JP6085112B2 - Anchor bracket for ALC panel and ALC panel - Google Patents

Anchor bracket for ALC panel and ALC panel Download PDF

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JP6085112B2
JP6085112B2 JP2012167086A JP2012167086A JP6085112B2 JP 6085112 B2 JP6085112 B2 JP 6085112B2 JP 2012167086 A JP2012167086 A JP 2012167086A JP 2012167086 A JP2012167086 A JP 2012167086A JP 6085112 B2 JP6085112 B2 JP 6085112B2
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anchor
reinforcing
cylindrical
boundary
metal fitting
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JP2014025290A (en
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毛利 隆
隆 毛利
昌幸 飯藤
昌幸 飯藤
勤 堀田
勤 堀田
幸泰 加茂
幸泰 加茂
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クリオン株式会社
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Description

本発明は、ALC(軽量気泡コンクリート)パネルと該ALCパネルを構造躯体に取り付けるために該ALCパネルに埋設されるアンカー金具に関するものである。   The present invention relates to an ALC (lightweight aerated concrete) panel and an anchor fitting embedded in the ALC panel to attach the ALC panel to a structural frame.

ALCパネルには、該ALCパネルを構造躯体に取り付けるためのアンカー金具が、補強鉄筋に溶接固定され該補強鉄筋とともに埋設されている。このようなアンカー金具の一例として、一本の補強鉄筋(副筋)に嵌め込まれて溶接固定されるものが特許文献1〜5に記載されている。   In the ALC panel, an anchor metal fitting for attaching the ALC panel to the structural frame is welded and fixed to the reinforcing bar and embedded together with the reinforcing bar. As an example of such anchor metal fittings, Patent Documents 1 to 5 describe what are fitted into a single reinforcing steel bar (secondary bar) and fixed by welding.

図15に示すように、このようなアンカー金具90は、雌ネジ部91、筒状部92及び係止部95とを有し、雌ネジ部91はM12ナットからなり、筒状部92は凹部が形成された一対の鋼板からなっている。そして、アンカー金具90は、筒状部92の両側に一対の鋼板を互いに相対させて接合するための合わせ部93が形成され、合わせ部93の下端に係止部95が折曲形成されており、正面視の形状が略長方形状であり、係止部95の両端間の長さが35.6mmである。そして、補強鉄筋5に係止部95が嵌め込まれて溶接されることにより、アンカー金具90は補強鉄筋5に固定されている。   As shown in FIG. 15, such an anchor fitting 90 has a female screw portion 91, a cylindrical portion 92, and a locking portion 95. The female screw portion 91 is composed of an M12 nut, and the cylindrical portion 92 is a concave portion. It consists of a pair of steel plates formed. The anchor fitting 90 has a matching portion 93 formed on both sides of the cylindrical portion 92 for joining a pair of steel plates to each other, and a locking portion 95 is bent at the lower end of the matching portion 93. The shape of the front view is a substantially rectangular shape, and the length between both ends of the locking portion 95 is 35.6 mm. The anchor fitting 90 is fixed to the reinforcing reinforcing bar 5 by fitting the engaging portion 95 to the reinforcing reinforcing bar 5 and welding it.

特開平10−227098号公報Japanese Patent Laid-Open No. 10-227098 特開平11−192588号公報JP 11-192588 A 特開2005−299386号公報JP 2005-299386 A 特開2007−77594号公報JP 2007-77594 A 特開平10−72872号公報Japanese Patent Laid-Open No. 10-72872

しかし、アンカー金具90は、引抜き強度が低いことから、高い引抜き強度が求められるところに設置されるALCパネルには、使用することができなかった。   However, since the anchor fitting 90 has a low pullout strength, it cannot be used for an ALC panel installed where a high pullout strength is required.

そこで、本発明は、十分な引抜き強度が得られるとともに、低コストなアンカー金具及び十分な引抜き強度を有するALCパネルを提供することを目的とする。   Accordingly, an object of the present invention is to provide an ALC panel having sufficient pullout strength, low cost anchor fittings, and sufficient pullout strength.

本発明の発明者は、図15に示すように、従来例のアンカー金具90は、係止部95の両端間の長さが35.6mmと短く、且つ正面視の形状が略長方形状で引抜き方向に段差のない形状であることから、根が横に伸びていない草のように引抜きに対する抵抗が小さく、深い埋設位置に達しているにもかかわらず十分な引抜き強度が得られないと考えた。   As shown in FIG. 15, the inventor of the present invention has a conventional anchor metal fitting 90 with a length between both ends of the engaging portion 95 as short as 35.6 mm, and a shape in a front view is substantially rectangular. Because the shape has no step in the direction, the resistance to drawing is small like grass with roots not extending sideways, and even though it reached a deep buried position, it was thought that sufficient drawing strength could not be obtained .

そこで、本発明は、補強鉄筋への係止部分を翼状に延長して補強鉄筋によるアンカー固定力を増加させると共に、翼状に拡大した部分で母材(ALC母材)との間に大きな摩擦抵抗を得て引抜き強度を向上させた。また、浅い埋設位置での母材との接触面積の増大は引抜き強度に影響を及ぼさないので、その部分を従来例よりも小型化して重量の軽減とコストの低減に寄与させた。   Therefore, the present invention extends the locking portion to the reinforcing reinforcing bar in a wing shape to increase the anchor fixing force by the reinforcing reinforcing bar, and has a large frictional resistance between the base material (ALC base material) in the portion expanded in the wing shape. To improve the pull-out strength. In addition, since the increase in the contact area with the base material at the shallow embedding position does not affect the pulling strength, the portion is made smaller than the conventional example, thereby contributing to weight reduction and cost reduction.

本発明の第1のALCパネル用アンカー金具は、ALCパネル内の補強鉄筋に固定されてALCパネル内に埋設されるアンカー金具において、前記アンカー金具は、固定される補強鉄筋に沿う幅方向に延びて該補強鉄筋に固定される係止部と、前記補強鉄筋に直交する高さ方向に延びる筒状部と、前記係止部から高さ方向に延びるとともに前記筒状部から両幅方向に延びる一対の翼片部と、前記筒状部の先端部に取付け又は形成された雌ネジ部とからなり、前記係止部は、前記アンカー金具の幅方向の両端間の長さが50mm以上であり、前記各翼片部は、前記係止部から相対的に近い側にあり前記筒状部との境界からの幅が相対的に広い幅広部と、前記係止部から相対的に遠い側にあり前記筒状部との境界からの幅が相対的に狭い幅狭部とからなり、前記補強鉄筋の中心から前記幅広部と幅狭部との段状の不連続境界までの高さが、該補強鉄筋の中心から前記アンカー金具の先端までの高さの1/5〜2/3であり、前記幅広部は、前記筒状部との境界からの幅が最も広い部位で18〜25mmであるとともに、前記係止部との境界から、前記補強鉄筋の中心から20mmの途中高さまでの正面投影面積が300mm以上であり、前記幅狭部は、前記筒部との境界からの幅が平均値で8mm以下であることを特徴とするものである。 An anchor metal fitting for an ALC panel according to a first aspect of the present invention is an anchor metal fitting fixed to a reinforcing reinforcing bar in an ALC panel and embedded in the ALC panel. The anchor metal fitting extends in a width direction along the reinforcing reinforcing bar to be fixed. A locking portion fixed to the reinforcing reinforcing bar, a cylindrical portion extending in a height direction perpendicular to the reinforcing reinforcing bar, and extending in the height direction from the locking portion and extending in both width directions from the cylindrical portion. It consists of a pair of blade pieces and a female screw part attached or formed at the tip of the tubular part, and the locking part has a length between both ends in the width direction of the anchor metal fitting of 50 mm or more. The wing piece portions are on the side relatively close to the locking portion, the wide portion having a relatively wide width from the boundary with the cylindrical portion, and the side relatively far from the locking portion. There is a narrow portion having a relatively narrow width from the boundary with the cylindrical portion, and Rannahli, height from the center of the reinforcing rebar to stepped discontinuity boundary between the wide portion and the narrow portion, 1/5 of the height from the center of the reinforcing rebar to the tip of the anchor 2/3, and the wide part is 18 to 25 mm at the widest part from the boundary with the cylindrical part, and 20 mm from the center of the reinforcing bar from the boundary with the locking part. The front projection area up to the midway height is 300 mm 2 or more, and the narrow portion has a mean width of 8 mm or less from the boundary with the cylindrical portion.

本発明の第2のALCパネル用アンカー金具は、ALCパネル内の補強鉄筋に固定されてALCパネル内に埋設されるアンカー金具において、半割筒状の筒状部形成部と、前記筒状部形成部の幅方向の一方側から連続して幅方向に延びる翼片部と、前記翼片部の基端から連続する係止部形成部と、前記筒状部形成部の幅方向の他方側から連続して幅方向に延びる合わせ部とからなる同一形状の鋼板2枚が、両者の前記筒状部形成部が凹部同士を対峙して筒状部を形成するように向かい合わせられ、両者の前記翼片部、係止部形成部及び合わせ部が相対的に前記筒状部の幅方向の反対側に配置され、両者の前記係止部形成部が係止部を構成し、互いに合わせられた両者の前記翼片部と合わせ部との間が溶接されるとともに、前記筒状部の先端に雌ネジ部が溶接固定されて、前記アンカー金具が形成されており、前記係止部は、前記アンカー金具の幅方向の両端間の長さが50mm以上であり、前記各翼片部は、前記係止部から相対的に近い側にあり前記筒状部との境界からの幅が相対的に広い幅広部と、前記係止部から相対的に遠い側にあり前記筒状部との境界からの幅が相対的に狭い幅狭部とからなり、前記アンカー金具が固定される補強鉄筋の中心から前記幅広部と幅狭部との段状の不連続境界までの高さが、該補強鉄筋の中心から前記アンカー金具の先端までの高さの1/5〜2/3であり、前記幅広部は、前記筒状部との境界からの幅が最も広い部位で18〜25mmであるとともに、前記係止部との境界から、前記補強鉄筋の中心から20mmの途中高さまでの正面投影面積が300mm 以上であり、前記幅狭部は、前記筒状部との境界からの幅が平均値で8mm以下であり、前記合わせ部は、前記筒状部との境界からの幅が前記幅狭部の幅を超えないことを特徴とするものである。 The second anchor metal fitting for ALC panel of the present invention is an anchor metal fitting fixed to a reinforcing bar in the ALC panel and embedded in the ALC panel. A blade piece continuously extending from one side in the width direction of the forming portion in the width direction, a locking portion forming portion continuous from the base end of the blade piece, and the other side in the width direction of the cylindrical portion forming portion Two steel plates having the same shape, which are continuously formed from each other and extending in the width direction, face each other so that the cylindrical portion forming portions face each other and form a cylindrical portion. The wing piece portion, the locking portion forming portion, and the mating portion are relatively disposed on the opposite side in the width direction of the cylindrical portion, and both the locking portion forming portions constitute a locking portion and are aligned with each other. The gap between the wing piece and the mating portion is welded to the tip of the cylindrical portion. The threaded portion is fixed by welding to form the anchor fitting, the locking portion has a length between both ends in the width direction of the anchor fitting of 50 mm or more, and each blade piece portion is the engagement member. A wide portion having a relatively wide width from the boundary with the cylindrical portion on the side relatively close to the stopper, and a boundary from the boundary with the cylindrical portion on the side relatively far from the locking portion. The height from the center of the reinforcing bar to which the anchor metal fitting is fixed to the step-like discontinuous boundary between the wide part and the narrow part is a narrow part having a relatively narrow width . 1/5 to 2/3 of the height from the center to the tip of the anchor fitting, and the wide portion is 18 to 25 mm at the widest portion from the boundary with the cylindrical portion, and Front projection surface from the boundary with the locking part to the middle height of 20 mm from the center of the reinforcing bar Is a but 300 mm 2 or more, the narrow portion, the width of the boundary between the cylindrical portion is less than or equal to 8mm in average, the mating portion has a width from a boundary between the cylindrical portion is the width It does not exceed the width of the narrow part.

本発明の第3のALCパネル用アンカー金具は、ALCパネル内の補強鉄筋に固定されてALCパネル内に埋設されるアンカー金具において、半割筒状の筒状部形成部と、前記筒状部形成部の幅方向の一方側から連続して幅方向に延びる翼片部と、前記翼片部の基端から連続する半割筒状の係止部形成部と、前記筒状部形成部の幅方向の他方側から連続して幅方向に延びる合わせ部とからなる同一形状の鋼板2枚が、両者の前記筒状部形成部が凹部同士を対峙して筒状部を形成するように向かい合わせられ、両者の前記翼片部、係止部形成部及び合わせ部が相対的に前記筒状部の幅方向の反対側に配置され、両者の前記係止部形成部が係止部を構成し、互いに合わせられた両者の前記翼片部と合わせ部との間が溶接されるとともに、筒状部の先端に雌ネジ部が溶接固定されて、前記アンカー金具が形成されており、前記両者の半割筒状の係止部形成部は、凹部同士が前記アンカー金具の幅方向にずれて対峙して、前記補強鉄筋を反対側から抱持するようになっているとともに、各凹部内に突出する抵抗溶接用の複数のプロジェクションが形成され、前記プロジェクションの突出高さが前記係止部の端に向かうほど高いことを特徴とするものである。   A third anchor member for an ALC panel according to the present invention is an anchor member fixed to a reinforcing bar in an ALC panel and embedded in the ALC panel. A wing piece continuously extending from one side in the width direction of the forming portion, extending in the width direction, a half-cylindrical locking portion forming portion continuous from the base end of the wing piece portion, and the cylindrical portion forming portion Two steel plates having the same shape composed of mating portions extending in the width direction continuously from the other side in the width direction face each other so that the cylindrical portion forming portions face each other and form the cylindrical portions. The both wing piece portions, the locking portion forming portion, and the matching portion are relatively arranged on the opposite side in the width direction of the cylindrical portion, and the both locking portion forming portions constitute the locking portion. And the welded portion between the wing piece and the mating portion that are aligned with each other are welded, A female screw part is welded and fixed to the end to form the anchor metal part, and the two half-split cylindrical locking part forming parts face each other with the concave parts being shifted in the width direction of the anchor metal part. The reinforcement reinforcing bars are held from the opposite side, and a plurality of resistance welding projections projecting into the respective recesses are formed, and the projecting height of the projections is directed toward the end of the locking portion. It is characterized by being so high.

本発明のALCパネルは、補強鉄筋かごの圧縮側配筋の副筋に上記のALCパネル用アンカー金具が固定され、前記補強鉄筋かごと該補強鉄筋かごに固定された前記ALCパネル用アンカー金具とが内部に埋設されているものである。   The ALC panel of the present invention includes the ALC panel anchor fitting fixed to the reinforcing reinforcing bar cage and the reinforcing reinforcing bar cage, wherein the ALC panel anchor fitting is fixed to a secondary reinforcing bar of the reinforcing reinforcing bar cage. Is embedded inside.

本発明のALCパネル用アンカー金具及びALCパネルの各要素の態様を例示する。   The aspect of each element of the anchor metal fitting for ALC panels of this invention and an ALC panel is illustrated.

<アンカー金具>
アンカー金具の態様は、特に限定されないが、コストが低減できることから、少なくとも雌ネジ部を除く部位が鋼板から構成されている態様が好ましく、より好ましくは、少なくとも雌ネジ部を除く部位が互いに同一形状の2枚の鋼板から構成されている態様である。
また、アンカー金具を固定する補強鉄筋の中心(以後、補強鉄筋の中心とうい場合がある)からアンカー金具の先端までの高さ(金具高さ)は、特に限定されないが、厚さが100〜150mmのALCパネルに使用できることから、50〜110mmであることが好ましい。
また、アンカー金具を固定する補強鉄筋は、特に限定されないが、ALCパネルの長さ方向に延びる主筋でもよいし、ALCパネルの幅方向に延びる副筋でもよい。
<Anchor bracket>
Although the aspect of the anchor metal fitting is not particularly limited, since the cost can be reduced, an aspect in which at least a part excluding the female screw part is made of a steel plate is preferable, and more preferably, at least the part excluding the female screw part has the same shape as each other. It is the aspect comprised from these two steel plates.
Further, the height from the center of the reinforcing bar for fixing the anchor fitting (hereinafter sometimes referred to as the center of the reinforcing reinforcing bar) to the tip of the anchor fitting (the height of the fitting) is not particularly limited. Since it can be used for a 150 mm ALC panel, the thickness is preferably 50 to 110 mm.
Further, the reinforcing reinforcing bars for fixing the anchor metal fittings are not particularly limited, but may be a main reinforcing bar extending in the length direction of the ALC panel or a secondary reinforcing bar extending in the width direction of the ALC panel.

<鋼板>
鋼板の厚さは、特に限定されないが、0.6〜2.3mmが好ましい。なぜなら、0.6mm未満では強度を確保することが難しく、また溶接によって接合することが難しくなる。一方、2.3mmを超えると、曲げ加工がしにくくなるからである。より好ましくは、1〜2mmである。
<Steel plate>
Although the thickness of a steel plate is not specifically limited, 0.6-2.3 mm is preferable. This is because if it is less than 0.6 mm, it is difficult to ensure the strength and it is difficult to join by welding. On the other hand, if the thickness exceeds 2.3 mm, the bending process becomes difficult. More preferably, it is 1-2 mm.

<係止部>
係止部のアンカー金具の幅方向の両端間の長さを50mm以上にすることで、係止部に抱持されることで補強される補強鉄筋の範囲が大きくなり、十分な引抜き強度を得ることができる。
係止部の態様は、特に限定されないが、一対の翼片部の基端から連続する一対の半割筒状の係止部形成部から構成され、一対の半割筒状の係止部形成部は、凹部同士がアンカー金具の幅方向にずれて対峙して、補強鉄筋を反対側から抱持するようになっている態様が好ましい。なぜなら、補強鉄筋を係止する操作が、アンカー金具を水平方向に回転させることで補強鉄筋を抱持できて、容易に補強鉄筋を係止できるからである。
また、凹部内には、突出する抵抗溶接用のプロジェクションが形成されていることが好ましい。なぜなら、抱持した補強鉄筋にプロジェクションが接触することになって係止部と補強鉄筋との接触面積が小さくなり、溶接時に供給電力が集中して、溶接強度が高くなり、引抜き強度が向上するからである。
<Locking part>
By setting the length between both ends in the width direction of the anchor metal part of the locking part to be 50 mm or more, the range of the reinforcing reinforcing bars reinforced by being held by the locking part is increased, and sufficient pulling strength is obtained. be able to.
Although the aspect of a latching part is not specifically limited, it is comprised from a pair of half cylinder-shaped latching part formation part which continues from the base end of a pair of blade piece part, and a pair of half cylinder-shaped latching part formation It is preferable that the part is configured such that the concave parts are opposed to each other in the width direction of the anchor metal fitting so as to hold the reinforcing reinforcing bar from the opposite side. This is because the operation of locking the reinforcing reinforcing bars can hold the reinforcing reinforcing bars by rotating the anchor fitting in the horizontal direction, and can easily lock the reinforcing reinforcing bars.
Further, it is preferable that a protruding projection for resistance welding is formed in the recess. This is because the projection comes into contact with the reinforced reinforcing bar held, the contact area between the locking portion and the reinforcing reinforcing bar is reduced, power supply is concentrated during welding, the welding strength is increased, and the pulling strength is improved. Because.

<プロジェクション>
プロジェクションの数は、特に限定されないが、一つであってもよいし、複数であってもよい。プロジェクションが複数の場合には、各プロジェクションの突出高さは、係止部の端に向かうほど高いことが好ましい。なぜなら、補強鉄筋に対して各プロジェクションが略等しく接触するようになって、溶接強度が高くなり、引抜き強度が向上するからである。
<Projection>
The number of projections is not particularly limited, but may be one or plural. When there are a plurality of projections, the projection height of each projection is preferably higher toward the end of the locking portion. This is because each projection comes into almost equal contact with the reinforcing reinforcing bar, the welding strength is increased, and the pulling strength is improved.

<筒状部>
筒状部の外直径は、特に限定されないが、10〜18mmを例示できる。
<Cylindrical part>
Although the outer diameter of a cylindrical part is not specifically limited, 10-18 mm can be illustrated.

<翼片部>
翼片部は、係止部から相対的に近い側にあり筒状部との境界(筒状部の外側から見たときの筒状部と翼片部との境界)からの幅が相対的に広い幅広部と、係止部から相対的に遠い側にあり筒状部との境界からの幅が相対的に狭い幅狭部とからなることで、埋設位置の深い部位が大きくなって母材との接触面積が大きくなり十分な引抜き強度が得られるとともに、埋設位置の浅い部位が小さくなって重量の軽減とコストの低減が図れる。
翼片部の態様は、特に限定されないが、係止部の強度が向上することから、係止部の先端部の全体から高さ方向に延設されていることが好ましい。
また、幅広部と幅狭部との境界の態様は、境界によって幅広部から幅狭部へと幅が急変するような段状の不連続境界を例示できる。
翼片部の大きさは、特に限定されないが、係止部との境界(係止部の補強鉄筋側とは反対側から見たときの係止部と翼片部との境界)から、補強鉄筋の中心からアンカー金具の先端までの高さの2/3の途中高さまでの正面投影面積が400〜800mmになる大きさを例示できる。
<Wing piece>
The wing piece part is on the side relatively close to the locking part, and the width from the boundary with the tubular part (boundary between the tubular part and the wing piece part when viewed from the outside of the tubular part) is relative. And a narrow part with a relatively narrow width from the boundary with the cylindrical part on the side far from the locking part, the deep part of the embedded position becomes large and the mother The contact area with the material is increased and sufficient pulling strength is obtained, and the shallow portion of the burying position is reduced to reduce weight and cost.
Although the aspect of a blade piece part is not specifically limited, Since the intensity | strength of a latching | locking part improves, it is preferable to extend in the height direction from the whole front-end | tip part of a latching | locking part.
Also, aspects of the boundary between the wide portion and the narrow portion may illustrate a stepped discontinuous boundaries as wide as the wide portion to the narrow portion is suddenly changed by boundary.
The size of the wing piece is not particularly limited, but it is reinforced from the boundary with the locking part (the boundary between the locking part and the wing piece when viewed from the side opposite to the reinforcing reinforcing bar side of the locking part). A size in which the front projection area from the center of the reinforcing bar to the middle height of 2/3 of the height from the tip of the anchor metal fitting is 400 to 800 mm 2 can be exemplified.

<幅広部>
補強鉄筋の中心から幅広部と幅狭部との境界までの高さ(幅広部高さ)は、特に限定されないが、この高さが低いと係止部の強度が低くなるおそれがあり、この高さが高いと引抜き強度にあまり寄与しない部分が大きくなり、重量やコストが増加することから、補強鉄筋の中心からアンカー金具の先端までの高さの1/5〜2/3が好ましく、より好ましくは、同高さの1/5〜1/2である。また、補強鉄筋の中心から幅広部と幅狭部との境界までの具体的な高さは、特に限定されないが、20〜70mmが好ましい。なぜなら、20mm未満では係止部の強度が低くなるおそれがあり、70mmを超えると引抜き強度にあまり寄与しない部分が大きくなり、重量やコストが増加するからである。より好ましくは24〜70mmである。
幅広部の大きさは、特に限定されないが、係止部との境界(係止部の補強鉄筋側とは反対側から見たときの係止部と幅広部との境界)から、補強鉄筋の中心から20mmの途中高さまでの正面投影面積が300mm以上であることが好ましい。なぜなら、300mm未満では、深い埋設位置における母材との接触面積が小さいため母材との間に大きな摩擦抵抗を得ることができず、十分な引抜き強度が得られないからである。
幅広部の幅は、特に限定されないが、筒状部との境界(筒状部の外側から見たときの筒状部と幅広部との境界)からの幅が最も広い部位で18〜25mmであることが好ましい。なぜなら、18mm未満では十分な引抜き強度が得られず、25mmを超えるとアンカー金具の幅が大きくなり過ぎて補強鉄筋に干渉するおそれがあるからである。
また、幅広部には、パネル壁面と平行に水平片部が設けられていることが好ましい。なぜなら、アンカー引抜き時に水平片部と母材とが対抗するようになることで、引抜き強度のばらつきを低減でき、許容荷重を大きくできるからである。
また、幅広部には、切欠部が設けられていることが好ましい。なぜなら、母材との絡みが大きくなって引抜摩擦抵抗が大きくなり、引抜き強度が向上するからである。
また、幅広部には、貫通孔が設けられていることが好ましい。なぜなら、母材との絡みが大きくなって引抜摩擦抵抗が大きくなり、引抜き強度が向上するからである。
<Wide part>
The height from the center of the reinforcing bar to the boundary between the wide part and the narrow part (wide part height) is not particularly limited, but if this height is low, the strength of the locking part may be reduced. If the height is high, the portion that does not contribute much to the pullout strength increases, and the weight and cost increase. Therefore, 1/5 to 2/3 of the height from the center of the reinforcing bar to the tip of the anchor metal fitting is preferable. Preferably, it is 1/5 to 1/2 of the same height. Moreover, although the specific height from the center of a reinforcing bar to the boundary of a wide part and a narrow part is not specifically limited, 20-70 mm is preferable. This is because if it is less than 20 mm, the strength of the locking portion may be lowered, and if it exceeds 70 mm, a portion that does not contribute much to the pullout strength increases, and the weight and cost increase. More preferably, it is 24-70 mm.
The size of the wide portion is not particularly limited, but from the boundary with the locking portion (the boundary between the locking portion and the wide portion when viewed from the side opposite to the reinforcing reinforcing bar side of the locking portion), It is preferable that the front projection area from the center to the midway height of 20 mm is 300 mm 2 or more. This is because if it is less than 300 mm 2 , the contact area with the base material at a deep embedding position is small, so that a large frictional resistance cannot be obtained between the base material and sufficient pulling strength cannot be obtained.
The width of the wide portion is not particularly limited, but is 18 to 25 mm at the widest portion from the boundary with the tubular portion (boundary between the tubular portion and the wide portion when viewed from the outside of the tubular portion). Preferably there is. This is because if it is less than 18 mm, sufficient pulling strength cannot be obtained, and if it exceeds 25 mm, the width of the anchor metal fitting becomes too large and may interfere with the reinforcing steel bars.
Moreover, it is preferable that the wide part is provided with the horizontal piece part in parallel with the panel wall surface. This is because, when the anchor is pulled out, the horizontal piece portion and the base material are opposed to each other, so that variations in the pulling strength can be reduced and the allowable load can be increased.
Moreover, it is preferable that the wide part is provided with a notch. This is because the entanglement with the base material increases, the pulling friction resistance increases, and the pulling strength improves.
Moreover, it is preferable that the wide part is provided with a through hole. This is because the entanglement with the base material increases, the pulling friction resistance increases, and the pulling strength improves.

<水平片部>
水平片部の態様は、特に限定されないが、形成が容易であることから、幅広部の上端を折曲させて形成されている態様が好ましい。また、二つの係止部形成部が半割筒状で凹部同士がアンカー金具の幅方向にずれて対峙している場合には、引抜き強度のばらつきを低減できることから、水平片部が設けられている幅広部の基端に連続する半割筒状の係止部形成部の開口方向と反対側にのみ延出されている態様が好ましい。
また、水平片部の大きさは、特に限定されないが、幅が10〜25mm、奥行が5〜15mmを例示できる。
また、水平片部は、補強鉄筋の中心からアンカー金具の先端までの高さの1/2までの範囲に設けられている態様を例示できる
<Horizontal part>
Although the aspect of a horizontal piece part is not specifically limited, Since formation is easy, the aspect formed by bending the upper end of a wide part is preferable. In addition, when the two locking portion forming portions are in the shape of a half cylinder and the recesses are opposed to each other while being displaced in the width direction of the anchor bracket, the variation in the pulling strength can be reduced. The aspect extended only to the opposite side to the opening direction of the half cylinder-shaped latching | locking part formation part continuous to the base end of the wide part which has is preferable.
Moreover, although the magnitude | size of a horizontal piece part is not specifically limited, A width | variety is 10-25 mm and depth can illustrate 5-15 mm.
Moreover, the horizontal piece part can illustrate the aspect provided in the range to 1/2 of the height from the center of a reinforcing bar to the front-end | tip of an anchor metal fitting.

<切欠部>
切欠部の大きさは、特に限定されないが、開口長さが2mm以上、深さが4mm以上を例示できる。
<Notch>
Although the magnitude | size of a notch part is not specifically limited, An opening length can illustrate 2 mm or more and depth of 4 mm or more.

<幅狭部>
幅狭部の態様は、特に限定されないが、部分的に幅の広狭がある態様や、基端から先端まで略同じ幅である態様を例示でき、基端から先端まで略同じ幅である態様が好ましい。なぜなら、重量の軽減とコストの低減を図りつつ、筒状部内へのALCスラリーの流入を防止することができるからである。
筒状部との境界(筒状部の外側から見たときの筒状部と幅狭部との境界)からの幅狭部の幅の平均値の上限は、特に限定されないが、8mmが好ましい。なぜなら、8mmを超えると引抜き強度にあまり寄与しない部分が大きくなり、重量やコストが増加するからである。より好ましくは6.5mmである。
筒状部との境界からの幅狭部の幅の平均値の下限は、特に限定されないが、4mmを例示できる。
<Narrow part>
Although the aspect of the narrow portion is not particularly limited, an aspect in which the width is partially wide or an aspect in which the width is substantially the same from the proximal end to the distal end can be exemplified, and an aspect in which the width is approximately the same from the proximal end to the distal end. preferable. This is because the ALC slurry can be prevented from flowing into the cylindrical portion while reducing the weight and the cost.
The upper limit of the average value of the width of the narrow portion from the boundary with the cylindrical portion (the boundary between the cylindrical portion and the narrow portion when viewed from the outside of the cylindrical portion) is not particularly limited, but is preferably 8 mm. . This is because if it exceeds 8 mm, the portion that does not contribute much to the pullout strength increases, and the weight and cost increase. More preferably, it is 6.5 mm.
Although the minimum of the average value of the width | variety of a narrow part from the boundary with a cylindrical part is not specifically limited, 4 mm can be illustrated.

<合わせ部>
合わせ部の態様は、特に限定されないが、筒状部との境界(筒状部の外側から見たときの筒状部と合わせ部との境界)からの幅が幅狭部の幅を超えないことが好ましい。なぜなら、重量の軽減とコストの低減を図りつつ、筒状部内へのALCスラリーの流入を防止することができるからである。より好ましくは、幅狭部の幅と同じである。また、基端から先端まで略同じ幅で形成されていることが好ましい。なぜなら、重量の軽減とコストの低減を図りつつ、筒状部内へのALCスラリーの流入を防止することができるからである。
<Matching section>
The mode of the mating part is not particularly limited, but the width from the boundary with the cylindrical part (the boundary between the cylindrical part and the mating part when viewed from the outside of the cylindrical part) does not exceed the width of the narrow part. It is preferable. This is because the ALC slurry can be prevented from flowing into the cylindrical portion while reducing the weight and the cost. More preferably, it is the same as the width of the narrow portion. Moreover, it is preferable that it is formed with substantially the same width from the proximal end to the distal end. This is because the ALC slurry can be prevented from flowing into the cylindrical portion while reducing the weight and the cost.

<雌ネジ部>
雌ネジ部の態様は、特に限定されないが、筒状部の先端部の内周面に螺刻される態様や、筒状部の先端部にナットを接合する態様等が例示できる。
<Female thread part>
The form of the female screw part is not particularly limited, and examples thereof include an aspect in which it is screwed on the inner peripheral surface of the tip part of the cylindrical part, and an aspect in which a nut is joined to the tip part of the cylindrical part.

本発明によれば、十分な引抜き強度が得られるとともに、低コストなアンカー金具を提供することができる。また、十分な引抜き強度を有するALCパネルを提供することができる。   According to the present invention, a sufficient pullout strength can be obtained, and a low-cost anchor fitting can be provided. In addition, an ALC panel having sufficient pullout strength can be provided.

パネル厚120mm用の実施例1のアンカー金具の斜視図である。It is a perspective view of the anchor metal fitting of Example 1 for panel thickness 120mm. 同アンカー金具の分解斜視図である。It is a disassembled perspective view of the anchor metal fitting. 同アンカー金具を示し、(a)は平面図、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting is shown, (a) is a plan view, (b) is a front view, (c) is a right side view, and (d) is a bottom view. 同アンカー金具の翼片部の幅広部付近の拡大正面図である。It is an enlarged front view near the wide part of the wing piece part of the anchor metal fitting. 同アンカー金具を係止した補強鉄筋かごの一部を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。A part of the reinforcing steel bar cage that locks the anchor metal fitting is shown, (a) is a plan view, (b) is a front view, and (c) is a right side view. パネル厚100mm用の実施例1のアンカー金具を示し、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of Example 1 for panel thickness 100mm is shown, (b) is a front view, (c) is a right view, (d) is a bottom view. パネル厚150mm用の実施例1のアンカー金具を示し、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of Example 1 for panel thickness 150mm is shown, (b) is a front view, (c) is a right view, (d) is a bottom view. パネル厚120mm用の実施例2のアンカー金具の斜視図である。It is a perspective view of the anchor metal fitting of Example 2 for panel thickness 120mm. 同アンカー金具の分解斜視図である。It is a disassembled perspective view of the anchor metal fitting. 同アンカー金具を示し、(a)は平面図、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting is shown, (a) is a plan view, (b) is a front view, (c) is a right side view, and (d) is a bottom view. 同アンカー金具の翼片部の幅広部付近の拡大正面図である。It is an enlarged front view near the wide part of the wing piece part of the anchor metal fitting. 同アンカー金具を係止した補強鉄筋かごの一部を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。A part of the reinforcing steel bar cage that locks the anchor metal fitting is shown, (a) is a plan view, (b) is a front view, and (c) is a right side view. パネル厚100mm用の実施例2のアンカー金具を示し、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of Example 2 for panel thickness 100mm is shown, (b) is a front view, (c) is a right view, (d) is a bottom view. パネル厚150mm用の実施例2のアンカー金具を示し、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of Example 2 for panel thickness 150mm is shown, (b) is a front view, (c) is a right view, (d) is a bottom view. 従来例のアンカー金具を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。The anchor metal fitting of a prior art example is shown, (a) is a top view, (b) is a front view, (c) is a right view. 同アンカー金具を係止した補強鉄筋かごの一部を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。A part of the reinforcing steel bar cage that locks the anchor metal fitting is shown, (a) is a plan view, (b) is a front view, and (c) is a right side view. パネル厚100mm用の参考例のアンカー金具を示し、(a)は平面図、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of the reference example for panel thickness 100mm is shown, (a) is a top view, (b) is a front view, (c) is a right view, (d) is a bottom view. 同アンカー金具を係止した補強鉄筋かごの一部を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。A part of the reinforcing steel bar cage that locks the anchor metal fitting is shown, (a) is a plan view, (b) is a front view, and (c) is a right side view. パネル厚120mm用の参考例のアンカー金具を示し、(b)は正面図、(c)は右側面図である。The anchor metal fitting of the reference example for panel thickness 120mm is shown, (b) is a front view, (c) is a right view. 同アンカー金具を係止した補強鉄筋かごの一部を示し、(a)は平面図、(b)は正面図、(c)は右側面図である。A part of the reinforcing steel bar cage that locks the anchor metal fitting is shown, (a) is a plan view, (b) is a front view, and (c) is a right side view. 補強鉄筋かごの全体を示し、(a)はパネル厚さ100mm用の側面図、(b)はパネル厚さ120mm用の側面図、(c)は引張側の正面図、(d)は圧縮側の正面図である。The entire reinforcing steel bar is shown, (a) is a side view for a panel thickness of 100 mm, (b) is a side view for a panel thickness of 120 mm, (c) is a front view on the tension side, and (d) is a compression side. FIG. ALCパネルのアンカー引抜き試験を示し、(a)は試験の概要を示す斜視図、(b)は試験中のパネル厚120mm用の実施例1の断面図である。An anchor pull-out test of an ALC panel is shown, (a) is a perspective view showing an outline of the test, and (b) is a cross-sectional view of Example 1 for a panel thickness of 120 mm during the test. 変更例のアンカー金具を示し、(b)は正面図、(c)は右側面図、(d)は底面図である。The anchor metal fitting of the example of a change is shown, (b) is a front view, (c) is a right view, (d) is a bottom view.

[実施例、参考例及び従来例のアンカー金具]
《パネル厚120mm用の実施例1》
図1〜5に示す、厚さが120mmのALCパネルに用いられる実施例1のアンカー金具10は、ALCパネル1内の補強鉄筋かご2の圧縮側配筋3でALCパネル1の幅方向に延びる補強鉄筋である副筋5に固定されて使用される。アンカー金具10は、副筋5に沿う幅方向に延びて副筋5に固定される係止部15と、副筋5に直交する高さ方向に延びる筒状部12と、係止部15から高さ方向に延びるとともに筒状部12から両幅方向に延びる一対の翼片部13、13と、筒状部12から両幅方向に延びる一対の合わせ部14、14と、筒状部12の先端に設けられる雌ネジ部21とからなる。係止部15、筒状部12、一対の翼片部13、13及び一対の合わせ部14、14が同一形状の2枚の凹鋼板11、11から構成され、雌ネジ部がナット21から構成されている。アンカー金具10は、2枚の凹鋼板11、11とナット21とを溶接によって接合することで形成されている。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。
[Anchor fittings of examples, reference examples and conventional examples]
<< Example 1 for panel thickness of 120 mm >>
The anchor fitting 10 of Example 1 used for the ALC panel having a thickness of 120 mm shown in FIGS. 1 to 5 extends in the width direction of the ALC panel 1 by the compression side reinforcement 3 of the reinforcing reinforcing bar 2 in the ALC panel 1. It is used by being fixed to the secondary reinforcement 5 which is a reinforcing steel bar. The anchor metal fitting 10 extends from the engaging portion 15 extending in the width direction along the accessory muscle 5 and fixed to the accessory muscle 5, the cylindrical portion 12 extending in the height direction perpendicular to the accessory muscle 5, and the engaging portion 15. A pair of blade pieces 13 and 13 extending in the height direction and extending in both width directions from the cylindrical portion 12, a pair of mating portions 14 and 14 extending in the width direction from the cylindrical portion 12, and the cylindrical portion 12 It consists of a female screw portion 21 provided at the tip. The locking part 15, the cylindrical part 12, the pair of blade pieces 13, 13 and the pair of mating parts 14, 14 are composed of two concave steel plates 11, 11 having the same shape, and the female thread part is composed of a nut 21. Has been. The anchor fitting 10 is formed by joining two concave steel plates 11 and 11 and a nut 21 by welding. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining.

凹鋼板11は、厚さ1.6mmの一枚の鋼板をプレス加工することで成形され、幅方向の中間部には略半割円筒状に湾曲した筒状部形成部20が形成され、幅方向の一方の端部には筒状部形成部20の幅方向の一方側から連続して幅方向に延びる翼片部13が形成され、幅方向の他方の端部には筒状部形成部20の幅方向の他方側から連続して幅方向に延びる合わせ部14が形成され、翼片部13の基端には翼片部13の基端から連続して略半割円筒状に湾曲した係止部形成部15aが形成されている。同一形状の2枚の凹鋼板11は、互いの筒状部形成部20、20の凹部同士を対峙するように向かい合わせられ、互いに合わせられた両者の翼片部13と合わせ部14との間が溶接により接合されている。   The concave steel plate 11 is formed by pressing a single steel plate having a thickness of 1.6 mm, and a cylindrical portion forming portion 20 curved in a substantially half-cylindrical cylindrical shape is formed in the intermediate portion in the width direction. A wing piece portion 13 extending in the width direction continuously from one side in the width direction of the tubular portion forming portion 20 is formed at one end portion in the direction, and the tubular portion forming portion is formed at the other end portion in the width direction. 20, a mating portion 14 is formed extending continuously in the width direction from the other side in the width direction, and the base end of the wing piece portion 13 is continuously bent from the base end of the wing piece portion 13 into a substantially halved cylindrical shape. A locking portion forming portion 15a is formed. The two concave steel plates 11 having the same shape are opposed to each other so that the concave portions of the cylindrical portion forming portions 20 and 20 face each other, and between the wing piece portions 13 and the mating portion 14 that are aligned with each other. Are joined by welding.

筒状部12は、2枚の凹鋼板11、11にそれぞれ形成された筒状部形成部20、20が凹部同士を対峙するように向かい合わせることで形成され、基端及び先端が開口した略円筒状である。筒状部12の先端には、雌ネジ部であるM12のナット21が溶接により接合されている。副筋5の中心線Bからナット21の先端までの高さは78mmである(この値が金具高さHである)。また、副筋5の中心線Bから筒状部12の先端までの高さは67.2mmであり筒状部12の外直径は17.5mmである。   The cylindrical portion 12 is formed by the cylindrical portion forming portions 20 and 20 formed on the two concave steel plates 11 and 11 facing each other so that the concave portions face each other, and the base end and the distal end are opened. It is cylindrical. An M12 nut 21 that is a female screw portion is joined to the tip of the cylindrical portion 12 by welding. The height from the center line B of the accessory muscle 5 to the tip of the nut 21 is 78 mm (this value is the metal fitting height H). The height from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 12 is 67.2 mm, and the outer diameter of the cylindrical portion 12 is 17.5 mm.

係止部15は、2枚の凹鋼板11、11のそれぞれに形成された一対の係止部形成部15a、15aから構成されている。一対の係止部形成部15a、15aのそれぞれの凹部17、17同士は、互いにアンカー金具10の幅方向にずれて対峙しており、互いに反対側から副筋5を抱持するようになっている。係止部15のアンカー金具10の幅方向の両端間の長さWは60mmであり、一対の係止部形成部15a、15aの間の幅は21mmであり、各係止部形成部15aの幅は19.5mmである。
また、各係止部形成部15aの凹部17の内周面16の直径は4.3mmである。内周面16には、二つの抵抗溶接用のプロジェクション18、19が突設されている。二つのプロジェクション18、19は、内周面16からの突出高さが異なり、中心側、即ち、筒状部12側のプロジェクション18は突出高さが相対的に低くなっており、端側、即ち、筒状部12とは反対側のプロジェクション19は突出高さが相対的に高くなっている。
The locking portion 15 includes a pair of locking portion forming portions 15a and 15a formed on the two concave steel plates 11 and 11, respectively. The concave portions 17 and 17 of the pair of locking portion forming portions 15a and 15a are opposed to each other while being shifted from each other in the width direction of the anchor fitting 10, and hold the auxiliary muscle 5 from the opposite side. Yes. The length W between both ends of the anchor fitting 10 in the width direction of the locking portion 15 is 60 mm, the width between the pair of locking portion forming portions 15a and 15a is 21 mm, and each locking portion forming portion 15a has a width of 21 mm. The width is 19.5 mm.
Moreover, the diameter of the inner peripheral surface 16 of the recessed part 17 of each latching | locking part formation part 15a is 4.3 mm. Two projections 18 and 19 for resistance welding project from the inner peripheral surface 16. The two projections 18 and 19 have different projecting heights from the inner peripheral surface 16, and the projections 18 on the center side, that is, the cylindrical portion 12 side, have relatively low projecting heights, that is, the end side, The projection 19 on the side opposite to the cylindrical portion 12 has a relatively high protrusion height.

翼片部13は、2枚の凹鋼板11、11にそれぞれ形成されたものが、筒状部12から幅方向に延びるとともに、係止部15の先端の全体から高さ方向に延設され、筒状部12の先端まで延びている。また、翼片部13は、アンカー金具10の基端側に形成され、幅が相対的に広い幅広部22と、アンカー金具10の先端側に形成され、幅が相対的に狭い幅狭部23とを備え、幅広部22と幅狭部23とは連設され、幅広部22と幅狭部23との境界は幅が急変するよう段状の不連続境界になっている。   The wing piece 13 is formed on each of the two concave steel plates 11, 11 extends in the width direction from the cylindrical portion 12, and extends in the height direction from the entire tip of the locking portion 15, It extends to the tip of the cylindrical portion 12. The blade piece 13 is formed on the proximal end side of the anchor fitting 10 and has a relatively wide portion 22 and a narrow portion 23 that is formed on the distal end side of the anchor fitting 10 and has a relatively narrow width. The wide portion 22 and the narrow portion 23 are connected in series, and the boundary between the wide portion 22 and the narrow portion 23 is a step-like discontinuous boundary so that the width changes suddenly.

幅広部22は、略矩形状であり、副筋5の中心線Bから幅広部22と幅狭部23との境界、即ち、幅広部22の先端までの高さが28.5mmである(この値が幅広部高さhである)。幅広部22は、先端から筒状部12の基端までの範囲が最も幅が広く、筒状部12の外側から見たときの筒状部12との境界からのこの範囲の幅が21.3mmである。幅広部22の先端部には、幅広部22の先端から基端方向へ切り欠いた切欠部24が形成されている。切欠部24の大きさは、開口長さ(アンカー金具の幅方向の長さ)が3.2mmであり、深さ(アンカー金具の高さ方向の長さ)が5mmである。また、幅広部22の先端部には、幅広部22に対し略直角になるよう水平片部25が折曲形成されている。   The wide portion 22 has a substantially rectangular shape, and the height from the center line B of the accessory muscle 5 to the boundary between the wide portion 22 and the narrow portion 23, that is, the tip of the wide portion 22 is 28.5 mm (this The value is the wide part height h). The wide portion 22 has the widest range from the tip to the base end of the tubular portion 12, and the width of this range from the boundary with the tubular portion 12 when viewed from the outside of the tubular portion 12 is 21. 3 mm. At the distal end of the wide portion 22, a cutout portion 24 is formed by cutting away from the distal end of the wide portion 22 in the proximal direction. As for the size of the notch 24, the opening length (length in the width direction of the anchor fitting) is 3.2 mm, and the depth (length in the height direction of the anchor fitting) is 5 mm. Further, a horizontal piece 25 is bent at the tip of the wide portion 22 so as to be substantially perpendicular to the wide portion 22.

水平片部25は、この水平片部25が設けられている幅広部22の基端に連続して形成されている係止部形成部15aの開口方向と反対側に延設されており、その大きさは、幅が11.8mmであり、奥行(幅広部22の面に直交する方向の長さ)が8mmである。   The horizontal piece portion 25 is extended on the opposite side to the opening direction of the locking portion forming portion 15a formed continuously at the base end of the wide portion 22 where the horizontal piece portion 25 is provided, As for the size, the width is 11.8 mm, and the depth (the length in the direction perpendicular to the surface of the wide portion 22) is 8 mm.

幅狭部23は、幅広部22との境界から筒状部12の先端まで略同じ幅で延設されており、筒状部12の外側から見たときの筒状部12との境界からの幅が6.3mmである。   The narrow portion 23 is extended with substantially the same width from the boundary with the wide portion 22 to the tip of the tubular portion 12, and from the boundary with the tubular portion 12 when viewed from the outside of the tubular portion 12. The width is 6.3 mm.

合わせ部14は、筒状部12の基端から先端まで幅狭部23と略同じ幅で形成され、翼片部13の一方の面に当接し、溶接により翼片部13に接合されている。   The mating portion 14 is formed to have substantially the same width as the narrow portion 23 from the proximal end to the distal end of the tubular portion 12, abuts against one surface of the blade piece 13, and is joined to the blade piece 13 by welding. .

アンカー金具10は、引張側配筋6に近い側(圧縮側配筋3から遠い側)のALCパネル1の壁面に先端が向くようにして、圧縮側配筋3の副筋5に係止部15が係止され、スポット溶接によって副筋5に接合されることにより、副筋5に固定されている。   The anchor metal fitting 10 is engaged with the secondary reinforcement 5 of the compression side reinforcement 3 so that the tip faces the wall surface of the ALC panel 1 on the side close to the tension side reinforcement 6 (the side far from the compression side reinforcement 3). 15 is locked and is fixed to the accessory muscle 5 by being joined to the accessory muscle 5 by spot welding.

《パネル厚100mm用の実施例1》
図6に示す、厚さが100mmのALCパネルに用いられる実施例1のアンカー金具26は、金具高さHが58mmになるよう、副筋5の中心線Bから筒状部12の先端までの高さを47.2mmに変更した(そのため、幅狭部23及び合わせ部14の高さ方向の長さがアンカー金具10より20mm短くなっている)点がアンカー金具10と異なり、その他の点は、アンカー金具10と同じである。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。図6において、アンカー金具10と同じ部位には、同じ符号を付している。
<< Example 1 for panel thickness 100 mm >>
The anchor metal fitting 26 of Example 1 used for the ALC panel having a thickness of 100 mm shown in FIG. 6 is from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 12 so that the metal fitting height H is 58 mm. The height is changed to 47.2 mm (therefore, the length in the height direction of the narrow portion 23 and the mating portion 14 is 20 mm shorter than the anchor fitting 10). The same as the anchor fitting 10. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining. In FIG. 6, the same parts as those of the anchor fitting 10 are denoted by the same reference numerals.

《パネル厚150mm用の実施例1》
図7に示す、厚さが150mmのALCパネルに用いられる実施例1のアンカー金具27は、金具高さHが108mmになるよう、副筋5の中心線Bから筒状部12の先端までの高さを97.2mmに変更した(そのため、幅狭部23及び合わせ部14の高さ方向の長さがアンカー金具10より30mm長くなっている)点がアンカー金具10と異なり、その他の点は、アンカー金具10と同じである。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。図7において、アンカー金具10と同じ部位には、同じ符号を付している。
<< Example 1 for panel thickness of 150 mm >>
The anchor fitting 27 of Example 1 used for the ALC panel with a thickness of 150 mm shown in FIG. 7 is from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 12 so that the fitting height H is 108 mm. The height has been changed to 97.2 mm (therefore, the length in the height direction of the narrow portion 23 and the mating portion 14 is 30 mm longer than the anchor fitting 10). The same as the anchor fitting 10. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining. In FIG. 7, the same parts as those of the anchor metal fitting 10 are denoted by the same reference numerals.

《パネル厚120mm用の実施例2》
図8〜12に示す、厚さが120mmのALCパネルに用いられる実施例2のアンカー金具30は、金具高さHが78mm、副筋5の中心線Bから筒状部12の先端までの高さが67.2mm、係止部15のアンカー金具30の幅方向の両端間の長さWが60mmである。アンカー金具30は、翼片部31(特に、幅広部32)の形状を変更した点が実施例1のアンカー金具10と異なり、その他の点については、アンカー金具10と同じである。そこで、アンカー金具30については翼片部31を中心に説明し、アンカー金具10と同じ点については、アンカー金具10と同じであることから説明を省略する。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。図8〜12において、アンカー金具10と同じ部位には、同じ符号を付している。
<< Example 2 for panel thickness of 120 mm >>
The anchor metal fitting 30 of Example 2 used for the ALC panel having a thickness of 120 mm shown in FIGS. 8 to 12 has a metal fitting height H of 78 mm, and the height from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 12. The length W between both ends in the width direction of the anchor fitting 30 of the locking portion 15 is 60 mm. The anchor fitting 30 is different from the anchor fitting 10 of the first embodiment in that the shape of the wing piece portion 31 (particularly, the wide portion 32) is changed, and the other points are the same as the anchor fitting 10. Therefore, the anchor fitting 30 will be described with a focus on the wing piece portion 31, and the same points as the anchor fitting 10 are the same as those of the anchor fitting 10, so the description thereof will be omitted. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining. 8-12, the same code | symbol is attached | subjected to the same site | part as the anchor metal fitting 10. FIG.

一対の翼片部31は、同一形状の2枚の凹鋼板35、35にそれぞれ形成されている。翼片部31は、筒状部12から幅方向に延びるともに、係止部15の先端の全体から高さ方向に延設され、筒状部12の先端まで延びている。また、翼片部31は、アンカー金具10の基端側に形成され、幅が相対的に広い幅広部32と、アンカー金具10の先端側に形成され、幅が相対的に狭い幅狭部33とを備え、幅広部32と幅狭部33とは連設され、幅広部32と幅狭部33との境界は幅が急変するよう段状の不連続境界になっている。   The pair of blade pieces 31 are respectively formed on two concave steel plates 35 and 35 having the same shape. The wing piece portion 31 extends in the width direction from the cylindrical portion 12, extends in the height direction from the entire tip of the locking portion 15, and extends to the tip of the cylindrical portion 12. Further, the wing piece portion 31 is formed on the proximal end side of the anchor fitting 10 and has a relatively wide width portion 32, and is formed on the distal end side of the anchor fitting 10 and has a relatively narrow width portion 33. The wide portion 32 and the narrow portion 33 are connected in series, and the boundary between the wide portion 32 and the narrow portion 33 is a step-like discontinuous boundary so that the width changes suddenly.

幅広部32は、略矩形状で先端側の角が斜めに切り欠かれており、副筋5の中心線Bから幅広部32と幅狭部33との境界、即ち、幅広部32の先端までの高さが23.5mmである(この値が幅広部高さhである)。幅広部32は、斜めに切り欠かれた部位の基端側から筒状部12の基端までの範囲が最も幅が広く、筒状部12の外側から見たときの筒状部12との境界からのこの範囲の幅が21.3mmである。また、この範囲の中間部には、幅広部32の側端から筒状部12の方向へ切り欠いた切欠部34は形成されている。切欠部34の大きさは、開口長さ(アンカー金具の高さ方向の長さ)が4mmであり、深さ(アンカー金具の幅方向の長さ)が5mmである。   The wide portion 32 has a substantially rectangular shape, and a corner on the tip side is cut off obliquely. From the center line B of the accessory muscle 5 to the boundary between the wide portion 32 and the narrow portion 33, that is, the tip of the wide portion 32. Is 23.5 mm (this value is the width h of the wide portion). The wide part 32 has the widest range from the base end side of the part cut off obliquely to the base end of the cylindrical part 12, and the wide part 32 is the distance from the cylindrical part 12 when viewed from the outside of the cylindrical part 12. The width of this range from the boundary is 21.3 mm. Further, a cutout portion 34 is formed in the middle portion of this range by cutting out from the side end of the wide portion 32 toward the tubular portion 12. As for the size of the notch 34, the opening length (length in the height direction of the anchor fitting) is 4 mm, and the depth (length in the width direction of the anchor fitting) is 5 mm.

アンカー金具30は、引張側配筋6に近い側(圧縮側配筋3から遠い側)のALCパネル1の壁面に先端が向くようにして、圧縮側配筋3の副筋5に係止部15が係止され、スポット溶接によって副筋5に接合されることにより、副筋5に固定されている。   The anchor metal fitting 30 is engaged with the secondary reinforcement 5 of the compression side reinforcement 3 such that the tip thereof faces the wall surface of the ALC panel 1 on the side close to the tension side reinforcement 6 (the side far from the compression side reinforcement 3). 15 is locked and is fixed to the accessory muscle 5 by being joined to the accessory muscle 5 by spot welding.

《パネル厚100mm用の実施例2》
図13に示す、厚さが100mmのALCパネルに用いられる実施例2のアンカー金具36は、金具高さHが58mmになるよう、副筋5の中心線Bから筒状部12の先端までの高さを47.2mmに変更した(そのため、幅狭部33及び合わせ部14の高さ方向の長さがアンカー金具30より20mm短くなっている)点がアンカー金具30と異なり、その他の点は、アンカー金具30と同じである。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。図13において、アンカー金具30と同じ部位には、同じ符号を付している。
<< Example 2 for panel thickness of 100 mm >>
The anchor fitting 36 of the second embodiment used in the ALC panel having a thickness of 100 mm shown in FIG. 13 is from the center line B of the accessory muscle 5 to the tip of the tubular portion 12 so that the fitting height H is 58 mm. The height is changed to 47.2 mm (therefore, the length in the height direction of the narrow portion 33 and the mating portion 14 is 20 mm shorter than that of the anchor fitting 30). The same as the anchor fitting 30. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining. In FIG. 13, the same parts as those of the anchor metal fitting 30 are denoted by the same reference numerals.

《パネル厚150mm用の実施例2》
図14に示す、厚さが150mmのALCパネルに用いられる実施例2のアンカー金具37は、金具高さHが108mmになるよう、副筋5の中心線Bから筒状部12の先端までの高さを97.2mmに変更した(そのため、幅狭部33及び合わせ部14の高さ方向の長さがアンカー金具30より30mm長くなっている)点がアンカー金具30と異なり、その他の点は、アンカー金具30と同じである。なお、図中において実線でクロスハッチングされているところは、接合時の溶接ビード59である。図14において、アンカー金具30と同じ部位には、同じ符号を付している。
<< Example 2 for panel thickness of 150 mm >>
The anchor metal fitting 37 of Example 2 used for the ALC panel having a thickness of 150 mm shown in FIG. 14 is from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 12 so that the metal fitting height H is 108 mm. The height has been changed to 97.2 mm (therefore, the length in the height direction of the narrow portion 33 and the mating portion 14 is 30 mm longer than the anchor fitting 30). The same as the anchor fitting 30. In the figure, the cross-hatched portion with a solid line is a weld bead 59 at the time of joining. In FIG. 14, the same parts as those of the anchor fitting 30 are denoted by the same reference numerals.

《従来例》
図15、16に示す、従来例のアンカー金具90は、厚さが100mmのALCパネルに用いられるものであり、雌ネジ部91、筒状部92、合わせ部93及び係止部95を備えている。雌ネジ部91はM12ナットからなり、雌ネジ部91以外の部位は、略矩形状で幅方向の中間部に凹部が形成され、厚さが1.6mmの同一形状の2枚の凹鋼板を相対させ、溶接によって接合することで形成されている。
<Conventional example>
A conventional anchor fitting 90 shown in FIGS. 15 and 16 is used for an ALC panel having a thickness of 100 mm, and includes a female screw portion 91, a cylindrical portion 92, a matching portion 93, and a locking portion 95. Yes. The female thread portion 91 is formed of an M12 nut, and the portions other than the female thread portion 91 are substantially rectangular in shape, and a concave portion is formed in an intermediate portion in the width direction, and two concave steel plates having the same shape with a thickness of 1.6 mm are formed. It is formed by making it oppose and joining by welding.

筒状部92は、先端に向かって大きくなるように形成され、雌ネジ部91が先端に嵌合して溶接されている。副筋5の中心線Bから雌ネジ部91の先端までの金具高さHは57.5mmであり、副筋5の中心線Bから筒状部92の先端までの高さは52.5mmである。   The cylindrical portion 92 is formed so as to increase toward the tip, and a female screw portion 91 is fitted and welded to the tip. The metal fitting height H from the center line B of the accessory muscle 5 to the tip of the female screw portion 91 is 57.5 mm, and the height from the center line B of the accessory muscle 5 to the tip of the cylindrical portion 92 is 52.5 mm. is there.

合わせ部93は、筒状部92の両側に形成され、筒状部92の先端から筒状部92の基端付近まで形成され、筒状部92が基端に向かって小さくなることから、合わせ部93は、基端に向かって幅広になっている。   The mating portions 93 are formed on both sides of the cylindrical portion 92, and are formed from the tip of the cylindrical portion 92 to the vicinity of the proximal end of the cylindrical portion 92, and the cylindrical portion 92 becomes smaller toward the proximal end. The part 93 is wider toward the base end.

係止部95は、合わせ部93の基端にそれぞれ形成されて、アンカー金具90の幅方向に2つに分離されている。2つに分離されている係止部95、95のアンカー金具90の幅方向の両端間の長さWは35.6mmであり、各係止部95の幅は12.8mmである。各係止部95、95は、略半割円筒状に湾曲し、互いに凹部97同士が対峙して副筋5を抱持するようになっている。凹部97の内周面96の直径は4.3mmである。凹部97の内周面96には、抵抗溶接用のプロジェクション98が突設されている。   The locking portions 95 are respectively formed at the base ends of the mating portions 93 and are separated into two in the width direction of the anchor fitting 90. The length W between both ends in the width direction of the anchor fitting 90 of the locking portions 95 and 95 separated into two is 35.6 mm, and the width of each locking portion 95 is 12.8 mm. Each of the locking portions 95 and 95 is curved in a substantially half-cylindrical shape, and the concave portions 97 face each other so as to hold the accessory muscle 5. The diameter of the inner peripheral surface 96 of the recess 97 is 4.3 mm. A projection 98 for resistance welding projects from the inner peripheral surface 96 of the recess 97.

アンカー金具90は、引張側配筋6に近い側(圧縮側配筋3から遠い側)のALCパネル1の壁面に先端が向くようにして、圧縮側配筋3の副筋5に係止部95が係止され、スポット溶接によって副筋5に接合されることにより、副筋5に固定されている。   The anchor metal fitting 90 is engaged with the secondary reinforcement 5 of the compression side reinforcement 3 such that the tip thereof faces the wall surface of the ALC panel 1 on the side close to the tension side reinforcement 6 (the side far from the compression side reinforcement 3). 95 is locked and is fixed to the accessory muscle 5 by being joined to the accessory muscle 5 by spot welding.

《パネル厚100mm用の参考例》
図17、18に示す、厚さが100mmのALCパネルに用いられる参考例のアンカー金具70は、副筋5に固定される係止部75と、筒状部72と、筒状部72の両幅方向に設けられる板状の翼片部73と、雌ネジ部71とを備えている。
<< Reference example for panel thickness 100mm >>
An anchor fitting 70 of a reference example used for an ALC panel having a thickness of 100 mm shown in FIGS. 17 and 18 includes an engaging portion 75 fixed to the accessory muscle 5, a cylindrical portion 72, and a cylindrical portion 72. A plate-like wing piece portion 73 provided in the width direction and a female screw portion 71 are provided.

筒状部72は、長さ41.2mm、外直径19.1mm、筒厚2mmの円筒状の鋼管からなっている。筒状部72の先端には、雌ネジ部であるM12のナット71が接合されている。副筋5の中心線Bからナット71の先端までの金具高さHは78mmである。   The cylindrical part 72 is made of a cylindrical steel pipe having a length of 41.2 mm, an outer diameter of 19.1 mm, and a cylinder thickness of 2 mm. At the tip of the cylindrical portion 72, a nut 71 of M12 which is a female screw portion is joined. The metal fitting height H from the center line B of the accessory muscle 5 to the tip of the nut 71 is 78 mm.

翼片部73は、厚さ1.6mmの板状の鋼板からなる略矩形状で、先端側の角が斜めに切り欠かれており、筒状部72の側面に接合されている。副筋5の中心線Bから翼片部73の先端までの高さは27mmであり、最も幅広の部位の幅は20.5mmである。   The blade piece 73 has a substantially rectangular shape made of a plate-shaped steel plate having a thickness of 1.6 mm, and a corner on the tip side is cut off obliquely, and is joined to a side surface of the cylindrical portion 72. The height from the center line B of the accessory muscle 5 to the tip of the blade piece 73 is 27 mm, and the width of the widest portion is 20.5 mm.

係止部75は、筒状部72の両側に設けられている翼片部73の基端にそれぞれ形成されて、アンカー金具70の幅方向に2つに分離されている。2つに分離されている係止部75、75のアンカー金具70の幅方向の両端間の長さWは60mmであり、2つの係止部75、75の間の幅は19.1mmであり、各係止部75の幅は20.5mmである。各係止部75、75は、略半割円筒状に湾曲し、互いに凹部77同士が対峙して副筋5を抱持するようになっている。凹部77の内周面76の直径は4.3mmである。凹部77の内周面76には、突出高さが等しい二つの抵抗溶接用のプロジェクション78が突設されている。   The locking portions 75 are respectively formed at the base ends of the blade piece portions 73 provided on both sides of the cylindrical portion 72 and are separated into two in the width direction of the anchor fitting 70. The length W between both ends in the width direction of the anchor fitting 70 of the locking portions 75 and 75 separated into two is 60 mm, and the width between the two locking portions 75 and 75 is 19.1 mm. The width of each locking portion 75 is 20.5 mm. Each of the locking portions 75 and 75 is bent in a substantially half-cylindrical shape so that the concave portions 77 face each other and hold the accessory muscle 5. The diameter of the inner peripheral surface 76 of the recess 77 is 4.3 mm. On the inner peripheral surface 76 of the recess 77, two projections 78 for resistance welding having the same protruding height are provided.

アンカー金具70は、引張側配筋6に近い側(圧縮側配筋3から遠い側)のALCパネル1の壁面に先端が向くようにして、圧縮側配筋3の副筋5に係止部75が係止され、スポット溶接によって副筋5に接合されることにより、副筋5に固定されている。   The anchor fitting 70 is engaged with the secondary reinforcement 5 of the compression side reinforcement 3 so that the tip thereof faces the wall surface of the ALC panel 1 on the side close to the tension side reinforcement 6 (the side far from the compression side reinforcement 3). 75 is locked and fixed to the accessory muscle 5 by being joined to the accessory muscle 5 by spot welding.

《パネル厚120mm用の参考例》
図19、20に示す、厚さが120mmのALCパネルに用いられる参考例のアンカー金具79は、アンカー金具70を厚さが120mmのALCパネル用に変更したものである。そのため、金具長さHが78mmになるよう、筒状部72の長さを61.2mmに変更した点がアンカー金具70と異なり、その他の点は、アンカー金具70と同じである。なお、図19、20において、アンカー金具70と同じ部位には、同じ符号を付している。
<< Reference example for panel thickness 120mm >>
The anchor metal fitting 79 of the reference example used for the ALC panel having a thickness of 120 mm shown in FIGS. 19 and 20 is obtained by changing the anchor metal fitting 70 for an ALC panel having a thickness of 120 mm. For this reason, the length of the cylindrical portion 72 is changed to 61.2 mm so that the metal fitting length H is 78 mm, and the other points are the same as the anchor metal fitting 70. 19 and 20, the same parts as those of the anchor fitting 70 are denoted by the same reference numerals.

アンカー金具79は、引張側配筋6に近い側(圧縮側配筋3から遠い側)のALCパネル1の壁面に先端が向くようにして、圧縮側配筋3の副筋5に係止部75が係止され、スポット溶接によって副筋5に接合されることにより、副筋5に固定されている。   The anchor metal fitting 79 is engaged with the secondary reinforcement 5 of the compression side reinforcement 3 such that the tip thereof faces the wall surface of the ALC panel 1 on the side close to the tension side reinforcement 6 (the side far from the compression side reinforcement 3). 75 is locked and fixed to the accessory muscle 5 by being joined to the accessory muscle 5 by spot welding.

[上記アンカー金具を埋設したALCパネルの製造]
ALCパネル(外寸法:長さ1800mm、幅600mm、厚さ100mm又は120mm)に埋設される補強鉄筋かご2は、図21に示すように、風力等の押圧力を受けるために圧縮側となるALCパネル1の表面付近に埋設される圧縮側配筋3と、逆に引張側となるALCパネルの裏面付近に埋設される引張側配筋6とが、連結筋9で連結されて、かご形に構成されている。
圧縮側配筋3は、パネル長さ方向に延びる3本の主筋4と、パネル幅方向に延びる6本の副筋5とで格子状に組まれたものである。
引張側配筋6は、パネル長さ方向に延びる4本の主筋7と、パネル幅方向に延びる6本の副筋8とで格子状に組まれたものである。
両主筋4、7の直径は5mmであり、両副筋5、8の直径は4mmであり、圧縮側配筋3の主筋4とALCパネルの表面との間は15mmであり、引張側配筋6とALCパネルの裏面との間も15mmである。
[Manufacture of ALC panel with the anchor bracket embedded]
Reinforcing bar 2 embedded in an ALC panel (outside dimensions: length 1800 mm, width 600 mm, thickness 100 mm or 120 mm), as shown in FIG. The compression side reinforcement 3 embedded in the vicinity of the surface of the panel 1 and the tension side reinforcement 6 embedded in the vicinity of the back surface of the ALC panel on the tension side are connected by the connecting reinforcement 9 to form a cage shape. It is configured.
The compression side reinforcement 3 is assembled in a lattice pattern with three main bars 4 extending in the panel length direction and six auxiliary bars 5 extending in the panel width direction.
The tension side reinforcement 6 is assembled in a lattice pattern with four main reinforcing bars 7 extending in the panel length direction and six auxiliary reinforcing bars 8 extending in the panel width direction.
The diameter of both main bars 4 and 7 is 5 mm, the diameter of both accessory bars 5 and 8 is 4 mm, and the distance between the main bar 4 of the compression side bar 3 and the surface of the ALC panel is 15 mm. 6 and the back side of the ALC panel is also 15 mm.

そして、各アンカー金具を係止した補強鉄筋かごの一部を示す図に示すように、ALCパネル1の上端から80mm下に筒状部の中心が位置するように、及びALCパネル1の下端から80mm上に筒状部の中心が位置するように、圧縮側配筋3の副筋5に各アンカー金具を溶接固定した。   And as shown in the figure which shows a part of reinforcing steel bar which locked each anchor metal fitting, from the lower end of ALC panel 1 so that the center of a cylindrical part may be located 80 mm below from the upper end of ALC panel 1 Each anchor metal fitting was welded and fixed to the secondary reinforcing bar 5 of the compression side reinforcement 3 so that the center of the cylindrical portion was positioned 80 mm above.

次に、アンカー金具が溶接固定された補強鉄筋かごを型枠(図示略)にセットし、該型枠にALCスラリーを流し込み、半硬化したALCケーキを脱型してパネル状にワイヤ切断し、さらにオートクレーブ養生して、ALCパネル1を得た。なお、アンカー金具をALCパネル1内に埋設する場合には、筒状部内にALCスラリーが流入しないよう、筒状部の開口にスポンジゴム製の蓋55が貼り付けられている。   Next, set the reinforcing steel bar to which the anchor fitting is welded and fixed to a mold (not shown), pour the ALC slurry into the mold, remove the semi-cured ALC cake and cut the wire into a panel shape, Further, autoclaving was performed to obtain ALC panel 1. When the anchor metal fitting is embedded in the ALC panel 1, a sponge rubber lid 55 is attached to the opening of the cylindrical portion so that the ALC slurry does not flow into the cylindrical portion.

[アンカー引抜き試験]
上記のように製造したALCパネル1について、JIS A 5416−2007「軽量気泡コンクリートパネル(ALCパネル)」の「9.6埋設部品の引抜き強さ試験」に準拠して、アンカー引抜き試験を行った。詳しくは、図22にアンカー引抜き試験の概要を示すように、試験体のALCパネルを、アンカー引抜き試験用の反力架台に、アンカー金具が埋設されている端部を支持部から300mm持出し、片持ちの状態で設置した。その後、アンカーに油圧ジャッキを用いて引張りの荷重をパネルのアンカー部が破壊するまで載荷した。載荷速度は毎秒100N〜200Nとし、最大引張荷重(引抜き強さ)を測定した。その結果を、表1に示す。
[Anchor pull-out test]
The ALC panel 1 manufactured as described above was subjected to an anchor pull-out test in accordance with “9.6 Pull-out strength test of embedded parts” of JIS A 5416-2007 “Lightweight cellular concrete panel (ALC panel)”. . Specifically, as shown in FIG. 22 showing the outline of the anchor pull-out test, the ALC panel of the test specimen is brought to the reaction force frame for the anchor pull-out test, and the end portion where the anchor metal fitting is embedded is taken out 300 mm from the support portion. Installed in the state of holding. Thereafter, a hydraulic jack was used as the anchor, and a tensile load was loaded until the anchor portion of the panel broke. The loading speed was 100 N to 200 N per second, and the maximum tensile load (pullout strength) was measured. The results are shown in Table 1.

試験を行ったアンカー金具は、パネル厚120mm用の実施例1のアンカー金具10、パネル厚120mm用の実施例2のアンカー金具30、パネル厚120mm用の参考例のアンカー金具79、パネル厚100mm用の参考例のアンカー金具70及び従来例のアンカー金具90である。   The anchor metal fittings tested were the anchor metal fitting 10 of Example 1 for a panel thickness of 120 mm, the anchor metal fitting 30 of Example 2 for a panel thickness of 120 mm, the anchor metal fitting 79 of a reference example for a panel thickness of 120 mm, and the panel thickness of 100 mm The anchor fitting 70 of the reference example and the anchor fitting 90 of the conventional example.

パネル厚120mm用の実施例1のアンカー金具10は、段落0028〜0037で説明した通りである。また、アンカー金具10は、図3の(b)において破線でクロスハッチングされた領域である、係止部15との境界(係止部15の副筋5側とは反対側から見たときの係止部15と翼片部13との境界)から、副筋5の中心線Bから金具高さHの2/3(副筋5の中心線Bから52mm)の途中高さまでの翼片部13の正面投影面積s2が657mm、図4において破線でクロスハッチングされた領域である、係止部15との境界から、副筋5の中心線Bから20mmの途中高さまでの幅広部22の正面投影面積s1が343mmである。 The anchor fitting 10 of Example 1 for a panel thickness of 120 mm is as described in the paragraphs 0028 to 0037. Moreover, the anchor metal fitting 10 is a region cross-hatched with a broken line in FIG. 3B, and is a boundary with the locking portion 15 (when viewed from the side opposite to the auxiliary muscle 5 side of the locking portion 15). Blade boundary from the center line B of the accessory muscle 5 to the middle height of 2/3 of the metal fitting height H (52 mm from the center line B of the accessory muscle 5) from the boundary between the locking part 15 and the blade part 13) The front projected area s2 of -13 is 657 mm 2 , which is a region cross-hatched with a broken line in FIG. 4, from the boundary with the locking portion 15 to the middle portion height of 20 mm from the center line B of the accessory muscle 5. The front projection area s1 is 343 mm 2 .

パネル厚120mm用の実施例2のアンカー金具30は、段落0040〜0043で説明した通りである。また、アンカー金具30は、図10の(b)において破線でクロスハッチングされた領域である、係止部15との境界(係止部15の副筋5側とは反対側から見たときの係止部15と翼片部31との境界)から、副筋5の中心線Bから金具高さHの2/3(副筋5の中心線Bから52mm)の途中高さまでの翼片部31の正面投影面積s2が548mm、図11において破線でクロスハッチングされた領域である、係止部15との境界から、副筋5の中心線Bから20mmの途中高さまでの幅広部32の正面投影面積s1が319mmである。 The anchor fitting 30 of Example 2 for a panel thickness of 120 mm is as described in the paragraphs 0040 to 0043. Further, the anchor fitting 30 is a region cross-hatched with a broken line in FIG. 10B, and is a boundary with the locking portion 15 (when viewed from the side opposite to the auxiliary muscle 5 side of the locking portion 15). The blade piece from the center line B of the secondary reinforcement 5 to the middle height of 2/3 of the metal fitting height H (52 mm from the center line B of the secondary reinforcement 5) from the boundary between the locking portion 15 and the blade piece 31) The front projection area s2 of 31 is 548 mm 2 , which is an area cross-hatched with a broken line in FIG. 11, from the boundary with the locking portion 15 to the middle portion height of 20 mm from the center line B of the accessory muscle 5. The front projection area s1 is 319 mm 2 .

パネル厚120mm用の参考例のアンカー金具79は、段落0056〜0057で説明した通りである。また、アンカー金具79は、係止部75との境界(係止部75の副筋5側とは反対側から見たときの係止部75と翼片部73との境界)から、翼片部73の先端までの翼片部73の正面投影面積が426mm、係止部75との境界から、副筋5の中心線Bから20mmの途中高さまでの翼片部73の正面投影面積が328mmである。 The anchor bracket 79 of the reference example for the panel thickness of 120 mm is as described in the paragraphs 0056 to 0057. Further, the anchor metal fitting 79 has a blade piece from a boundary with the locking portion 75 (a boundary between the locking portion 75 and the blade portion 73 when viewed from the side opposite to the secondary muscle 5 side of the locking portion 75). The front projection area of the wing piece portion 73 to the tip of the portion 73 is 426 mm 2 , and the front projection area of the wing piece portion 73 from the boundary with the locking portion 75 to the middle height of 20 mm from the center line B of the accessory muscle 5 is 328 mm 2 .

パネル厚100mm用の参考例のアンカー金具70は、段落0051〜0055で説明した通りである。また、アンカー金具70は、係止部75との境界(係止部75の副筋5側とは反対側から見たときの係止部75と翼片部73との境界)から、翼片部73の先端までの翼片部73の正面投影面積が426mm、係止部75との境界から、副筋5の中心線Bから20mmの途中高さまでの翼片部73の正面投影面積が328mmである。 The anchor fitting 70 of the reference example for the panel thickness of 100 mm is as described in the paragraphs 0051 to 0055. Further, the anchor metal fitting 70 has a blade piece from a boundary with the locking portion 75 (a boundary between the locking portion 75 and the blade portion 73 when viewed from the side opposite to the secondary muscle 5 side of the locking portion 75). The front projection area of the wing piece portion 73 to the tip of the portion 73 is 426 mm 2 , and the front projection area of the wing piece portion 73 from the boundary with the locking portion 75 to the middle height of 20 mm from the center line B of the accessory muscle 5 is 328 mm 2 .

従来例のアンカー金具90(パネル厚100mm用)は、段落0046〜0050で説明した通りである。また、アンカー金具90は、係止部95との境界(係止部95の副筋5側とは反対側から見たときの係止部95と合わせ部93との境界)から、副筋5の中心線Bから金具高さHの2/3(副筋5の中心線Bから38.3mm)の途中高さまでの合わせ部93の正面投影面積が346mm、係止部95との境界から、副筋5の中心線Bから20mmの途中高さまでの合わせ部93の正面投影面積が194mmである。 The anchor metal fitting 90 (for panel thickness of 100 mm) of the conventional example is as described in the paragraphs 0046 to 0050. Further, the anchor metal fitting 90 is connected to the auxiliary muscle 5 from the boundary with the engaging portion 95 (the boundary between the engaging portion 95 and the mating portion 93 when viewed from the side opposite to the auxiliary muscle 5 side of the engaging portion 95). From the boundary with the locking portion 95, the front projected area of the mating portion 93 is 346 mm 2 from the center line B to 2/3 of the metal fitting height H (38.3 mm from the center line B of the accessory muscle 5). The front projection area of the mating portion 93 from the center line B of the accessory muscle 5 to the midway height of 20 mm is 194 mm 2 .

Figure 0006085112
Figure 0006085112

表1において、アンカー金具形状の欄における、Hは金具高さ、Wは係止部のアンカー金具の幅方向の両端間の長さ、hは幅広部高さ又は副筋5の中心線Bから参考例の翼片部先端までの高さ、w1は幅広部又は参考例の翼片部の最大幅、w2は幅狭部の平均幅、s2は係止部との境界から、副筋5の中心線Bから金具高さの2/3の途中高さまでの翼片部又は従来例の合わせ部の正面投影面積、s1は係止部との境界から、副筋5の中心線Bから高さ20mmの途中高さまでの幅広部、参考例の翼片部又は従来例の合わせ部の正面投影面積である。   In Table 1, in the column of the anchor bracket shape, H is the bracket height, W is the length between both ends of the anchor bracket in the width direction, and h is the width of the wide portion or the center line B of the accessory muscle 5 The height to the tip of the wing piece part of the reference example, w1 is the maximum width of the wide part or the wing piece part of the reference example, w2 is the average width of the narrow part, s2 is the boundary of the locking part, Front projected area of the blade part from the center line B to the middle height of 2/3 of the metal fitting height or the conventional mating part, s1 is the height from the center line B of the secondary muscle 5 from the boundary with the locking part It is a front projection area of a wide part up to a middle height of 20 mm, a blade part of a reference example, or a mating part of a conventional example.

従来例とパネル厚100mm用の参考例とで最大引張荷重の平均値を比較すると、従来例は5119Nであったのに対し、参考例では約35%増加して6903Nであった。
このように、参考例の最大引張荷重の平均値が増加したのは、係止部のアンカー金具の幅方向の両端間の長さが長く(従来例:35.6mm、参考例:60mm)なったことで、副筋5を抱持している係止部の範囲が大きくなって副筋5が補強されるとともに、係止部の端から圧縮側配筋3の主筋4までの距離が小さく(従来例:22.2mm、参考例:10mm)なって副筋5の変形し易い部分が小さくなったため、副筋5の剛性が高まり変形し難くなったことによる。
また、翼片部を設けたことで、パネルの深い位置におけるアンカー金具とALC母材との接触面積が拡大されて、引抜き時に大きな摩擦抵抗が発生したことによる。
When the average value of the maximum tensile load was compared between the conventional example and the reference example for a panel thickness of 100 mm, the conventional example was 5119N, while the reference example increased by about 35% to 6903N.
Thus, the average value of the maximum tensile load of the reference example was increased because the length between both ends in the width direction of the anchor fitting of the locking portion was long (conventional example: 35.6 mm, reference example: 60 mm). As a result, the range of the engaging portion holding the accessory muscle 5 is increased and the accessory muscle 5 is reinforced, and the distance from the end of the engaging portion to the main reinforcement 4 of the compression side reinforcement 3 is reduced. (Conventional example: 22.2 mm, Reference example: 10 mm) Since the portion of the secondary muscle 5 that is easily deformed has become smaller, the rigidity of the secondary muscle 5 is increased and it is difficult to deform.
Further, the provision of the blade piece portion increases the contact area between the anchor metal fitting and the ALC base material at a deep position of the panel, and a large frictional resistance is generated at the time of drawing.

パネル厚120mm用の参考例と実施例1とで最大引張荷重の平均値を比較すると、参考例は7363Nであったのに対し、実施例1では約13%増加して8286Nであった。
また、パネル厚120mm用の参考例と実施例2とで最大引張荷重の平均値を比較すると、参考例は7363Nであったのに対し、実施例2では約13%増加して8296Nであった。
このように、実施例1、2の最大引張荷重の平均値が参考例より増加したのは、翼片部(特にパネルの深い位置ある幅広部)に切欠部を設けたことで、ALC母材との一体性が高まったことによる。
When the average value of the maximum tensile load was compared between the reference example for the panel thickness of 120 mm and Example 1, the reference example was 7363 N, whereas in Example 1, it increased by about 13% to 8286 N.
In addition, when the average value of the maximum tensile load was compared between the reference example for the panel thickness of 120 mm and the example 2, the reference example was 7363N, whereas in the example 2, it increased by about 13% to 8296N. .
As described above, the average value of the maximum tensile load in Examples 1 and 2 increased from the reference example because the notch portion was provided in the blade piece portion (particularly, the wide portion where the panel is deep), and thus the ALC base material. This is due to the increased unity.

パネル厚120mm用の実施例1と実施例2とで最大引張荷重の標準偏差を比較すると、実施例2は715Nであったのに対し、実施例1では約半分に小さくなって386Nであった。
このように、実施例1の最大引張荷重の標準偏差が実施例2より小さくなったのは、幅広部に水平片部を設けたことで、副筋5にアンカー金具を溶接固定するときのばらつき(特に、ALCパネルの壁面に対する傾き)の影響が小さくなったことによる。
When the standard deviation of the maximum tensile load was compared between Example 1 and Example 2 for a panel thickness of 120 mm, Example 2 was 715 N, whereas Example 1 was halved to about 386 N. .
As described above, the standard deviation of the maximum tensile load of Example 1 is smaller than that of Example 2 because the horizontal piece is provided in the wide part, and the variation when the anchor fitting is fixed to the secondary reinforcement 5 by welding. This is because the influence of (in particular, the inclination with respect to the wall surface of the ALC panel) is reduced.

実施例によれば、従来例より引抜き強度を高くすることができる。
また、実施例によれば、合わせ部及び翼片部の幅狭部の幅が従来例より狭いことから、引抜き強度を高めながら、小型化して重量軽減とコストの低減に寄与することができる。
実施例1によれば、最大引張荷重の標準偏差が小さいことから、最大引張荷重の平均値から最大引張荷重の標準偏差の3倍の値を差し引いて設定される許容荷重を大きくすることができる。具体的には、パネル厚120mm用の実施例2の許容荷重は6150Nであたのに対し、パネル厚120mm用の実施例1では約16%大きくなって7128Nであった。
According to the embodiment, the pulling strength can be made higher than that of the conventional example.
Further, according to the embodiment, since the width of the narrow portion of the mating portion and the blade piece portion is narrower than that of the conventional example, it is possible to reduce the size and contribute to weight reduction and cost reduction while increasing the pulling strength.
According to Example 1, since the standard deviation of the maximum tensile load is small, the allowable load set by subtracting the value of three times the standard deviation of the maximum tensile load from the average value of the maximum tensile load can be increased. . Specifically, the allowable load in Example 2 for a panel thickness of 120 mm was 6150 N, whereas in Example 1 for a panel thickness of 120 mm, the allowable load was 7128 N, which was about 16% larger.

なお、本発明は前記実施例に限定されるものではなく、発明の趣旨から逸脱しない範囲で適宜変更して具体化することもできる。
例えば、図23に示す、実施例1の変更例のアンカー金具50のように、幅広部22に貫通孔51を設けると共に、係止部15の下端52をパネルの壁面と平行に延設する。
In addition, this invention is not limited to the said Example, In the range which does not deviate from the meaning of invention, it can change suitably and can be actualized.
For example, as shown in FIG. 23, like the anchor fitting 50 of the modified example of the first embodiment, the through hole 51 is provided in the wide portion 22 and the lower end 52 of the locking portion 15 is extended in parallel with the wall surface of the panel.

1 ALCパネル
2 補強鉄筋かご
3 圧縮側配筋
5 副筋
10 アンカー金具
11 凹鋼板
12 筒状部
13 翼片部
14 合わせ部
15 係止部
15a 係止部形成部
16 内周面
17 凹部
18 プロジェクション
19 プロジェクション
20 筒状部形成部
21 ナット
22 幅広部
23 幅狭部
24 切欠部
25 水平片部
26 アンカー金具
27 アンカー金具
30 アンカー金具
31 翼片部
32 幅広部
33 幅狭部
34 切欠部
35 凹鋼板
36 アンカー金具
37 アンカー金具
50 アンカー金具
DESCRIPTION OF SYMBOLS 1 ALC panel 2 Reinforcement reinforcing steel cage 3 Compression side reinforcement 5 Secondary reinforcement 10 Anchor metal fitting 11 Recessed steel plate 12 Cylindrical part 13 Wing piece part 14 Matching part 15 Locking part 15a Locking part formation part 16 Inner peripheral surface 17 Recessed part 18 Projection DESCRIPTION OF SYMBOLS 19 Projection 20 Cylindrical part formation part 21 Nut 22 Wide part 23 Narrow part 24 Notch part 25 Horizontal piece part 26 Anchor metal fitting 27 Anchor metal fitting 30 Anchor metal fitting 31 Wing piece part 32 Wide width part 33 Narrow part 34 Notch part 35 Concave steel plate 36 Anchor bracket 37 Anchor bracket 50 Anchor bracket

Claims (10)

ALCパネル(1)内の補強鉄筋(5)に固定されてALCパネル(1)内に埋設されるアンカー金具において、
前記アンカー金具は、固定される補強鉄筋(5)に沿う幅方向に延びて該補強鉄筋(5)に固定される係止部(15)と、前記補強鉄筋(5)に直交する高さ方向に延びる筒状部(12)と、前記係止部(15)から高さ方向に延びるとともに前記筒状部(12)から両幅方向に延びる一対の翼片部(13、31)と、前記筒状部(12)の先端部に取付け又は形成された雌ネジ部(21)とからなり、
前記係止部(15)は、前記アンカー金具の幅方向の両端間の長さ(W)が50mm以上であり、
前記各翼片部(13、31)は、前記係止部(15)から相対的に近い側にあり前記筒状部(12)との境界からの幅が相対的に広い幅広部(22、32)と、前記係止部(15)から相対的に遠い側にあり前記筒状部(12)との境界からの幅が相対的に狭い幅狭部(23、33)とからなり、前記補強鉄筋(5)の中心(B)から前記幅広部(22、32)と幅狭部(23、33)との段状の不連続境界までの高さ(h)が、該補強鉄筋(5)の中心(B)から前記アンカー金具の先端までの高さ(H)の1/5〜2/3であり、
前記幅広部(22、32)は、前記筒状部(12)との境界からの幅が最も広い部位で18〜25mmであるとともに、前記係止部(15)との境界から、前記補強鉄筋(5)の中心(B)から20mmの途中高さまでの正面投影面積(s1)が300mm以上であり、
前記幅狭部(23、33)は、前記筒状部(12)との境界からの幅が平均値で8mm以下であることを特徴とするALCパネル用アンカー金具。
In the anchor metal fitting fixed to the reinforcing bar (5) in the ALC panel (1) and embedded in the ALC panel (1),
The anchor metal fitting extends in a width direction along the reinforcing reinforcing bar (5) to be fixed, and is a fixing part (15) fixed to the reinforcing reinforcing bar (5), and a height direction orthogonal to the reinforcing reinforcing bar (5). A pair of wing pieces (13, 31) extending in the height direction from the locking portion (15) and extending in both width directions from the cylindrical portion (12); It consists of a female screw part (21) attached or formed at the tip of the cylindrical part (12),
The locking portion (15) has a length (W) between both ends in the width direction of the anchor metal fitting of 50 mm or more,
Each wing piece (13, 31) is on a side relatively close to the locking portion (15) and has a relatively wide width from the boundary with the tubular portion (12) (22, 32) and narrow portions (23, 33) which are relatively far from the locking portion (15) and have a relatively narrow width from the boundary with the cylindrical portion (12), The height (h) from the center (B) of the reinforcing reinforcing bar (5) to the step-like discontinuous boundary between the wide portions (22, 32) and the narrow portions (23, 33) is the reinforcing reinforcing bar (5 ) From the center (B) to the tip of the anchor fitting (H) is 1/5 to 2/3,
The wide portions (22, 32) are 18 to 25 mm at the widest portion from the boundary with the cylindrical portion (12), and from the boundary with the locking portion (15), the reinforcing reinforcing bars The front projection area (s1) from the center (B) of (5) to the midway height of 20 mm is 300 mm 2 or more,
An anchor fitting for an ALC panel, wherein the narrow portions (23, 33) have an average width of 8 mm or less from the boundary with the cylindrical portion (12).
前記アンカー金具は、少なくとも前記雌ネジ部(21)を除く部位が鋼板(11)から構成されている請求項1記載のALCパネル用アンカー金具。   The anchor metal fitting for an ALC panel according to claim 1, wherein at least a portion excluding the female screw portion (21) is made of a steel plate (11). 前記アンカー金具は、前記補強鉄筋(5)の中心(B)から前記アンカー金具の先端までの高さ(H)が50〜110mmであり、
前記各翼片部(13、31)は、前記係止部(15)との境界から、前記補強鉄筋(5)の中心(B)から前記アンカー金具の先端までの高さ(H)の2/3の途中高さまでの正面投影面積(s2)が400〜800mmであり、
前記補強鉄筋(5)の中心(B)から前記幅広部(22、32)と幅狭部(23、33)との境界までの高さ(h)が、20〜70mmである請求項1又は2記載のALCパネル用アンカー金具。
The anchor metal fitting has a height (H) from the center (B) of the reinforcing reinforcing bar (5) to the tip of the anchor metal fitting of 50 to 110 mm,
Each blade piece (13, 31) has a height (H) of 2 from the boundary with the locking portion (15) to the center (B) of the reinforcing reinforcing bar (5) to the tip of the anchor fitting. The front projected area (s2) up to the middle height of / 3 is 400 to 800 mm 2 ,
The height (h) from the center (B) of the reinforcing reinforcing bar (5) to the boundary between the wide portion (22, 32) and the narrow portion (23, 33) is 20 to 70 mm. 2. An ALC panel anchor fitting according to 2.
前記幅広部(22)には、パネル壁面と平行に水平片部(25)が設けられている請求項1〜3のいずれか一項に記載のALCパネル用アンカー金具。   The ALC panel anchor metal fitting according to any one of claims 1 to 3, wherein the wide portion (22) is provided with a horizontal piece (25) parallel to the panel wall surface. 前記水平片部(25)は、前記幅広部(22)の先端を折曲させて形成されている請求項4記載のALCパネル用アンカー金具。   The said horizontal piece part (25) is an ALC panel anchor metal fitting of Claim 4 formed by bending the front-end | tip of the said wide part (22). 前記係止部(15)は、前記一対の翼片部(13、31)の基端から連続する一対の半割筒状の係止部形成部(15a)から構成され、
前記一対の半割筒状の係止部形成部(15a)は、凹部(17)同士が前記アンカー金具の幅方向にずれて対峙して、前記補強鉄筋(5)を反対側から抱持するようになっている請求項1〜5のいずれか一項に記載のALCパネル用アンカー金具。
The locking portion (15) is composed of a pair of half-cylindrical locking portion forming portions (15a) continuous from the base ends of the pair of blade pieces (13, 31),
The pair of half-cylindrical locking portion forming portions (15a) hold the reinforcing reinforcing bars (5) from the opposite side, with the concave portions (17) facing each other in the width direction of the anchor fitting. The anchor metal fitting for ALC panels as described in any one of Claims 1-5.
前記係止部(15)は、前記一対の翼片部(13)の基端から連続する一対の半割筒状の係止部形成部(15a)から構成され、
前記一対の半割筒状の係止部形成部(15a)は、凹部(17)同士が前記アンカー金具の幅方向にずれて対峙して、前記補強鉄筋(5)を反対側から抱持するようになっており、
前記水平片部(25)は、該水平片部(25)が設けられている前記幅広部(22)の基端に連続する前記係止部形成部(15a)の開口方向と反対側にのみ延出されている請求項4又は5記載のALCパネル用アンカー金具。
The locking portion (15) is composed of a pair of half-cylindrical locking portion forming portions (15a) continuous from the base ends of the pair of blade pieces (13),
The pair of half-cylindrical locking portion forming portions (15a) hold the reinforcing reinforcing bars (5) from the opposite side, with the concave portions (17) facing each other in the width direction of the anchor fitting. And
The horizontal piece portion (25) is only on the opposite side to the opening direction of the locking portion forming portion (15a) continuous to the base end of the wide portion (22) where the horizontal piece portion (25) is provided. The anchor metal fitting for ALC panels of Claim 4 or 5 extended.
前記係止部形成部(15a)の凹部(17)内に突出する抵抗溶接用の複数のプロジェクション(18、19)が形成され、前記プロジェクション(18、19)の突出高さが前記係止部(15)の端に向かうほど高くなっている請求項6又は7記載のALCパネル用アンカー金具。   A plurality of projections (18, 19) for resistance welding projecting into the recesses (17) of the locking part forming part (15a) are formed, and the protruding height of the projections (18, 19) is set to the locking part. The anchor fitting for an ALC panel according to claim 6 or 7, wherein the anchor fitting becomes higher toward the end of (15). ALCパネル(1)内の補強鉄筋(5)に固定されてALCパネル(1)内に埋設されるアンカー金具において、
半割筒状の筒状部形成部(20)と、前記筒状部形成部(20)の幅方向の一方側から連続して幅方向に延びる翼片部(13、31)と、前記翼片部(13、31)の基端から連続する係止部形成部(15a)と、前記筒状部形成部(20)の幅方向の他方側から連続して幅方向に延びる合わせ部(14)とからなる同一形状の鋼板2枚が、両者の前記筒状部形成部(20)が凹部同士を対峙して筒状部(12)を形成するように向かい合わせられ、両者の前記翼片部(13、31)、係止部形成部(15a)及び合わせ部(14)が相対的に前記筒状部(12)の幅方向の反対側に配置され、両者の前記係止部形成部(15a)が係止部(15)を構成し、互いに合わせられた両者の前記翼片部(13、31)と合わせ部(14)との間が溶接されるとともに、前記筒状部(12)の先端に雌ネジ部(21)が溶接固定されて、前記アンカー金具が形成されており、
前記係止部(15)は、前記アンカー金具の幅方向の両端間の長さ(W)が50mm以上であり、
前記各翼片部(13、31)は、前記係止部(15)から相対的に近い側にあり前記筒状部(12)との境界からの幅が相対的に広い幅広部(22、32)と、前記係止部(15)から相対的に遠い側にあり前記筒状部(12)との境界からの幅が相対的に狭い幅狭部(23、33)とからなり、前記アンカー金具が固定される補強鉄筋(5)の中心(B)から前記幅広部(22、32)と幅狭部(23、33)との段状の不連続境界までの高さ(h)が、該補強鉄筋(5)の中心(B)から前記アンカー金具の先端までの高さ(H)の1/5〜2/3であり、
前記幅広部(22、32)は、前記筒状部(12)との境界からの幅が最も広い部位で18〜25mmであるとともに、前記係止部(15)との境界から、前記補強鉄筋(5)の中心(B)から20mmの途中高さまでの正面投影面積(s1)が300mm 以上であり、
前記幅狭部(23、33)は、前記筒状部(12)との境界からの幅が平均値で8mm以下であり、
前記合わせ部(14)は、前記筒状部(12)との境界からの幅が前記幅狭部(23、33)の幅を超えないことを特徴とするALCパネル用アンカー金具。
In the anchor metal fitting fixed to the reinforcing bar (5) in the ALC panel (1) and embedded in the ALC panel (1),
A half-cylindrical cylindrical part forming part (20), a blade piece part (13, 31) extending in the width direction continuously from one side in the width direction of the cylindrical part forming part (20), and the blade The locking part forming part (15a) continuous from the base end of the one part (13, 31) and the mating part (14) extending in the width direction continuously from the other side in the width direction of the cylindrical part forming part (20). ) Are formed so that the cylindrical part forming part (20) of the two faces each other so that the concave parts face each other to form a cylindrical part (12). The portions (13, 31), the locking portion forming portion (15a), and the mating portion (14) are relatively disposed on the opposite side in the width direction of the cylindrical portion (12), and both of the locking portion forming portions (15a) constitutes the locking portion (15), and the gap between the wing piece portions (13, 31) and the mating portion (14) that are aligned with each other is With the contact, the female threaded portion at the tip of the tubular portion (12) (21) is fixed by welding, the anchor is formed,
The locking portion (15) has a length (W) between both ends in the width direction of the anchor metal fitting of 50 mm or more,
Each wing piece (13, 31) is on a side relatively close to the locking portion (15) and has a relatively wide width from the boundary with the tubular portion (12) (22, 32), made from the engaging width is relatively narrow the narrow portion from the boundary between the cylindrical portion located relatively far side (12) from the stop unit (15) and (23, 33), wherein The height (h) from the center (B) of the reinforcing bar (5) to which the anchor metal fitting is fixed to the step-like discontinuous boundary between the wide portions (22, 32) and the narrow portions (23, 33) is , 1/5 to 2/3 of the height (H) from the center (B) of the reinforcing reinforcing bar (5) to the tip of the anchor fitting,
The wide portions (22, 32) are 18 to 25 mm at the widest portion from the boundary with the cylindrical portion (12), and from the boundary with the locking portion (15), the reinforcing reinforcing bars The front projection area (s1) from the center (B) of (5) to the midway height of 20 mm is 300 mm 2 or more,
The narrow part (23, 33) has an average width of 8 mm or less from the boundary with the cylindrical part (12),
An anchor fitting for an ALC panel, wherein the width of the mating portion (14) from the boundary with the cylindrical portion (12) does not exceed the width of the narrow portion (23, 33).
補強鉄筋かご(2)の圧縮側配筋(3)の副筋(5)に請求項1〜のいずれか一項に記載のALCパネル用アンカー金具が固定され、
前記補強鉄筋かご(2)と該補強鉄筋かご(2)に固定された前記ALCパネル用アンカー金具とが内部に埋設されているALCパネル。
The anchor fitting for an ALC panel according to any one of claims 1 to 9 , is fixed to the secondary reinforcement (5) of the compression side reinforcement (3) of the reinforcing steel bar (2),
The ALC panel in which the reinforcing steel bar (2) and the anchor metal fitting for the ALC panel fixed to the reinforcing steel car (2) are embedded.
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