JP2018040232A - Method and device for silently driving anchor pin - Google Patents

Method and device for silently driving anchor pin Download PDF

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JP2018040232A
JP2018040232A JP2016177000A JP2016177000A JP2018040232A JP 2018040232 A JP2018040232 A JP 2018040232A JP 2016177000 A JP2016177000 A JP 2016177000A JP 2016177000 A JP2016177000 A JP 2016177000A JP 2018040232 A JP2018040232 A JP 2018040232A
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anchor
rod
anchor pipe
pilot hole
tip
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JP6868752B2 (en
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透一 野村
Toichi Nomura
透一 野村
修 榎本
Osamu Enomoto
修 榎本
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E PLANNER KK
NIPPON JUSHI SEKO KYODO KUMIAI
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NIPPON JUSHI SEKO KYODO KUMIAI
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Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for silently driving an expansion plug using a push-in rod of a simple configuration, at an appropriate position.SOLUTION: In a method to drive an anchor pin, an anchor pipe 28 is inserted into a prepared hole 27 on a concrete building frame 25, an expansion plug 33 inserted inside is driven, and a tip slit 32 expands to anchor the anchor pipe 28 in the prepared hole 27. A male screw part 38 of a push-in rod 36 is screwed into a female screw part 35 inside the anchor pipe 28, and a flange part 29 at an opening edge of the anchor pipe 28 is adhered on an opening of the prepared hole 27 in a way that prevents co-rotation. The expansion plug 33 is pushed out silently by a tip rod 37 at a tip of the push-in rod 36 as the male screw part 38 penetrates while being screwed, thus expanding a tip part 31 and anchoring the anchor pipe in the prepared hole 27.SELECTED DRAWING: Figure 1

Description

本発明は、コンクリート躯体に外壁材等を固定するためのアンカーピンの無音打ち込み方法及び装置に関するものである。   TECHNICAL FIELD The present invention relates to an anchor pin silent driving method and apparatus for fixing an outer wall material or the like to a concrete frame.

この種アンカーピンの打ち込み装置には、従来から図4に示す方法(特許文献1)が知られている。   Conventionally, a method shown in FIG. 4 (Patent Document 1) is known for this kind of anchor pin driving device.

図4に示す方法は、モルタル外壁11からコンクリート躯体10に到達する打ち込み穴13を開口し、肩面に鍔付きのアンカーピン12を差し込み、内部の拡開プラグ17に打ち込み棒15を当接し、ハンマー16で打ち込むことにより、割り溝14を拡開して打ち込み穴13に圧着する方法である。   In the method shown in FIG. 4, a driving hole 13 reaching the concrete housing 10 from the mortar outer wall 11 is opened, a hooked anchor pin 12 is inserted into the shoulder surface, and the driving bar 15 is brought into contact with the internal expansion plug 17. In this method, the split groove 14 is expanded and pressed into the driving hole 13 by driving with a hammer 16.

この図4に示す方法は、ハンマー16で拡開プラグ17を打ち込むので、病院や学校などの静粛性が要求される工事現場では、騒音や振動が発生し、打撃によるアンカー取付け方法は不向きである。
この問題を解決するために、図5に示す特許文献2には、無音による方法が記載されている。この方法は、コンクリート躯体10の打ち込み穴13にアンカーピン12を挿入し、このアンカーピン12の内側の雌ねじ21に、アンカー保持具18の先端の雄ねじ20を螺合し、このアンカー保持具18を加圧手段19に連結し、加圧手段19の押圧ロッド22で打ち込み棒15をゆっくりと押し出すことで拡開プラグ17を叩き込むことなく押し込み、この拡開プラグ17でアンカーピン12の先端部の割り溝14を拡開し、打ち込み穴13に圧着する方法である。
In the method shown in FIG. 4, since the expansion plug 17 is driven with the hammer 16, noise and vibration are generated at a construction site requiring quietness such as a hospital or a school, and the anchor mounting method by hitting is not suitable. .
In order to solve this problem, a silent method is described in Patent Document 2 shown in FIG. In this method, the anchor pin 12 is inserted into the driving hole 13 of the concrete housing 10, the male screw 20 at the tip of the anchor holder 18 is screwed into the female screw 21 inside the anchor pin 12, and the anchor holder 18 is attached. It is connected to the pressurizing means 19, and the driving rod 15 is slowly pushed out by the pressing rod 22 of the pressurizing means 19, so that the expansion plug 17 is pushed in without being struck. In this method, the groove 14 is expanded and pressed into the driving hole 13.

実開平8−183号公報Japanese Utility Model Publication No. 8-183 特開2004−176303号公報JP 2004-176303 A

特許文献2に示す方法は、打撃音がなくなり、静粛性を保つことができるが、次のような問題点を有する。
(1)加圧手段19の押圧ロッド22に連動する打ち込み棒15で拡開プラグ17を押し込むためには、加圧手段19とアンカーピン12とを一体化する必要がある。そのため、加圧手段19とアンカーピン12との間にアンカー保持具18を介在して一体化している。このアンカー保持具18は、アンカーピン12の雌ねじ21に螺合する雄ねじ20を形成した筒部23と、加圧手段19と一体に連結する鍔部24と、押圧ロッド22と打ち込み棒15を包み込む空洞部と、打ち込み棒15が貫通する導通孔部などの複雑な構成のアンカー保持具18を必要とする。
(2)アンカーピン12の長さに応じて打ち込み棒15の長さの異なるものが必要になるだけでなく、この打ち込み棒15と押圧ロッド22を包み込む部分の長さの異なるアンカー保持具18を用意する必要があり、アンカー保持具18としての大きさの異なる複数種類の工具を準備しなければならない。
(3)打ち込み棒15と押圧ロッド22の接する部分は、アンカー保持具18で包囲されているので、打ち込み棒15の挿入される距離が不明であり、拡開プラグ17が適正位置まで挿入されたかどうかの確認ができない。
The method shown in Patent Document 2 eliminates the hitting sound and can maintain quietness, but has the following problems.
(1) In order to push in the expansion plug 17 with the driving rod 15 interlocked with the pressing rod 22 of the pressurizing means 19, the pressurizing means 19 and the anchor pin 12 need to be integrated. Therefore, the anchor holder 18 is interposed between the pressurizing means 19 and the anchor pin 12 so as to be integrated. The anchor holder 18 wraps the cylindrical portion 23 formed with the male screw 20 to be screwed into the female screw 21 of the anchor pin 12, the flange portion 24 integrally connected to the pressing means 19, the pressing rod 22 and the driving rod 15. The anchor holder 18 having a complicated structure such as a hollow portion and a conduction hole portion through which the driving rod 15 passes is required.
(2) Not only are the driving rods 15 different in length depending on the length of the anchor pin 12, but the anchor holders 18 having different lengths for the portions that enclose the driving rod 15 and the pressing rod 22 are provided. It is necessary to prepare a plurality of types of tools having different sizes as the anchor holder 18.
(3) Since the portion where the driving rod 15 and the pressing rod 22 are in contact with each other is surrounded by the anchor holder 18, the insertion distance of the driving rod 15 is unknown and the expansion plug 17 has been inserted to the proper position. I can't confirm.

本発明は、単純な構成の押し込み棒により無音で拡開プラグを打ち込むことができ、かつ、適正な位置に拡開プラグを打ち込むことができるような方法とその装置を提供しようとするものである。   The present invention is intended to provide a method and an apparatus capable of driving the expansion plug silently with a push bar having a simple structure and capable of driving the expansion plug into an appropriate position. .

本発明の請求項1におけるアンカーピンの無音打ち込み方法は、
コンクリート躯体25の下穴27にアンカーパイプ28を挿入し、このアンカーパイプ28の内部に差し込んだ拡開プラグ33を打ち込み、前記アンカーパイプ28の先端に設けた凹凸部31と軸方向に設けたすり割り32とを拡開して前記アンカーパイプ28を前記下穴27内に固着するアンカーピンの無音打ち込み方法において、
前記アンカーパイプ28の内側の基端部付近に設けた雌ねじ部35に押し込み棒36の雄ねじ部38を螺合し、前記アンカーパイプ28の開口端の鍔部29を前記下穴27の開口部に、共回り防止状態に密着し、前記雄ねじ部38の螺合侵入により前記押し込み棒36の先端の先端ロッド37で前記拡開プラグ33を押し出すことにより、前記凹凸部31を拡開して前記下穴27に前記アンカーパイプ28を固着するようにしたことを特徴とする。
According to claim 1 of the present invention, the anchor pin is silently driven.
An anchor pipe 28 is inserted into the pilot hole 27 of the concrete casing 25, and an expansion plug 33 inserted into the anchor pipe 28 is driven in, and an uneven portion 31 provided at the tip of the anchor pipe 28 and a slip provided in the axial direction. In the silent driving method of the anchor pin that expands the split 32 and fixes the anchor pipe 28 in the pilot hole 27,
The male threaded portion 38 of the push-in rod 36 is screwed into the female threaded portion 35 provided in the vicinity of the proximal end portion inside the anchor pipe 28, and the flange portion 29 at the opening end of the anchor pipe 28 is set to the opening portion of the prepared hole 27. , In close contact with the co-rotation prevention state, by pushing out the expansion plug 33 with the tip rod 37 at the tip of the push-in rod 36 by the threaded intrusion of the male screw portion 38, the uneven portion 31 is expanded and the lower portion is expanded. The anchor pipe 28 is fixed to the hole 27.

本発明の請求項2におけるアンカーピンの無音打ち込み方法は、
前記押し込み棒36の前記雌ねじ部35から露出する雄ねじ部38の箇所に、前記押し込み棒36に位置調整自在に位置決めリング39を螺合するようにしたことを特徴とする。
The silent driving method of the anchor pin in claim 2 of the present invention,
A positioning ring 39 is screwed into a position of the male screw portion 38 exposed from the female screw portion 35 of the push rod 36 so that the position of the push rod 36 can be adjusted.

本発明の請求項3におけるアンカーピンの無音打ち込み方法は、
前記押し込み棒36の基端部の挟着部40を電動ドライバーなどの手持ちの工具である回転装置41に固着して押し込み棒36を回転して進退動するようにしたことを特徴とする。
According to claim 3 of the present invention, a silent driving method for an anchor pin is as follows:
The clamping portion 40 at the base end of the push rod 36 is fixed to a rotating device 41 which is a hand-held tool such as an electric screwdriver, and the push rod 36 is rotated to advance and retreat.

本発明の請求項4におけるアンカーピンの無音打ち込み装置は、
コンクリート躯体25の下穴27に挿入される中空円筒形の先端に、凹凸部31とすり割り32を有し、基端部の内側に雌ねじ部35を形成し、基端部の外側に設けられ、前記下穴27の開口部に密接して共回りを防止する鍔部29を有するアンカーパイプ28と、
前記アンカーパイプ28の内部に挿入されて前記凹凸部31を外側に拡開する拡開プラグ33と、
前記雌ねじ部35に螺合する雄ねじ部38を有し、この雄ねじ部38の先端に前記拡開プラグ33を押し出す先端ロッド37を有する押し込み棒36とからなることを特徴とする。
A silent driving device for an anchor pin according to claim 4 of the present invention,
A hollow cylindrical tip inserted into the pilot hole 27 of the concrete housing 25 has an uneven portion 31 and a slit 32, and an internal thread portion 35 is formed inside the base end portion, and is provided outside the base end portion. An anchor pipe 28 having a flange 29 that closely contacts the opening of the pilot hole 27 and prevents co-rotation;
An expansion plug 33 that is inserted into the anchor pipe 28 and expands the uneven portion 31 outward;
It has a male screw portion 38 that is screwed into the female screw portion 35, and a push rod 36 having a tip rod 37 that pushes the expansion plug 33 to the tip of the male screw portion 38.

本発明の請求項5におけるアンカーピンの無音打ち込み装置は、
請求項4記載の発明において、前記押し込み棒36は、雄ねじ部38に位置調整自在に螺合する位置決めリング39と、基端部に回転装置41に固着する挟着部40を有することを特徴とする。
A silent driving device for an anchor pin according to claim 5 of the present invention,
4. The invention according to claim 4, wherein the push-in rod 36 includes a positioning ring 39 that is screwed to the male screw portion 38 so that the position can be adjusted, and a sandwiching portion 40 that is fixed to the rotating device 41 at the base end portion. To do.

本発明の請求項6におけるアンカーピンの無音打ち込み装置は、
請求項4又は5記載の発明において、前記鍔部29が前記下穴27の開口部と密接する位置にして共回りを防止するパッキン30を有することを特徴とする。
A silent driving device for an anchor pin according to claim 6 of the present invention,
The invention according to claim 4 or 5 is characterized in that the flange portion 29 has a packing 30 for preventing co-rotation at a position in close contact with the opening portion of the pilot hole 27.

本発明の請求項7におけるアンカーピンの無音打ち込み装置は、
請求項4、5又は6記載の発明において、前記鍔部29の裏面の前記下穴27の開口部と密接する位置に、して共回りを防止する凸部43を有することを特徴とする。
A silent driving device for an anchor pin according to claim 7 of the present invention,
The invention according to claim 4, 5 or 6 is characterized in that a convex portion 43 for preventing co-rotation is provided at a position in close contact with the opening portion of the pilot hole 27 on the back surface of the flange portion 29.

本発明の請求項8におけるアンカーピンの無音打ち込み装置は、
請求項4、5、6又は7記載の発明において、前記アンカーパイプ28の基端部の外周面に、前記下穴27の開口部における内周面に圧着して共回りを防止する凸部43を有することを特徴とする。
A silent driving device for an anchor pin according to claim 8 of the present invention,
In the invention according to claim 4, 5, 6, or 7, the convex portion 43 that prevents crimping by crimping to the outer peripheral surface of the proximal end portion of the anchor pipe 28 to the inner peripheral surface of the opening portion of the pilot hole 27. It is characterized by having.

請求項1記載の発明によれば、コンクリート躯体の下穴にアンカーパイプを挿入し、このアンカーパイプの内部に差し込んだ拡開プラグを打ち込み、前記アンカーパイプの先端に設けた凹凸部と軸方向に設けたすり割りとを拡開して前記アンカーパイプを前記下穴内に固着するアンカーピンの無音打ち込み方法及び装置において、
前記アンカーパイプの内側の基端部付近に設けた雌ねじ部に押し込み棒の雄ねじ部を螺合し、前記アンカーパイプの開口端の鍔部を前記下穴の開口部に回り止め状態に密着し、前記雄ねじ部の螺合侵入により前記押し込み棒の先端の先端ロッドで前記拡開プラグを押し出すことにより、前記凹凸部を拡開して前記下穴7に前記アンカーパイプを固着するようにしたので、次の効果を有する。
(1)特許文献2に記載のような加圧手段19とアンカーピン12との間を一体化するようなにアンカー保持具18を必要とせず、アンカーパイプの開口端の鍔部を前記下穴の開口部に回り止め状態に密着するだけでよく、簡単な操作で無音の打ち込みができる。
(2)アンカーピンの長さに応じて打ち込み棒だけを用意すればよく、押圧ロッドを包み込む部分の長さの異なるアンカー保持具を用意する必要がない。
According to the first aspect of the present invention, the anchor pipe is inserted into the prepared hole of the concrete frame, the expansion plug inserted into the anchor pipe is driven, and the uneven portion provided at the tip of the anchor pipe and the axial direction are provided. In the method and apparatus for silently driving the anchor pin that expands the provided slit and fixes the anchor pipe in the pilot hole,
The male thread part of the push rod is screwed into the female thread part provided in the vicinity of the base end part on the inner side of the anchor pipe, and the flange part of the opening end of the anchor pipe is closely attached to the opening part of the pilot hole in a non-rotating state. By pushing out the expansion plug with the tip rod at the tip of the push-in rod by screwing in the male screw part, the uneven part is expanded and the anchor pipe is fixed to the pilot hole 7. It has the following effects.
(1) The anchor holding tool 18 is not required to integrate the pressurizing means 19 and the anchor pin 12 as described in Patent Document 2, and the collar portion at the opening end of the anchor pipe is used as the pilot hole. It is only necessary to be in close contact with the opening of the non-rotating state, and silent operation can be performed with a simple operation.
(2) It is only necessary to prepare a driving rod according to the length of the anchor pin, and it is not necessary to prepare anchor holders having different lengths of the portion that wraps the pressing rod.

請求項2記載の発明によれば、前記押し込み棒の前記雌ねじ部から露出する雄ねじ部の箇所に、前記押し込み棒に位置調整自在に位置決めリングを螺合するようにしたので、拡開プラグを適正位置まで挿入することができる。   According to the second aspect of the present invention, since the positioning ring is screwed onto the push-in bar so that the position of the push-in bar is adjustable, the expansion plug is properly fitted. Can be inserted to the position.

請求項3記載の発明によれば、前記押し込み棒の基端部の挟着部を回転装置に固着して押し込み棒を回転して進退動するようにしたので、電動ドライバーなどの工具を利用して簡単に無音の打ち込みができる。   According to the invention described in claim 3, since the clamping portion of the proximal end portion of the push rod is fixed to the rotating device and the push rod is rotated to advance and retract, a tool such as an electric screwdriver is used. And can be easily silenced.

請求項4記載の発明によれば、コンクリート躯体の下穴に挿入される中空円筒形の先端に、凹凸部とすり割りを有し、基端部の内側に雌ねじ部を形成し、基端部の外側に設けられ、前記下穴の開口部に密接して共回りを防止する鍔部を有するアンカーパイプと、前記アンカーパイプの内部に挿入されて前記凹凸部を外側に拡開する拡開プラグと、前記雌ねじ部に螺合する雄ねじ部を有し、この雄ねじ部の先端に前記拡開プラグを押し出す先端ロッドを有する押し込み棒とからなるので、簡単な構成による無音の打ち込み装置を提供することができる。   According to invention of Claim 4, it has an uneven | corrugated | grooved part and a slot in the front-end | tip of a hollow cylinder inserted in the pilot hole of a concrete housing, forms an internal thread part inside a base end part, An anchor pipe having a collar portion that is provided on the outer side of the pilot hole and prevents co-rotation in close contact with the opening of the pilot hole, and an expansion plug that is inserted into the anchor pipe and expands the concavo-convex portion outward. And a pushing rod having a male threaded portion that is threadedly engaged with the female threaded portion and a distal end rod that pushes the expansion plug to the distal end of the male threaded portion. Therefore, a silent driving device with a simple configuration is provided. Can do.

請求項5記載の発明によれば、前記押し込み棒は、雄ねじ部に位置調整自在に螺合する位置決めリングと、基端部に回転装置に固着する挟着部を有するので、正確に打ち込み位置の作業ができる。また、電動ドライバーなどの手持ちの工具を利用することができる。   According to the invention of claim 5, the push rod has a positioning ring that is screwed to the male screw portion so that the position can be adjusted, and a pinching portion that is fixed to the rotating device at the base end portion. I can work. Moreover, a hand-held tool such as an electric screwdriver can be used.

請求項6記載の発明によれば、前記鍔部が前記下穴の開口部と密接する位置に共回りを防止するパッキンを有するので、アンカーパイプを軽く押し付けながら無音の打ち込みができる。   According to the sixth aspect of the present invention, since the flange has a packing for preventing co-rotation at a position in close contact with the opening of the pilot hole, silent driving can be performed while lightly pressing the anchor pipe.

請求項7記載の発明によれば、前記鍔部の裏面の前記下穴の開口部と密接する位置に、共回りを防止する凸部を有するので、鍔部で共回りの防止をすることができる。   According to the seventh aspect of the present invention, since the convex portion that prevents co-rotation is provided at a position in close contact with the opening of the pilot hole on the back surface of the collar portion, it is possible to prevent co-rotation at the collar portion. it can.

請求項8記載の発明によれば、前記アンカーパイプの基端部の外周面に、前記下穴の開口部における内周面に圧着して共回りを防止する凸部を有するので、アンカーパイプを下穴に圧入するだけで共回りを防止してアンカーピンの無音打ち込みができる。   According to the invention described in claim 8, since the outer peripheral surface of the base end portion of the anchor pipe has a convex portion that presses against the inner peripheral surface of the opening of the pilot hole to prevent co-rotation, By simply press-fitting into the pilot hole, co-rotation is prevented and silence of the anchor pin can be achieved.

本発明によるアンカーピンの無音打ち込み方法及び装置の実施例1を示すもので、拡開プラグ33の打ち込み前の断面図である。FIG. 3 is a cross-sectional view of the anchor pin silent driving method and apparatus according to the first embodiment of the present invention before the expansion plug 33 is driven. 図1における拡開プラグ33の打ち込み後の断面図である。FIG. 3 is a cross-sectional view after driving the expansion plug 33 in FIG. 1. (a)は、本発明におけるアンカーピンの無音打ち込み方法及び装置において、アンカーパイプ28の共回り防止のための図1と異なる例を示す断面図、(b)は、アンカーパイプ28の共回り防止のためのさらに他の例を示す底面から見た断面図である。(A) is sectional drawing which shows the example different from FIG. 1 for the co-rotation prevention of the anchor pipe 28 in the silence driving method and apparatus of the anchor pin in this invention, (b) is the co-rotation prevention of the anchor pipe 28. It is sectional drawing seen from the bottom face which shows the further another example for. 従来の打撃によるアンカーピンの打ち込み装置の断面図である。It is sectional drawing of the driving device of the anchor pin by the conventional hit | damage. 従来のアンカーピンの無音打ち込み方法装置の断面図である。It is sectional drawing of the conventional silent pinning method apparatus of an anchor pin.

本発明のアンカーピンの無音打ち込み方法は、コンクリート躯体25の下穴27にアンカーパイプ28を挿入し、このアンカーパイプ28の内部に差し込んだ拡開プラグ33を打ち込み、前記アンカーパイプ28の先端に設けた凹凸部31と軸方向に設けたすり割り32とを拡開して前記アンカーパイプ28を前記下穴27内に固着するアンカーピンの打ち込みにおいて、
前記アンカーパイプ28の内側の基端部付近に設けた雌ねじ部35に押し込み棒36の雄ねじ部38を螺合し、前記アンカーパイプ28の開口端の鍔部29を前記下穴27の開口部に回り止め状態に密着し、前記雄ねじ部38の螺合侵入により前記押し込み棒36の先端の先端ロッド37で前記拡開プラグ33を無音で押し出すことにより、前記凹凸部31を拡開して前記下穴27に前記アンカーパイプ28を固着する。
According to the silent driving method of the anchor pin of the present invention, the anchor pipe 28 is inserted into the pilot hole 27 of the concrete housing 25, and the expansion plug 33 inserted into the anchor pipe 28 is driven in, and provided at the tip of the anchor pipe 28. In driving the anchor pin for expanding the uneven portion 31 and the slit 32 provided in the axial direction and fixing the anchor pipe 28 in the pilot hole 27,
The male threaded portion 38 of the push-in rod 36 is screwed into the female threaded portion 35 provided in the vicinity of the proximal end portion inside the anchor pipe 28, and the flange portion 29 at the opening end of the anchor pipe 28 is set to the opening portion of the prepared hole 27. When the male threaded portion 38 is brought into close contact with the male threaded portion 38, the expansion plug 33 is silently pushed out by the distal end rod 37 at the distal end of the push-in rod 36, so that the concave-convex portion 31 is expanded and the lower portion is expanded. The anchor pipe 28 is fixed to the hole 27.

拡開プラグ33を適正位置まで打ち込むために、前記押し込み棒36の前記雌ねじ部35から露出する雄ねじ部38の箇所に、前記押し込み棒36に位置調整自在に位置決めリング39を螺合する。   In order to drive the expansion plug 33 to an appropriate position, a positioning ring 39 is screwed onto the push rod 36 at a position of the male screw portion 38 exposed from the female screw portion 35 of the push rod 36 so that the position can be adjusted.

前記押し込み棒36の螺合による回転は、基端部の挟着部40を手持ちの電動ドライバーなどの回転装置41に固着して押し込み棒36を回転して進退動する。   The rotation of the push-in rod 36 by screwing is performed by adhering the pinching portion 40 at the base end to a rotating device 41 such as a hand-held electric screwdriver and rotating the push-in rod 36 to advance and retreat.

本発明のアンカーピンの無音打ち込み装置は、アンカーパイプ28と、拡開プラグ33と、押し込み棒36とからなり、前記アンカーパイプ28は、コンクリート躯体25の下穴27に挿入される中空円筒形の先端に、凹凸部31とすり割り32を有し、基端部の内側に雌ねじ部35を形成し、基端部の外側に設けられ、前記下穴27の開口部に密接する鍔部29を有し、前記拡開プラグ33は、前記アンカーパイプ28の内部に挿入されて前記凹凸部31を外側に拡開するためのものであり、前記押し込み棒36は、前記雌ねじ部35に螺合する雄ねじ部38を有し、この雄ねじ部38の先端に前記拡開プラグ33を押し出す先端ロッド37を有する押し込み棒36とからなるものである。   The anchor pin silent driving device of the present invention comprises an anchor pipe 28, an expansion plug 33, and a push-in rod 36, and the anchor pipe 28 has a hollow cylindrical shape inserted into the pilot hole 27 of the concrete housing 25. At the tip, there is a concavo-convex portion 31 and a slit 32, an internal thread portion 35 is formed inside the base end portion, and a flange portion 29 provided outside the base end portion and in close contact with the opening of the pilot hole 27 is provided. The expansion plug 33 is inserted into the anchor pipe 28 to expand the uneven portion 31 outward, and the push bar 36 is screwed into the female screw portion 35. It has a male screw portion 38 and a push rod 36 having a tip rod 37 that pushes the expansion plug 33 to the tip of the male screw portion 38.

前記押し込み棒36は、雄ねじ部38に位置調整自在に螺合する位置決めリング39と、基端部に回転装置41に固着する挟着部40を有する。   The push-in rod 36 has a positioning ring 39 that is screwed to the male screw portion 38 so that the position can be adjusted, and a clamping portion 40 that is fixed to the rotating device 41 at the base end portion.

前記鍔部29が前記下穴27の開口部と密接する位置にパッキン30を介在する。   A packing 30 is interposed at a position where the flange 29 is in close contact with the opening of the pilot hole 27.

パッキンに代えて、前記鍔部29の裏面の前記下穴27の開口部と密接する位置に、滑り止めの凸部43を有するものとすることができる。また、前記アンカーパイプ28の基端部の外周面に、前記下穴27の開口部における内周面に圧着する凸部43を有するものとすることができる。   Instead of packing, a non-slip convex portion 43 can be provided at a position in close contact with the opening of the pilot hole 27 on the back surface of the flange portion 29. Further, the outer peripheral surface of the proximal end portion of the anchor pipe 28 may have a convex portion 43 that is crimped to the inner peripheral surface of the opening of the pilot hole 27.

本発明によるアンカーピンの無音打ち込み方法及び装置の実施例1を図面に基づき説明する。
図1において、コンクリート躯体25の壁面に、モルタル壁面材、タイル、網目材、その他の外壁材26を張り付けるためにアンカーパイプ28を打ち込むものとする。
外壁材26側からコンクリート躯体25に達する位置までドリルで下穴27を穿設する。この下穴27の開口部における外壁材26の壁面には、凹溝42を形成し、この凹溝42にパッキン30を介在して基端部の鍔部29が面一となるようにアンカーパイプ28を挿入する。このアンカーパイプ28には、先端の軸方向と直交する方向の周囲に複数の凹凸部31が内周側に突出して形成されるとともに、先端から途中まで複数本のすり割り32が形成されている。また、アンカーパイプ28の内部には、アンカーパイプ28の内径よりわずかに小さな径の拡開プラグ33が挿入され、この拡開プラグ33の先端のテーパー部34が前記凹凸部31の内面に軽く接している。さらに、前記アンカーパイプ28の基端部側内面には、雌ねじ部35が形成されている。
Embodiment 1 of an anchor pin silent driving method and apparatus according to the present invention will be described with reference to the drawings.
In FIG. 1, it is assumed that an anchor pipe 28 is driven in order to attach a mortar wall material, tile, mesh material, or other outer wall material 26 to the wall surface of the concrete frame 25.
A pilot hole 27 is drilled from the outer wall material 26 side to a position reaching the concrete housing 25 with a drill. A concave groove 42 is formed in the wall surface of the outer wall member 26 in the opening of the lower hole 27, and the anchor pipe is formed so that the flange portion 29 at the base end is flush with the packing 30 interposed in the concave groove 42. 28 is inserted. The anchor pipe 28 is formed with a plurality of concavo-convex portions 31 projecting inward on the periphery in a direction orthogonal to the axial direction of the tip, and a plurality of slits 32 are formed from the tip to the middle. . An expansion plug 33 having a diameter slightly smaller than the inner diameter of the anchor pipe 28 is inserted into the anchor pipe 28, and the tapered portion 34 at the tip of the expansion plug 33 is in light contact with the inner surface of the uneven portion 31. ing. Further, a female thread portion 35 is formed on the inner surface of the anchor pipe 28 on the proximal end side.

押し込み棒36は、先端が前記アンカーパイプ28より径の小さな先端ロッド37と、前記雌ねじ部35に螺合する雄ねじ部38と、この雄ねじ部38に位置調整可能な位置決めリング39と、基端部の回転装置41に固着される多角形などの挟着部40とからなる。
前記雌ねじ部35と雄ねじ部38は、拡開プラグ33の打ち込み直前(図1の状態)に十分に押し込み負荷を支持できるように螺合し、また、拡開プラグ33の打ち込み後(図2の状態)でも螺合し、かつ、位置決めリング39が雄ねじ部38から外れないような長さとする。
The push-in rod 36 has a distal end rod 37 having a distal end smaller in diameter than the anchor pipe 28, a male threaded portion 38 screwed into the female threaded portion 35, a positioning ring 39 whose position can be adjusted to the male threaded portion 38, and a proximal end portion And a sandwiching portion 40 such as a polygon fixed to the rotating device 41.
The female screw portion 35 and the male screw portion 38 are screwed together so that the pushing load can be sufficiently supported immediately before the expansion plug 33 is driven (state shown in FIG. 1), and after the expansion plug 33 is driven (see FIG. 2). The length is such that the positioning ring 39 does not come off the male screw portion 38 even in the state).

このような構成において、図1に示すように、下穴27に拡開プラグ33を有するアンカーパイプ28を挿入する。外壁材26に凹溝42があるときは、パッキン30を介して鍔部29を嵌め込み、凹溝42がないときは、外壁材26の表面に接するようにして取り付ける。
つぎに、押し込み棒36の雄ねじ部38部分をアンカーパイプ28の雌ねじ部35にねじ込み、拡開プラグ33の端面に先端ロッド37の先端を軽く当接するまでねじ込む。この状態で、位置決めリング39から鍔部29までの距離d1を、拡開プラグ33を圧入して凹凸部31におけるすり割り32を拡開して下穴27の内壁に密着固定する位置d2と一致するように調整する。
In such a configuration, as shown in FIG. 1, the anchor pipe 28 having the expansion plug 33 is inserted into the prepared hole 27. When the outer wall member 26 has the concave groove 42, the flange portion 29 is fitted through the packing 30, and when there is no concave groove 42, the outer wall member 26 is attached so as to be in contact with the surface of the outer wall member 26.
Next, the male screw portion 38 of the push rod 36 is screwed into the female screw portion 35 of the anchor pipe 28 and screwed in until the tip of the tip rod 37 comes into light contact with the end face of the expansion plug 33. In this state, the distance d1 from the positioning ring 39 to the flange portion 29 coincides with the position d2 where the expansion plug 33 is press-fitted to expand the slit 32 in the concavo-convex portion 31 so as to be closely fixed to the inner wall of the prepared hole 27. Adjust to

位置決めリング39の位置を調整したら、押し込み棒36の挟着部40を回転装置41のチャックに固定して回転装置41をアンカーパイプ28側に押し付けながら押し込み棒36を回転する。この押しつけは、雌ねじ部35と雄ねじ部38が螺合している状態で、アンカーパイプ28が押し込み棒36と一緒に共回りしない程度の抵抗をつけるために外壁材26の凹溝42又は表面にパッキン30と鍔部29とを密接させる。
アンカーパイプ28が押し込み棒36と一緒に共回りしない程度に外壁材26の凹溝42又は表面の接触部分に抵抗を与えつつ押し込み棒36を回転させると、押し込み棒36が進出して拡開プラグ33を押し出す。位置決めリング39が鍔部29に当接するまで押し込むと、拡開プラグ33が凹凸部31の適正位置まで達し、凹凸部31におけるすり割り32を拡開して下穴27の内壁に密着固定する。
When the position of the positioning ring 39 is adjusted, the clamping portion 40 of the push rod 36 is fixed to the chuck of the rotation device 41, and the push rod 36 is rotated while pressing the rotation device 41 against the anchor pipe 28 side. This pressing is performed on the concave groove 42 or the surface of the outer wall member 26 in order to give a resistance to the extent that the anchor pipe 28 does not rotate together with the pressing rod 36 in a state where the female screw portion 35 and the male screw portion 38 are screwed together. The packing 30 and the flange 29 are brought into close contact with each other.
When the push rod 36 is rotated while applying resistance to the concave groove 42 or the surface contact portion of the outer wall material 26 to such an extent that the anchor pipe 28 does not rotate together with the push rod 36, the push rod 36 advances to expand the expansion plug. Extrude 33. When the positioning ring 39 is pushed in until it comes into contact with the flange portion 29, the expansion plug 33 reaches the appropriate position of the uneven portion 31, and the slit 32 in the uneven portion 31 is expanded and closely fixed to the inner wall of the prepared hole 27.

拡開プラグ33の打ち込みが終了したら回転装置41を逆回転して押し込み棒36のみを外壁材26のから抜き去る。このとき、アンカーパイプ28は、下穴27に固着されているので、押し込み棒36は、容易に逆回転して抜き去ることができる。   When driving of the expansion plug 33 is completed, the rotating device 41 is rotated in the reverse direction and only the pushing rod 36 is removed from the outer wall member 26. At this time, since the anchor pipe 28 is fixed to the prepared hole 27, the push-in rod 36 can be easily reversely rotated and removed.

前記実施例では、押し込み棒36とアンカーパイプ28が一緒に共回りするのを防止するため、鍔部29と凹溝42の間にパッキン30を介在したが、これに限られるものではない。
図3(a)に示すように、鍔部29の裏面に凸部43を形成し、凹溝42の表面の外壁材26(外壁材26がないときはコンクリート躯体25の表面)に、凹部44を形成するようにしてもよい。また、鍔部29の裏面の凸部43が凹溝42又は表面に食いつきがよければ凹部44は省いてもよい。
In the above embodiment, the packing 30 is interposed between the flange 29 and the concave groove 42 in order to prevent the push rod 36 and the anchor pipe 28 from rotating together, but the present invention is not limited to this.
As shown in FIG. 3A, a convex portion 43 is formed on the back surface of the flange portion 29, and a concave portion 44 is formed on the outer wall material 26 on the surface of the concave groove 42 (the surface of the concrete housing 25 when there is no outer wall material 26). May be formed. Moreover, if the convex part 43 of the back surface of the collar part 29 bites into the concave groove 42 or the surface, the concave part 44 may be omitted.

前記凸部43は、図3(b)に示すように、鍔部29の裏面からアンカーパイプ28の外周面に軸方向に伸びた複数個の突条とし、前記下穴27に一緒に共回りしないように圧入するようにしてもよい。   As shown in FIG. 3 (b), the convex portion 43 has a plurality of protrusions extending in the axial direction from the back surface of the flange portion 29 to the outer peripheral surface of the anchor pipe 28, and rotates together with the pilot hole 27. You may make it press-fit so that it may not.

10…コンクリート躯体、11…モルタル外壁、12…アンカーピン、13…打ち込み穴、14…割り溝、15…打ち込み棒、16…ハンマー、17…拡開プラグ、18…アンカー保持具、19…加圧手段、20…雄ねじ、21…雌ねじ、22…押圧ロッド、23…筒部、24…鍔部、25…コンクリート躯体、26…外壁材、27…下穴、28…アンカーパイプ、29…鍔部、30…パッキン、31…凹凸部、32…すり割り、33…拡開プラグ、34…テーパー部、35…雌ねじ部、36…押し込み棒、37…先端ロッド、38…雄ねじ部、39…位置決めリング、40…挟着部、41…回転装置、42…凹溝、43…凸部、44…凹部。   DESCRIPTION OF SYMBOLS 10 ... Concrete frame, 11 ... Mortar outer wall, 12 ... Anchor pin, 13 ... Driving hole, 14 ... Split groove, 15 ... Driving rod, 16 ... Hammer, 17 ... Expansion plug, 18 ... Anchor holder, 19 ... Pressurization Means, 20 ... male screw, 21 ... female screw, 22 ... pressing rod, 23 ... cylindrical part, 24 ... collar part, 25 ... concrete housing, 26 ... outer wall material, 27 ... pilot hole, 28 ... anchor pipe, 29 ... collar part, DESCRIPTION OF SYMBOLS 30 ... Packing, 31 ... Uneven part, 32 ... Slot, 33 ... Expansion plug, 34 ... Tapered part, 35 ... Female thread part, 36 ... Push-in rod, 37 ... End rod, 38 ... Male thread part, 39 ... Positioning ring, 40 ... clamping part, 41 ... rotating device, 42 ... concave groove, 43 ... convex part, 44 ... concave part.

Claims (8)

コンクリート躯体の下穴にアンカーパイプを挿入し、このアンカーパイプの内部に差し込んだ拡開プラグを打ち込み、前記アンカーパイプの先端に設けた凹凸部と軸方向に設けたすり割りとを拡開して前記アンカーパイプを前記下穴内に固着するアンカーピンの無音打ち込み方法において、
前記アンカーパイプの内側の基端部付近に設けた雌ねじ部に押し込み棒の雄ねじ部を螺合し、前記アンカーパイプの開口端の鍔部を前記下穴の開口部に、共回り防止状態に密着し、前記雄ねじ部の螺合侵入により前記押し込み棒の先端の先端ロッドで前記拡開プラグを押し出すことにより、前記凹凸部を拡開して前記下穴に前記アンカーパイプを固着するようにしたことを特徴とするアンカーピンの無音打ち込み方法。
Insert the anchor pipe into the pilot hole of the concrete frame, drive in the expansion plug inserted into the anchor pipe, and expand the uneven part provided at the tip of the anchor pipe and the slit provided in the axial direction. In the silent driving method of the anchor pin for fixing the anchor pipe in the pilot hole,
The male thread part of the push-in rod is screwed into the female thread part provided in the vicinity of the base end part on the inner side of the anchor pipe, and the flange part of the opening end of the anchor pipe is closely attached to the opening part of the pilot hole in a co-rotation preventing state. Then, by pushing out the expansion plug with the tip rod at the tip of the push-in rod by the threaded penetration of the male screw portion, the uneven portion is expanded and the anchor pipe is fixed to the pilot hole. A silent driving method of an anchor pin characterized by the above.
前記押し込み棒の前記雌ねじ部から露出する雄ねじ部の箇所に、前記押し込み棒に位置調整自在に位置決めリングを螺合するようにしたことを特徴とする請求項1記載のアンカーピンの無音打ち込み方法。   2. The silent insertion method for an anchor pin according to claim 1, wherein a positioning ring is screwed into a position of the male screw portion exposed from the female screw portion of the push rod so that the position of the push rod is adjustable. 前記押し込み棒の基端部の挟着部を回転装置に固着して押し込み棒を回転して進退動するようにしたことを特徴とする請求項1又は2記載のアンカーピンの無音打ち込み方法。   3. A silent driving method for an anchor pin according to claim 1 or 2, wherein a clamping portion at a base end portion of the push rod is fixed to a rotating device and the push rod is rotated to advance and retreat. コンクリート躯体の下穴に挿入される中空円筒形の先端に、凹凸部とすり割りを有し、基端部の内側に雌ねじ部を形成し、基端部の外側に設けられ、前記下穴の開口部に密接して共回りを防止する鍔部を有するアンカーパイプと、
前記アンカーパイプの内部に挿入されて前記凹凸部を外側に拡開する拡開プラグと、
前記雌ねじ部に螺合する雄ねじ部を有し、この雄ねじ部の先端に前記拡開プラグを押し出す先端ロッドを有する押し込み棒とからなることを特徴とするアンカーピンの無音打ち込み装置。
A hollow cylindrical tip that is inserted into the pilot hole of the concrete frame has an uneven portion and a slit, a female screw portion is formed on the inner side of the base end portion, and provided on the outer side of the base end portion. An anchor pipe having a collar portion that closely contacts the opening and prevents co-rotation;
An expansion plug that is inserted into the anchor pipe and expands the concave and convex portions outward;
A silent driving device for an anchor pin, comprising: a male screw part that is screwed into the female screw part; and a push rod having a tip rod that pushes the expansion plug at a tip of the male screw part.
前記押し込み棒は、雄ねじ部に位置調整自在に螺合する位置決めリングと、基端部に回転装置に固着する挟着部を有することを特徴とする請求項4記載のアンカーピンの無音打ち込み装置。   The silent push-in device for an anchor pin according to claim 4, wherein the push rod has a positioning ring that is screwed to the male screw portion so that the position can be adjusted, and a clamping portion that is fixed to the rotating device at the base end portion. 前記鍔部が前記下穴の開口部と密接する位置に共回りを防止するパッキンを有することを特徴とする請求項4又は5記載のアンカーピンの無音打ち込み装置。   The silence driving device for an anchor pin according to claim 4 or 5, further comprising a packing for preventing co-rotation at a position where the flange portion is in close contact with the opening of the pilot hole. 前記鍔部の裏面の前記下穴の開口部と密接する位置に、共回りを防止する凸部を有することを特徴とする4、5又は6記載のアンカーピンの無音打ち込み装置。   7. The anchor pin silent driving device according to 4, 5, or 6, wherein a convex portion for preventing co-rotation is provided at a position in close contact with the opening of the pilot hole on the back surface of the flange portion. 前記アンカーパイプの基端部の外周面に、前記下穴の開口部における内周面に圧着して共回りを防止する凸部を有することを特徴とする4、5、6又は7記載のアンカーピンの無音打ち込み装置。   The anchor according to 4, 5, 6 or 7, wherein a convex portion is provided on the outer peripheral surface of the proximal end portion of the anchor pipe to prevent co-rotation by pressure bonding to the inner peripheral surface of the opening of the pilot hole. Pin silent drive device.
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US20140112731A1 (en) * 2012-10-19 2014-04-24 Dennis Bone Protrusion Anchor Assembly

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0644810U (en) * 1992-11-25 1994-06-14 有限会社吉野精機 Anchor member
JP2000230279A (en) * 1999-02-10 2000-08-22 Mizutani Kogyo Kk Double expansion structure anchor
JP2004339797A (en) * 2003-05-15 2004-12-02 Rsc:Kk Anchor metal fitting
JP2005090736A (en) * 2003-08-14 2005-04-07 Uehara Tekko Kk Anchor member for timber
US20140112731A1 (en) * 2012-10-19 2014-04-24 Dennis Bone Protrusion Anchor Assembly

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