is a vertical cross-sectional view of an anchor head on which a concrete pressure receiving plate is built integrally with a pressure bearing plate device and fixing (secondary tension) is completed.

【図7】 調整座金の内部に突起体を設けた実施例の説
明図
FIG. 7 is an explanatory view of an embodiment in which a protrusion is provided inside the adjustment washer.

【図8】 調整座金の上面に突起体を突設した実施例の
説明図
FIG. 8 is an explanatory view of an embodiment in which a protrusion is provided on the upper surface of the adjustment washer.

【図9】 調整座金の上面に突起体を突設した実施例の
説明図
FIG. 9 is an explanatory diagram of an embodiment in which a protrusion is provided on the upper surface of the adjustment washer.

【図10】 本発明が前提とするアンカー技術の概念図FIG. 10 is a conceptual diagram of anchor technology on which the present invention is based.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 竹田 喜平衛 東京都台東区根岸1−2−13 勝村建設株 式会社内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Kihei Takeda 1-2-13 Negishi, Taito-ku, Tokyo Katsumura Construction Co., Ltd.

Claims (14)

【特許請求の範囲】[Claims] 【請求項1】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板に一定の傾斜角を介して取り付ける筒状の伝達
部材とより構成する、グランドアンカー用支圧板装置。
1. A support plate for a ground anchor interposed between a tension end of an anchor fixed in the ground and a ground, a substrate capable of inserting the anchor in contact with the ground, and the substrate A pressure bearing plate device for a ground anchor, which is composed of a tubular transmission member that is attached via a constant inclination angle.
【請求項2】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在し、基板に対し伝達部材を
一定の傾斜角を付与する調整座金とより構成する、グラ
ンドアンカー用支圧板装置。
2. A support plate for a ground anchor interposed between a tensioned end of an anchor fixed in the ground and a ground, a substrate capable of inserting the anchor in contact with the ground, and It is interposed between the cylindrical transmission member that supports the tension force of the anchor and transmits the tension force to the substrate, and the substrate and the transmission member, and imparts a constant inclination angle to the substrate. A bearing plate device for a ground anchor that is composed of an adjustment washer.
【請求項3】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在する調整座金と、 地山から突出するアンカーに外装し、前記基板に挿通さ
せるガイドパイプとにより構成したことを特徴とする、
グランドアンカー用支圧板装置。
3. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and A cylindrical transmission member that supports the tension force of the anchor by separating it and transmits this tension force to the substrate, an adjustment washer that is interposed between the substrate and the transmission member, and an anchor that protrudes from the ground, and is mounted on the anchor. A guide pipe that is inserted into the substrate,
Bearing plate device for ground anchor.
【請求項4】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板に一定の傾斜角を介して取り付ける筒状の伝達
部材とより構成し、 前記伝達筒を基板に対して回動可能に取り付けたことを
特徴とする、グランドアンカー用支圧板装置。
4. A support plate for a ground anchor interposed between a tension end of an anchor fixed in the ground and a ground, a substrate capable of inserting the anchor in contact with the ground, and the substrate A pressure bearing plate device for a ground anchor, comprising a tubular transmission member attached at a constant inclination angle, and the transmission cylinder being rotatably attached to a substrate.
【請求項5】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在し、基板に対し伝達部材を
一定の傾斜角を付与する調整座金とより構成し、 前記伝達筒を基板に対して回動可能に取り付けたことを
特徴とする、グランドアンカー用支圧板装置。
5. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and It is interposed between the cylindrical transmission member that supports the tension force of the anchor and transmits the tension force to the substrate, and the substrate and the transmission member, and imparts a constant inclination angle to the substrate. A support plate for a ground anchor, comprising an adjusting washer, and the transmission cylinder being rotatably attached to a substrate.
【請求項6】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在する調整座金と、 地山から突出するアンカーに外装し、前記基板に挿通さ
せるガイドパイプとにより構成し、 前記伝達筒を基板に対して回動可能に取り付けたことを
特徴とする、グランドアンカー用支圧板装置。
6. A support plate for a ground anchor interposed between a tensioned end of an anchor fixed in the ground and a ground, a substrate capable of inserting the anchor in contact with the ground, and A cylindrical transmission member that supports the tension force of the anchor by separating it and transmits this tension force to the substrate, an adjustment washer that is interposed between the substrate and the transmission member, and an anchor that protrudes from the ground, and is mounted on the anchor. A pressure bearing plate device for a ground anchor, comprising a guide pipe inserted through the substrate, and the transmission cylinder being rotatably attached to the substrate.
【請求項7】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板に一定の傾斜角を介して取り付ける筒状の伝達
部材とより構成し、 伝達筒の下部に設けた敷板と基板に夫々同心円上に穿設
した円弧径の長穴とボルト穴とを組み合わせ、前記両穴
に挿通させたボルトを螺着して伝達筒を回動可能に構成
したことを特徴とする、グランドアンカー用支圧板装
置。
7. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and the substrate It is composed of a cylindrical transmission member that is attached through a certain angle of inclination, and a floor plate provided at the bottom of the transmission cylinder and a board are combined with an elongated hole of circular arc diameter and a bolt hole that are concentric with each other. A pressure bearing plate device for a ground anchor, characterized in that a transmission cylinder is configured to be rotatable by screwing a bolt inserted into a hole.
【請求項8】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在し、基板に対し伝達部材を
一定の傾斜角を付与する調整座金とより構成し、 伝達筒の下部に設けた敷板と基板に夫々同心円上に穿設
した円弧径の長穴とボルト穴とを組み合わせ、前記両穴
に挿通させたボルトを螺着して伝達筒を回動可能に構成
したことを特徴とする、グランドアンカー用支圧板装
置。
8. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and It is interposed between the cylindrical transmission member that supports the tension force of the anchor and transmits the tension force to the substrate, and the substrate and the transmission member, and imparts a constant inclination angle to the substrate. Composed of an adjustment washer, a floor plate provided at the bottom of the transmission tube and a base plate are combined with an elongated hole of circular arc diameter bored concentrically on each of the concentric circles and a bolt hole, and the bolts inserted into both holes are screwed into it. A bearing plate device for a ground anchor, wherein the transmission cylinder is configured to be rotatable.
【請求項9】 地中に定着されたアンカーの緊張端と地
山との間に介在するグランドアンカー用支圧板装置にお
いて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在する調整座金と、 地山から突出するアンカーに外装し、前記基板に挿通さ
せるガイドパイプとにより構成し、 伝達筒の下部に設けた敷板と基板に夫々同心円上に穿設
した円弧径の長穴とボルト穴とを組み合わせ、前記両穴
に挿通させたボルトを螺着して伝達筒を回動可能に構成
したことを特徴とする、グランドアンカー用支圧板装
置。
9. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, A cylindrical transmission member that supports the tension force of the anchor by separating it and transmits this tension force to the substrate, an adjustment washer that is interposed between the substrate and the transmission member, and an anchor that protrudes from the ground, and is mounted on the anchor. A bolt that is composed of a guide pipe that is inserted through the board, and a base plate that is provided in the lower part of the transmission cylinder, and a long hole of circular arc diameter and a bolt hole that are drilled concentrically on the board, respectively, and that are inserted through the holes. A pressure bearing plate device for a ground anchor, characterized in that the transmission cylinder is configured to be rotatable by screwing.
【請求項10】 地中に定着されたアンカーの緊張端と
地山との間に介在するグランドアンカー用支圧板装置に
おいて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在し、基板に対し伝達部材を
一定の傾斜角を付与する調整座金とより構成し、 前記調整座金を複数のテーパ座金の積層体で構成し、前
記テーパ座金を回動操作してアンカーの軸ずれを修正可
能に構成したことを特徴とする、グランドアンカー用支
圧板装置。
10. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and It is interposed between the cylindrical transmission member that supports the tension force of the anchor and transmits the tension force to the substrate, and the substrate and the transmission member, and imparts a constant inclination angle to the substrate. An adjustment washer, wherein the adjustment washer is a laminated body of a plurality of taper washers, and the taper washer can be rotated to correct the axial displacement of the anchor. Pressure plate device.
【請求項11】 地中に定着されたアンカーの緊張端と
地山との間に介在するグランドアンカー用支圧板装置に
おいて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在する調整座金と、 地山から突出するアンカーに外装し、前記基板に挿通さ
せるガイドパイプとにより構成し、 前記調整座金を複数のテーパ座金の積層体で構成し、前
記テーパ座金を回動操作してアンカーの軸ずれを修正可
能に構成したことを特徴とする、グランドアンカー用支
圧板装置。
11. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and a ground, a substrate capable of inserting the anchor in contact with the ground, A cylindrical transmission member that supports the tension force of the anchor by separating it and transmits this tension force to the substrate, an adjustment washer that is interposed between the substrate and the transmission member, and an anchor that protrudes from the ground, and is mounted on the anchor. A guide pipe that is inserted into the substrate, the adjustment washer is a stack of a plurality of tapered washers, and the axial displacement of the anchor can be corrected by rotating the tapered washer. A bearing plate device for a ground anchor.
【請求項12】 地中に定着されたアンカーの緊張端と
地山との間に介在するグランドアンカー用支圧板装置に
おいて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在し、基板に対し伝達部材を
一定の傾斜角を付与する調整座金とより構成し、 前記伝達筒を基板に対して回動可能に取り付ると共に、 前記調整座金を複数のテーパ座金の積層体で構成し、前
記テーパ座金を回動操作してアンカーの軸ずれを修正可
能に構成したことを特徴とする、グランドアンカー用支
圧板装置。
12. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, and It is interposed between the cylindrical transmission member that supports the tension force of the anchor and transmits the tension force to the substrate, and the substrate and the transmission member, and imparts a constant inclination angle to the substrate. An adjustment washer, the transmission cylinder is rotatably attached to the substrate, the adjustment washer is a stack of a plurality of taper washers, and the taper washer is rotated to operate the anchor. A bearing plate device for a ground anchor, which is configured to be able to correct an axis deviation.
【請求項13】 地中に定着されたアンカーの緊張端と
地山との間に介在するグランドアンカー用支圧板装置に
おいて、 地山に接面してアンカーを挿通可能な基板と、 前記基板から離隔してアンカーの緊張力を支持し、この
緊張力を基板に伝達する筒状の伝達部材と、 基板と伝達部材との間に介在する調整座金と、 地山から突出するアンカーに外装し、前記基板に挿通さ
せるガイドパイプとにより構成し、 前記伝達筒を基板に対して回動可能に取り付けると共
に、 前記調整座金を複数のテーパ座金の積層体で構成し、前
記テーパ座金を回動操作してアンカーの軸ずれを修正可
能に構成したことを特徴とする、グランドアンカー用支
圧板装置。
13. A ground anchor bearing plate device interposed between a tensioned end of an anchor fixed in the ground and the ground, a substrate capable of inserting the anchor in contact with the ground, A cylindrical transmission member that supports the tension force of the anchor by separating it and transmits this tension force to the substrate, an adjustment washer that is interposed between the substrate and the transmission member, and an anchor that protrudes from the ground, and is mounted on the anchor. A guide pipe that is inserted into the substrate, the transmission cylinder is rotatably attached to the substrate, the adjustment washer is a stack of a plurality of taper washers, and the taper washer is rotated. A bearing plate device for a ground anchor, characterized in that the axial displacement of the anchor can be corrected.
【請求項14】 請求項2〜13のいずれかのグランド
アンカー用支圧板装置において、調整座金の内周面にア
ンカーの軸心調整用の複数の突起体を設けたことを特徴
とする、グランドアンカー用支圧板装置。
14. The ground anchor pressure-bearing plate device according to claim 2, wherein a plurality of protrusions for adjusting the axial center of the anchor are provided on the inner peripheral surface of the adjustment washer. Bearing plate device for anchors.
JP06205294A 1994-03-07 1994-03-07 Support plate device for ground anchor Expired - Fee Related JP3270915B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06205294A JP3270915B2 (en) 1994-03-07 1994-03-07 Support plate device for ground anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06205294A JP3270915B2 (en) 1994-03-07 1994-03-07 Support plate device for ground anchor

Publications (2)

Publication Number Publication Date
JPH07243214A true JPH07243214A (en) 1995-09-19
JP3270915B2 JP3270915B2 (en) 2002-04-02

Family

ID=13189003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06205294A Expired - Fee Related JP3270915B2 (en) 1994-03-07 1994-03-07 Support plate device for ground anchor

Country Status (1)

Country Link
JP (1) JP3270915B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005207096A (en) * 2004-01-22 2005-08-04 Kyokuto Corp Pile head joint part structure and its construction method
CN111424686A (en) * 2020-04-16 2020-07-17 中铁科学研究院有限公司成都分公司 Anchor device free of concrete anchor sealing and capable of limiting cutting length of anchor cable and using method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005207096A (en) * 2004-01-22 2005-08-04 Kyokuto Corp Pile head joint part structure and its construction method
JP4551663B2 (en) * 2004-01-22 2010-09-29 極東興和株式会社 Pile head joint structure and construction method
CN111424686A (en) * 2020-04-16 2020-07-17 中铁科学研究院有限公司成都分公司 Anchor device free of concrete anchor sealing and capable of limiting cutting length of anchor cable and using method

Also Published As

Publication number Publication date
JP3270915B2 (en) 2002-04-02

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