JP2005155241A - Anchor pin for outer wall repair - Google Patents

Anchor pin for outer wall repair Download PDF

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Publication number
JP2005155241A
JP2005155241A JP2003397633A JP2003397633A JP2005155241A JP 2005155241 A JP2005155241 A JP 2005155241A JP 2003397633 A JP2003397633 A JP 2003397633A JP 2003397633 A JP2003397633 A JP 2003397633A JP 2005155241 A JP2005155241 A JP 2005155241A
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Prior art keywords
anchor pin
main body
adhesive
pin body
sleeve
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JP2003397633A
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JP4030953B2 (en
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Hiroshi Jitouzono
博 地頭薗
Michio Kato
道雄 加藤
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DAIYA REFORM KK
Yuka Denshi Co Ltd
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DAIYA REFORM KK
Yuka Denshi Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To effectively prevent the reverse flow of a filled adhesive agent by securely sealing a clearance between a drive hole and an anchor pin body by a sleeve. <P>SOLUTION: This anchor pin comprises a hollow cylindrical anchor pin body 55 inserted into a drive hole drilled in a concrete skeleton from an outer wall, a plug 56 for expansion inserted in the anchor pin body 55, a filler port 57 for an adhesive agent formed at the rear end of the anchor pin body 55, a lead-out hole 59 for leading out the adhesive agent filled from the filler port 57 to the inside of the anchor pin body 55 to the outside of the anchor pin body 55, and a sleeve 60 disposed on the outer periphery of the anchor pin body 55, moving to the rear end of the anchor pin body 55 according to the driving of the anchor pin body 55, and sealing a clearance between the drive hole and the anchor pin body 55 at that position to stop the reverse flow of the adhesive agent. The sleeve 60 used is a metal sleeve. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、建物のコンクリート躯体に対する外壁(タイルやモルタル)の浮き上がりや剥がれ等を補修する外壁補修工事用の接着剤注入口付きのアンカーピンに関する。   The present invention relates to an anchor pin with an adhesive inlet for repairing an outer wall that repairs lifting or peeling of an outer wall (tile or mortar) with respect to a concrete frame of a building.

この種のアンカーピンとして、中空筒状のアンカーピン本体の内部に拡開用のプラグを収容し、後端に接着剤の注入口を備えたものが知られている(例えば、特許文献1、2参照)。   As this type of anchor pin, there is known one in which a plug for expansion is accommodated inside a hollow cylindrical anchor pin body and an adhesive inlet is provided at the rear end (for example, Patent Document 1, 2).

図3は従来において知られているアンカーピンの使用前の外観を示し、図4〜図6はそのアンカーピンを使用した外壁補修工事の工程を示している。   FIG. 3 shows an external appearance of an anchor pin known in the art before use, and FIGS. 4 to 6 show a process of repairing an outer wall using the anchor pin.

図3〜図6に示すように、このアンカーピン1は、外壁2からコンクリート躯体3に穿設された打ち込み孔4に挿入される中空筒状のアンカーピン本体5と、このアンカーピン本体5の内部に予め挿入され、打ち込み孔4へのアンカーピン本体5の挿入後に後方から叩き込まれることで、アンカーピン本体5の先端部を拡開させてコンクリート躯体3に食い付き固定させるプラグ6と、アンカーピン本体5の後端に形成された接着剤の注入口7と、この注入口7からアンカーピン本体5の内部に注入された接着剤8をアンカーピン本体5の外部に導出する導出孔9と、アンカーピン本体5の外周に配され、アンカーピン本体5が打ち込み孔4に挿入されるのに伴ってアンカーピン本体5の後端に移動し、その位置で打ち込み孔4とアンカーピン本体5の隙間を封止し、それにより、その後接着剤8が注入された際に打ち込み孔4とアンカーピン本体5の隙間を通しての接着剤8の逆流を阻止するポリエチレン等の樹脂製のスリーブ10と、を備えている。   As shown in FIGS. 3 to 6, the anchor pin 1 includes a hollow cylindrical anchor pin main body 5 inserted into a driving hole 4 drilled in the concrete housing 3 from the outer wall 2, and the anchor pin main body 5. A plug 6 which is inserted in advance and is driven from behind after inserting the anchor pin main body 5 into the driving hole 4 so that the distal end portion of the anchor pin main body 5 is expanded and bitten and fixed to the concrete frame 3; An adhesive inlet 7 formed at the rear end of the pin body 5, and a lead-out hole 9 for leading the adhesive 8 injected into the anchor pin body 5 from the inlet 7 to the outside of the anchor pin body 5 The anchor pin main body 5 is arranged on the outer periphery, and moves to the rear end of the anchor pin main body 5 as the anchor pin main body 5 is inserted into the driving hole 4. A sleeve 10 made of a resin such as polyethylene that seals the gap between the main bodies 5 and prevents back flow of the adhesive 8 through the gap between the driving hole 4 and the anchor pin main body 5 when the adhesive 8 is injected thereafter. And.

この場合、アンカーピン本体5の先端には、拡開を容易にするため、及び、接着剤8の導出を促すための割溝11が設けられている。また、アンカーピン本体5の後端には、外壁2を押さえるため、及び、注入した接着剤8の漏れ防止のためのフランジ12が設けられ、そのフランジ12を含めたアンカーピン本体5の後端には、樹脂による被覆を施した部分13(図3参照)が設けられている。   In this case, a split groove 11 is provided at the tip of the anchor pin main body 5 for facilitating the expansion and for promoting the lead-out of the adhesive 8. Further, a flange 12 is provided at the rear end of the anchor pin main body 5 to hold the outer wall 2 and to prevent leakage of the injected adhesive 8, and the rear end of the anchor pin main body 5 including the flange 12 is provided. Is provided with a portion 13 (see FIG. 3) coated with resin.

このアンカーピン1を用いて、外壁2の浮き上がりを防止する補修工事を行なう場合は、次の手順で作業を進める。
(1)まず、図4に示すように、ドリルを用いて、建物の外壁2からコンクリート躯体3に到達する深さの打ち込み孔4を穿設する。そして、打ち込み孔4をブロア等で清掃し、中の切りくず等を取り除く。
When repair work is performed using this anchor pin 1 to prevent the outer wall 2 from being lifted, the work is carried out according to the following procedure.
(1) First, as shown in FIG. 4, a drilling hole 4 having a depth reaching the concrete frame 3 from the outer wall 2 of the building is drilled using a drill. Then, the driving hole 4 is cleaned with a blower or the like to remove chips and the like therein.

(2)次に、ハンマを用いて、打ち込み孔4内へアンカーピン本体5を打ち込む。この際、アンカーピン本体5の外周に嵌めてあるスリーブ10が、アンカーピン本体5の後端に移動する。   (2) Next, the anchor pin main body 5 is driven into the driving hole 4 using a hammer. At this time, the sleeve 10 fitted to the outer periphery of the anchor pin main body 5 moves to the rear end of the anchor pin main body 5.

(3)次に、図5に示すように、専用打ち込み棒14にて、アンカーピン本体5の内部に予め挿入してあるプラグ6を、所定の位置まで叩き込む。こうすることで、プラグ6のくさび作用により、アンカーピン本体5の先端が拡開し、コンクリート躯体3へ喰い付き固定する。   (3) Next, as shown in FIG. 5, the plug 6 inserted in advance into the anchor pin main body 5 is driven into a predetermined position with the dedicated driving rod 14. By doing so, the wedge pin action of the plug 6 causes the tip of the anchor pin main body 5 to expand, and bites and fixes to the concrete housing 3.

(4)次に、図6に示すように、接着剤注入用ガン15により専用のノズル16を介して注入口7からアンカーピン本体5の内部へ、湿潤硬化型エポキシ樹脂やポリマーセメントスラリーなどの所定量の接着剤8を加圧注入する。   (4) Next, as shown in FIG. 6, wet curing type epoxy resin, polymer cement slurry or the like is transferred from the injection port 7 to the inside of the anchor pin body 5 through the dedicated nozzle 16 by the adhesive injection gun 15. A predetermined amount of adhesive 8 is injected under pressure.

(5)次いで、接着剤8の注入後には、ノズル16を抜き、注入口7を接着剤と親和性のあるエポキシモルタルなどのパテや施栓によって塞ぎ、美麗な閉塞状態に仕上げる。   (5) Next, after the injection of the adhesive 8, the nozzle 16 is pulled out, and the injection port 7 is closed with a putty or stopper such as epoxy mortar having an affinity for the adhesive to finish it in a beautiful closed state.

前記のように、接着剤8を注入口7からアンカーピン本体5の内部に加圧注入すると、図6に示すように、接着剤8が、割溝11や導出孔9を通じて、アンカーピン本体5の内部から外部へ流出し、アンカーピン本体5と打込み孔4との隙間17や、外壁2とコンクリート躯体3との隙間18に浸透する。そして、その接着剤8の硬化の結果、コンクリート躯体3に先に固定しておいたアンカーピン1が、その接着剤8の作用によってコンクリート躯体3および外壁2にますます強力に固定されることとなると共に、このようなアンカーピン1と、外壁2とコンクリート躯体3との隙間18に注入された接着剤8との相乗作用によって、外壁2がコンクリート躯体3に強固に結着一体化される。   As described above, when the adhesive 8 is pressurized and injected from the inlet 7 into the anchor pin main body 5, the adhesive 8 passes through the split groove 11 and the outlet hole 9 as shown in FIG. It flows out from the inside to the outside and penetrates into the gap 17 between the anchor pin main body 5 and the driving hole 4 and the gap 18 between the outer wall 2 and the concrete frame 3. As a result of the curing of the adhesive 8, the anchor pin 1 previously fixed to the concrete housing 3 is more and more strongly fixed to the concrete housing 3 and the outer wall 2 by the action of the adhesive 8. At the same time, the outer wall 2 is firmly bonded and integrated with the concrete housing 3 by the synergistic action of the anchor pin 1 and the adhesive 8 injected into the gap 18 between the outer wall 2 and the concrete housing 3.

以上のように施工した場合、接着剤8をアンカーピン本体5の内部へ注入した際に、接着剤8が注入圧力によって、アンカー本体5と打ち込み孔4との隙間17に沿って、外壁2の表面へ逆流しようとする。また、その接着剤8の注入圧力が、外壁2とコンクリート躯体3との隙間に加わることによって、外壁2に更に浮き上がらせようする力が働く。しかし、前記のアンカーピン1では、アンカーピン本体5の後端にフランジ12を設けてある上、フランジ12の前側で止まるように樹脂製のスリーブ10を設けてあるので、それらの作用に対抗することができる。   When constructed as described above, when the adhesive 8 is injected into the anchor pin main body 5, the adhesive 8 is injected into the outer wall 2 along the gap 17 between the anchor main body 5 and the driving hole 4 by the injection pressure. Attempts to back flow to the surface. Further, when the injection pressure of the adhesive 8 is applied to the gap between the outer wall 2 and the concrete housing 3, a force for further raising the outer wall 2 is exerted. However, in the anchor pin 1, the flange 12 is provided at the rear end of the anchor pin main body 5, and the resin sleeve 10 is provided so as to stop at the front side of the flange 12. be able to.

従って、例えば、外壁2が更に浮き上がるような現象を防止することでき、それゆえに、比較的高い注入圧力を要するポリマーセメントスラリーなどの接着剤も制約なく使用できるようになる。また、その注入圧力を低く調整する気遣いも不要となるため、常時高い注入圧力のもとに接着剤8の波及領域を拡大できることとなり、その点からも、外壁2の高強度な結着が可能となる。また、高い圧力の注入が可能となるので、目詰まりの防止も可能となる。   Therefore, for example, a phenomenon that the outer wall 2 is further lifted can be prevented, and therefore, an adhesive such as a polymer cement slurry requiring a relatively high injection pressure can be used without restriction. In addition, since it is not necessary to take care to adjust the injection pressure to be low, the spreading area of the adhesive 8 can be expanded under a constant high injection pressure. From this point, the outer wall 2 can be bonded with high strength. It becomes. In addition, since high pressure injection is possible, clogging can be prevented.

実開平8−183号公報Japanese Utility Model Publication No. 8-183 特開2000−170389号公報JP 2000-170389 A

ところで、上述した従来のアンカーピン1では、アンカーピン本体5の外周に嵌めたスリーブ10として、ポリエチレン等の樹脂性の比較的柔らかいスリーブを用いていたので、アンカーピン本体5を打ち込み孔4に打ち込んだ際に、予定しない形状に無理に変形して、外壁2の表面に飛び出してしまうことがあった。そうなると、打ち込み孔4とアンカーピン本体5との隙間17を確実に封止するができないために、接着剤8の逆流防止を有効に果たすことができなくなっていた。   By the way, in the conventional anchor pin 1 described above, a relatively soft sleeve made of resin such as polyethylene is used as the sleeve 10 fitted to the outer periphery of the anchor pin main body 5, so that the anchor pin main body 5 is driven into the driving hole 4. In this case, the shape may be forcibly deformed to an unplanned shape and may jump out to the surface of the outer wall 2. In this case, the gap 17 between the driving hole 4 and the anchor pin main body 5 cannot be reliably sealed, so that the backflow of the adhesive 8 cannot be effectively prevented.

本発明は、上記事情を考慮し、外壁に穿設した打ち込み孔とアンカーピン本体との隙間を確実にスリーブで封止して、注入した接着剤の逆流を有効に防止することのできるアンカーピンを提供することを目的とする。   In consideration of the above circumstances, the present invention provides an anchor pin capable of effectively preventing the backflow of the injected adhesive by reliably sealing the gap between the driving hole drilled in the outer wall and the anchor pin main body with a sleeve. The purpose is to provide.

本発明のアンカーピンは、外壁からコンクリート躯体に穿設された打ち込み孔に挿入される中空筒状のアンカーピン本体と、このアンカーピン本体の内部に挿入され、打ち込み孔へのアンカーピン本体の挿入後に後方から叩き込まれることで、アンカーピン本体の先端部を拡開させてコンクリート躯体に食い付き固定させるプラグと、アンカーピン本体の後端に形成された接着剤の注入口と、この注入口からアンカーピン本体の内部に注入された接着剤をアンカーピン本体の外部に導出する導出通路と、アンカーピン本体の外周に配され、アンカーピン本体が打ち込み孔に挿入されるのに伴ってアンカーピン本体の後端に移動し、その位置で打ち込み孔とアンカーピン本体の隙間を封止し、それにより、その後接着剤が注入された際に打ち込み孔とアンカーピン本体の隙間を通しての接着剤の逆流を阻止するスリーブと、を備え、前記スリーブとして、金属製のスリーブが用いられていることを特徴とする。   The anchor pin of the present invention is a hollow cylindrical anchor pin main body inserted into a driving hole drilled in a concrete frame from the outer wall, and inserted into the anchor pin main body, and the anchor pin main body is inserted into the driving hole. Later, it is struck from behind, the tip of the anchor pin main body is expanded to bite and fix to the concrete frame, the adhesive inlet formed at the rear end of the anchor pin main body, and from this inlet A lead-out passage for leading the adhesive injected into the anchor pin main body to the outside of the anchor pin main body and the outer periphery of the anchor pin main body, the anchor pin main body being inserted into the driving hole Move to the rear end and seal the gap between the drive hole and the anchor pin body at that position, and then drive when the adhesive is injected Comprising a sleeve to prevent backflow of the adhesive through the gap between the hole and the anchor pin body, a, as the sleeve, characterized in that the metal sleeve is used.

本発明のアンカーピンは、アンカーピン本体の外周に、樹脂よりも硬質で剛性の高い金属製のスリーブを配置したため、アンカーピン本体の打ち込みに従ってアンカーピン本体上を移動する際にも、スリーブが大きく無理変形することがなくなる。従って、樹脂製のスリーブのように、変形した上で外壁から飛び出すようなことがなくなり、適正な位置で確実に打ち込み孔とアンカーピン本体との隙間をスリーブによって封止することができ、注入した接着剤の逆流を防止することができる。その結果、接着剤の高圧注入の際の信頼性の向上が図れる。   In the anchor pin of the present invention, a metal sleeve that is harder and more rigid than resin is arranged on the outer periphery of the anchor pin main body. Therefore, when the anchor pin moves on the anchor pin main body, the sleeve is large. It will not be forced to deform. Therefore, unlike the resin sleeve, it does not jump out of the outer wall after being deformed, and the gap between the driving hole and the anchor pin main body can be reliably sealed by the sleeve at an appropriate position. The back flow of the adhesive can be prevented. As a result, the reliability at the time of high pressure injection of the adhesive can be improved.

以下、本発明の実施形態を図面に基づいて説明する。
図1は実施形態のアンカーピン50の構成図で、(a)は縦断面図、(b)は(a)のIb矢視図である。図2はアンカーピン50を打ち込み孔4に打ち込んで挿入した状態を示す要部断面図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1A and 1B are configuration diagrams of an anchor pin 50 according to the embodiment, in which FIG. 1A is a longitudinal sectional view, and FIG. FIG. 2 is a cross-sectional view of the main part showing a state where the anchor pin 50 is driven and inserted into the driving hole 4.

このアンカーピン50は、外壁2の表面からコンクリート躯体3(図5参照)内に所定の深さ入り込むように穿設された打ち込み孔(円形孔)4に挿入される中空円筒状のアンカーピン本体55と、このアンカーピン本体55の内部に予め挿入されて収容され、打ち込み孔4へのアンカーピン本体55の挿入後に後方から前方に向けて叩き込まれることで、アンカーピン本体55の先端部を拡開させてコンクリート躯体3に食い付き固定させるプラグ56と、アンカーピン本体55の後端に形成された接着剤の注入口57と、アンカーピン本体55の周壁における軸方向の中間部に形成され、前記注入口57からアンカーピン本体55の内部に注入された接着剤8(図6参照)をアンカーピン本体55の外部に導出する導出孔59と、アンカーピン本体55の外周に嵌合され、アンカーピン本体55が打ち込み孔4に挿入されるのに伴ってアンカーピン本体55の後端側に移動し、その位置で打ち込み孔4とアンカーピン本体55の隙間17を封止し、それにより、その後接着剤8が注入された際に打ち込み孔4とアンカーピン本体55の隙間17を通しての接着剤8の逆流を阻止する金属製のスリーブ60と、を備えている。   This anchor pin 50 is a hollow cylindrical anchor pin main body inserted into a driving hole (circular hole) 4 drilled so as to enter the concrete frame 3 (see FIG. 5) from the surface of the outer wall 2. 55 and inserted in the anchor pin main body 55 in advance, and after the anchor pin main body 55 is inserted into the driving hole 4, the anchor pin main body 55 is struck from the rear to the front, thereby expanding the tip of the anchor pin main body 55. A plug 56 that is opened to bite and fix to the concrete housing 3; an adhesive injection port 57 formed at the rear end of the anchor pin main body 55; and an axial intermediate portion of the peripheral wall of the anchor pin main body 55; A lead-out hole 59 for leading the adhesive 8 (see FIG. 6) injected into the anchor pin main body 55 from the injection port 57 to the outside of the anchor pin main body 55; It is fitted to the outer periphery of the pin body 55 and moves to the rear end side of the anchor pin body 55 as the anchor pin body 55 is inserted into the drive hole 4. A metal sleeve 60 that seals the gap 17 and thereby prevents backflow of the adhesive 8 through the gap 17 of the anchor pin body 55 when the adhesive 8 is subsequently injected. ing.

この場合、アンカーピン本体55の先端部には、拡開を容易にするため、及び、接着剤8の導出を促すため、先端から基端側に向けて所定の長さの割溝61が少なくとも1本(この実施形態では周方向に180度離れた位置に2本)設けられている。また、アンカーピン本体55の後端の注入口57の周囲には、外壁2を押さえると共にスリーブ60の基端側への抜けを防止するため、及び、注入した接着剤8の漏れ防止のためのフランジ62が設けられている。フランジ62を含めたアンカーピン本体55の後端部に樹脂による被覆すように構成してもよい。また、アンカーピン本体55の先端側の周壁には、プラグ56の先端側への抜け止めや打ち込み孔4との摩擦力の増加等を図るための環状凹溝64が少なくとも1つ(この実施形態では軸方向に隣接した凹凸を交互に形成すべく3つ)設けられている。更に、アンカーピン本体55の後端側の周壁であってフランジ62の近傍には、プラグ56の後端側への抜け止め用の環状凹部63が設けられている。   In this case, at the distal end portion of the anchor pin main body 55, at least a split groove 61 having a predetermined length from the distal end toward the proximal end side is provided in order to facilitate the expansion and to promote the lead-out of the adhesive 8. One (in this embodiment, two at a position 180 degrees apart in the circumferential direction) is provided. Further, around the injection port 57 at the rear end of the anchor pin main body 55, the outer wall 2 is pressed and the sleeve 60 is prevented from coming out to the proximal end side, and the injected adhesive 8 is prevented from leaking. A flange 62 is provided. You may comprise so that the rear end part of the anchor pin main body 55 including the flange 62 may be coat | covered with resin. The peripheral wall on the distal end side of the anchor pin main body 55 has at least one annular concave groove 64 for preventing the plug 56 from coming off toward the distal end side and increasing the frictional force with the driving hole 4 (this embodiment). Then, three are provided in order to alternately form irregularities adjacent in the axial direction. Further, an annular recess 63 for preventing the plug 56 from coming off to the rear end side is provided in the vicinity of the flange 62 on the peripheral wall on the rear end side of the anchor pin main body 55.

なお、アンカーピン本体55の材料としては、錆発生の心配がなく、しかも剪断耐力に優れたステンレス(SUS304)が使用されており、また、スリーブ60の材料としては、アルミニウムや真鍮、あるいは銅等の比較的柔らかい金属が使用されている。スリーブ60に柔らかい金属を使用するのは、打ち込み孔4とアンカーピン本体55の隙間17に対する追従性を期待してのことである。   As the material of the anchor pin main body 55, stainless steel (SUS304) having no fear of rust generation and excellent in shear strength is used, and as the material of the sleeve 60, aluminum, brass, copper, or the like is used. A relatively soft metal is used. The reason for using a soft metal for the sleeve 60 is that it is expected to follow the gap 17 between the driving hole 4 and the anchor pin main body 55.

このスリーブ60は、内周面がストレートな円筒面状に形成され、外周面が先端に向けて漸次小径となるテーパ面状に形成された小径円筒部60aの後端に、若干外方に張り出した小フランジ60bを一体に設けたものである。このスリーブ60は、機械加工、塑性加工(プレス加工)等により成形されることになる。この場合、スリーブ60は、加工性に優れ、かつ容易に入手可能であると共に安価なアルミニウムを用いて加工することが好ましい。   The sleeve 60 has an inner peripheral surface formed in a straight cylindrical surface shape, and the outer peripheral surface projects slightly outward from a rear end of a small diameter cylindrical portion 60a formed in a tapered surface shape having a gradually decreasing diameter toward the tip. A small flange 60b is integrally provided. The sleeve 60 is formed by machining, plastic working (press work) or the like. In this case, it is preferable to process the sleeve 60 using aluminum which is excellent in workability and is easily available and inexpensive.

このアンカーピン50を使用した外壁補修工事の施工手順は先に述べたものと全く同じである。しかし、このようにスリーブ60をアルミニウム等の金属製に変えたことにより、アンカーピン本体55の打ち込みに従ってアンカーピン本体55上を移動する際に、スリーブ60が大きく無理に変形することがなくなる。従って、従来の樹脂製のスリーブのように、変形した上で外壁2から飛び出すようなことがなくなり、適正な位置で確実に打ち込み孔4とアンカーピン本体55との隙間17をスリーブ60によって封止することができ、注入した接着剤8の逆流を防止することができる。その結果、接着剤8の高圧注入の際の信頼性の向上が図れる。しかも、スリーブ60が外壁2から飛び出すことがないので、最終的に注入口57等の凹部をパテで埋めて外壁2の表面を平らに仕上げる際の手間を低減することができる。即ち、外壁補修工事の能率の向上を図ることができる。   The construction procedure of the outer wall repair work using this anchor pin 50 is exactly the same as described above. However, since the sleeve 60 is made of a metal such as aluminum as described above, the sleeve 60 will not be deformed excessively when moving on the anchor pin body 55 according to the driving of the anchor pin body 55. Therefore, unlike the conventional resin sleeve, it does not jump out of the outer wall 2 after being deformed, and the gap 17 between the driving hole 4 and the anchor pin main body 55 is reliably sealed by the sleeve 60 at an appropriate position. And back flow of the injected adhesive 8 can be prevented. As a result, the reliability at the time of high-pressure injection of the adhesive 8 can be improved. In addition, since the sleeve 60 does not jump out of the outer wall 2, it is possible to reduce the trouble of finally filling the concave portion such as the injection port 57 with a putty to finish the surface of the outer wall 2 flat. That is, the efficiency of the outer wall repair work can be improved.

なお、アンカーピン本体50の構造は次のいずれのものであってもよい。
(a)プレスで所定形状にカットした金属板を円筒状に丸めたもの。
(b)プレス成形した半円筒体を合わせて円筒状に接合したもの。
(c)パイプをプレス加工したもの。
The structure of the anchor pin main body 50 may be any of the following.
(A) A metal plate cut into a predetermined shape by a press and rolled into a cylindrical shape.
(B) A combination of press-molded semi-cylindrical bodies joined in a cylindrical shape.
(C) Pressed pipe.

本発明の実施形態のアンカーピンの構成図で、(a)は縦断面図、(b)は(a)のIb矢視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a block diagram of the anchor pin of embodiment of this invention, (a) is a longitudinal cross-sectional view, (b) is Ib arrow directional view of (a). 実施形態のアンカーピンを打ち込み孔に打ち込んだ状態を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the state which driven the anchor pin of embodiment into the driving hole. 従来のアンカーピンの外観構成を示す側面図である。It is a side view which shows the external appearance structure of the conventional anchor pin. 従来のアンカーピンの施工工程の説明図である。It is explanatory drawing of the construction process of the conventional anchor pin. 図4の次の工程の説明図である。It is explanatory drawing of the next process of FIG. 図5の次の工程の説明図である。It is explanatory drawing of the next process of FIG.

符号の説明Explanation of symbols

2 外壁
3 コンクリート躯体
4 打ち込み孔
8 接着剤
17 打ち込み孔とアンカーピン本体との隙間
51 アンカーピン
55 アンカーピン本体
56 プラグ
57 接着剤の注入口
59 導出孔
60 金属製のスリーブ
61 割溝(導出通路)
2 outer wall 3 concrete frame 4 driving hole 8 adhesive 17 gap between driving hole and anchor pin body 51 anchor pin 55 anchor pin body 56 plug 57 adhesive inlet 59 outlet hole 60 metal sleeve 61 split groove (leading passage) )

Claims (1)

外壁からコンクリート躯体に穿設された打ち込み孔に挿入される中空筒状のアンカーピン本体と、このアンカーピン本体の内部に挿入され、前記打ち込み孔へのアンカーピン本体の挿入後に後方から叩き込まれることで、アンカーピン本体の先端部を拡開させてコンクリート躯体に食い付き固定させるプラグと、前記アンカーピン本体の後端に形成された接着剤の注入口と、この注入口からアンカーピン本体の内部に注入された接着剤をアンカーピン本体の外部に導出する導出通路と、前記アンカーピン本体の外周に配され、アンカーピン本体が前記打ち込み孔に挿入されるのに伴ってアンカーピン本体の後端に移動し、その位置で前記打ち込み孔とアンカーピン本体の隙間を封止し、それにより、その後接着剤が注入された際に前記打ち込み孔とアンカーピン本体の隙間を通しての接着剤の逆流を阻止するスリーブと、を備え、前記スリーブとして、金属製のスリーブが用いられていることを特徴とする外壁補修用アンカーピン。   A hollow cylindrical anchor pin body to be inserted into the driving hole drilled in the concrete frame from the outer wall, and inserted into the anchor pin main body, and after being inserted into the driving hole, it is struck from behind. A plug for expanding and fixing the tip of the anchor pin body to the concrete frame, an adhesive inlet formed at the rear end of the anchor pin body, and an inside of the anchor pin body from the inlet A lead-out passage for leading the adhesive injected into the outside of the anchor pin main body, and a rear end of the anchor pin main body arranged on the outer periphery of the anchor pin main body as the anchor pin main body is inserted into the driving hole And seal the gap between the driving hole and the anchor pin body at that position, so that when the adhesive is subsequently injected, the driving Comprising a sleeve to prevent backflow of the adhesive through the gap between the hole and the anchor pin body, a, as the sleeve, the anchor pin Siding, wherein the metallic sleeve is used.
JP2003397633A 2003-11-27 2003-11-27 Anchor pin for exterior wall repair Expired - Fee Related JP4030953B2 (en)

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JP2003397633A JP4030953B2 (en) 2003-11-27 2003-11-27 Anchor pin for exterior wall repair

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JP2005155241A true JP2005155241A (en) 2005-06-16
JP4030953B2 JP4030953B2 (en) 2008-01-09

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007092433A (en) * 2005-09-29 2007-04-12 Fs Technical Corp Expansion anchor for pinning construction method and pinning construction method using the same
KR102557468B1 (en) * 2022-09-30 2023-07-20 주식회사 아이지건업 Interlocking type connection body of the exterior wall between the bearing wall and the insulating space and the construction method of the interlocking type connection body

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110748540B (en) * 2019-11-01 2021-08-13 徐州华显凯星信息科技有限公司 Internal expanding pin for pressing type expansion fixing buckle

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007092433A (en) * 2005-09-29 2007-04-12 Fs Technical Corp Expansion anchor for pinning construction method and pinning construction method using the same
JP4721848B2 (en) * 2005-09-29 2011-07-13 Fsテクニカル株式会社 Expansion anchor for pinning method and pinning method using the same
KR102557468B1 (en) * 2022-09-30 2023-07-20 주식회사 아이지건업 Interlocking type connection body of the exterior wall between the bearing wall and the insulating space and the construction method of the interlocking type connection body

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