JP3195955B2 - Ground anchor head cap - Google Patents

Ground anchor head cap

Info

Publication number
JP3195955B2
JP3195955B2 JP19344596A JP19344596A JP3195955B2 JP 3195955 B2 JP3195955 B2 JP 3195955B2 JP 19344596 A JP19344596 A JP 19344596A JP 19344596 A JP19344596 A JP 19344596A JP 3195955 B2 JP3195955 B2 JP 3195955B2
Authority
JP
Japan
Prior art keywords
flange
plate
head cap
ground anchor
upper floor
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
JP19344596A
Other languages
Japanese (ja)
Other versions
JPH1037188A (en
Inventor
俊夫 吉田
裕一 山崎
彬 橋本
浩一 菅
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.)
Nittoc Constructions Co Ltd
Original Assignee
Nittoc Constructions 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 Nittoc Constructions Co Ltd filed Critical Nittoc Constructions Co Ltd
Priority to JP19344596A priority Critical patent/JP3195955B2/en
Publication of JPH1037188A publication Critical patent/JPH1037188A/en
Application granted granted Critical
Publication of JP3195955B2 publication Critical patent/JP3195955B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • 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、グランドアンカー
のヘッドキャップに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a head cap for a ground anchor.

【0002】[0002]

【従来の技術】グランドアンカーは、PC鋼材や炭素繊
維より線による引張り材の端部を地盤中と構造物にそれ
ぞれ定着し、その中間部分をひずみに対して自由にし
て、引張り材にプレストレスを与えるもので、地中定着
部、自由長部、頭部定着部によって構成される構造体で
ある。
2. Description of the Related Art A ground anchor is made by prestressing a tensile material made of PC steel or carbon fiber strands at the ends of the ground and the structure, and freeing the middle portion thereof against strain, thereby allowing the tensile material to be prestressed. This is a structure composed of an underground fixing part, a free length part, and a head fixing part.

【0003】図6以下にその一例を示すと、図中1は定
着長部、2は先端部、3は自由長部、4は頭部定着部と
してのアンカー頭部で、施工に際してはボーリング孔中
に引張り材(テンドン)5を挿入し、定着長部1にセメ
ントミルク等のグラウト6を注入ホースで注入し、これ
が固化してからアンカー頭部4に引張力を与え、頭部を
定着する。
[0003] Fig. 6 shows an example, in which 1 is a fixing length portion, 2 is a tip portion, 3 is a free length portion, 4 is an anchor head as a head fixing portion. A tension material (tendon) 5 is inserted thereinto, grout 6 such as cement milk or the like is injected into the fixing portion 1 with an injection hose, and after this is solidified, a tensile force is applied to the anchor head 4 to fix the head. .

【0004】本例は引張り材5として炭素繊維より線を
使用する場合で、図中7は引張り材5がケーシング(ボ
ーリング孔の削孔の際にセットし、グラウト加圧後引き
抜く)内をスムーズに通過するように設ける先端ガイ
ド、8は定着長部において炭素繊維より線の各々の位置
を確保すると共に、アンカーの被りを確保するためのス
ペーサーである。
In this example, a carbon fiber stranded wire is used as the tensile member 5. In FIG. 7, numeral 7 denotes a state in which the tensile member 5 is set inside the casing (which is set at the time of drilling a boring hole, and is pulled out after grout pressing). The tip guide 8 provided so as to pass therethrough is a spacer for securing the position of each of the carbon fiber strands in the fixing length portion and securing the covering of the anchor.

【0005】自由長部3では、自由長部シース9の先端
部には内部にグラウトが侵入することを防止する止水材
10をセットし、また、貫通する引張り材5には自由長部
シース9内で位置を確保するためのスペーサー11をセッ
トする。
[0005] In the free-length portion 3, a water-stopping material is provided at the distal end of the free-length portion sheath 9 to prevent grout from entering the inside.
10 is set, and a spacer 11 for securing a position in the free-length portion sheath 9 is set on the penetrating tension member 5.

【0006】図中12はアンカーの運搬・搬入から緊張・
定着時までステンレス鋼によるテンドングリップ13のネ
ジ山を保護する頭部保護パイプ、14は頭部保護パイプ12
と自由長部シース9との間の止水を行う熱収縮チュー
ブ、15は隙間埋めパッキンである。
[0006] In the figure, reference numeral 12 denotes tension from transport / loading of the anchor.
Stainless steel head protection pipe to protect the thread of the tendon grip 13 until fixing, 14 is the head protection pipe 12
A heat-shrinkable tube 15 for stopping water between the sheath and the free-length portion sheath 9 is a gap filling packing.

【0007】アンカー頭部4ではステンレス鋼による支
圧板16をその中央の貫通孔16aにテンドングリップ13が
貫通するように配設し、テンドングリップ13に螺合する
ステンレス鋼によるナット17で定着を行う。
In the anchor head 4, a supporting plate 16 made of stainless steel is disposed so that the tendon grip 13 penetrates through a central through hole 16 a, and is fixed by a nut 17 made of stainless steel screwed into the tendon grip 13. .

【0008】さらに、前記テンドングリップ13は、アン
カー施工完了後上部からの落石などによるネジ山保護の
ために、ヘッドキャップ18を設けた。このヘッドキャッ
プ18は高密度ポリエチレンを材質とし、本体部20から水
平に突出する小さな鍔部21にネジ止め孔22を形成してお
き、支圧板16にボルト止めする。
Further, the tendon grip 13 is provided with a head cap 18 in order to protect a screw thread due to a falling rock from the upper part after the anchor construction is completed. The head cap 18 is made of high-density polyethylene, has a screw hole 22 formed in a small flange 21 projecting horizontally from the main body 20, and is bolted to the support plate 16.

【0009】[0009]

【発明が解決しようとする課題】このヘッドキャップ18
は高密度ポリエチレンを材質としていて後からの着色が
不可能であり、例えばコンクリートと合わせるようにグ
レーがほとんどであった。
The head cap 18
Was made of high-density polyethylene and could not be colored later. For example, most of the color was gray to match with concrete.

【0010】また、先にも述べたように鍔部21は必要最
小限の小さいものとされ、支圧板16はこの鍔部21よりも
大きくはみ出して露出する。図7に示すように硬質発泡
ウレタンをガラス長繊維で強化した合成材の積層板を用
いた軽量受圧板19を配設する場合に、この軽量受圧板の
色を例えば緑化にあわせて緑色としてもその中央に位置
する支圧板16が銀色にはみ出し、また、支圧板16の中央
にグレーのヘッドキャップ18が位置して非常にちぐはぐ
な色合いとなり、体裁の悪いものである。
Further, as described above, the flange 21 is made as small as possible, and the supporting plate 16 projects beyond the flange 21 and is exposed. As shown in FIG. 7, when a light pressure receiving plate 19 using a laminate of a synthetic material in which hard urethane foam is reinforced with glass long fibers is provided, the color of the light pressure receiving plate may be changed to green, for example, in accordance with greening. The support plate 16 located at the center of the support plate 16 protrudes into silver, and the gray head cap 18 is located at the center of the support plate 16, resulting in a very inconsistent color.

【0011】本発明の目的は前記従来例の不都合を解消
し、支圧板を露出しないですむとともに自由に着色でき
るので、軽量受圧板との色合わせも可能で、環境に調和
させることができるグランドアンカーのヘッドキャップ
を提供することにある。
An object of the present invention is to solve the above-mentioned disadvantages of the prior art, and it is not necessary to expose the supporting plate, and it is possible to color freely. Therefore, it is possible to match the color with the lightweight pressure receiving plate, and it is possible to harmonize with the environment. To provide a head cap.

【0012】[0012]

【課題を解決するための手段】本発明は前記目的を達成
するため、本体部と鍔部とからなるものとして耐候グレ
ードのABS樹脂で射出成形したものであり、本体部と
鍔部との接合箇所に三角片形状の補強リブを放射状に間
隔を存して一体成形し、鍔部は上床板と、この上床板外
縁から垂下する側壁板とで支圧板を上からすっぽり覆う
ような下面開放の偏平箱状体に形成し、側壁板の下端を
さらに外向き片部を形成し、この外向き片部に底辺が結
合する三角片形状の補強リブを側壁板外周に適宜間隔で
形成したことを要旨とするものである。
Since the present invention SUMMARY OF], to attain the aforementioned object, it is obtained by injection molding of ABS resin weathering grades as comprising the main body and the flange portion, a body portion
A triangular-shaped reinforcing rib is radially interposed at the joint with the flange.
It is integrally molded with a gap , and the flange part is on the upper floor plate and outside the upper floor plate.
It is formed in a flat box-like body with an open bottom surface so that the supporting plate is completely covered with the side wall plate hanging down from the edge, and the lower end of the side wall plate is formed.
Further, an outwardly facing piece is formed, and the bottom side is connected to the outwardly facing piece.
Triangular strip shaped reinforcing ribs
The gist is that it has been formed .

【0013】請求項1記載の本発明によれば、耐候グレ
ードのABS樹脂で射出成形したものであり、自由に耐
候性塗装を施すことができる。また、鍔部で支圧板を上
からすっぽり覆って隠すことができるので、軽量受圧板
と色合わせを行っておけば、ヘッドキャップが浮き出る
ことはない。さらに、軽量受圧板とともに緑にするなど
環境にマッチさせれば、体裁もよい。
According to the first aspect of the present invention, the resin is injection-molded with a weather-resistant ABS resin, and a weather-resistant coating can be applied freely. Further, since the supporting plate can be completely covered and concealed from above by the flange portion, the head cap does not protrude if the color is matched with the lightweight pressure receiving plate. Furthermore, if it matches the environment, such as greening with a light pressure receiving plate, the appearance is good.

【0014】また、面積が広がった鍔部と本体部と鍔部
との接合箇所の補強を行うことで鍔部自体の強度も向上
させることができ、これに加えて、さらに鍔部で前記補
強した残りの部分である側壁板部分の強度も向上させる
ことができる。
In addition, the strength of the flange itself can be improved by reinforcing the joint between the flange having a larger area, the main body and the flange, and in addition to this, the reinforcing is further provided by the flange. The strength of the remaining side wall plate portion can also be improved.

【0015】[0015]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明のグランドアン
カーのヘッドキャップの1実施形態を示す縦断正面図、
図2は同上平面図で、本発明のヘッドキャップ18も従来
と同じく本体部20と鍔部21とからなる。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a longitudinal sectional front view showing one embodiment of a head cap of a ground anchor of the present invention,
FIG. 2 is a plan view of the same, and the head cap 18 of the present invention also includes a main body portion 20 and a flange portion 21 as in the related art.

【0016】本発明のヘッドキャップ18は、耐候グレー
ドのABS(アクリロニトリル・ブタジエン・スチレ
ン)樹脂で射出成形した。このABS樹脂はガラス
(長)繊維で強化したGRABSである。
The head cap 18 of the present invention was injection-molded with a weather-resistant ABS (acrylonitrile-butadiene-styrene) resin. This ABS resin is GRABS reinforced with glass (long) fibers.

【0017】さらに、本体部20から伸びる鍔部21は上床
板23と、この上床板23の外縁から垂下する側壁板24とで
下面開放の偏平箱状体に形成した。
Further, a flange 21 extending from the main body 20 is formed in a flat box-like body having an open bottom surface by an upper floor plate 23 and a side wall plate 24 hanging down from an outer edge of the upper floor plate 23.

【0018】上床板23は支圧板16とほぼ同じ大きさであ
り、側壁板24の高さは支圧板16の厚さとほぼ同じであ
り、これら上床板23と側壁板24とで形成する偏平箱状体
は支圧板16を上からすっぽり覆うような大きさのものと
する。
The upper floor plate 23 has substantially the same size as the support plate 16, the height of the side wall plate 24 is substantially the same as the thickness of the support plate 16, and a flat box formed by the upper floor plate 23 and the side wall plate 24. The shape is large enough to completely cover the support plate 16 from above.

【0019】本体部20は円形のキャップであるが、この
本体部20と鍔部18での上床板23との接合箇所に三角片形
状の補強リブ25を、放射状に間隔を存して(図示では90
°間隔で)一体成形した。
The main body 20 is a circular cap, and triangular-shaped reinforcing ribs 25 are radially spaced from each other at a joint between the main body 20 and the upper floor plate 23 at the flange portion 18 (shown in the figure). Then 90
(At intervals of °).

【0020】このように三角片形状の補強リブ25を設け
ることで、本体部20と鍔部18の接合箇所が補強されると
ともに、鍔部18の上床板23も補強され、その結果、上床
板23にネジ止め孔22を設けたことによる断面欠損を補う
ことができる。
The provision of the triangular-shaped reinforcing ribs 25 reinforces the joint between the main body portion 20 and the flange portion 18 and also reinforces the upper floor plate 23 of the flange portion 18. As a result, the upper floor plate Cross-sectional defects caused by providing the screw holes 22 in 23 can be compensated.

【0021】さらに、鍔部18の側壁板24の下端に外向き
片部26を形成し、この外向き片部26に底辺が結合する三
角片形状の補強リブ27を側壁板24の外周に適宜間隔で一
体成形した。
Further, an outwardly facing piece 26 is formed at the lower end of the side wall plate 24 of the flange portion 18, and a triangular piece-shaped reinforcing rib 27 whose base is connected to the outwardly facing piece 26 is appropriately formed on the outer periphery of the side wall plate 24. They were integrally molded at intervals.

【0022】前記三角片形状の補強リブ27を設けること
で、鍔部18で前記補強リブ25で補強した上床板23以外の
残りの部分である側壁板24の部分の強度も向上させるこ
とができる。
By providing the triangular-shaped reinforcing ribs 27, the strength of the side wall plate 24, which is the remaining portion other than the upper floor plate 23 reinforced by the reinforcing ribs 25 at the flange portion 18, can be improved. .

【0023】使用法としては従来のグランドアンカーの
ヘッドキャップと同様でアンカー施工完了後上部からの
落石などによるテンドングリップ13のネジ山保護のため
に設けるが、図3に示すようにネジ止め孔22により支圧
板16にボルト止めする。
The head cap of the conventional ground anchor is used in order to protect the thread of the tendon grip 13 due to falling rocks from the upper part after the completion of the anchor work, as shown in FIG. To the support plate 16 with bolts.

【0024】その際、図4、図5に示すように支圧板16
は鍔部18内に収まり、外へ露出することはない。また、
自由に耐候性塗装を施して軽量受圧板19と色合わせを行
っておくことができる。
At this time, as shown in FIGS.
Fits inside the flange portion 18 and is not exposed outside. Also,
It is possible to freely apply weatherproof paint and match the color with the lightweight pressure receiving plate 19.

【0025】なお、グランドアンカーそのものについて
は特に限定はなく、引張り材5に従来通りのPC鋼材を
使用してもよく、さらに、他の新素材を利用することも
可能である。
The ground anchor itself is not particularly limited, and a conventional PC steel material may be used for the tensile member 5, and other new materials may be used.

【0026】[0026]

【発明の効果】以上述べたように本発明のグランドアン
カーのヘッドキャップは、支圧板を露出しないですむと
ともに自由に着色できるので、軽量受圧板との色合わせ
も可能で、環境に調和させることができるものである。
As described above, the head cap of the ground anchor according to the present invention does not need to expose the supporting plate and can be freely colored, so that the color matching with the light pressure receiving plate is possible, and it is possible to harmonize with the environment. You can do it.

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

【図1】本発明のグランドアンカーのヘッドキャップの
1実施形態を示す縦断正面図である。
FIG. 1 is a longitudinal sectional front view showing one embodiment of a head cap of a ground anchor of the present invention.

【図2】本発明のグランドアンカーのヘッドキャップの
1実施形態を示す平面図である。
FIG. 2 is a plan view showing one embodiment of a head cap of the ground anchor of the present invention.

【図3】本発明のグランドアンカーのヘッドキャップの
1実施形態を示す要部の縦断正面図である。
FIG. 3 is a vertical sectional front view of a main part showing one embodiment of a head cap of the ground anchor of the present invention.

【図4】本発明のグランドアンカーのヘッドキャップの
使用状態を示す一部切欠いた斜視図である。
FIG. 4 is a partially cutaway perspective view showing a use state of a head cap of the ground anchor of the present invention.

【図5】本発明のグランドアンカーのヘッドキャップの
使用状態を示す一部切欠いた側面図である。
FIG. 5 is a partially cutaway side view showing a use state of the head cap of the ground anchor of the present invention.

【図6】従来のグランドアンカーのヘッドキャップの使
用状態を示す一部切欠いた側面図である。
FIG. 6 is a partially cutaway side view showing a use state of a head cap of a conventional ground anchor.

【図7】従来のグランドアンカーのヘッドキャップの使
用状態を示す一部切欠いた斜視図である。
FIG. 7 is a partially cutaway perspective view showing a use state of a head cap of a conventional ground anchor.

【図8】従来例を示す平面図である。FIG. 8 is a plan view showing a conventional example.

【図9】従来例を示す縦断正面図である。FIG. 9 is a vertical sectional front view showing a conventional example.

【符号の説明】[Explanation of symbols]

1…定着長部 2…先端部 3…自由長部 4…アンカー頭部 5…引張り材 6…グラウト 7…先端ガイド 8…スペーサー 9…自由長部シース 10…止水材 11…スペーサー 12…頭部保護パイプ 13…テンドングリップ 14…熱収縮チューブ 15…隙間埋めパッキン 16…支圧板 16a…貫通孔 17…ナット 18…ヘッドキャップ 19…軽量受圧板 20…本体部 21…鍔部 22…ネジ止め孔 23…上床板 24…側壁板 25…補強リブ 26…外向き片部 27…補強リブ DESCRIPTION OF SYMBOLS 1 ... Fixing length part 2 ... Tip part 3 ... Free length part 4 ... Anchor head 5 ... Tensile material 6 ... Grout 7 ... Tip guide 8 ... Spacer 9 ... Free length part sheath 10 ... Waterproof material 11 ... Spacer 12 ... Head Part protection pipe 13 ... Tendon grip 14 ... Heat shrink tube 15 ... Gap filling 16 ... Support plate 16a ... Through hole 17 ... Nut 18 ... Head cap 19 ... Light pressure receiving plate 20 ... Main body 21 ... Flange 22 ... Screw hole 23 ... Upper floor plate 24 ... Side wall plate 25 ... Reinforcement rib 26 ... Outward facing part 27 ... Reinforcement rib

───────────────────────────────────────────────────── フロントページの続き (72)発明者 橋本 彬 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (72)発明者 菅 浩一 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (56)参考文献 特開 平6−336727(JP,A) 実開 平4−122736(JP,U) 実開 平6−63632(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 5/80 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Akira Hashimoto, Inventor, 8-14-14 Ginza, Chuo-ku, Tokyo Nittoku Construction Co., Ltd. (72) Koichi Suga, 8-14-14 Ginza, Chuo-ku, Tokyo, Japan (56) References JP-A-6-336727 (JP, A) JP-A-4-122736 (JP, U) JP-A-6-63632 (JP, U) (58) Fields investigated ( Int.Cl. 7 , DB name) E02D 5/80

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 本体部と鍔部とからなるものとして耐候
グレードのABS樹脂で射出成形したものであり、本体
部と鍔部との接合箇所に三角片形状の補強リブを放射状
に間隔を存して一体成形し、鍔部は上床板と、この上床
板外縁から垂下する側壁板とで支圧板を上からすっぽり
覆うような下面開放の偏平箱状体に形成し、側壁板の下
端をさらに外向き片部を形成し、この外向き片部に底辺
が結合する三角片形状の補強リブを側壁板外周に適宜間
隔で形成したことを特徴とするグランドアンカーのヘッ
ドキャップ。
1. A is obtained by injection molding of ABS resin weathering grades as comprising the main body and the flange portion, the main body
Triangular-shaped reinforcing ribs are radially provided at the joint between the flange and the flange
The flange is formed on the upper floor plate and the upper floor.
The supporting plate is formed as a flat box with an open bottom surface so that the supporting plate is completely covered from above with the side wall plate hanging down from the outer edge of the plate.
The end is further formed with an outward facing piece, and the outward facing
A triangular piece-shaped reinforcing rib to which the
A head cap of a ground anchor characterized by being formed at an interval .
JP19344596A 1996-07-23 1996-07-23 Ground anchor head cap Expired - Fee Related JP3195955B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19344596A JP3195955B2 (en) 1996-07-23 1996-07-23 Ground anchor head cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19344596A JP3195955B2 (en) 1996-07-23 1996-07-23 Ground anchor head cap

Publications (2)

Publication Number Publication Date
JPH1037188A JPH1037188A (en) 1998-02-10
JP3195955B2 true JP3195955B2 (en) 2001-08-06

Family

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JP19344596A Expired - Fee Related JP3195955B2 (en) 1996-07-23 1996-07-23 Ground anchor head cap

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8002508B2 (en) 2008-09-26 2011-08-23 Griptight Bolt Cover Co. Protective cover for fasteners
JP2015229849A (en) * 2014-06-04 2015-12-21 フクビ化学工業株式会社 Heat insulation material support and construction method for the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04122736U (en) * 1991-04-16 1992-11-05 勝利 村上 Head cap with protective agent for permanent anchor construction method
JPH0663632U (en) * 1992-03-04 1994-09-09 プラス・テク株式会社 Head cap
JP2842761B2 (en) * 1993-05-28 1999-01-06 住友電気工業株式会社 Permanent anchor body and method of forming the same

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JPH1037188A (en) 1998-02-10

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