JP2002364078A - Resin combined anchor device - Google Patents
Resin combined anchor deviceInfo
- Publication number
- JP2002364078A JP2002364078A JP2001174190A JP2001174190A JP2002364078A JP 2002364078 A JP2002364078 A JP 2002364078A JP 2001174190 A JP2001174190 A JP 2001174190A JP 2001174190 A JP2001174190 A JP 2001174190A JP 2002364078 A JP2002364078 A JP 2002364078A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- washer
- anchor device
- resin combined
- resin
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Joining Of Building Structures In Genera (AREA)
- Connection Of Plates (AREA)
- Dowels (AREA)
- Insertion Pins And Rivets (AREA)
Abstract
(57)【要約】
【課題】 コンクリート及びレンガ躯体の剥落防止工事
に最適なアンカー装置を提供すること。
【解決手段】 アンカー10が中空構造のアンカー本体
11の表面に環状溝13を設けると共に先端部からスリ
ット14を設け、中空部に長、短2種の打込みピン16
を選択的に挿入したものである。ワッシャー20は、中
心部に凹部を形成したカップ部材21の底部に通孔22
を設け、該カップ部材21の周縁部にフランジ部材23
を形成すると共に、該フランジ部材23に放射方向に延
びる複数枚の羽根部材24を設け、羽根部材24にはワ
ッシャーの中心から放射方向に延びる補強リブ25が形
成されいる。アンカー10とワッシャー20はセットし
た状態で使用する。
(57) [Summary] [PROBLEMS] To provide an anchor device most suitable for work for preventing concrete and brick skeletons from peeling off. SOLUTION: An anchor 10 has an annular groove 13 on the surface of an anchor body 11 having a hollow structure, a slit 14 is provided from a distal end portion, and two types of long and short driving pins 16 are provided in the hollow portion.
Are selectively inserted. The washer 20 is provided with a through hole 22 at the bottom of the cup member 21 having a recess formed at the center.
And a flange member 23 is provided on the periphery of the cup member 21.
The flange member 23 is provided with a plurality of blade members 24 extending in the radial direction, and the blade member 24 is formed with reinforcing ribs 25 extending in the radial direction from the center of the washer. The anchor 10 and the washer 20 are used in a set state.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、トンネル、橋梁
物、遮音壁等のコンクリート及びレンガ躯体またはレン
ガ構造物の剥落防止対策工事に使用するアンカー装置に
関している。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchoring device for use in concrete, such as tunnels, bridges, sound insulation walls, etc., and for work to prevent spalling of bricks or brick structures.
【0002】[0002]
【技術の技術】本発明のアンカー装置は、アンカー及び
ナットから構成されているが、従来のアンカーとして
は、まず、アンカーを母材に固着するためのアンカーの
一部分を打撃し、拡張部が開く打込み方式のアンカー
と、アンカーに螺合されるナット又はボルトを回転さ
せ、締付けることにより、拡張部が開く締付け方式のア
ンカーの両タイプを含む金属拡張アンカーがある(実開
平3−75305公報)。次に、前もって主剤と硬化剤
を定量分離収容したカプセル状の容器を穿孔穴に挿入
し、ボルトを回転・打撃しながら打ち込み、養生させ、
固着させるカプセル型と、主剤と硬化剤を混合し穿孔穴
に注入後、ボルトを静かに回しながら押し込み、養生さ
せ、固着させる注入型の両タイプを含む接着系アンカー
がある(特許第3141353号公報)。さらに、コン
クリート躯体とコンクリートの表面に形成されたタイル
やレンガなどの仕上材との境界面に生じた隙間に接着剤
を注入することと、仕上材の剥落防止ネットを固定する
ための注入ピンと、コンクリート躯体からタイルやレン
ガなどの仕上材が剥落するのを防ぐためのネットを固定
するためのアンカーピンの両方を含む外壁補修用アンカ
ーがある(特公平7−949公報)。又、ワッシャーの
従来技術は、通常の平らな丸ワッシャーである。2. Description of the Related Art An anchor device according to the present invention is composed of an anchor and a nut. As a conventional anchor, first, a part of an anchor for fixing the anchor to a base material is hit and an expanded portion is opened. There is a metal expansion anchor including both a driving-type anchor and a fastening-type anchor in which an expansion part is opened by rotating and tightening a nut or bolt screwed to the anchor (Japanese Utility Model Laid-Open No. 3-75305). Next, a capsule-shaped container containing a fixed amount of the main agent and the curing agent in advance is inserted into the perforated hole, and the bolt is driven while rotating and hitting, and cured.
There is an adhesive anchor including both a capsule type to be fixed and an injection type in which the main agent and the curing agent are mixed and injected into the perforated hole, then the bolt is gently pushed in while being rotated, cured, and fixed (Japanese Patent No. 3141353). ). Furthermore, by injecting an adhesive into a gap generated at a boundary surface between the concrete skeleton and a finishing material such as a tile or a brick formed on the surface of the concrete, and an injection pin for fixing a peel prevention net of the finishing material, There is an anchor for repairing an outer wall including both anchor pins for fixing a net for preventing a finishing material such as a tile or a brick from peeling off from a concrete body (Japanese Patent Publication No. 7-949). Also, the prior art of the washer is an ordinary flat round washer.
【0003】金属拡張アンカーは、拡張部を拡開させて
穿孔穴の内壁に機械的に固着させるものであり、アンカ
ーと穿孔穴の内壁との境界面に隙間があり地震や他の稼
動物からの振動等によってアンカーに緩みが生じて抜け
落ちる可能性がある。接着系アンカーは、施工直後には
固着力が発揮できず、接着剤が効果を発揮するするまで
はボルトに負荷をかけることができなかった。外壁補修
用アンカーは、アンカーの強度が劣っており、剥落防止
工事に使用するアンカーとしては不向きである。又、平
らな丸ワッシャーは、躯体にネットやシートを貼りつけ
た後にアンカーとワッシャーを施工後、セメントモルタ
ルなどの仕上材を吹付けたり接着樹脂を塗布する場合に
躯体面とワッシャーとの間に隙間ができにくいので、仕
上材または接着樹脂が入り込まず仕上面の一体化の有効
性が良好とはいえなっかた。[0003] The metal expansion anchor expands the expansion part and mechanically fixes the expansion part to the inner wall of the drilled hole. There is a gap at the boundary surface between the anchor and the inner wall of the drilled hole, and there is a gap between the anchor and the other moving object. There is a possibility that the anchor may be loosened and fall off due to vibration or the like. The adhesive anchor could not exert the fixing force immediately after the application, and could not apply a load to the bolt until the adhesive exerted its effect. Anchors for repairing outer walls are inferior in strength of anchors, and are not suitable as anchors used for spalling prevention work. In addition, flat round washers, after attaching a net or sheet to the skeleton, after applying an anchor and a washer, when spraying a finishing material such as cement mortar or applying an adhesive resin, between the skeleton surface and the washer Since it is difficult to form a gap, the finishing material or the adhesive resin does not enter and the effectiveness of integration of the finished surface is not good.
【0004】[0004]
【発明が解決しようとする課題】本発明の課題は、トン
ネル、橋梁物、遮音壁等のコンクリート及びレンガ躯体
またはレンガ構造物の剥落防止対策工事に最適なアンカ
ー装置を提供することである。SUMMARY OF THE INVENTION An object of the present invention is to provide an anchor device which is most suitable for work for preventing concrete, such as a tunnel, a bridge, a sound insulation wall, etc., and a brick body or a brick structure from falling off.
【0005】[0005]
【課題を解決するための手段】解決手段の第1は、アン
カーが、基端部にフランジを設けた中空構造のアンカー
本体の表面に連続する環状溝を設けると共に先端部から
軸方向に沿ってスリットを設け、中空部は先端部近くが
小径に形成されており、該中空部には期端部から先端が
尖り形状でありアンカー本体と同一長さ又はそれより短
く形成した打込みピンを挿入したものであり、上記アン
カーにワッシャーを組付け、コンクリート躯体及びレン
ガ躯体等の剥落対策工事に用いるネット又は繊維シート
を固定する場合、アンカーの初期荷重には金属拡張アン
カー機能で効果を発揮させ、アンカーの終局荷重には接
着アンカー機能で効果を発揮させることを特徴とするも
のである。解決手段の第2は、解決手段の第1におい
て、アンカーは、連続する環状溝を少なくとも先端部か
ら約2分の1程度の長さの表面に設けたことを特徴とす
る。解決手段の第3は、解決手段の第1において、アン
カーは、スリットを先端部から軸方向に沿って全長の約
4分の3程度の長さに形成したことを特徴とする。解決
手段の第4は、解決手段の第1において、ワッシャー
は、羽根部材を有し該羽根部材が複数であることを特徴
とする。解決手段の第5は、解決手段の第4において、
ワッシャーは、中心部にカップ状部材を形成したことを
特徴とする。解決手段の第6は、解決手段の第4又は第
5において、ワッシャーは、羽根部材に補強リブを形成
したことを特徴とする。A first solution is that the anchor is provided with a continuous annular groove on the surface of a hollow-structured anchor body provided with a flange at a base end, and extends along the axial direction from the tip. A slit is provided, and the hollow portion is formed with a small diameter near the distal end, and a driving pin having a pointed shape from the initial end and having the same length as or shorter than the anchor body is inserted into the hollow portion. When attaching a washer to the above anchor and fixing a net or a fiber sheet used for work to prevent the concrete frame and brick frame from peeling off, the initial load of the anchor is made effective by the metal expansion anchor function. Is characterized by exerting an effect on the ultimate load by an adhesive anchor function. A second aspect of the invention is characterized in that, in the first aspect of the invention, the anchor is provided with a continuous annular groove on a surface having a length at least about one half from a tip end. A third aspect of the present invention is characterized in that, in the first aspect of the present invention, the anchor is formed such that the slit has a length of about three quarters of the total length along the axial direction from the distal end portion. A fourth aspect of the invention is characterized in that, in the first aspect of the invention, the washer has a blade member and a plurality of the blade members. A fifth solution is the fourth solution.
The washer is characterized in that a cup-shaped member is formed at the center. According to a sixth aspect of the present invention, in the fourth or fifth aspect of the present invention, the washer has a reinforcing rib formed on the blade member.
【0006】[0006]
【発明の実施の形態】図1から図4において、アンカー
10は、中空構造のアンカー本体11の基端部にフラン
ジ12を設け、先端部から全長の約2分の1程度の長さ
に至る表面に連続する環状溝13を設けると共に、先端
部から軸方向に沿って全長の約4分の3程度の長さに形
成したスリット14を設けたものである。又、アンカー
本体11の中空部15は先端部近くが小径部15aに形
成されており、該中空部15内には先端が尖り形状を有
する打込みピン16が挿入されている。1 to 4, an anchor 10 is provided with a flange 12 at a base end of an anchor body 11 having a hollow structure, and extends from a distal end to a length of about one half of the entire length. A continuous annular groove 13 is provided on the surface, and a slit 14 is formed to have a length of about three-fourths of the total length along the axial direction from the tip. The hollow portion 15 of the anchor body 11 has a small-diameter portion 15a formed near the distal end, and a driving pin 16 having a sharpened distal end is inserted into the hollow portion 15.
【0007】実施例のアンカー10は、接着系と打込み
式の効果を兼ねた併用型のアンカーである。このため環
状溝13は先端部から約2分の1程度の長さにしたが、
アンカー全体に環状溝13を形成してもよい。又、スリ
ット14を全長の約4分の3程度の長さにしたのは、ア
ンカー先端部のみを拡開するのではなく、アンカーの全
面を利用して拡開し、固定することにより躯体30が例
えばレンガ構造などであって硬度が低い場合にも対応さ
せるためである。The anchor 10 of the embodiment is a combined type anchor having both an adhesive system and a driving effect. For this reason, the annular groove 13 was made about half as long as the tip,
An annular groove 13 may be formed in the entire anchor. Also, the reason why the slit 14 is made to have a length of about three quarters of the entire length is that not only the distal end of the anchor is expanded, but also the entire surface of the anchor is expanded and fixed, so that the frame 30 is fixed. This is for the purpose of coping with a case where the hardness is low, for example, in a brick structure.
【0008】なお、打込みピン16の長さは、図2aで
はアンカー本体11と略同じ長さであるが、図2bでは
アンカーピン16aがアンカー本体11内に収容される
長さとした。図2aにおいて、長い方の打込みピン16
を中空部15内に挿入して基端部から突出する部分を叩
打すると、先端が小径部15aに達してアンカー本体1
1の先端部が拡開する。一方、図2bにおいて、短い方
の打込みピン16aは打込み棒を使用して叩打し、アン
カー本体11の先端を拡開するが、この場合は打込みピ
ン16aの基端部がスリット14の基端部よりも奥に達
しており、アンカー施工後にアンカー本体11内に樹脂
接着剤34を注入してスリット14から施工穴とアンカ
ーとの間に注入した樹脂接着剤34を充填することがで
きる。Although the length of the driving pin 16 is substantially the same as the length of the anchor body 11 in FIG. 2A, the length is such that the anchor pin 16a is accommodated in the anchor body 11 in FIG. 2B. In FIG. 2a, the longer driving pin 16
Is inserted into the hollow portion 15 and the portion protruding from the base end is hit, so that the tip reaches the small-diameter portion 15a and the anchor body 1
The front end of 1 is expanded. On the other hand, in FIG. 2B, the shorter driving pin 16a is hit with a driving rod to expand the distal end of the anchor body 11, and in this case, the proximal end of the driving pin 16a is After the anchor is installed, the resin adhesive 34 is injected into the anchor main body 11 so that the resin adhesive 34 injected between the installation hole and the anchor from the slit 14 can be filled.
【0009】上記環状溝13は、1条ずつ環状に形成し
てもよいが、ねじ切りの要領で螺旋状に形成してもよ
い。さらに上記スリット14は、アンカー本体11の中
心を通りかつ軸方向に沿って設けられており、アンカー
本体を2枚の部材に分割するものである。The annular groove 13 may be formed in an annular shape one by one, but may be formed in a helical shape by threading. Further, the slit 14 is provided along the axial direction passing through the center of the anchor main body 11 and divides the anchor main body into two members.
【0010】図3に示すワッシャー20は、中心部に凹
部を形成したカップ部材21の底部に通孔22を設け、
該カップ部材21の周縁部にフランジ部材23を形成す
ると共に、該フランジ部材23に放射方向に延びる複数
枚の羽根部材24を設けたものである。なお、羽根部材
24にはワッシャーの中心から放射方向に延びる補強リ
ブ25が形成されている。ワッシャー20にカップ部材
21を設けたものは、躯体30にセメントモルタル32
を吹き付けてネット31を張るときに適するが、接着樹
脂42を塗って繊維シート41を張るときは、仕上材の
厚みが薄いので図4に示すようなワッシャー20aがよ
い。なお、この場合も羽根部材24aには補強リブ25
aを形成する。The washer 20 shown in FIG. 3 is provided with a through hole 22 at the bottom of a cup member 21 having a concave portion at the center.
A flange member 23 is formed on the periphery of the cup member 21 and a plurality of blade members 24 extending in the radial direction are provided on the flange member 23. The blade member 24 has a reinforcing rib 25 extending radially from the center of the washer. When the washer 20 and the cup member 21 are provided, a cement mortar 32
Is applied when the net 31 is stretched by spraying, but when the adhesive sheet 42 is applied and the fiber sheet 41 is stretched, the washer 20a as shown in FIG. In this case as well, the reinforcing rib 25 is provided on the blade member 24a.
a is formed.
【0011】羽根部材24の枚数は4枚であるが、枚数
は3枚でもよく、又、羽根部材24に形成する補強リブ
25は先端部からカップ部材21のカップに至るまでで
もよく、あるいは、図4に示す他の羽根部材24aのよ
うに補強リブ25aを羽根部材24aの中間に形成する
ものでもよい。Although the number of the blade members 24 is four, the number of the blade members 24 may be three, and the reinforcing rib 25 formed on the blade member 24 may be from the tip end to the cup of the cup member 21, or Like the other blade member 24a shown in FIG. 4, the reinforcing rib 25a may be formed in the middle of the blade member 24a.
【0012】次に、図5により実施例のアンカー装置を
使用して補修工事を行う作業手順を説明する。コンクリ
ート躯体及びレンガ躯体で剥落するおそれがある区域を
補修するに際し、最初に躯体30にネット31をあてが
い、セメントモルタル32を吹き付けてネット31を張
り付ける。次にネット31を固定するためにアンカー1
0を施工する。Next, an operation procedure for performing repair work using the anchor device of the embodiment will be described with reference to FIG. When repairing an area where there is a possibility that the concrete skeleton and the brick skeleton may fall off, a net 31 is first applied to the skeleton 30, and the net 31 is attached by spraying a cement mortar 32. Next, anchor 1 to fix net 31
0 is constructed.
【0013】アンカーの施工は、躯体30に施工するア
ンカーのサイズに適応するドリルを選んで施工穴33を
穿ける(図5a)。次いで、施工穴33内に奥部から樹
脂接着剤34を注入する(図5b)。さらに続いて、施
工孔33内にアンカーボルトを施工するが、アンカー1
0はワッシャー20の通孔22に先端部を施工穴22に
先端部をカップ底板から突出させて挿入しておき、ワッ
シャーを組み付けた状態で先端部を施工穴33に差し込
む。このとき、ワッシャー20がネット31を押さえて
いることが必要である(図5c)。[0013] In the construction of the anchor, a drill suitable for the size of the anchor to be constructed on the skeleton 30 is selected and a construction hole 33 is drilled (Fig. 5a). Next, the resin adhesive 34 is injected into the installation hole 33 from the back (FIG. 5B). Subsequently, an anchor bolt is installed in the installation hole 33.
No. 0 inserts the leading end into the through hole 22 of the washer 20 by inserting the leading end into the working hole 22 with the leading end protruding from the cup bottom plate, and inserts the leading end into the working hole 33 with the washer assembled. At this time, it is necessary that the washer 20 presses the net 31 (FIG. 5C).
【0014】アンカー10には打込みピン16が挿入さ
れているから、施工穴33に差し込んだアンカー10か
ら突出している打込みピン16をハンマーで叩打し、打
込みピン16の先端が中空部15の小径部15aに突入
してアンカー先端を拡張し、当該アンカー10を躯体3
0に施工する。このとき、羽根部材24と躯体30の表
面との間にはセメントモルタル32が入り込んで隙間が
形成されないことがよいが、羽根部材24と躯体30と
の間に隙間が形成されてしまう場合がある(図5d)。Since the driving pin 16 is inserted into the anchor 10, the driving pin 16 projecting from the anchor 10 inserted into the installation hole 33 is hit with a hammer, and the tip of the driving pin 16 is formed into a small diameter portion of the hollow portion 15. 15a, the tip of the anchor is extended, and the anchor 10 is
Work on 0. At this time, it is preferable that the cement mortar 32 does not enter between the blade member 24 and the surface of the frame 30 to form a gap, but a gap may be formed between the blade member 24 and the frame 30. (FIG. 5d).
【0015】図6は補修工事が完了した状態を示してお
り、アンカー10を施工してワッシャー20がネット3
1を固定した状態で、ワッシャー20及びネット31の
上から仕上用セメントモルタル35を吹き付け、当該ワ
ッシャー20とネット31を仕上用セメントモルタル3
5内に埋め込む。なお、最初にネット31を張り付ける
際のセメントモルタル32の吹き付けで、躯体30と羽
根部材24との隙間にセメントモルタル32が十分入り
込まずに隙間が形成される場合もあるが、仕上げのため
に再度仕上用セメントモルタル35を吹き付けた時に、
羽根部材24の裏側に仕上用セメントモルタル35が入
り込み、仕上用セメントモルタル35とワッシャー20
の接着が強固なものとなる。FIG. 6 shows a state in which the repair work has been completed.
In a state where 1 is fixed, a cement mortar 35 for finishing is sprayed from above the washer 20 and the net 31, and the washer 20 and the net 31 are mixed with the cement mortar 3 for finishing.
Embed in 5. In addition, when the cement mortar 32 is sprayed at the time of attaching the net 31 first, a gap may be formed without sufficiently entering the cement mortar 32 into the gap between the frame 30 and the blade member 24, but for finishing, When spraying the finishing cement mortar 35 again,
The finishing cement mortar 35 enters the back side of the blade member 24, and the finishing cement mortar 35 and the washer 20.
Bonding becomes strong.
【0016】図7は、補修区域に繊維シートを張り付け
て補修する補修工事が完了した状態を示しており、剥落
のおそれがある補修区域の躯体30に繊維シート41を
あてがい、その上から接着樹脂42を塗って繊維シート
41を張り付け、次いで当該繊維シート41を固定する
ためにアンカー10を施工するが、その作業手順は図5
に示す手順と同じである。繊維シート41を張り付ける
のに接着樹脂42を使用する場合は、仕上用接着樹脂4
5の厚みが薄いので、ワッシャー20aは全体が薄いも
のを使用することでワッシャー20aを仕上用接着樹脂
45内に埋め込むことができる。FIG. 7 shows a state in which the repair work for attaching and repairing the fiber sheet to the repair area is completed. The fiber sheet 41 is applied to the skeleton 30 of the repair area where there is a possibility of peeling, and the adhesive resin is applied from above. 42, the fiber sheet 41 is attached, and then the anchor 10 is installed to fix the fiber sheet 41. The operation procedure is shown in FIG.
Is the same as the procedure shown in FIG. When the adhesive resin 42 is used for attaching the fiber sheet 41, the finishing adhesive resin 4 is used.
5, the washer 20a can be embedded in the finishing adhesive resin 45 by using a thin washer 20a as a whole.
【0017】ワッシャー20,20aは、一方がカップ
部材21を設けて全体を厚く形成したものと(図3)、
薄く形成したものがあり(図4)、実施例では、厚いワ
ッシャー20がセメントモルタルを使用して補修工事を
行う場合、薄いワッシャー20aが接着樹脂を使用して
補修工事を行う場合として説明したが、特にセメントモ
ルタルを使用する場合は、ワッシャーは何れの構造でも
対応できる。One of the washers 20, 20a is provided with a cup member 21 and the other is formed thick (FIG. 3).
There is a case where the thin washer 20 is used for repair work using cement mortar, and the thin washer 20a is used for repair work using an adhesive resin. When using cement mortar, in particular, the washer can be used with any structure.
【0018】[0018]
【発明の効果】(1)本発明は接着系アンカーと金属拡
張アンカーの機能を兼ねた併用型であるので、施工直後
から樹脂接着剤を注入し樹脂接着剤が硬化するまでの初
期荷重に対して固着力を十分に発揮でき、また樹脂接着
剤の硬化後は地震や他の稼動物からの振動等によりアン
カーに緩みが発生し、抜け落ちる可能性は減り長期的な
固着力を維持することができる。 (2)ワッシャーにカップ部材を設けているので、躯体
に張りつけたネットや繊維シートを固定したアンカー及
びワッシャーの上面にセメントモルタルや接着樹脂を塗
るときに、ワッシャーの表面にも裏面にも、セメントモ
ルタル及び接着樹脂を行き渡らせることができ、躯体と
仕上面との一体化を良好なものとすることができる。 (3)打込みピンの長さを変えるだけで施工穴へ樹脂接
着剤を注入後アンカーを施工する場合と、施工穴へ樹脂
接着剤を注入後アンカーを施工し、さらにアンカー本体
に樹脂接着剤を注入してスリットから施工穴とアンカー
との間に樹脂接着剤を充填する場合の2通りの注入方法
に対応できる。 (4)アンカー本体の表面に環状溝を設けてあるので、
接着系アンカー機能としての接着力を向上させることが
できる。 (5)アンカー本体に長いスリットを設けているので、
アンカー全体を拡開し躯体に固着させるので、躯体が例
えばレンガ構造などであって硬度が低い場合にも対応さ
せることができる。(1) Since the present invention is a combined type having both functions of an adhesive anchor and a metal expansion anchor, the initial load from injection of the resin adhesive immediately after the construction until the resin adhesive is hardened is obtained. After the resin adhesive has hardened, the anchor may become loose due to earthquakes or vibrations from other moving objects, reducing the possibility of falling off and maintaining long-term adhesion. it can. (2) Since the washer is provided with a cup member, when applying cement mortar or adhesive resin to the upper surface of the washer and the anchor to which the net or fiber sheet is fixed, the cement is applied to both the front and back surfaces of the washer. The mortar and the adhesive resin can be spread, and the integration between the skeleton and the finished surface can be improved. (3) When the anchor is installed after injecting the resin adhesive into the hole by simply changing the length of the driving pin, or when the resin adhesive is injected into the hole and the anchor is installed, and then the resin adhesive is applied to the anchor body. It is possible to cope with two types of injection methods in the case of injecting and filling a resin adhesive from the slit into the working hole and the anchor. (4) Since an annular groove is provided on the surface of the anchor body,
The adhesive force as an adhesive anchor function can be improved. (5) Since the anchor body has a long slit,
Since the whole anchor is expanded and fixed to the skeleton, it is possible to cope with a case where the skeleton has, for example, a brick structure and low hardness.
【図1】アンカー装置の斜視図FIG. 1 is a perspective view of an anchor device.
【図2】アンカー本体を示し、aは長い打込みピン、b
は短い打込みピンを備えた各正面図。FIG. 2 shows the anchor body, a is a long driving pin, b
Is a front view with short driving pins.
【図3】ワッシャーをしめし、aは正面図、bは一部切
断の側面図。FIG. 3 shows a washer, a is a front view, and b is a partially cut-away side view.
【図4】ワッシャーの他の実施例を示し、aは正面図、
bは一部切断の側面図。FIG. 4 shows another embodiment of the washer, wherein a is a front view,
b is a side view of a partial cut.
【図5】アンカー装置を利用して補修作業を行う手順を
示す作業行程図。FIG. 5 is a work process chart showing a procedure for performing repair work using an anchor device.
【図6】セメントモルタルを使用して補修作業をした状
態を示す断面図。FIG. 6 is a cross-sectional view showing a state where repair work is performed using cement mortar.
【図7】接着樹脂を使用して補修作業をした状態を示す
断面図FIG. 7 is a cross-sectional view showing a state where a repair work is performed using an adhesive resin.
10 アンカー 11 アンカー本体 12 フランジ 13 環状溝 14 スリット 15 中空部 16 打込みピン 20 ワッシャー 21 カップ部材 22 通孔 23 フランジ部材 24 羽根部材 25 補強リブ 30 躯体 31 ネット 32 セメントモルタル 33 施工穴 34 樹脂接着剤 35 仕上用セメントモルタル 41 繊維シート 42 接着樹脂 45 仕上用接着樹脂 DESCRIPTION OF SYMBOLS 10 Anchor 11 Anchor main body 12 Flange 13 Annular groove 14 Slit 15 Hollow part 16 Driving pin 20 Washer 21 Cup member 22 Through hole 23 Flange member 24 Blade member 25 Reinforcement rib 30 Body 31 Net 32 Cement mortar 33 Construction hole 34 Resin adhesive 35 Cement mortar for finishing 41 Fiber sheet 42 Adhesive resin 45 Adhesive resin for finishing
───────────────────────────────────────────────────── フロントページの続き (72)発明者 新堀 敏彦 東京都渋谷区代々木2丁目2番2号 東日 本旅客鉄道株式会社内 (72)発明者 佐藤 勝幸 東京都荒川区東日暮里1丁目24番10号 サ ンコーテクノ株式会社内 (72)発明者 小林 毅 東京都荒川区東日暮里1丁目24番10号 サ ンコーテクノ株式会社内 Fターム(参考) 2D041 GA03 GC02 GC12 2E125 AA76 AF01 AF02 AG10 AG12 BA13 BA17 BB08 BB25 BB35 BE05 BE07 CA74 CA79 CA84 EB02 3J001 FA02 GB09 HA02 JD02 KA26 KB04 3J025 AA02 BA11 BA32 BA34 CA03 DA06 DA08 EA01 3J036 AA05 FA01 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toshihiko Niibori 2-2-2 Yoyogi, Shibuya-ku, Tokyo Inside the East Japan Railway Company (72) Inventor Katsuyuki Sato 1-24-24 Higashi-Nippori, Arakawa-ku, Tokyo No. 10 Sanko Techno Co., Ltd. (72) Inventor Takeshi Kobayashi 1-24-10, Higashi-Nippori, Arakawa-ku, Tokyo F-term in Sanko Techno Co., Ltd. BB35 BE05 BE07 CA74 CA79 CA84 EB02 3J001 FA02 GB09 HA02 JD02 KA26 KB04 3J025 AA02 BA11 BA32 BA34 CA03 DA06 DA08 EA01 3J036 AA05 FA01
Claims (6)
(12)を設けた中空構造のアンカー本体(11)の表
面に連続する環状溝(13)を設けると共に先端部から
軸方向に沿ってスリット(14)を設け、中空部(1
5)は先端部近くが小径に形成されており、該中空部
(15)には期端部から先端が尖り形状でありアンカー
本体(11)と同一長さ又はそれより短く形成した打込
みピン(16)を挿入したものであり、上記アンカーに
ワッシャー(20)を組付け、コンクリート躯体及びレ
ンガ躯体等の剥落対策工事に用いるネット(31)又は
繊維シート(41)を固定する場合、アンカーの初期荷
重には金属拡張アンカー機能で効果を発揮させ、アンカ
ーの終局荷重には接着アンカー機能で効果を発揮させる
ことを特徴とする樹脂併用アンカー装置。An anchor (10) is provided with a continuous annular groove (13) on the surface of a hollow-structured anchor body (11) having a flange (12) at a base end, and is axially extending from a distal end. Slit (14) to provide a hollow part (1
5) is formed with a small diameter near the front end, and the hollow portion (15) has a pointed end from the initial end and has the same length as or shorter than the anchor body (11). 16) is inserted, and a washer (20) is attached to the anchor to fix a net (31) or a fiber sheet (41) used for work to prevent the concrete body and the brick body from peeling off. A resin combined anchor device characterized in that the metal expansion anchor function is effective for loads and the adhesive anchor function is effective for the ultimate load of the anchor.
(13)を少なくとも先端部から約2分の1程度の長さ
の表面に設けたことを特徴とする請求項1に記載の樹脂
併用アンカー装置。2. The resin combination according to claim 1, wherein the anchor (10) is provided with a continuous annular groove (13) on a surface at least about one-half its length from the tip end. Anchor device.
を先端部から軸方向に沿って全長の約4分の3程度の長
さに形成したことを特徴とする請求項1に記載の樹脂併
用アンカー装置。3. The anchor (10) is provided with a slit (14).
The resin combined anchor device according to claim 1, wherein the length is formed to be approximately three-fourths of the total length from the distal end portion in the axial direction.
4)を有し該羽根部材(24)が複数枚であることを特
徴とする請求項1に記載の樹脂併用アンカー装置。4. The washer (20) includes a blade member (2).
The resin combined anchor device according to claim 1, wherein the blade member (24) includes a plurality of blade members (4).
部材(21)を形成したことを特徴とする請求項4に記
載の樹脂併用アンカー装置。5. The resin combined anchor device according to claim 4, wherein the washer (20) has a cup member (21) formed at a central portion thereof.
4)に補強リブを形成したことを特徴とする請求項4又
は5に記載の樹脂併用アンカー装置。6. The washer (20) includes a blade member (2).
The resin combined anchor device according to claim 4 or 5, wherein a reinforcing rib is formed in (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001174190A JP3686593B2 (en) | 2001-06-08 | 2001-06-08 | Resin combined anchor device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001174190A JP3686593B2 (en) | 2001-06-08 | 2001-06-08 | Resin combined anchor device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002364078A true JP2002364078A (en) | 2002-12-18 |
| JP3686593B2 JP3686593B2 (en) | 2005-08-24 |
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ID=19015511
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001174190A Expired - Lifetime JP3686593B2 (en) | 2001-06-08 | 2001-06-08 | Resin combined anchor device |
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| Country | Link |
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| JP (1) | JP3686593B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007120705A (en) * | 2005-10-31 | 2007-05-17 | Jpf Works Kk | Expandable anchor plug and construction method using screw-type anchor having the same |
| JP2008202251A (en) * | 2007-02-16 | 2008-09-04 | Sunroad Co Ltd | Reinforcing tool for concrete structure, and reinforcing structure and reinforcing construction method using the same |
| GB2463945A (en) * | 2008-10-06 | 2010-04-07 | Beries Copeland | Interlocking connector with radial arms and round centre |
| JP2015200093A (en) * | 2014-04-07 | 2015-11-12 | 株式会社大林組 | Construction method of concrete structure |
| JP2016017396A (en) * | 2014-07-11 | 2016-02-01 | 株式会社住軽日軽エンジニアリング | Hole-in anchor and connection structure |
-
2001
- 2001-06-08 JP JP2001174190A patent/JP3686593B2/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007120705A (en) * | 2005-10-31 | 2007-05-17 | Jpf Works Kk | Expandable anchor plug and construction method using screw-type anchor having the same |
| JP2008202251A (en) * | 2007-02-16 | 2008-09-04 | Sunroad Co Ltd | Reinforcing tool for concrete structure, and reinforcing structure and reinforcing construction method using the same |
| GB2463945A (en) * | 2008-10-06 | 2010-04-07 | Beries Copeland | Interlocking connector with radial arms and round centre |
| GB2463945B (en) * | 2008-10-06 | 2013-05-29 | Beries Copeland | Reinforced block work system comprising reinforcing key and blocks engineered to fit the keys |
| JP2015200093A (en) * | 2014-04-07 | 2015-11-12 | 株式会社大林組 | Construction method of concrete structure |
| JP2016017396A (en) * | 2014-07-11 | 2016-02-01 | 株式会社住軽日軽エンジニアリング | Hole-in anchor and connection structure |
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| Publication number | Publication date |
|---|---|
| JP3686593B2 (en) | 2005-08-24 |
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