JP2005248504A - Implanting structure of anchor bolt - Google Patents

Implanting structure of anchor bolt Download PDF

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JP2005248504A
JP2005248504A JP2004058634A JP2004058634A JP2005248504A JP 2005248504 A JP2005248504 A JP 2005248504A JP 2004058634 A JP2004058634 A JP 2004058634A JP 2004058634 A JP2004058634 A JP 2004058634A JP 2005248504 A JP2005248504 A JP 2005248504A
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anchor bolt
hollow
hole
tip
anchor
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Yoshihiro Yasuda
義博 安田
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an implanting structure of an anchor bolt to a wall, aiming at soundproofing, sound absorption, heat insulation and fire resistance, by sacrificing mechanical proper strength. <P>SOLUTION: A splitting slot 12 orthogonal to the axis is formed in the required longitudinal shaft direction from the tip. A pin hole 13 orthogonal to the splitting slot 12 is opened on the tip of the splitting slot 12 of a hollow screw bar 11 for arranging a male screw 16 having the required length on the outer periphery from the rear end. An anchor 10 provided with an arrowhead 15 having the expanding free end with a pin 14 inserted into this pin hole 13 as a shaft, is inserted into a bottomed hole H arranged on a wall W. The implanting structure is constituted by injecting and solidifying a joining resin U into a void between the bottomed hole H and the anchor 10 from a hollow hole 17 of the hollow screw bar 11 of this anchor 10. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、壁またはパネル(以下、単に壁という)に看板・ポスター等を取り付けるためのアンカーボルトの植え込み構造、とりわけ柔らかい壁に看板・ポスター等を取り付けるためのアンカーボルトの植え込み構造に関する。   The present invention relates to an anchor bolt implanting structure for attaching a signboard / poster or the like to a wall or panel (hereinafter simply referred to as a wall), and more particularly to an anchor bolt implanting structure for attaching a signboard / poster etc. to a soft wall.

アンカーボルトの先行技術として、特許文献1または特許文献2がある。   As a prior art of the anchor bolt, there is Patent Document 1 or Patent Document 2.

特開2002−327437号公報(要約および図面)JP 2002-327437 A (Abstract and drawings) 実開平6−69412号公報(要約および図面)Japanese Utility Model Publication No. 6-69412 (abstract and drawing)

上記特許文献は、いずれもコンクリートや石材など堅牢な土木構築用壁面、床面にアンカーボルトを植え込む技術に関するものであって、ロックウールに結合剤および結合助剤などを混合したものを固化した壁(例えば特開平2000−269681号公報に記載)や、ケイ酸カルシウムに種々の充填剤を混合して成形した壁材(例えば特開平7−257956号公報に記載)のように、機械的適強度を犠牲にし、防音、吸音、断熱,耐火などを目的とした壁へのアンカーボルトの植え込みにはとても適用できるものではなかった。   The above-mentioned patent documents all relate to a technique for implanting anchor bolts on a solid wall for construction of civil engineering such as concrete and stone, and floor, and is a solidified wall made of a mixture of rock wool with a binder and a binding aid. (For example, described in JP-A No. 2000-269682) and wall materials formed by mixing various fillers with calcium silicate (for example, described in JP-A No. 7-257958), the appropriate mechanical strength It was not very applicable to implanting anchor bolts in walls for the purpose of soundproofing, sound absorption, heat insulation, fire resistance, etc.

その理由は、上記壁は多孔質であり、ロックウールやシラス、場合によっては籾殻のようなものまで結合剤と混合し固化したものであるから、それ自体極めて強度が低く、アンカーボルトを植え込んだ部分をどれだけ強く固定したところで、植え込んだ周辺の壁ともにごっそり外れてしまう恐れがあるからである。   The reason is that the wall is porous and rock wool or shirasu, and in some cases like a rice husk, is mixed with a binder and solidified, so it is very low in strength and anchor bolts are implanted. This is because how hard the part is fixed may cause the wall around the planted area to come off.

上記状況に鑑みこの発明は、上記のように機械的適強度を犠牲にし、防音、吸音、断熱、耐火などを目的とした壁へのアンカーボルトの植え込み構造を提供することを課題とする。   In view of the above situation, an object of the present invention is to provide an anchor bolt implantation structure in a wall for the purpose of soundproofing, sound absorption, heat insulation, fire resistance, and the like at the expense of mechanical strength as described above.

上記課題を解決するためにこの発明は、先端から必要な長さ軸方向に中心軸に対して直交する割り溝を入れ、後端から外周に必要な長さの雄ネジを設けた中空ネジ棒の上記割り溝の先端に、上記割り溝に直行するピン孔を開け、このピン孔に挿し込まれたピンを軸にして自由端が広がる鏃を設けたアンカーを、壁に設けた有底穴に挿しこみ、このアンカーの中空ネジ棒の中空孔から上記有底穴とアンカーとの空隙に結合樹脂を注入固化してなる構成としたものであり、上記中空ネジ棒を、上記壁に設けた有底穴に挿入するとき、上記鏃は割り溝内に窄められ、窄められた鏃は中空孔の後端から楔棒が打ち込まれて開き、その先端が有底穴の内面に食い込むように構成し、または、上記鏃はスプリングにより開く方向に付勢されるように構成し、さらに、中空ネジ棒の先端に設けた割り溝に、中心に雌ネジを設けたテーパーコーンを押しあてネジ棒を螺合することにより上記割り溝が開いて、その先端が有底穴の内面に食い込むようにすることもできる。   In order to solve the above-described problems, the present invention provides a hollow screw rod in which a split groove perpendicular to the central axis is inserted in the required length axis direction from the front end and a male screw having a required length is provided from the rear end to the outer periphery. A bottomed hole provided in the wall with an anchor provided with a ridge that opens a free end with the pin inserted into the pin hole as an axis at the tip of the split groove. Inserted into the hollow hole of the anchor screw screw into the gap between the bottomed hole and the anchor, and the resin is injected and solidified. The hollow screw rod is provided on the wall. When inserting into the bottomed hole, the above-mentioned ridge is constricted in the split groove, and the squeezed ridge is opened by a wedge rod driven from the rear end of the hollow hole, and its tip bites into the inner surface of the bottomed hole Or the heel is biased in the opening direction by a spring. Furthermore, the split groove is opened by pressing the taper cone with the female screw at the center into the split groove provided at the tip of the hollow screw rod and screwing the screw rod, and the tip is formed on the inner surface of the bottomed hole. You can also bite in.

上記の如く構成するこの発明によれば、壁に設けた有底穴に、先端に鏃を設けた中空ネジ棒を差し込み、上記鏃を広げて上記有底穴の内面に食い込ませ、中空ネジ棒と有底穴との隙間全体に結合樹脂を注入することにより部分的にアンカーボルトが固定されるのではなく、有底穴全体でアンカーボルトが保持する状態になって全体としてアンカーボルトの保持力が大きくなり、鏃の先端が有底穴の内面に食い込むことにより中空ネジ棒は空回りすることがない。
また、上記のように中空ネジ棒と有底穴との隙間全体に結合樹脂を注入することにより、有底穴内面周囲の多孔質部分に結合樹脂が浸透固化して、その部分の強度が高まり、アンカーボルトの保持力を一層大きくする効果が発揮される。
According to the present invention configured as described above, a hollow screw rod having a flange provided at the tip thereof is inserted into a bottomed hole provided in the wall, and the flange is widened to bite into the inner surface of the bottomed hole. The anchor bolt is not fixed in part by injecting the binding resin into the entire gap between the bottomed hole and the bottomed hole. The hollow screw rod does not go idle because the tip of the flange bites into the inner surface of the bottomed hole.
Moreover, by injecting the binding resin into the entire gap between the hollow screw rod and the bottomed hole as described above, the binding resin penetrates and solidifies into the porous portion around the inner surface of the bottomed hole, and the strength of the portion increases. The effect of further increasing the holding force of the anchor bolt is exhibited.

〔実施例1〕
次にこの発明の実施例1を、図1乃至図3を参照しながら説明する。機械的強度を犠牲にした防音、吸音、断熱、耐火などを目的とした壁Wに、公知の方法により有底穴Hが掘られ、この有底穴Hにはアンカー10が挿入される。
[Example 1]
Next, Embodiment 1 of the present invention will be described with reference to FIGS. A bottomed hole H is dug by a known method in a wall W intended for soundproofing, sound absorption, heat insulation, fire resistance, etc. at the sacrifice of mechanical strength, and an anchor 10 is inserted into this bottomed hole H.

上記アンカー10は、中空ネジ棒11の先端から中程まで中心軸に対して直交する方向に割り溝12が設けられ、この割り溝12の先端に割り溝に対して直行するようにピン孔13が設けられ、このピン孔13に嵌入されたピン14を軸にして自由端が開閉可能にした鏃15が取り付けられ、中空ネジ棒11の後端には雄ネジ16が設けられている。   The anchor 10 is provided with a split groove 12 in a direction orthogonal to the central axis from the tip of the hollow screw rod 11 to the middle, and a pin hole 13 so that the tip of the split groove 12 is perpendicular to the split groove. A flange 15 having a free end that can be opened and closed around a pin 14 fitted in the pin hole 13 is attached, and a male screw 16 is provided at the rear end of the hollow screw rod 11.

有底穴Hに挿入されたアンカー10の後端から中空孔17に楔棒18が打ち込まれて鏃15が開き、その先端は有底穴Hの内面に食い込み、空回りせず、通常の状態では抜け落ちないようになる。   A wedge rod 18 is driven from the rear end of the anchor 10 inserted into the bottomed hole H into the hollow hole 17 to open the flange 15, and the tip thereof bites into the inner surface of the bottomed hole H and does not rotate freely. It will not fall out.

上記状態、即ち、壁Wにアンカー10を挿入し楔棒18を打ち込んで鏃15を広げた状態で、中空ネジ棒11の後端に結合樹脂注入ガンGのノズルNを差し込み、結合樹脂Uを、中空孔17を経てアンカー10と有底穴Hとの空隙に注入する。ここで使用した結合樹脂Uは、二液反応硬化形でウレタン樹脂に金属粉粒体を混練したウレタンメタリック樹脂組成物、例えば日本ヒルティー(HILTI)株式会社製の商品名:HIT−HY20である。   In the above state, that is, in a state where the anchor 10 is inserted into the wall W and the wedge rod 18 is driven to widen the flange 15, the nozzle N of the binding resin injection gun G is inserted into the rear end of the hollow screw rod 11, and the binding resin U is inserted. Then, it is injected into the gap between the anchor 10 and the bottomed hole H through the hollow hole 17. The binding resin U used here is a urethane metallic resin composition obtained by kneading metal powder particles with urethane resin in a two-component reaction curable form, for example, trade name: HIT-HY20 manufactured by Nippon Hilti Corporation.

上記の如くアンカー10を壁Wに植え込んだ後は、中空ネジ棒11に看板19、ポスターなどに設けた孔を嵌めワッシャー20を介してナット21で看板19を取り付け固定する。また、図示しないが上記鏃は、ピン14の部分にトーションスプリングを入れて絶えず開く方向に付勢する構造とするならば、アンカー10を挿し込むときはそのままでよく、嵌め殺し構造とすることができる。   After the anchor 10 is implanted in the wall W as described above, a hole provided in the sign 19 and the poster is fitted into the hollow screw rod 11, and the sign 19 is attached and fixed with the nut 21 through the washer 20. Although not shown in the drawing, if the above-mentioned hook has a structure in which a torsion spring is inserted into the pin 14 and is constantly biased in the opening direction, it can be left as it is when the anchor 10 is inserted. it can.

ここで上記実施例では、結合樹脂Uとして上記ウレタンメタリック樹脂組成物を用いたが、これに限るものではなく、アンカー10を植え込む壁Wの状態と、植え込まれたアンカー10に求められる強度によって一般に市販されている時効硬化形の樹脂(例えばウレタン樹脂、エポキシ樹脂など)中から適宜選択することができる。   Here, in the said Example, although the said urethane metallic resin composition was used as the binding resin U, it is not restricted to this, According to the state of the wall W which implants the anchor 10, and the intensity | strength calculated | required by the implanted anchor 10 It can be appropriately selected from age-curing resins (for example, urethane resins, epoxy resins, etc.) that are generally commercially available.

特に壁Wの強度が低いときは、注入する樹脂が有底穴Hの内面から若干浸透固化する程度にして、有底穴Hの周辺を補強できるような樹脂を選択すると効果的である。また、この場合有底穴Hの開口部と中空ネジ棒11との間に環状栓(図示せず)を押入して、結合樹脂注入ガンGの注入圧が逃げないようにすると有底穴Hの内面から樹脂がよく浸透して効果的である。   In particular, when the strength of the wall W is low, it is effective to select a resin that can reinforce the periphery of the bottomed hole H so that the resin to be injected penetrates and solidifies slightly from the inner surface of the bottomed hole H. In this case, if an annular plug (not shown) is inserted between the opening of the bottomed hole H and the hollow screw rod 11 so that the injection pressure of the bonding resin injection gun G does not escape, the bottomed hole H The resin penetrates well from the inner surface and is effective.

〔実施例2〕
次に実施例2について図4を参照しながら説明する。先端に割り溝12が設けられ、その後端に雄ネジ16が設けられて中空ネジ棒11となり、中空ネジ棒11の中間には、中空孔17から外面に向かって小孔22が穿設されている。
[Example 2]
Next, Example 2 will be described with reference to FIG. A split groove 12 is provided at the front end and a male screw 16 is provided at the rear end to form a hollow screw rod 11. A small hole 22 is formed in the middle of the hollow screw rod 11 from the hollow hole 17 toward the outer surface. Yes.

中空ネジ棒11の先端(割り溝12を設けた部分)には中心に雌ネジ23を設けたテーパーコーン24が宛がわれ、この雌ネジ23にL形ネジ棒25が螺合し、この状態で有底穴H内に装填される。   A tapered cone 24 having a female screw 23 at its center is assigned to the tip of the hollow screw rod 11 (the portion where the split groove 12 is provided), and an L-shaped screw rod 25 is screwed into this female screw 23. Is loaded into the bottomed hole H.

装填されると、L形ネジ棒25をテーパーコーン24の雌ネジ23にねじ込むとL形ネジ棒25の鍔26が中空ネジ棒11の後端に当接して上記テーパーコーン24が引き寄せられ中空ネジ棒11の先端、割り溝12を形成した部分が広がって、その先端12tが有底穴Hの内面に食い込む。   When loaded, when the L-shaped threaded rod 25 is screwed into the female thread 23 of the tapered cone 24, the flange 26 of the L-shaped threaded rod 25 abuts against the rear end of the hollow threaded rod 11, and the tapered cone 24 is pulled toward the hollow threaded screw. The tip of the rod 11 and the portion where the split groove 12 is formed widen, and the tip 12t bites into the inner surface of the bottomed hole H.

この状態になると、L形ネジ棒25を逆に回して中空ネジ棒11から取り除き、前述のように中空孔17に結合樹脂注入ガンGのノズルNを差し込み有底穴Hと中空ネジ棒11との空隙に結合樹脂Uを注入してこの実施例に係るアンカーボルトの埋め込みは完了する。   In this state, the L-shaped screw rod 25 is turned in the reverse direction to be removed from the hollow screw rod 11, and the nozzle N of the bonding resin injection gun G is inserted into the hollow hole 17 as described above, and the bottomed hole H, the hollow screw rod 11, The bonding resin U is injected into the gap, and the anchor bolt embedding according to this embodiment is completed.

以上説明した通りこの発明によれば、機械的適強度を犠牲にした防音、吸音、断熱、耐火壁に看板等を取り付ける際、壁の強度を補強し安全な状態で取り付けることができ、この技術分野での利用価値は極めて大きいものである。   As described above, according to the present invention, when a signboard or the like is attached to a soundproof, sound absorbing, heat insulating, fireproof wall at the expense of mechanical strength, the strength of the wall can be reinforced and attached in a safe state. The utility value in the field is extremely large.

本発明に係るアンカーボルトの埋め込み構造の断面図Sectional view of anchor bolt embedding structure according to the present invention (a)アンカーを挿入し鏃を広げる前の断面図、(b)同鏃を広げた状態の断面図(A) Cross-sectional view before inserting anchor and widening the ridge, (b) Cross-sectional view in a state where the ridge is widened アンカーと有底穴との間隙に結合樹脂を注入する説明図Explanatory drawing injecting binding resin into gap between anchor and bottomed hole (a)挿入前のアンカーの正面図、(b)アンカーを有底穴に挿入し先端を広げた状態の断面図(A) Front view of anchor before insertion, (b) Cross section with the anchor inserted into the bottomed hole and the tip expanded.

符号の説明Explanation of symbols

10 アンカー
11 中空ネジ棒
12 割り溝
13 ピン孔
14 ピン
15 鏃
16 雄ネジ
17 中空孔
18 楔棒
19 看板
20 ワッシャー
21 ナット
22 小孔
23 雌ネジ(テーパーコーンの)
24 テーパーコーン
25 L形ネジ棒
26 鍔(L形ネジ棒の)
G 結合樹脂注入ガン
H 有底穴
N ノズル
U 結合樹脂
W 壁
DESCRIPTION OF SYMBOLS 10 Anchor 11 Hollow screw rod 12 Split groove 13 Pin hole 14 Pin 15 18 16 Male screw 17 Hollow hole 18 Wedge rod 19 Signboard 20 Washer 21 Nut 22 Small hole 23 Female screw (taper cone)
24 Taper cone 25 L-shaped threaded rod 26 鍔 (L-shaped threaded rod)
G Bonding resin injection gun H Bottomed hole N Nozzle U Bonding resin W Wall

Claims (6)

アンカーボルトの植え込み構造において、壁・パネルに設けた有底穴に、抜け止め構造を有する中空アンカーボルトを差し込み、上記アンカーボルトと有底穴との空隙に結合樹脂を注入固化してなることを特徴とするアンカーボルトの植え込み構造。   In the anchor bolt implantation structure, a hollow anchor bolt having a retaining structure is inserted into a bottomed hole provided in a wall / panel, and a binder resin is injected and solidified into the gap between the anchor bolt and the bottomed hole. A special anchor bolt implant structure. 上記抜け止め構造は、先端から必要な長さ軸方向に中心軸に対して直交する割り溝を入れ、後端から外周に必要な長さの雄ネジを設けた中空ネジ棒の上記割り溝の先端に、上記割り溝に直行するピン孔を開け、このピン孔に挿し込まれたピンを軸にして自由端が広がる鏃を設けたことを特徴とする請求項1に記載のアンカーボルトの植え込み構造。   The retaining structure includes a split groove perpendicular to the central axis in the required length axis direction from the front end, and a hollow screw rod provided with a male screw having a required length from the rear end to the outer periphery. 2. The anchor bolt implantation according to claim 1, wherein a pin hole is formed at a tip of the pin so as to go straight to the split groove, and a free end is provided around the pin inserted into the pin hole. Construction. 上記中空ネジ棒を、上記壁に設けた有底穴に挿入するとき、上記鏃は割り溝内に窄められ、窄められた鏃は中空孔の後端から楔棒が打ち込まれて開き、その先端が有底穴内面に食い込むように構成したことを特徴とする請求項1または2に記載のアンカーボルトの植え込み構造。   When the hollow screw rod is inserted into the bottomed hole provided in the wall, the scissors are constricted in the split groove, and the constricted scissors are opened by a wedge rod driven from the rear end of the hollow hole, 3. The anchor bolt implanting structure according to claim 1, wherein the tip of the anchor bolt bites into the inner surface of the bottomed hole. 上記鏃はスプリングにより開く方向に付勢されてなることを特徴とする請求項1または2に記載のアンカーボルトの植え込み構造。   3. The anchor bolt implantation structure according to claim 1, wherein the hook is urged in a direction of opening by a spring. 上記抜け止め構造は、中空アンカーボルトの先端に割り溝を入れ、この割り溝を入れた先端に、中心に雌ネジを設けたテーパーコーンを装入し、このテーパーコーンを、その雌ネジにネジ棒を螺合して上記割り溝を形成した中空アンカーボルトの先端に食い込ませ、食い込ませた後、上記ネジ軸を除去してなることを特徴とする請求項1に記載のアンカーボルトの植え込み構造。   The above retaining structure has a slit at the tip of the hollow anchor bolt, a taper cone having a female screw at the center is inserted at the tip of the split groove, and the taper cone is screwed into the female screw. 2. The anchor bolt implantation structure according to claim 1, wherein the screw shaft is removed after biting into a tip end of a hollow anchor bolt having the split groove formed by screwing a rod. . 上記中空アンカーボルトに、外面から中空孔に向けて貫通孔を設けてなることを特徴とする請求項1または5に記載のアンカーボルトの植え込み構造。   6. The anchor bolt implanting structure according to claim 1, wherein a through hole is provided in the hollow anchor bolt from the outer surface toward the hollow hole.
JP2004058634A 2004-03-03 2004-03-03 Implanting structure of anchor bolt Withdrawn JP2005248504A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247049A (en) * 2010-05-31 2011-12-08 Jr Soke Engineering Co Ltd Method for fixing hole-in anchor bolt device and hole-in anchor bolt device for use therein
KR101447355B1 (en) * 2013-03-14 2014-10-07 한국전통문화대학교산학협력단 Apparatus for connecting column-foundation stone of wooden architecture
CN113266081A (en) * 2021-07-01 2021-08-17 温州神光建设工程有限公司 Environment-friendly civil construction pre-buried construction structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247049A (en) * 2010-05-31 2011-12-08 Jr Soke Engineering Co Ltd Method for fixing hole-in anchor bolt device and hole-in anchor bolt device for use therein
KR101447355B1 (en) * 2013-03-14 2014-10-07 한국전통문화대학교산학협력단 Apparatus for connecting column-foundation stone of wooden architecture
CN113266081A (en) * 2021-07-01 2021-08-17 温州神光建设工程有限公司 Environment-friendly civil construction pre-buried construction structure
CN113266081B (en) * 2021-07-01 2022-07-29 温州神光建设工程有限公司 Environment-friendly civil construction pre-buried construction structure

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