JP3994396B2 - anchor - Google Patents

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JP3994396B2
JP3994396B2 JP2003424305A JP2003424305A JP3994396B2 JP 3994396 B2 JP3994396 B2 JP 3994396B2 JP 2003424305 A JP2003424305 A JP 2003424305A JP 2003424305 A JP2003424305 A JP 2003424305A JP 3994396 B2 JP3994396 B2 JP 3994396B2
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retaining member
cap
pressing member
back surface
stud bolt
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JP2004218424A (en
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健作 高田
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三協立山アルミ株式会社
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Description

本発明は、表面パネルの裏面に設けてコンクリートに埋め込まれるアンカーに関する。   The present invention relates to an anchor provided on the back surface of a front panel and embedded in concrete.

特許文献1には、コンクリートに埋め込まれるアンカーにおいて、押さえ部材の内側にキャップを設け、キャップの内側空間にスタッドボルト、抜け止め部材、ナットを収納することが開示されている。
特許文献2には、上述した特許文献1に開示の構成に加えて、キャップが押さえ部材から脱落するのを防止するために、ナットとキャップとに嵌合する脱落防止部材を設けたことが開示されている。
Patent Document 1 discloses that, in an anchor embedded in concrete, a cap is provided on the inner side of a pressing member, and a stud bolt, a retaining member, and a nut are accommodated in an inner space of the cap.
Patent Document 2 discloses that in addition to the configuration disclosed in Patent Document 1 described above, in order to prevent the cap from falling off the pressing member, a drop-off preventing member fitted to the nut and the cap is provided. Has been.

特許第2745286号公報Japanese Patent No. 2745286 特開平8−326209号公報JP-A-8-326209

しかし、特許文献1及び特許文献2に開示の従来技術では、押さえ部材がコンクリートに露出しているので、押さえ部材がコンクリートのアルカリ成分により腐食して、劣化や損傷が生じるおそれがある。
また、特許文献1ではキャップは直方体形状であり断面略コ字形状の押さえ部材のコ字内に挿入されているので、例えば、表面パネルの裏面にアンカーを装着した後、コンクリートに埋め込む作業をするところにまで搬送するときにキャップが押さえ部材から外れるおそれがある。これに対して、特許文献2ではキャップの脱落防止部材を設けているが、部品点数が多くなるという問題がある。
However, in the prior art disclosed in Patent Document 1 and Patent Document 2, since the pressing member is exposed to the concrete, the pressing member may be corroded by the alkali component of the concrete, and may be deteriorated or damaged.
Further, in Patent Document 1, the cap has a rectangular parallelepiped shape and is inserted into the U-shape of the pressing member having a substantially U-shaped cross section. For example, after attaching the anchor to the back surface of the front panel, the cap is embedded in the concrete. However, there is a risk that the cap may come off from the pressing member when it is transported to the place. On the other hand, in Patent Document 2, a cap drop-off prevention member is provided, but there is a problem that the number of parts increases.

そこで、本発明は、部品点数の増加を伴うことなくキャップの外れを防止でき且つ腐食による劣化や損傷を防止できるアンカーの提供を目的とする。   Therefore, an object of the present invention is to provide an anchor that can prevent the cap from coming off without increasing the number of parts and can prevent deterioration and damage due to corrosion.

請求項1に記載の発明は、表面パネルの裏面に固定したスタッドボルトが略中央部を貫通し表面パネルの裏面に配置して表面パネルの裏面を受ける平面視略円形の受け具と、受け具の裏面に当接する平面視略円形の押さえ部材と、抜け止め部材と、ナットと、コンクリートに埋め込まれる略円筒形のキャップとを備え、押さえ部材は略中央にスタッドボルトが貫通する貫通孔を有し且つ外周面にネジ部を有し、抜け止め部材は押さえ部材の貫通孔内で受け具の裏面に当接する中央部と、押さえ部材の裏面に当接する外周部とを有し且つ中央部をスタッドボルトが貫通しており、ナットは抜け止め部材の裏面でスタッドボルトに締結しており、キャップは耐熱樹脂製であり押さえ部材のネジ部に螺合するネジ部を側壁内周面に有するとともにコンクリートに対する抜け止め部を外面に有しており且つ側壁が表面パネルの裏面に当接し内側空間にスタッドボルト、受け具、押さえ部材、抜け止め部材、及びナットを収納していることを特徴とする。   The invention according to claim 1 is a receiving device having a substantially circular shape in plan view, in which a stud bolt fixed to the back surface of the front panel passes through a substantially central portion and is disposed on the back surface of the front panel, and receives the back surface of the front panel. The pressing member includes a substantially circular pressing member that is in contact with the back surface of the steel plate, a retaining member, a nut, and a substantially cylindrical cap that is embedded in the concrete. The pressing member has a through-hole through which a stud bolt penetrates in the center. And the retaining member has a central portion that contacts the back surface of the receiving member in the through hole of the pressing member and an outer peripheral portion that contacts the back surface of the pressing member. The stud bolt penetrates, the nut is fastened to the stud bolt on the back surface of the retaining member, the cap is made of heat-resistant resin, and has a screw portion that is screwed to the screw portion of the holding member on the inner peripheral surface of the side wall. Co It has a retaining portion for cleats on the outer surface, and the side wall is in contact with the back surface of the front panel, and a stud bolt, a receiving member, a pressing member, a retaining member, and a nut are housed in the inner space. .

請求項2に記載の発明は、請求項1に記載の発明において、押さえ部材は耐熱樹脂製であり、押さえ部材の貫通孔内に、抜け止め部材と押さえ部材との間の隙間を埋めるクッション材を備え、抜け止め部材と受け具は押さえ部材を挟着するとともにキャップの側壁と受け具の間に隙間が設けてあることを特徴とする。   The invention according to claim 2 is the cushion material according to claim 1, wherein the pressing member is made of a heat-resistant resin and fills a gap between the retaining member and the pressing member in the through hole of the pressing member. The retaining member and the receiving member sandwich the pressing member, and a gap is provided between the side wall of the cap and the receiving member.

請求項1に記載の発明では、受け具が表面パネルの裏面に配置して表面パネルを受けることにより、例えばコンクリートの乾燥時や熱膨張時に表面パネルに応力集中が発生した場合に表面パネルの変形を防止できるので、表面パネルの外観が良い。
キャップは平面視略円形としその内周面にあるネジ部を、平面視略円形の押さえ部材の外周面にあるネジ部に螺合して固定する構成であるから、キャップを螺合により押さえ部材に容易に固定できるとともにキャップの脱落を防止できる。しかも、キャップは押さえ部材に螺合するから、キャップの脱落を防止するための部品の増加を伴うことがない。
キャップはその側壁を表面パネルの裏面に当接し、内側空間にスタッドボルト、受け具、押さえ部材、抜け止め部材、クッション材及びナットを収納しているので、キャップがコンクリートに埋め込まれるときにコンクリートのアルカリ成分がキャップ内に侵入するのを防止し、キャップ内の金属部材が腐食により劣化したり損傷するのを防止できる。
キャップが樹脂製であるから、キャップがコンクリートのアルカリ成分により腐食して表面パネルに固着するのを防止でき、表面パネルに対するキャップの相対移動を確保できる。
In the first aspect of the invention, the receiving panel is placed on the back surface of the front panel and receives the front panel, so that, for example, when stress concentration occurs on the front panel during drying of concrete or thermal expansion, the surface panel is deformed. The appearance of the front panel is good.
Since the cap has a substantially circular shape in plan view, and the screw portion on the inner peripheral surface thereof is screwed and fixed to the screw portion on the outer peripheral surface of the pressing member that is substantially circular in plan view, the cap is screwed into the holding member. It can be easily fixed to the cap and the cap can be prevented from falling off. Moreover, since the cap is screwed into the pressing member, there is no increase in the number of parts for preventing the cap from falling off.
The cap abuts the side wall of the cap against the back of the front panel, and the stud bolt, holder, holding member, retaining member, cushioning material and nut are stored in the inner space. The alkaline component can be prevented from entering the cap, and the metal member in the cap can be prevented from being deteriorated or damaged by corrosion.
Since the cap is made of resin, it is possible to prevent the cap from being corroded by the alkaline component of concrete and sticking to the surface panel, and to ensure relative movement of the cap with respect to the surface panel.

キャップは耐熱樹脂であるから、表面パネルの熱を受けて損傷するのを防止できる。
この請求項2に記載の発明では、請求項1に記載の発明と同様な作用効果を奏するとともに、表面パネルとコンクリートの熱膨張差により面内方向の相対変位が生じた場合には、スタッドボルトと抜け止めボルトと受け具とが、押さえ部材とキャップとに対して相対的に移動して、抜け止め部材と押さえ部材との隙間に配置したクッション材の収縮及びキャップの側壁と受け具の間に設けた隙間で、表面パネルとコンクリートの熱膨張差により生じる面内方向の相対変位を吸収する。
押さえ部材の貫通孔内にクッション材を配置して抜け止め部材と押さえ部材との隙間を埋めているので、例えば、表面パネルの裏面にアンカーを装着した後、コンクリートに埋め込む作業をするところにまで搬送するときの搬送時の位置ずれやコンクリートを型枠に流し込んだときの力を受けた場合でも押さえ部材を貫通孔内の適正な位置(略中央)にスタッドボルトを保持することができる。このように、適正位置にスタッドボルトを保持することにより、スタッドボルトが押さえ部材の貫通孔内を相対移動可能な空間を確保でき、表面パネルとコンクリートの熱膨張差により生じる面内方向の相対変位を確実に吸収することができる。
キャップのほか押さえ部材も樹脂製としているので、キャップ内に万が一コンクリートのアルカリ成分が侵入した場合でも、受け具及び抜け止め部材に押さえ部材が腐食により固着することを防止できる。更に、押さえ部材を樹脂製としているので、押さえ部材が接触している抜け止め部材と受け具とが金属材である場合にこれらとの接触部が電食により固着するのを防止できる。
キャップ及び押さえ部材は耐熱樹脂であるから、表面パネルの熱を受けてキャップ及び押さえ部材が融着したり損傷するのを防止でき、これらが相対変位を吸収する機能の阻害を防止できる。
更に、キャップ及び押さえ部材を樹脂製とすることで、金属製の場合に比較してアンカーを軽量にでき、このようなアンカーを多数取り付けるパネルにおいては特に重量の軽減を図ることができる。
本発明によれば、上述のようにコンクリートのアルカリ成分による腐食による固着や、表面パネルの熱による損傷を防止するとともにスタッドボルトを適正な位置に保持しているので、コンクリートパネルに対する表面パネルの熱伸びや収縮を確実に吸収できる。
Since the cap is a heat-resistant resin, it can be prevented from being damaged by receiving heat from the surface panel.
The invention according to claim 2 has the same effect as that of the invention according to claim 1, and in the case where relative displacement in the in-plane direction occurs due to the difference in thermal expansion between the surface panel and the concrete, the stud bolt The retaining bolt and the retainer move relative to the retaining member and the cap, and the cushion material disposed in the gap between the retaining member and the retaining member contracts between the side wall of the cap and the retaining member. In the gap provided in, the relative displacement in the in-plane direction caused by the difference in thermal expansion between the surface panel and the concrete is absorbed.
Since the cushion material is placed in the through hole of the pressing member to fill the gap between the retaining member and the pressing member, for example, until the anchor is attached to the back surface of the front panel and then embedded in the concrete The stud bolt can be held at an appropriate position (substantially in the center) in the through-hole even when it is subjected to positional displacement during transportation or force when concrete is poured into the mold. In this way, by holding the stud bolt in an appropriate position, a space in which the stud bolt can be relatively moved in the through hole of the holding member can be secured, and the relative displacement in the in-plane direction caused by the difference in thermal expansion between the surface panel and the concrete. Can be reliably absorbed.
Since the pressing member in addition to the cap is also made of resin, even if an alkaline component of concrete intrudes into the cap, it is possible to prevent the pressing member from adhering to the holder and the retaining member due to corrosion. Furthermore, since the pressing member is made of resin, when the retaining member and the receiving tool that are in contact with the pressing member are made of a metal material, it is possible to prevent the contact portion between these members from being stuck by electrolytic corrosion.
Since the cap and the pressing member are made of heat-resistant resin, the cap and the pressing member can be prevented from being fused or damaged by receiving heat from the front panel, and the function of absorbing the relative displacement can be prevented.
Furthermore, by making the cap and the pressing member made of resin, the anchor can be made lighter than in the case of metal, and the weight can be particularly reduced in a panel to which a large number of such anchors are attached.
According to the present invention, as described above, the adhesion of the concrete due to the alkali component corrosion and the damage to the surface panel due to the heat are prevented, and the stud bolt is held at an appropriate position. Elongation and shrinkage can be reliably absorbed.

以下に、添付図面を参照して本発明の実施の形態を詳細に説明する。図1は図4に示すA部及びD部の図であり、(a)は縦断面図、(b)は図1(a)のB−B断面図であり、図2は図4に示すC部の図であり、図1の(a)に示すB−Bと同じ位置で切断した断面図であり、図3は図4に示すE部の図であり、図1の(a)に示すB−Bと同じ位置で切断した断面図であり、図4は本発明の実施の形態にかかるアンカーを用いた壁パネルの正面図である。
本発明の実施の形態にかかるアンカー1を用いた壁パネル3は、表面パネル5、コンクリート7、表面パネル5に取り付けられるとともにコンクリート7に埋め込まれるアンカー1とから構成されている。
表面パネル5は金属製であり、本実施の形態ではアルミニウム合金製である。表面パネル5の裏面5aには、多数のアンカー1が取り付けられており、表面パネル5の各位置に設けてあるアンカー1は取り付け位置に応じてそれぞれ後述する押さえ部材9に形成した貫通孔11の形状が異なっており、各位置で生じる相対変位に応じてそれを吸収する形状になっている。尚、図4において、表面パネルの上下左右方向の略中央に位置するE部のアンカー1は固定アンカーであり、その他のA部、C部及びD部のアンカー1は可動アンカーである。
アンカー1は、表面パネル5の裏面5aに固定したスタッドボルト13と、表面パネル5の裏面5a側から、受け具15、押さえ部材9、抜け止め部材17、ナット19が順次設けてあり、これらはキャップ21の内側空間23に収納されている。
受け具15は、平面視略円形のアルミニウム合金製であり、表面パネル5の裏面5aに当接配置され、その略中央部にはスタッドボルト13が貫通されている。この受け具15は、表面パネル5を受けるとともに、押さえ部材9と抜け止め部材17を受けている。
押さえ部材9は、受け具15の裏面側に配置されており、略中央に貫通孔11が形成されている。この押さえ部材9は略円筒形状の耐熱樹脂でできており、平面視略円形である。
押さえ部材9は、貫通孔11を形成している内周部24が受け具15の裏面に当接しており、外周面27にネジ部29が形成されている。
抜け止め部材17は、押さえ部材9の貫通孔11内で受け具15の裏面に当接する中央部31と押さえ部材9の裏面に当接する外周部33とが設けられている。抜け止め部材17は、平面視略円形状のアルミニウム合金製であり、中央部31が受け具15側に突設した段部になっている。
また、中央部31の略中央をスタッドボルトが貫通しており、ナット19をスタッドボルト13に締結して、抜け止め部材17の外周部33と受け具15との間に押さえ部材9の内周部24を挟んでいる。抜け止め部材17と押さえ部材9との当接面30、及び受け具15と押さえ部材9との当接面32には、それぞれ滑り材がコーティングされている。
抜け止め部材17の中央部31と押さえ部材9の内周部24との間には、リング状の隙間35が形成されており、この隙間35をスタッドボルト13ととも抜け止め部材の中央部31が変位可能となっている。この隙間35は弾性変形可能なリング状のクッション材37で埋められている。クッション材37は、例えば、発泡ポリエチレンである。
キャップ21は、耐熱樹脂製の略円筒形状であり、その側壁41の先端を表面パネル5の裏面5aに当接して、円筒の内側空間43にスタッドボルト13、受け具15、抜け止め部材17、押さえ部材24、ナット19を収納している。
キャップ21の外側にはコンクリート7に埋め込む抜け止め部39が設けられている。キャップ21及び押さえ部材9を構成している耐熱樹脂は、それぞれ90℃以上の耐熱樹脂が好ましく、本実施の形態では、ポリエチレンやポリプロピレンが用いられている。
キャップ21の側壁41には、その内周にネジ部45が形成されており、押さえ部材9のネジ部29と螺合して、表面パネル5の裏面5aに固定されている。
キャップ21の側壁41と受け具15との間には隙間48が形成されており、受け具15とキャップ21とはこの隙間48により相対移動可能となっている。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a view of the A part and the D part shown in FIG. 4, (a) is a longitudinal sectional view, (b) is a BB sectional view of FIG. 1 (a), and FIG. 2 is shown in FIG. It is a figure of C section, and is sectional drawing cut | disconnected by the same position as BB shown to (a) of FIG. 1, FIG. 3 is a figure of E section shown in FIG. It is sectional drawing cut | disconnected in the same position as BB shown, and FIG. 4 is a front view of the wall panel using the anchor concerning embodiment of this invention.
The wall panel 3 using the anchor 1 according to the embodiment of the present invention includes a surface panel 5, concrete 7, and an anchor 1 that is attached to the surface panel 5 and embedded in the concrete 7.
The front panel 5 is made of metal, and is made of an aluminum alloy in the present embodiment. A large number of anchors 1 are attached to the back surface 5a of the front panel 5, and the anchors 1 provided at each position of the front panel 5 have through-holes 11 formed in the pressing members 9 described later according to the attachment positions. The shape is different, and the shape absorbs the relative displacement generated at each position. In FIG. 4, the anchor 1 of the E portion located at the approximate center in the vertical and horizontal directions of the surface panel is a fixed anchor, and the other anchors 1 of the A portion, the C portion, and the D portion are movable anchors.
The anchor 1 includes a stud bolt 13 fixed to the back surface 5a of the front panel 5, and a receiving member 15, a pressing member 9, a retaining member 17 and a nut 19 in this order from the back surface 5a side of the front panel 5. It is stored in the inner space 23 of the cap 21.
The receiving member 15 is made of an aluminum alloy having a substantially circular shape in plan view, is disposed in contact with the back surface 5a of the front panel 5, and a stud bolt 13 is penetrated through a substantially central portion thereof. The receiver 15 receives the front panel 5 and also receives the pressing member 9 and the retaining member 17.
The pressing member 9 is disposed on the back surface side of the receiving member 15, and a through hole 11 is formed in the approximate center. The pressing member 9 is made of a substantially cylindrical heat-resistant resin and has a substantially circular shape in plan view.
In the pressing member 9, the inner peripheral portion 24 forming the through hole 11 is in contact with the back surface of the receiving member 15, and a screw portion 29 is formed on the outer peripheral surface 27.
The retaining member 17 is provided with a central portion 31 that contacts the back surface of the receiving member 15 in the through hole 11 of the pressing member 9 and an outer peripheral portion 33 that contacts the back surface of the pressing member 9. The retaining member 17 is made of an aluminum alloy having a substantially circular shape in plan view, and a central portion 31 is a stepped portion projecting toward the support 15 side.
Further, a stud bolt passes through substantially the center of the central portion 31, and the nut 19 is fastened to the stud bolt 13, so that the inner periphery of the pressing member 9 is between the outer peripheral portion 33 of the retaining member 17 and the receiving member 15. The part 24 is sandwiched. The contact surface 30 between the retaining member 17 and the pressing member 9 and the contact surface 32 between the receiving member 15 and the pressing member 9 are each coated with a sliding material.
A ring-shaped gap 35 is formed between the central portion 31 of the retaining member 17 and the inner peripheral portion 24 of the pressing member 9, and the central portion 31 of the retaining member together with the stud bolt 13. Can be displaced. The gap 35 is filled with an elastically deformable ring-shaped cushion material 37. The cushion material 37 is, for example, foamed polyethylene.
The cap 21 has a substantially cylindrical shape made of heat-resistant resin, and the end of the side wall 41 abuts against the back surface 5a of the front panel 5, and the stud bolt 13, the receiving member 15, the retaining member 17, The holding member 24 and the nut 19 are accommodated.
A retaining portion 39 embedded in the concrete 7 is provided outside the cap 21. Each of the heat-resistant resins constituting the cap 21 and the pressing member 9 is preferably a heat-resistant resin having a temperature of 90 ° C. or higher. In the present embodiment, polyethylene or polypropylene is used.
A screw part 45 is formed on the inner periphery of the side wall 41 of the cap 21, and is screwed with the screw part 29 of the pressing member 9 to be fixed to the back surface 5 a of the front panel 5.
A gap 48 is formed between the side wall 41 of the cap 21 and the receiver 15, and the receiver 15 and the cap 21 can be moved relative to each other by the gap 48.

次に、本実施の形態にかかるアンカー1を用いた壁パネル3の製造方法及び作用について説明する。壁パネル1の製造は、まず、表面パネル5の裏面5aに固定したスタッドボルト13に受け具15を通し、押さえ部材9の貫通孔11にスタッドボルト13を通して受け具15の裏面5aに押さえ部材9を載置し、押さえ部材9の内周にリング状のクッション材37を配置する。次に、クッション材37の内周に抜け止め部材17の中央部31を嵌めこむようにして、抜け止め部材17にスタッドボルト13を通して、ナット19をスタッドボルト13に締結する。そして、押さえ部材9の外周に形成されたネジ部29にキャップ21の側壁41内側に形成されたネジ部45を螺合して、押さえ部材9にキャップ21を装着するとともに、側壁41の先端を表面パネル5の裏面5aに当接させる。同様にして、表面パネル5の所定の位置に他のアンカー1を装着する。
キャップ21は、押さえ部材9に螺合により固定するので、容易に取り付けできるとともに押さえ部材9から脱落を防止できる。
各アンカー1は、略同じ構成であるが、配置されている場所によって押さえ部材9に形成されている貫通孔11の形状や寸法が異なっている。即ち、図4のC部に示すアンカー1(図2参照)では、貫通孔11は長穴であり、E部を除く表面パネルの長手方向におけるC部の列では、全て貫通孔11を長穴としている。また、図4のD部やA部では貫通孔が丸穴である。尚、表面パネルの左右上下における中心に位置するE部では固定用アンカーとなっているので、貫通孔に隙間がない(図3参照)。
このように、取り付け位置により長穴や丸穴としているのは、熱膨張による各部位における変位方向や予想される変位量に合わせたものである。尚、押さえ部材9の貫通孔11の形状以外は、全て同じ構成であるから、各アンカー1には押さえ部材9以外は同じ部品を用いることができる。
壁パネル3の製造時には、押さえ部材9の貫通孔11内にクッション材37を配置して抜け止め部39と押さえ部材9との隙間35を埋めているので、表面パネル5の裏面5aにアンカー1を装着した後、コンクリート7に埋め込む作業をするところまで搬送するときやコンクリートを型枠に流し込んだときの力を受けた場合でも、押さえ部材9の貫通孔11にはクッション材37で隙間を埋めているので、クッション材37の弾性力によりスタッドボルト13、受け具15及び抜け止め部材17を適正な位置に保持することができる。このように、スタッドボルト13(スタッドボルトに貫通している受け具15及び抜け止め部材17も含む)を適正位置に保持することにより、スタッドボルト13を貫通孔11の略中央に位置させることができ、相対移動可能な空間を確保できるので、表面パネルとコンクリートの熱膨張差により生じる面内方向の相対変位を確実に吸収することができる。
コンクリート打ちは、表面パネル5に取り付けたアンカー1を上に向けて表面パネル5を型枠内に載置し、コンクリートを型枠内に流しこむ。この場合、キャップ21は樹脂材でできているので、コンクリート7のアルカリ成分に対して腐食しないので、キャップ21と表面パネル5とが腐食により固着するのを防止できる。
また、キャップ21及び押さえ部材9を樹脂材としているので、これらを金属材とする場合に比較してアンカー1を軽量にでき、且つコンクリート7のアルカリ成分に対して腐食し難く、腐食による固着を防止できるので、熱膨張差により生じる面内方向の相対変位を確実に吸収する。
Next, the manufacturing method and effect | action of the wall panel 3 using the anchor 1 concerning this Embodiment are demonstrated. In manufacturing the wall panel 1, first, the receiving member 15 is passed through the stud bolt 13 fixed to the back surface 5 a of the front surface panel 5, and the holding member 9 is passed through the through hole 11 of the pressing member 9 and through the stud bolt 13 to the back surface 5 a of the receiving member 15. And a ring-shaped cushion material 37 is disposed on the inner periphery of the pressing member 9. Next, the nut 19 is fastened to the stud bolt 13 by passing the stud bolt 13 through the retaining member 17 so that the central portion 31 of the retaining member 17 is fitted into the inner periphery of the cushion material 37. Then, the screw portion 45 formed on the inner side of the side wall 41 of the cap 21 is screwed to the screw portion 29 formed on the outer periphery of the pressing member 9 so that the cap 21 is attached to the pressing member 9 and the tip of the side wall 41 is moved. It is made to contact | abut to the back surface 5a of the surface panel 5. FIG. Similarly, another anchor 1 is attached to a predetermined position of the surface panel 5.
Since the cap 21 is fixed to the pressing member 9 by screwing, the cap 21 can be easily attached and can be prevented from falling off the pressing member 9.
Each anchor 1 has substantially the same configuration, but the shape and size of the through hole 11 formed in the pressing member 9 are different depending on the place where the anchor 1 is disposed. That is, in the anchor 1 (see FIG. 2) shown in the C part of FIG. 4, the through holes 11 are long holes, and all the through holes 11 are long holes in the row of C parts in the longitudinal direction of the surface panel except the E part. It is said. In addition, the through holes are round holes in the D part and the A part of FIG. In addition, since the E part located in the center in the left-right and up-down direction of a surface panel becomes a fixing anchor, there is no clearance gap in a through hole (refer FIG. 3).
As described above, the long holes and the round holes depending on the attachment position are adapted to the displacement direction and the expected amount of displacement at each part due to thermal expansion. In addition, since all are the same structures except the shape of the through-hole 11 of the pressing member 9, the same components other than the pressing member 9 can be used for each anchor 1.
At the time of manufacturing the wall panel 3, the cushion material 37 is disposed in the through hole 11 of the pressing member 9 to fill the gap 35 between the retaining portion 39 and the pressing member 9, so that the anchor 1 is attached to the back surface 5 a of the front panel 5. Even if it is transported to the place where it is embedded in the concrete 7 after being mounted, or even when receiving the force when the concrete is poured into the formwork, the through-hole 11 of the pressing member 9 is filled with the cushion material 37. Therefore, the stud bolt 13, the receiver 15 and the retaining member 17 can be held at appropriate positions by the elastic force of the cushion material 37. Thus, by holding the stud bolt 13 (including the receiving member 15 and the retaining member 17 penetrating the stud bolt) in an appropriate position, the stud bolt 13 can be positioned at the approximate center of the through hole 11. In addition, since a space capable of relative movement can be secured, the relative displacement in the in-plane direction caused by the difference in thermal expansion between the surface panel and the concrete can be reliably absorbed.
In concrete casting, the surface panel 5 is placed in a mold with the anchor 1 attached to the surface panel 5 facing upward, and the concrete is poured into the mold. In this case, since the cap 21 is made of a resin material, the cap 21 does not corrode against the alkaline component of the concrete 7, so that the cap 21 and the front panel 5 can be prevented from being fixed due to corrosion.
In addition, since the cap 21 and the pressing member 9 are made of resin, the anchor 1 can be made lighter than those made of metal, and it is difficult to corrode against the alkali component of the concrete 7 and is fixed by corrosion. Therefore, the relative displacement in the in-plane direction caused by the difference in thermal expansion is surely absorbed.

次に、壁パネル3の熱膨張について説明する。表面パネル5とコンクリート7の熱膨張差により面内方向の相対変位が生じた場合には、図4のA、C、Dに示す可動アンカー1では、スタッドボルト13とともに受け具15及び抜け止め部材17が変位し、隙間35に埋めたクッション材37が変形し又は潰れて隙間35内を相対移動する。同時に、受け具15とキャップ21の側壁41との間の隙間48により、表面パネルとコンクリートの熱膨張差により生じる面内方向の相対変位を吸収する。尚、図4のEに示すアンカー1は、固定アンカーでありコンクリート7と表面パネル5相対変位は生じない。
表面パネル5とコンクリート7の熱膨張差により面内方向の相対変位が生じた場合には、押さえ部材9とキャップ12に対して、スタッドボルト13、受け具15及び抜け止め部材17が相対変位するが、押さえ部材9が樹脂材であるから、押さえ部材9が接触している抜け止め部材17と受け具15との間が金属腐食(コンクリートのアルカリ成分による腐食及び電食)して固着することがなく、同様に、表面パネル5とキャップ12との間が金属腐食して固着することがないので、表面パネル5とコンクリート7間の相対変位を確実に吸収できる。
また、キャップ21及び押さえ部材9は耐熱樹脂であるから、表面パネルの熱を受けた場合でも熱により損傷して例えば溶融固着して、相対変位を吸収する機能が阻害されるのを防止できる。
受け具15は表面パネルの裏面に配置して表面パネルを受けることにより、例えばコンクリートの乾燥時や熱膨張や収縮により表面パネルに応力集中が発生した場合に受け具15がないとその部分で表面パネルが変形することがあるが、本実施の形態では受け具15が表面パネルの裏面を受けているので、応力集中が発生した場合に表面パネル5の変形を防止でき、表面パネルの外観が良い。
更に、キャップ21及び押さえ部材は樹脂材であるから、金属材の場合に比較して軽量であり、壁パネル全体の重量を低減できる。特に、本実施の形態では、多数のアンカー1を装着するので、壁パネル全体に与える重量の影響が大きくなるため、キャップ21及び押さえ部材を樹脂材とすることにより、大幅に重量を軽減できる。
本実施の形態によれば、上述のようにコンクリートのアルカリ成分による腐食や電食による固着や、表面パネルの熱による損傷を防止するとともにスタッドボルトを適正な位置に保持しているので、コンクリートパネルに対する表面パネルの熱伸びや収縮を確実に吸収できる。
Next, the thermal expansion of the wall panel 3 will be described. When relative displacement in the in-plane direction occurs due to the difference in thermal expansion between the front panel 5 and the concrete 7, the movable anchor 1 shown in FIGS. 17 is displaced, and the cushion material 37 buried in the gap 35 is deformed or crushed and relatively moves in the gap 35. At the same time, the gap 48 between the receiving member 15 and the side wall 41 of the cap 21 absorbs the relative displacement in the in-plane direction caused by the difference in thermal expansion between the surface panel and the concrete. In addition, the anchor 1 shown to E of FIG. 4 is a fixed anchor, and concrete 7 and the surface panel 5 relative displacement do not arise.
When a relative displacement in the in-plane direction occurs due to a difference in thermal expansion between the front panel 5 and the concrete 7, the stud bolt 13, the receiver 15, and the retaining member 17 are relatively displaced with respect to the pressing member 9 and the cap 12. However, since the pressing member 9 is a resin material, the retaining member 17 and the receiving member 15 in contact with the pressing member 9 are fixed by metal corrosion (corrosion and electric corrosion due to alkali components of concrete). Similarly, since the surface panel 5 and the cap 12 do not corrode and adhere to each other, the relative displacement between the surface panel 5 and the concrete 7 can be reliably absorbed.
Further, since the cap 21 and the pressing member 9 are made of heat-resistant resin, even when the heat of the front panel is received, it is possible to prevent the function of absorbing relative displacement from being damaged due to heat damage, for example, melting and fixing.
The receiver 15 is arranged on the back surface of the front panel and receives the front panel. For example, when the stress is generated on the front panel when the concrete is dried or due to thermal expansion or contraction, the surface of the receiver 15 does not exist. Although the panel may be deformed, in the present embodiment, since the receiving member 15 receives the back surface of the front panel, the deformation of the front panel 5 can be prevented when stress concentration occurs, and the appearance of the front panel is good. .
Furthermore, since the cap 21 and the pressing member are resin materials, the cap 21 and the pressing member are lighter than the metal material, and the weight of the entire wall panel can be reduced. In particular, in the present embodiment, since a large number of anchors 1 are attached, the influence of the weight on the entire wall panel is increased, so that the weight can be greatly reduced by using the cap 21 and the pressing member as a resin material.
According to the present embodiment, as described above, the corrosion due to the alkali component of the concrete, the adhesion due to the electric corrosion, and the damage of the surface panel due to the heat are prevented and the stud bolt is held in an appropriate position. The thermal expansion and contraction of the surface panel with respect to can be reliably absorbed.

次に、図5を参照して本発明の第2実施の形態について説明する。尚、以下に説明する実施の形態では、上述した実施の形態と同一の作用効果を奏する部分には同一の符号を付することにより、その部分の詳細な説明を省略する。この第2実施の形態では、キャップ21の側壁27の一部を別体としたものであり、側壁27を本体27aとこれと材質の異なる耐熱樹脂製の当接部材27bとで構成しており、且つ当接部材27bは弾性材を有し、この当接部材27bで受け具15との間の隙間43(第1実施の形態参照)を埋めたものである。本実施の形態では、当接部材27bには耐熱樹脂製の弾性材としてクロロプレンゴム材を用いている。この第2実施の形態では、受け具15に対してキャップ21が相対移動した場合に当接部材27bが弾性変形し又は潰れてキャップ21と受け具15の間の相対変位を吸収するものである。   Next, a second embodiment of the present invention will be described with reference to FIG. In the embodiment described below, the same reference numerals are given to the portions having the same functions and effects as those of the above-described embodiments, and detailed description thereof is omitted. In the second embodiment, a part of the side wall 27 of the cap 21 is a separate body, and the side wall 27 is composed of a main body 27a and a contact member 27b made of a heat-resistant resin made of a different material. In addition, the contact member 27b has an elastic material, and the contact member 27b fills the gap 43 (see the first embodiment) between the support member 15 and the contact member 15b. In the present embodiment, a chloroprene rubber material is used for the contact member 27b as an elastic material made of heat-resistant resin. In the second embodiment, when the cap 21 moves relative to the receiver 15, the contact member 27b is elastically deformed or crushed to absorb the relative displacement between the cap 21 and the receiver 15. .

この第2実施の形態によれば、第1実施の形態と同様の作用効果を得ることができるとともに、表面パネル5とキャップ21の側壁41との当接部に弾性変形可能な当接部材27bを用いているので、キャップ21とパネル5との間における水密性を更に高めることができ、キャップ21の内側空間にコンクリートのアルカリ成分の侵入を確実に防止できる。
尚、第2実施形態においても、押さえ部材9の貫通孔11は、スタッドボルトの径よりも大きな丸穴(バカ穴)や長穴となっている。
According to the second embodiment, the same effect as that of the first embodiment can be obtained, and the contact member 27b that can be elastically deformed at the contact portion between the front panel 5 and the side wall 41 of the cap 21. Therefore, the watertightness between the cap 21 and the panel 5 can be further increased, and the intrusion of the alkaline component of the concrete into the inner space of the cap 21 can be reliably prevented.
In the second embodiment as well, the through hole 11 of the pressing member 9 is a round hole or a long hole larger than the diameter of the stud bolt.

本発明は、上述した実施の形態に限らず、本発明の要旨を逸脱しない範囲で種々変形可能である。
クッション材19は、弾性を有する部材であればよく、発泡ポリエチレンに限らず他の樹脂材であってもよい。
表面パネル5の材質は、アルミニウム合金に限らず、ステンレス等の他の金属材料であってもよい。
押さえ部材9及びキャップ21の材質は、特に限定されず他の耐熱樹脂材であっても良い。
押さえ部材9に形成した貫通孔11は、固定アンカー1と同列で表面パネルの長手方向にある列のアンカー1では長穴としたが、全てのアンカー1について丸穴としてもよい。
抜け止め部材17は、平面視略円形形状に限らず、六角形等のいずれの形状であってもよい。
抜け止め部材17と押さえ部材9との当接面30、及び受け具15と押さえ部材9との当接面32に、それぞれ滑り材をコーティングしたが、受け具15と抜け止め部材17とに挟まれている押さえ部材9を樹脂材とすることにより、押さえ部材9を金属とした場合に比較して受け具15と抜け止め部材17とに対して滑り易くでき、コンクリートに対する表面パネル5の相対変異を吸収しやすいので、滑り材をコーティングしなくてもよい。
第1実施の形態において、キャップ21の側壁27と受け具15との間にクッション材やゴム材を配置するものであってもよい。
第2実施の形態において、当接部材27bは受け具15との間に隙間を形成するものであってもよい。
The present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the scope of the present invention.
The cushion material 19 may be a member having elasticity, and is not limited to foamed polyethylene, but may be another resin material.
The material of the front panel 5 is not limited to an aluminum alloy, and may be another metal material such as stainless steel.
The material of the pressing member 9 and the cap 21 is not particularly limited, and other heat resistant resin materials may be used.
The through-holes 11 formed in the holding member 9 are elongated holes in the anchors 1 in the same row as the fixed anchor 1 and in the longitudinal direction of the surface panel. However, all the anchors 1 may be round holes.
The retaining member 17 is not limited to a substantially circular shape in plan view, and may be any shape such as a hexagon.
The contact surface 30 between the retaining member 17 and the pressing member 9 and the contact surface 32 between the receiving member 15 and the pressing member 9 are each coated with a sliding material, but sandwiched between the receiving member 15 and the retaining member 17. By using the holding member 9 made of resin as a resin material, it is possible to make the holding member 15 and the retaining member 17 slip easily compared to the case where the holding member 9 is made of metal, and the relative variation of the surface panel 5 with respect to concrete. It is not necessary to coat the sliding material.
In the first embodiment, a cushion material or a rubber material may be disposed between the side wall 27 of the cap 21 and the receiving member 15.
In the second embodiment, the contact member 27b may form a gap between the receiving member 15 and the contact member 27b.

図4に示すA部及びD部の図であり、(a)は縦断面図、(b)は図1(a)のB−B断面図である。It is a figure of the A section and D section shown in Drawing 4, (a) is a longitudinal section and (b) is a BB sectional view of Drawing 1 (a). 図4に示すC部の図であり、図1の(a)に示すB−Bと同じ位置で切断した断面図である。It is the figure of the C section shown in Drawing 4, and is a sectional view cut in the same position as BB shown in (a) of Drawing 1. 図4に示すE部の図であり、図1の(a)に示すB−Bと同じ位置で切断した断面図である。It is the figure of E section shown in FIG. 4, and is sectional drawing cut | disconnected in the same position as BB shown to (a) of FIG. 本発明の実施の形態にかかるアンカーを用いた壁パネルの正面図である。It is a front view of the wall panel using the anchor concerning an embodiment of the invention. 第2実施の形態にかかるアンカーを表面パネルに取り付け他部分の縦断面図である。It is the longitudinal cross-sectional view of the other part which attached the anchor concerning 2nd Embodiment to a surface panel.

符号の説明Explanation of symbols

1 アンカー
5 表面パネル
5a 裏面(表面パネルの裏面)
7 コンクリート
9 押さえ部材
11 貫通孔
13 スタッドボルト
15 受け具
17 抜け止め部材
19 ナット
21 キャップ
27 外周面
29 ネジ部(押さえ部材のネジ部)
31 中央部
35 隙間
37 クッション材
39 抜け止め部
41 側壁(キャップの側壁)
45 ネジ部
48 隙間(受け具とキャップ側壁との隙間)
1 Anchor 5 Front panel 5a Back side (Back side of front panel)
7 Concrete 9 Holding member 11 Through hole 13 Stud bolt 15 Receiving member 17 Retaining member 19 Nut 21 Cap 27 Outer peripheral surface 29 Screw portion (screw portion of pressing member)
31 Center part 35 Crevice 37 Cushion material 39 Retaining part 41 Side wall (cap side wall)
45 Screw part 48 Crevice (gap between the receiver and the cap side wall)

Claims (2)

表面パネルの裏面に固定したスタッドボルトが略中央部を貫通し表面パネルの裏面に配置して表面パネルの裏面を受ける平面視略円形の受け具と、受け具の裏面に当接する平面視略円形の押さえ部材と、抜け止め部材と、ナットと、コンクリートに埋め込まれる略円筒形のキャップとを備え、押さえ部材は略中央にスタッドボルトが貫通する貫通孔を有し且つ外周面にネジ部を有し、抜け止め部材は押さえ部材の貫通孔内で受け具の裏面に当接する中央部と、押さえ部材の裏面に当接する外周部とを有し且つ中央部をスタッドボルトが貫通しており、ナットは抜け止め部材の裏面でスタッドボルトに締結しており、キャップは耐熱樹脂製であり押さえ部材のネジ部に螺合するネジ部を側壁内周面に有するとともにコンクリートに対する抜け止め部を外面に有しており且つ側壁が表面パネルの裏面に当接し内側空間にスタッドボルト、受け具、押さえ部材、抜け止め部材、及びナットを収納していることを特徴とするアンカー。   A stud bolt fixed on the back surface of the front panel passes through the substantially central portion and is arranged on the back surface of the front panel to receive the back surface of the front panel in a substantially circular shape in plan view, and a substantially circular shape in plan view in contact with the back surface of the receiver A retaining member, a retaining member, a nut, and a substantially cylindrical cap embedded in concrete. The retaining member has a through hole through which a stud bolt penetrates at a substantially center and has a threaded portion on an outer peripheral surface. The retaining member has a central portion that contacts the back surface of the receiving member in the through hole of the pressing member and an outer peripheral portion that contacts the back surface of the pressing member, and a stud bolt passes through the central portion. Is fastened to the stud bolt on the back side of the retaining member, and the cap is made of heat-resistant resin and has a threaded portion that engages with the threaded portion of the retaining member on the inner peripheral surface of the side wall and prevents the concrete from coming off. Part contact stud bolt inside space on the rear surface of and sidewalls front panel has an outer surface and receptacle, the pressing member, retaining member, and the anchor, characterized in that housing the nut. 押さえ部材は耐熱樹脂製であり、押さえ部材の貫通孔内に、抜け止め部材と押さえ部材との間の隙間を埋めるクッション材を備え、抜け止め部材と受け具は押さえ部材を挟着するとともにキャップの側壁と受け具の間に隙間が設けてあることを特徴とする請求項1に記載のアンカー。

The holding member is made of heat-resistant resin, and is provided with a cushioning material that fills the gap between the retaining member and the retaining member in the through hole of the retaining member, and the retaining member and the holder sandwich the retaining member and cap The anchor according to claim 1, wherein a gap is provided between the side wall and the receiving member.

JP2003424305A 2002-12-24 2003-12-22 anchor Expired - Fee Related JP3994396B2 (en)

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Publication number Priority date Publication date Assignee Title
ES2394676B1 (en) * 2010-10-14 2013-12-11 Structural Research S.L. ANCHORING PREFABRICATED PANELS AND ASSEMBLY PROCEDURE
JP6951141B2 (en) * 2017-07-20 2021-10-20 株式会社竹中工務店 Molded plate with finishing material

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