JP2008285832A - Anchor metal fitting, autoclaved lightweight concrete panel, method of lifting autoclaved lightweight concrete panel, and method of mounting autoclaved lightweight concrete panel - Google Patents

Anchor metal fitting, autoclaved lightweight concrete panel, method of lifting autoclaved lightweight concrete panel, and method of mounting autoclaved lightweight concrete panel Download PDF

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JP2008285832A
JP2008285832A JP2007129770A JP2007129770A JP2008285832A JP 2008285832 A JP2008285832 A JP 2008285832A JP 2007129770 A JP2007129770 A JP 2007129770A JP 2007129770 A JP2007129770 A JP 2007129770A JP 2008285832 A JP2008285832 A JP 2008285832A
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panel
concrete panel
cellular concrete
lightweight cellular
lifting
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Takashi Taguchi
尚 田口
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Sumitomo Metal Mining Siporex KK
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Sumitomo Metal Mining Siporex KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a means capable of lifting a finished panel without damaging the finished surface and preventing mounting bolts from being cracked by concentrated load when the finished panel is installed in a restricted area and also capable of drastically lowering a mounting cost for an ALC (autoclaved lightweight concrete) panel by saving labor for installing mounting nuts and lifting nuts. <P>SOLUTION: This anchor metal fitting for lifting buried in an autoclaved lightweight concrete panel is formed in an L-shape in cross section having a horizonal surface and a vertical surface. The horizontal surface has a nut having a through hole at the generally center part, overlapped with the through hole, and opened in the direction perpendicular to the horizontal surface. The vertical surface has a long nut extending in the direction perpendicular to the vertical surface. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は軽量気泡コンクリートパネルの取付方法に関するものであり、さらに詳しくは
軽量気泡コンクリートパネルの吊り下げ用アンカー金具、アンカー金具を埋設した軽量気泡コンクリートパネル、並びにこの軽量気泡コンクリートパネルの吊り上げ方法と固定方法に関する。
The present invention relates to a method for mounting a lightweight cellular concrete panel, and more particularly, anchor metal fittings for suspending lightweight cellular concrete panels, lightweight cellular concrete panels embedded with anchor metals, and a method and method for lifting the lightweight cellular concrete panels. Regarding the method.

従来、例えば軽量気泡コンクリートパネル(以下、「ALCパネル」という。)の外壁パネルを建築物躯体に取付けて壁を構成する場合、施工現場にて小口面に長孔を設け、該長孔に取付用アンカーを挿入する。次にパネルの室内側表面から前記長孔と直交するボルト挿入孔を設け、取付用アンカーとボルトとをネジ止めし専用金物を用いて構造躯体に取付けている。
また、高耐力が必要とされる場合、若しくは前記小口面における穿孔を省略したい場合には、予め取付用アンカー金具が埋設されたALCパネルを用意し、施工現場ではパネルの室内側表面から前記アンカー金具に到達するボルト挿入孔を設け、埋設された取付用アンカー金具とボルトをネジ止めし、同様に専用金物を用いて構造躯体に取付けている。
Conventionally, for example, when a wall is constructed by attaching an outer wall panel of a lightweight cellular concrete panel (hereinafter referred to as “ALC panel”) to a building frame, a long hole is provided on the small face at the construction site, and the wall is attached to the long hole. Insert the anchor. Next, a bolt insertion hole orthogonal to the long hole is provided from the indoor side surface of the panel, and the mounting anchor and the bolt are screwed and attached to the structural frame using a dedicated hardware.
In addition, when high proof stress is required, or when it is desired to omit perforation in the small facet, an ALC panel in which an anchor for mounting is embedded in advance is prepared. Bolt insertion holes that reach the metal fittings are provided, the embedded anchor metal fittings and bolts are screwed, and similarly, they are attached to the structural frame using dedicated hardware.

一方、従来からALCパネルを建物の鉄骨躯体に取付ける際には、図6に示すようにナイロンスリング20による吊上げ方法があり、このナイロンスリングによる吊上げ方法では、ナイロンスリング20をALCパネル5に巻きつける際に、人力でALCパネルを起こす作業があり労働負荷になっているばかりか、特に狭小地の外壁に使用する仕上げ済みパネルの吊上げにおいては、仕上げ面がナイロンスリングにより傷つけられ、仕上げの性能を損なうという難点がある。   On the other hand, conventionally, when attaching an ALC panel to a steel frame of a building, there is a lifting method using a nylon sling 20 as shown in FIG. 6. In this lifting method using a nylon sling, the nylon sling 20 is wound around the ALC panel 5. At the same time, there is work to raise the ALC panel manually, which is a labor load, especially when lifting the finished panel used for the outer wall of narrow land, the finished surface is damaged by nylon sling, and the finishing performance is improved. There is a difficulty of losing.

別の方法として図7に示すような取付け用のパイプアンカー21を利用する吊上げ方法がある(例えば、特許文献1参照。)。図7(a)は吊り上げるALCパネルの外観斜視図であって、図7(b)はALCパネルを吊り上げる方法を説明する図である。
この方法では、ALCパネルの内部に予め取付け用のパイプアンカー21を埋設しておく。すなわち、ALCパネル本体一方の短辺小口5aと一方の平面5bに、該ALCパネルの内部で連通する孔を穿設し、前記短辺小口5aに設けた孔から前述のパイプのほぼ中央部といずれか一方の端部にネジ穴を有するパイプアンカー21を挿入する。次いで、前記ALCパネルの一方の平面5bに設けた孔からパネル取付用ボルト22を挿入して、前記パイプアンカー21の中央部に設けたネジ穴に螺合させ、該パネル取付用ボルト22を締め付けてパネル取付金具23を前記ALCパネル本体5に固定する。
As another method, there is a lifting method using a pipe anchor 21 for attachment as shown in FIG. 7 (see, for example, Patent Document 1). FIG. 7A is an external perspective view of a suspended ALC panel, and FIG. 7B is a diagram illustrating a method of lifting the ALC panel.
In this method, a pipe anchor 21 for attachment is embedded in advance inside the ALC panel. That is, a hole communicating with the inside of the ALC panel is formed in one short side edge 5a and one flat surface 5b of the ALC panel body, and from the hole provided in the short side edge 5a, A pipe anchor 21 having a screw hole is inserted into one of the ends. Next, a panel mounting bolt 22 is inserted from a hole provided in one flat surface 5b of the ALC panel, and is screwed into a screw hole provided in the central portion of the pipe anchor 21, and the panel mounting bolt 22 is tightened. The panel mounting bracket 23 is fixed to the ALC panel body 5.

次いで、短辺小口5aよりアイボルト24を挿入し、該パイプアンカー21のネジ穴に螺合させる。次にアイボルト24に吊り上げワイヤー26を挿通させたシャックル25を取り付ける。このようにして吊り上げ準備を整えた上で、ALCパネル5を吊り上げワイヤー26により吊り上げる。
図7(b)は図7(a)の断面を示す図で、ALCパネルを吊り上げる方法を説明する図である。図に示すように、ALCパネル5の中心部にパイプアンカー21が埋設されており、ALCパネル5の一方の平面5bにはパネル取付ボルト22を介してパネル取付金具23が取り付けられている。また、ALCパネル5の上部短辺小口5aからは、アイボルト24を挿入し、パイプアンカー21のネジ穴に螺合させる。次にアイボルト24に吊り上げワイヤー26を挿通させたシャックル25を取り付けて、ALCパネル5を吊り上げワイヤー26により吊り上げる。
Next, the eyebolt 24 is inserted from the short side edge 5 a and screwed into the screw hole of the pipe anchor 21. Next, a shackle 25 having a lifting wire 26 inserted through the eyebolt 24 is attached. After preparing for lifting in this way, the ALC panel 5 is lifted by the lifting wire 26.
FIG. 7B is a diagram showing a cross section of FIG. 7A and is a diagram for explaining a method of lifting the ALC panel. As shown in the figure, a pipe anchor 21 is embedded in the center of the ALC panel 5, and a panel mounting bracket 23 is attached to one flat surface 5 b of the ALC panel 5 via a panel mounting bolt 22. An eyebolt 24 is inserted from the upper short side edge 5 a of the ALC panel 5 and screwed into the screw hole of the pipe anchor 21. Next, the shackle 25 having the lifting wire 26 inserted through the eyebolt 24 is attached, and the ALC panel 5 is lifted by the lifting wire 26.

このようにして施工現場の所定位置までALCパネルを吊り込んでALCパネルを固定したら、順次シャックル、吊り上げワイヤーを外し、最後にアイボルトを抜き取る。この際、パイプアンカーはALCパネル本体中に残し、パネルに取付金具を固定しておく。このようにして必要なALCパネルを順次所定位置に吊り上げ、固定することにより軽量気泡コンクリートパネルを取り付け施工する。
特開2006−322207号公報
After the ALC panel is suspended to a predetermined position on the construction site and fixed in this way, the shackle and the lifting wire are sequentially removed, and finally the eyebolt is removed. At this time, the pipe anchor is left in the ALC panel body, and the mounting bracket is fixed to the panel. In this way, a lightweight cellular concrete panel is attached and constructed by lifting and fixing necessary ALC panels sequentially to a predetermined position.
JP 2006-322207 A

しかし、この方法にも次のような問題がある。すなわち、パイプアンカーとアイボルトを使用すれば仕上げを傷つけることがなくなる効果はあるが、この場合、取付用アンカーに螺合したボルトにパネル自重が集中的に負荷されるため、ボルトを起点として亀裂が発生し易いという難点がある。
本発明は上記難点を解消し、狭小地における仕上げ済みパネルの施工において、その仕上げ面を傷つけることなく吊上げることが可能となり、且つ取付用ボルトへの集中荷重による亀裂を防止できるばかりでなく、取付用ナットと吊上げ用ナットの設置手間を省くことができ、ALCパネルの取付コストを劇的に下げることが可能となる手段を提供することを目的とする。
However, this method also has the following problems. In other words, the use of pipe anchors and eyebolts has the effect of preventing the finish from being damaged, but in this case, the panel's own weight is concentrated on the bolts screwed to the mounting anchors, so cracks start from the bolts. There is a difficulty that it is likely to occur.
The present invention solves the above-mentioned difficulties, and in the construction of a finished panel in a narrow area, it can be lifted without damaging the finished surface, and it can prevent cracks due to concentrated loads on the mounting bolts, It is an object of the present invention to provide a means that can save labor for installing a mounting nut and a lifting nut and can dramatically reduce the mounting cost of an ALC panel.

上記課題を解決する為に本発明では、断面が水平面と垂直面からなるL字型をなし、前記水平面にはそのほぼ中央に貫通孔を有し、該貫通孔に重なりかつ水平面と直角方向に開口したナットを有し、前記垂直面にはその垂直面と直角方向に伸びるロングナットを有している軽量気泡コンクリートパネル吊り下げ用のアンカー金具を採用した。
また、本発明の軽量気泡コンクリートパネルは、内部に補強鉄筋と吊り下げ用のアンカー金具が埋設された軽量気泡コンクリートパネルであって、該補強鉄筋に前記請求項1に記載のアンカー金具の一部が溶接固定されてなり、該アンカー金具のナットとロングナットとがそれぞれ軽量気泡コンクリートパネルのいずれか一方の端面小口及び平面に垂直となるように埋設されてなることを特徴とする軽量気泡コンクリートパネルとした。
本発明の軽量気泡コンクリートパネルにおいては、前記軽量気泡コンクリートパネル吊り下げ用のアンカー金具のナットとロングナットとが、それぞれ軽量気泡コンクリートパネルのいずれか一方の端面小口及び平面に開口していることが好ましい。
In order to solve the above problems, in the present invention, the cross section has an L-shape having a horizontal plane and a vertical plane, and the horizontal plane has a through hole at substantially the center thereof, and overlaps the through hole in a direction perpendicular to the horizontal plane. An anchor fitting for hanging a lightweight cellular concrete panel having an open nut and a long nut extending in a direction perpendicular to the vertical surface was adopted on the vertical surface.
The lightweight cellular concrete panel of the present invention is a lightweight cellular concrete panel having a reinforcing reinforcing bar and a hanging anchor metal fitting embedded therein, and a part of the anchor metal fitting according to claim 1 on the reinforcing steel reinforcing bar. Is fixed by welding, and the nut and the long nut of the anchor metal fitting are embedded so as to be perpendicular to the edge and the flat surface of either one of the lightweight cellular concrete panel, respectively. It was.
In the lightweight cellular concrete panel of the present invention, the nut and the long nut of the anchor metal fitting for suspending the lightweight cellular concrete panel are respectively open to one end face and a plane of the lightweight cellular concrete panel. preferable.

本発明の軽量気泡コンクリートパネルの吊り上げ方法は、前記に記載の軽量気泡コンクリートパネルに埋設されたアンカー金具のナットにアイボルトを螺合させて締め付け、該アイボルトにシャックルを介してワイヤーを掛けて吊り上げる軽量気泡コンクリートパネルの吊り上げ方法を採用した。
また、本発明の軽量気泡コンクリートパネルの取付方法は、前記に記載の軽量気泡コンクリートパネルに埋設されたアンカー金具のロングナットに、締め付けボルトを使用してパネル取付金具を締め付け、次いで軽量気泡コンクリートパネルを前記の吊り上げ方法で所定の位置まで吊り上げ、前記パネル取付金具をパネル取付用の定規アングルに溶接固定する軽量気泡コンクリートパネルの取付方法である。
The method of lifting a lightweight cellular concrete panel according to the present invention is a lightweight system in which an eyebolt is screwed and tightened to a nut of an anchor fitting embedded in the lightweight cellular concrete panel described above, and a wire is hung on the eyebolt through a shackle. Adopted the method of lifting cellular concrete panels.
In addition, the lightweight cellular concrete panel mounting method of the present invention is the above-described lightweight cellular concrete panel, wherein the panel mounting bracket is fastened to the long nut of the anchor bracket embedded in the lightweight cellular concrete panel described above using a fastening bolt, and then the lightweight cellular concrete panel. Is lifted to a predetermined position by the above lifting method, and the lightweight cellular concrete panel is mounted by welding and fixing the panel mounting bracket to a ruler angle for panel mounting.

本発明に係るアンカー金具によれば、狭小地における仕上げ済みパネルの施工において、その仕上げ面を傷つけずに吊上げることが可能となり、且つ取付用ボルトへの集中荷重による亀裂を防止できるばかりでなく、取付用ナットと吊上げ用ナットを兼ね備えたアンカー金具とすることで、両者の設置手間を省くことができるため、劇的にコストを下げることが可能となる。   According to the anchor fitting according to the present invention, it is possible to lift a finished panel without damaging the finished surface in the construction of a finished panel in a narrow space, and not only can prevent cracking due to concentrated load on the mounting bolt. By using an anchor fitting that has both a mounting nut and a lifting nut, it is possible to save both labor and installation costs, so that the cost can be dramatically reduced.

以下、本発明の実施例を図面によって説明する。
先ず、アンカー金具について説明する。
図1は、本発明のアンカー金具の外観斜視図であり、図2は断面図である。本発明のアンカー金具3は、例えば肉厚が2.3mmで断面が50mm×80mm程度のL字型であり、長さが140mm程度の形状を有し、水平面3aの中心付近には直径13mm程度の貫通孔8が設けられており、その水平面3aの上面には貫通孔8に重なるようにしてM12の吊上げ用のナット7が溶接固定されている。また、垂直面3bの略中心には、M12程度の取付用ロングナット6が溶接固定されている。したがって、吊上げ用のナット7と取付用ロングナット6は、互いに直角方向に開口していることになる。
ここで、アンカー金具の寸法やナットの大きさは、上記例に限らずALCパネルの大きさに応じて適宜選択すればよい。
Embodiments of the present invention will be described below with reference to the drawings.
First, the anchor fitting will be described.
FIG. 1 is an external perspective view of the anchor fitting of the present invention, and FIG. 2 is a cross-sectional view. The anchor fitting 3 of the present invention is, for example, an L-shape having a thickness of 2.3 mm and a cross-section of about 50 mm × 80 mm, a length of about 140 mm, and a diameter of about 13 mm near the center of the horizontal plane 3a. A through hole 8 is provided, and a lifting nut 7 of M12 is welded and fixed to the upper surface of the horizontal surface 3a so as to overlap the through hole 8. Further, a mounting long nut 6 of about M12 is welded and fixed to the approximate center of the vertical surface 3b. Therefore, the lifting nut 7 and the mounting long nut 6 are open at right angles to each other.
Here, the dimension of the anchor metal fitting and the size of the nut are not limited to the above example, and may be appropriately selected according to the size of the ALC panel.

次に、上記アンカー金具を補強鉄筋と共にALCパネル母材に埋設してALCパネルを製造する方法について説明する。
図3は、本発明のALCパネルの構造を示す断面図である。
先ず、複数本の補強鉄筋4をALCパネルの長手方向及び幅方向に交差するように並べ、交差部を溶接することにより格子状の鉄筋マットを製作し、2枚の鉄筋マットを所定の間隔を置いて対峙させ、図示省略のスペーサーで連結して鉄筋籠を製作する。
Next, a method for manufacturing an ALC panel by embedding the anchor fitting together with a reinforcing steel bar in an ALC panel base material will be described.
FIG. 3 is a cross-sectional view showing the structure of the ALC panel of the present invention.
First, a plurality of reinforcing reinforcing bars 4 are arranged so as to intersect in the longitudinal direction and the width direction of the ALC panel, and a lattice-shaped reinforcing bar mat is manufactured by welding the intersecting portions, and the two reinforcing bar mats are spaced at a predetermined interval. Place them to face each other and connect them with a spacer (not shown) to make a reinforcing bar.

次に、アンカー金具3の垂直面3bの外側面を室外側補強鉄筋4aに当接させ、その補強鉄筋4aと接する部位を溶接してアンカー金具3を補強鉄筋4に固定する。この時、アンカー金具3はALCパネル5の上部幅中心位置に設置する。長さ方向については、例えば、吊上げ用のナット7の上部開口が短辺小口5aから約10mm程度の所に、位置するようにする。また、厚さ方向については、ALCパネル5の表面5cから10mm程度の位置に取付用ロングナット6の先端が位置するようにする。
この時、取付用ロングナット6の先端の開口部、及び吊上げ用ナット7の先端の開口部には、円柱状の発泡スチロール栓を挿入しておき、後述するALCスラリーが取付用ロングナット6,吊上げ用ナット7および貫通口8内へ充填されるのを防止する。
Next, the outer surface of the vertical surface 3b of the anchor fitting 3 is brought into contact with the outdoor reinforcing reinforcing bar 4a, and the portion in contact with the reinforcing reinforcing bar 4a is welded to fix the anchor fitting 3 to the reinforcing reinforcing bar 4. At this time, the anchor fitting 3 is installed at the center position of the upper width of the ALC panel 5. With respect to the length direction, for example, the upper opening of the lifting nut 7 is positioned at a position about 10 mm from the short side edge 5a. Further, in the thickness direction, the tip of the mounting long nut 6 is positioned at a position of about 10 mm from the surface 5c of the ALC panel 5.
At this time, a cylindrical foam plug is inserted into the opening at the tip of the mounting long nut 6 and the opening at the tip of the lifting nut 7, and the ALC slurry, which will be described later, is attached to the mounting long nut 6 and the lifting nut. The filling of the nut 7 and the through-hole 8 is prevented.

このように、吊上げ用ナット7の先端の開口部、及び取付用ロングナット6の先端の開口部にかけて、円柱状の発泡スチロール栓を挿入することにより、穿孔位置、穿孔範囲が容易に判断することができるため、後の搾孔作業を大幅に軽減することができる。   In this way, by inserting the cylindrical foam plug into the opening at the tip of the lifting nut 7 and the opening at the tip of the mounting long nut 6, the drilling position and punching range can be easily determined. Therefore, the subsequent squeezing operation can be greatly reduced.

次に、型枠内にアンカー金具付の鉄筋籠を複数セットすると共に、ALCスラリーを注入し、ALC母材にアンカー金具付の補強鉄筋マットを埋設させて固化させる。その後、ALC母材スラリーが半硬化してから、ALC母材を所定の厚さに切断し、更にオートクレーブ養生することにより、図3に示す本発明の補強鉄筋とアンカー金具を埋設したALCパネル1が得られる。   Next, a plurality of reinforcing bar rods with anchor fittings are set in the formwork, and ALC slurry is injected, and a reinforcing reinforcing bar mat with anchor fittings is embedded in the ALC base material and solidified. Then, after the ALC base material slurry is semi-cured, the ALC base material is cut into a predetermined thickness, and further cured by autoclave, whereby the ALC panel 1 in which the reinforcing reinforcing bars and anchor fittings of the present invention shown in FIG. 3 are embedded. Is obtained.

以上のように製造されたALCパネルは、建物の所定位置まで吊り上げて建物躯体に取り付ける。
図4は本発明で使用する専用取付金物の外観斜視図である。
この専用取付金物11は、ほぼ上半分が垂直部12と水平部13に分割されて断面T字状に折り曲げられており、下半分の垂直部12の中央に長穴15を有するものであって、鋼板を切り抜いて折り曲げ加工して成形されている。中央の長穴15は取付ボルトを挿入するものであって、スリットとしても良い。
水平部13には、ALCパネルを吊り上げるためのアイボルトを貫通させる開口部14が設けてある。
The ALC panel manufactured as described above is lifted to a predetermined position of the building and attached to the building frame.
FIG. 4 is an external perspective view of a dedicated mounting hardware used in the present invention.
The dedicated mounting hardware 11 has a substantially upper half divided into a vertical portion 12 and a horizontal portion 13 and is bent into a T-shaped cross section, and has a long hole 15 at the center of the lower half vertical portion 12. The steel plate is cut out and bent to form. The central elongated hole 15 is for inserting a mounting bolt, and may be a slit.
The horizontal portion 13 is provided with an opening 14 through which an eyebolt for lifting the ALC panel passes.

図5はALCパネルを吊り上げて建物躯体に取り付ける状態を示す断面図である。
先ず図5のように本発明によるALCパネル1の室内側表面1cよりアンカー金具3の取付用ロングナット6に達するまで取付ボルト挿入孔9を所定の寸法に穿孔する。次に、専用取付金具11を固定するための取付用ボルト10を、自重受けを兼ねた専用取付金物11の垂直面12に設けた長穴15を貫通させて、ALCパネル1中に埋設されている取付用ロングナット6に螺合させて締め付け、専用取付金物11をALCパネル1に固定する。
FIG. 5 is a cross-sectional view showing a state in which the ALC panel is lifted and attached to the building frame.
First, as shown in FIG. 5, the mounting bolt insertion hole 9 is drilled to a predetermined size from the indoor surface 1c of the ALC panel 1 according to the present invention until it reaches the long nut 6 for mounting the anchor fitting 3. Next, a mounting bolt 10 for fixing the dedicated mounting bracket 11 is embedded in the ALC panel 1 through a long hole 15 provided in the vertical surface 12 of the dedicated mounting hardware 11 that also serves as a weight receiver. The dedicated mounting hardware 11 is fixed to the ALC panel 1 by screwing and tightening to the mounting long nut 6.

さらに、ALCパネル1上部の小口面1aからアンカー金具3の吊上げ用ナット7に達するまで所定寸法のアイボルト挿入孔16を穿孔する。
次いで、ALCパネル吊上げ用のアイボルト24を、専用取付金物11の水平面13の開口部14を貫通させて、吊上げ用ナット7に螺合させて締め付ける。この状態から、アイボルト24にシャックルを介してワイヤーを掛け、所定の位置まで吊上げる。専用取付金物11を構造躯体17に設けたALCパネル取付け用の下地アングル18に当接させた後、両者を溶接して固定する。取付後は吊上げ用のアイボルト24は取り除かれる。アンカー金具3はALCパネル内に残っている。
このようにして順次所定のALCパネルを吊り上げて下地アングル18に固定することにより、建物の壁構造を施工構築する。
Further, an eyebolt insertion hole 16 having a predetermined size is drilled from the small edge surface 1 a at the top of the ALC panel 1 until reaching the lifting nut 7 of the anchor fitting 3.
Next, the eye bolt 24 for lifting the ALC panel is passed through the opening 14 of the horizontal surface 13 of the dedicated mounting hardware 11 and screwed into the lifting nut 7 to be tightened. From this state, a wire is hung on the eyebolt 24 via a shackle, and the eyebolt 24 is lifted to a predetermined position. After the dedicated mounting hardware 11 is brought into contact with the base angle 18 for mounting the ALC panel provided on the structural housing 17, both are welded and fixed. After installation, the lifting eyebolt 24 is removed. The anchor fitting 3 remains in the ALC panel.
In this manner, a predetermined ALC panel is sequentially lifted and fixed to the base angle 18 to construct and build the wall structure of the building.

このようにして本発明のアンカー金具を使用してALCパネルを吊り上げ、所定位置に固定していけば、狭小地における施工においてパネルの仕上げ面を傷つけることなく吊上げることができ、且つ取付用ボルトへの集中荷重による亀裂を防止できるばかりでなく、取付用ナットと吊上げ用ナットを兼ね備えたアンカー金具を使用することで、両者の設置手間を省力することができるため、劇的にコストを下げることが可能となる。   Thus, if the ALC panel is lifted using the anchor fitting of the present invention and fixed at a predetermined position, it can be lifted without damaging the finished surface of the panel in construction in a narrow area, and the mounting bolt In addition to preventing cracks due to concentrated loads on the arm, the use of anchor brackets that have both mounting nuts and lifting nuts saves labor for both installations, dramatically reducing costs. Is possible.

本発明に係る実施形態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 the embodiment concerning the present invention. 本発明に係る実施形態のアンカー金具の断面図である。It is sectional drawing of the anchor metal fitting of embodiment which concerns on this invention. 本発明の補強鉄筋とアンカー金具を埋設したALCパネルの断面図である。It is sectional drawing of the ALC panel which embed | buried the reinforcing bar and anchor metal fitting of this invention. 本発明で使用する専用取付金物の外観斜視図である。It is an external appearance perspective view of the exclusive attachment hardware used by this invention. 本発明のALCパネルを吊り上げて建物躯体に取り付ける状態を示す断面図である。It is sectional drawing which shows the state which lifts and attaches the ALC panel of this invention to a building frame. 従来のALCパネルの吊上げ方法の一例を示す図である。It is a figure which shows an example of the lifting method of the conventional ALC panel. 従来のALCパネルの吊上げ方法の他の例を示す図である。It is a figure which shows the other example of the lifting method of the conventional ALC panel.

符号の説明Explanation of symbols

1 補強鉄筋及びアンカー金具を埋設したALCパネル
3 アンカー金具
4 補強鉄筋
5 軽量気泡コンクリートパネル
6 取付用ロングナット
7 吊上げ用ナット
8 貫通口
9 取付ボルト挿入孔
10 取付用ボルト
11 専用取付金物
12 垂直面
13 水平面
14 開口部
15 長穴
16 アイボルト挿入孔
17 構造躯体
18 下地アングル
20 ナイロンスリング
21 パイプアンカー
22 パネル取付用ボルト
23 パネル取付金具
24 吊上げ用アイボルト
25 シャックル
26 ワイヤー
DESCRIPTION OF SYMBOLS 1 Reinforcement bar and ALC panel which embedded anchor metal fittings 3 Anchor metal fittings 4 Reinforcement reinforcement 5 Lightweight cellular concrete panel 6 Installation long nut 7 Lifting nut 8 Through-hole 9 Installation bolt insertion hole 10 Installation bolt 11 Dedicated attachment metal 12 Vertical surface 13 Horizontal plane 14 Opening 15 Long hole 16 Eye bolt insertion hole 17 Structure housing 18 Base angle 20 Nylon sling 21 Pipe anchor 22 Panel mounting bolt 23 Panel mounting bracket 24 Lifting eye bolt 25 Shackle 26 Wire

Claims (5)

軽量気泡コンクリートパネル内部に埋設されるアンカー金具であって、断面が水平面と垂直面からなるL字型をなし、前記水平面にはそのほぼ中央に貫通孔を有し、該貫通孔に重なりかつ水平面と直角方向に開口したナットを有し、前記垂直面にはその垂直面と直角方向に伸びるロングナットを有していることを特徴とする軽量気泡コンクリートパネル吊り下げ用のアンカー金具。   An anchor fitting embedded in a lightweight cellular concrete panel having a L-shaped cross section having a horizontal plane and a vertical plane. The horizontal plane has a through hole at substantially the center thereof and overlaps the through hole. An anchor fitting for hanging a lightweight cellular concrete panel, comprising: a nut that opens in a direction perpendicular to the vertical plane; and a long nut that extends in a direction perpendicular to the vertical plane on the vertical plane. 内部に補強鉄筋と吊り下げ用のアンカー金具が埋設された軽量気泡コンクリートパネルであって、該補強鉄筋に前記請求項1に記載のアンカー金具の一部が溶接固定されてなり、該アンカー金具のナットとロングナットとがそれぞれ軽量気泡コンクリートパネルのいずれか一方の端面小口及び平面に垂直となるように埋設されてなることを特徴とする軽量気泡コンクリートパネル。   A lightweight cellular concrete panel having a reinforcing reinforcing bar and a hanging anchor fitting embedded therein, wherein a part of the anchor fitting according to claim 1 is welded and fixed to the reinforcing reinforcing bar. A lightweight cellular concrete panel, wherein a nut and a long nut are respectively embedded so as to be perpendicular to a small edge and a plane of one of the lightweight cellular concrete panels. 前記軽量気泡コンクリートパネル吊り下げ用のアンカー金具のナットとロングナットとが、それぞれ軽量気泡コンクリートパネルのいずれか一方の端面小口及び平面に開口していることを特徴とする請求項2に記載の軽量気泡コンクリートパネル。   The lightweight lightweight concrete panel according to claim 2, wherein a nut and a long nut of the anchor metal fitting for suspending the lightweight cellular concrete panel are opened to one end face and a plane of the lightweight cellular concrete panel, respectively. Aerated concrete panel. 前記請求項2又は3に記載の軽量気泡コンクリートパネルに埋設されたアンカー金具のナットにアイボルトを螺合させて締め付け、該アイボルトにシャックルを介してワイヤーを掛けて吊り上げることを特徴とする軽量気泡コンクリートパネルの吊り上げ方法。   A lightweight cellular concrete characterized in that an eyebolt is screwed into a nut of an anchor metal fitting embedded in the lightweight cellular concrete panel according to claim 2 or 3 and tightened, and a wire is hung on the eyebolt through a shackle. Panel lifting method. 前記請求項2又は3に記載の軽量気泡コンクリートパネルに埋設されたアンカー金具のロングナットに、締め付けボルトを使用してパネル取付金具を締め付け、次いで軽量気泡コンクリートパネルを前記請求項4に記載の吊り上げ方法で所定の位置まで吊り上げ、前記パネル取付金具をパネル取付用の定規アングルに溶接固定することを特徴とする軽量気泡コンクリートパネルの取付方法。   A panel mounting bracket is fastened to a long nut of an anchor bracket embedded in the lightweight cellular concrete panel according to claim 2 or 3 using a fastening bolt, and then the lightweight cellular concrete panel is lifted according to claim 4. A method for attaching a lightweight cellular concrete panel, wherein the panel mounting bracket is welded and fixed to a ruler angle for panel installation by lifting the panel to a predetermined position.
JP2007129770A 2007-05-15 2007-05-15 Anchor metal fitting, autoclaved lightweight concrete panel, method of lifting autoclaved lightweight concrete panel, and method of mounting autoclaved lightweight concrete panel Pending JP2008285832A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022063731A (en) * 2020-10-12 2022-04-22 住友金属鉱山シポレックス株式会社 Method for punching concrete panel, and embedded hardware for concrete panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022063731A (en) * 2020-10-12 2022-04-22 住友金属鉱山シポレックス株式会社 Method for punching concrete panel, and embedded hardware for concrete panel

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