JP2010265632A - Implement for mounting wall panel - Google Patents

Implement for mounting wall panel Download PDF

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JP2010265632A
JP2010265632A JP2009116553A JP2009116553A JP2010265632A JP 2010265632 A JP2010265632 A JP 2010265632A JP 2009116553 A JP2009116553 A JP 2009116553A JP 2009116553 A JP2009116553 A JP 2009116553A JP 2010265632 A JP2010265632 A JP 2010265632A
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wall panel
base metal
screw
mounting
panel
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JP5313039B2 (en
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Shinji Hayashi
真嗣 林
Ryohei Shimizu
良平 清水
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Asahi Kasei Construction Materials Corp
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Asahi Kasei Construction Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an implement for mounting a wall panel, which decrease a shear force applied to a fastening member, by enhancing the property of making a mounting bracket follow a substrate fitting. <P>SOLUTION: This implement 10 for mounting the wall panel is used to mount a wall panel 1 on the substrate fitting 7A which is fixed to a structural skeleton 3. The implement 10 includes the mounting bracket 19A which comprises a panel mounting portion 23 bolted to the wall panel 1 and a sandwich portion 19c for sandwiching the substrate fittings 7A and 7B between itself and the wall panel 1, and a screw 25 which is inserted into the insertion hole 19e provided in the sandwich portion 19c and which penetrates through the substrate fitting 7A; and only the front end T of the sandwich portion 19c of the mounting bracket 19A is pressure-bonded to the substrate fitting 7A. By pressure-bonding only the front end T of the sandwich portion 19c of the zigzag plate 19A, the frictional resistance of the sandwich portion 19c to the substrate fitting 7A is increased; and the shear force acting on the screw 25 can be decreased through the cooperation between the zigzag plate 19A and the substrate fitting 7A. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、軽量気泡コンクリートパネル等の壁パネルを、略L字形鋼材等からなる下地金物に取り付けるための壁パネル取付具に関する。   The present invention relates to a wall panel fixture for attaching a wall panel such as a lightweight cellular concrete panel to a base metal made of a substantially L-shaped steel material or the like.

鉄骨造(S造)や鉄筋コンクリート造(RC造)の建物における壁パネルの取付け構造としては、壁パネル取付け位置の上下で構造躯体に固定された下地金物間に壁パネルが取り付けられる場合がある。この種の壁パネルの取付け構造では、稲妻プレートなどの取付金物を壁パネルの所定位置に取り付け、取付金物が取り付けられた壁パネルを下地金物間に建て込んで取り付けていく。このような壁パネルの取付け構造に利用される壁パネル取付具としては、例えば、特許文献1に記載の技術が知られている。
平板をプレス成形してなるこの取付金具は、壁パネルにボルト止めされるパネル取付部と、壁パネルとで下地金物を挟持する挟持部とを有している。この取付金具の挟持部の裏面は、ボルトを締め込むことで下地金物に押し当てられ、パネル取付部の裏面もボルトを締め込むことで壁パネルに押し当てられる。ボルト締め完了後、取付金物の挟持部を貫通するようにアンカーピン(締結部材)を下地金物に打ち込んで、取付金具と下地金物との一体化を図っている。
As a wall panel mounting structure in a steel structure (S structure) or reinforced concrete (RC structure) building, there are cases where the wall panel is mounted between base metal fixtures fixed to the structural frame above and below the wall panel mounting position. In this type of wall panel mounting structure, a mounting hardware such as a lightning plate is mounted at a predetermined position of the wall panel, and the wall panel to which the mounting hardware is mounted is installed between the base hardware. As a wall panel fixture used for such a wall panel mounting structure, for example, a technique described in Patent Document 1 is known.
This mounting bracket formed by press-molding a flat plate has a panel mounting portion that is bolted to the wall panel, and a clamping portion that clamps the base metal with the wall panel. The back surface of the holding portion of the mounting bracket is pressed against the base metal by tightening the bolt, and the back surface of the panel mounting portion is also pressed against the wall panel by tightening the bolt. After the completion of the bolt tightening, an anchor pin (fastening member) is driven into the base metal so as to pass through the holding part of the mounting metal, so that the mounting bracket and the base metal are integrated.

特開2003−96955号公報JP 2003-96955 A

しかしながら、取付金具のパネル取付部の裏面と挟持部の裏面とは、下地金物の厚みと略同一の段差をもって互いに略平行に延在しているので、下地金物の表面と挟持部の裏面とは面接触状態になっており、強風や地震などが起こり、複数階の建物で層間変位が生じると、面内方向において、下地金物は構造躯体に追従して変位するが、壁パネルはその場所に留まろうとするので、下地金物と壁パネルとの変位量の差によって、取付金具を止めるために利用されるボルトやアンカーピン(締結部材)に対して大きな剪断力が発生する。このとき、取付金具はボルトによって壁パネルにしっかりと固定されているので、アンカーピン(締結部材)の方に非常に大きな剪断力が作用して、アンカーピンを破損させてしまう虞があるといった問題点があった。
アンカーピンに大きな剪断力が連続的又は断続的に作用し続けると、アンカーピンの破断、曲がり、抜けが発生し易く、この対策として、アンカーピンの本数を増やすか、剪断強度の高い材質のアンカーピンを利用する必要があり、このことは、コストアップや作業性の低下を招来するものである。
However, since the back surface of the panel mounting portion of the mounting bracket and the back surface of the clamping portion extend substantially in parallel with each other with a step substantially the same as the thickness of the base metal, the surface of the base metal and the back surface of the clamping portion are If the surface is in contact, strong winds, earthquakes, etc. cause interlaminar displacement in a multi-storey building, the underlying hardware will displace following the structural frame in the in-plane direction, but the wall panel will be in that location. Since it tries to stay, a large shearing force is generated on the bolts and anchor pins (fastening members) used to stop the mounting bracket due to the difference in displacement between the base metal and the wall panel. At this time, since the mounting bracket is firmly fixed to the wall panel by the bolt, there is a possibility that the anchor pin may be damaged due to a very large shearing force acting on the anchor pin (fastening member). There was a point.
If a large shearing force continues to act on the anchor pin continuously or intermittently, the anchor pin is likely to break, bend or come off. As a countermeasure, increase the number of anchor pins or anchors made of a material with high shear strength. It is necessary to use pins, which leads to an increase in cost and a decrease in workability.

本発明は、下地金物に対する取付金具の追従性を高めて、締結部材に加わる剪断力を低減させるようにした壁パネル取付具を提供することを目的とする。   An object of this invention is to provide the wall panel fixture which improved the followable | trackability of the attachment metal fitting with respect to a base metal fitting, and reduced the shear force added to a fastening member.

本発明は、構造躯体に固定された下地金物に壁パネルを取り付けるための壁パネル取付具において、
壁パネルにボルト止めされるパネル取付部と、壁パネルとで下地金物を挟持する挟持部とを有する取付金物と、
挟持部及び下地金物を貫通する締結部材とを備え、
取付金物の挟持部の前端のみが下地金物に圧着されることを特徴とする。
The present invention relates to a wall panel fixture for attaching a wall panel to a base metal fixture fixed to a structural housing.
A mounting hardware having a panel mounting portion that is bolted to the wall panel, and a clamping portion that clamps the base metal hardware with the wall panel;
A clamping member and a fastening member that penetrates the base hardware,
Only the front end of the clamping part of the mounting hardware is crimped to the base metal.

この壁パネル取付具においては、取付金物の挟持部の前端のみを下地金物に圧着させることで、下地金物に対する挟持部の摩擦抵抗を安定的に得て、これによって、強風や地震などで、下地金物や壁パネルが揺れた場合でも、下地金物に対する取付金具の追従性を高めることができる。その結果として、取付金具と下地金物との協働によって締結部材に作用する剪断力を低減させることができ、締結部材の本数を増やしたり、剪断強度の高い材質を使用したり、挟持部を下地金物に溶接するといった対策が不要になるため、コストアップや作業性の低下をもたらすことがない。   In this wall panel fixture, only the front end of the clamping part of the mounting hardware is pressure-bonded to the base metal, so that the frictional resistance of the clamping part against the base metal can be stably obtained. Even when the hardware or wall panel shakes, the followability of the mounting bracket to the base hardware can be improved. As a result, the shearing force acting on the fastening member can be reduced by the cooperation of the mounting bracket and the base hardware, increasing the number of fastening members, using a material with high shear strength, Since measures such as welding to hardware are not required, there is no increase in cost or workability.

また、締結部材は、ビスであると好適である。
このような構成を採用すると、ビスが下地金物に螺合される際、下地金物から発生する切粉が、挟持部と下地金物との隙間に入り込むことになるので、隙間の部分で切粉がビスに付着し、これによって、ビスの緩み防止が達成される。さらに、隙間に入った切粉は、取付金具の摩擦抵抗の増大にも寄与する。
The fastening member is preferably a screw.
When such a configuration is adopted, when the screw is screwed into the base metal, the chips generated from the base metal enter the gap between the sandwiching portion and the base metal, so that the chips are generated at the gap. It adheres to the screw, thereby preventing the screw from loosening. Furthermore, the chips that enter the gap contribute to an increase in the frictional resistance of the mounting bracket.

また、挟持部は、下地金物の取付金具装着面に対し所定の角度をもって延在していると好適である。
このような構成を採用すると、挟持部に弾発力を発生させ易く、これによって、取付金物の挟持部の前端を下地金物に、しっかりと且つ確実に圧着させた状態で維持させておくことができる。
In addition, it is preferable that the clamping portion extends at a predetermined angle with respect to the mounting bracket mounting surface of the base hardware.
By adopting such a configuration, it is easy to generate a resilient force in the clamping part, and thereby, it is possible to keep the front end of the clamping part of the mounting hardware firmly and securely crimped to the base hardware. it can.

また、角度は、約0.3度〜約1.5度であると好適である。
このような構成は、挟持部が下地金物からあまり離れ過ぎず、しかも、挟持部と下地金物との隙間に入り込んだ切粉を滞留させ易い。
The angle is preferably about 0.3 degrees to about 1.5 degrees.
With such a configuration, the sandwiching portion is not so far away from the base hardware, and the chips that have entered the gap between the sandwiching portion and the base hardware are easily retained.

また、パネル取付部は、壁パネルの取付金具装着面に対して所定の角度をもって延在していると好適である。
このような構成を採用すると、パネル取付部に弾性力を発生させ易く、これによって、ナットを緩み難くすることができる。
Further, it is preferable that the panel mounting portion extends at a predetermined angle with respect to the mounting bracket mounting surface of the wall panel.
If such a structure is employ | adopted, it will be easy to generate | occur | produce an elastic force in a panel attaching part, and, thereby, can make it difficult to loosen a nut.

本発明によれば、下地金物に対する取付金具の追従性を高めて、締結部材に加わる剪断力を低減させることができる。   ADVANTAGE OF THE INVENTION According to this invention, the followable | trackability of the attachment metal fitting with respect to a base metal can be improved, and the shearing force added to a fastening member can be reduced.

ALCパネルが下地金物に取り付けられた状態を示す斜視図である。It is a perspective view which shows the state in which the ALC panel was attached to the base metal. ALCパネルの下部における取付け構造を示す断面図である。It is sectional drawing which shows the attachment structure in the lower part of an ALC panel. ALCパネルの上部における取付け構造を示す断面図である。It is sectional drawing which shows the attachment structure in the upper part of an ALC panel. 本発明に係る壁パネル取付具に適用されるビスの正面図である。It is a front view of the screw applied to the wall panel fixture which concerns on this invention. 本発明に係る壁パネル取付具に適用される稲妻プレートを示し、(a)は平面図、(b)は(a)のb−b線に沿った断面図である。The lightning plate applied to the wall panel fixture which concerns on this invention is shown, (a) is a top view, (b) is sectional drawing along the bb line of (a). ALCパネルに取付金物を組み付ける際の状態を示す分解斜視図である。It is a disassembled perspective view which shows the state at the time of attaching an attachment metal fitting to an ALC panel. ALCパネルを下地金物に取り付ける際の状態を示す斜視図である。It is a perspective view which shows the state at the time of attaching an ALC panel to a base metal. 稲妻プレートと下地金物との関係を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the relationship between a lightning plate and a base metal fitting. 稲妻プレートの変形例を示す断面図である。It is sectional drawing which shows the modification of a lightning plate.

以下、図面を参照しつつ本発明に係る壁パネル取付具の好適な実施形態について詳細に説明する。   Hereinafter, a preferred embodiment of a wall panel fixture according to the present invention will be described in detail with reference to the drawings.

図1に示すように、壁パネルに相当する軽量気泡コンクリート(Autoclaved Light-weight Concrete)パネル(以下、「ALCパネル」という)1は、鉄筋コンクリート(Reinforced-Concrete)造の構造躯体3の所定位置に順次建て込まれ、専用の稲妻プレート19A,19B及びビス25を介して上下に配置された下地金物7A,7Bに取り付けられている。   As shown in FIG. 1, an autoclaved light-weight concrete panel (hereinafter referred to as “ALC panel”) 1 corresponding to a wall panel is placed at a predetermined position of a reinforced concrete (Reinforced-Concrete) structural frame 3. It is built in one after another and is attached to the base metal objects 7A and 7B arranged vertically via dedicated lightning plates 19A and 19B and screws 25.

稲妻プレート19A,19Bは取付金物に相当し、ビス25は締結部材に相当し、壁パネル取付具10は、稲妻プレート19A,19Bとビス25とによって構成されている。そして、取付け構造9A,9Bにあっては、構造躯体3に固定された下地金物7A,7Bに壁パネル取付具10を介してALCパネル1が取り付けられている構造をいう。   The lightning plates 19A and 19B correspond to mounting hardware, the screws 25 correspond to fastening members, and the wall panel mounting tool 10 is composed of lightning plates 19A and 19B and screws 25. The attachment structures 9A and 9B are structures in which the ALC panel 1 is attached to the base metal parts 7A and 7B fixed to the structure housing 3 via the wall panel attachment 10.

下地金物7A,7Bは、構造躯体3に形成された開口の床側の下部及び天井側の上部に沿って配置されており、構造躯体3に埋め込まれた鋼材に溶接されるなどして固定されている。下地金物7A,7B(図2及び図3参照)は略L字形鋼材からなり、構造躯体3に当接する水平辺7aと、水平辺7aから立設された垂直辺7bとを有する。   The base metal parts 7A and 7B are arranged along the lower part on the floor side and the upper part on the ceiling side of the opening formed in the structural case 3, and are fixed by welding or the like to the steel material embedded in the structural case 3. ing. The base metal parts 7A and 7B (see FIGS. 2 and 3) are made of a substantially L-shaped steel material, and have a horizontal side 7a that abuts the structural housing 3 and a vertical side 7b that stands upright from the horizontal side 7a.

まず、下側の下地金物7AへのALCパネル1の取付け構造9Aについて説明する。図2に示されるように、下地金物7Aの水平辺7a上には、ロッキングスペーサ11を介してALCパネル1が載置されており、垂直辺7bはALCパネル1の裏面1aの取付金具装着面P2に当接している。   First, the attachment structure 9A of the ALC panel 1 to the lower base metal 7A will be described. As shown in FIG. 2, the ALC panel 1 is placed on the horizontal side 7a of the base metal 7A via a locking spacer 11, and the vertical side 7b is a mounting bracket mounting surface of the back surface 1a of the ALC panel 1. It is in contact with P2.

ALCパネル1には、リング状の頭部13aを有するボルト13が固定されており、ボルト13の軸部13bがALCパネル1の裏面1aの取付金具装着面P2から突き出している。なお、ボルト13は、ALCパネル1に形成された穴6内に頭部13a側が挿入され(図6参照)、差込み穴8内に頭部13aを交差するように挿入された鋼棒15によって抜けないように固定されている。   A bolt 13 having a ring-shaped head portion 13 a is fixed to the ALC panel 1, and a shaft portion 13 b of the bolt 13 protrudes from the mounting bracket mounting surface P <b> 2 on the back surface 1 a of the ALC panel 1. The bolt 13 is inserted into the hole 6 formed in the ALC panel 1 on the head 13a side (see FIG. 6), and is pulled out by the steel rod 15 inserted so as to intersect the head 13a in the insertion hole 8. It is fixed so that there is no.

ボルト13の軸部13bには、稲妻プレート19Aが組み付けられている。稲妻プレート19Aは、軸部13bが通されてALCパネル1の裏面1aの取付金具装着面P2に当接する。なお、本実施形態では、稲妻プレート19AがALCパネル1の裏面1aの取付金具装着面P2に当接するが、稲妻プレートとALCパネル1との間で別体のプレートを挟むような態様であってもよい。   A lightning plate 19 </ b> A is assembled to the shaft portion 13 b of the bolt 13. The lightning plate 19 </ b> A passes through the shaft portion 13 b and comes into contact with the mounting bracket mounting surface P <b> 2 on the back surface 1 a of the ALC panel 1. In the present embodiment, the lightning plate 19A is in contact with the mounting bracket mounting surface P2 on the back surface 1a of the ALC panel 1, but a separate plate is sandwiched between the lightning plate and the ALC panel 1. Also good.

図5に示すように、稲妻プレート19Aは、略矩形で平板状の鋼材のプレス加工により成形され、中央部分に段差19aが形成されるような加工が施されている。段差19aを挟んで一方側がALCパネル1にボルト止めされるパネル取付部19bであり、他方側がALCパネル1とで下地金物7Aを挟持する挟持部19cである。   As shown in FIG. 5, the lightning plate 19 </ b> A is formed by pressing a substantially rectangular and flat steel material, and is processed so that a step 19 a is formed at the center. One side is a panel mounting portion 19b that is bolted to the ALC panel 1 across the step 19a, and the other side is a clamping portion 19c that clamps the base metal 7A with the ALC panel 1.

パネル取付部19bには、ボルト13の軸部13bが挿通する孔19dが形成されている。パネル取付部19bから突き出た軸部13bにはナット21が螺合し、ナット21の締め付けによって、稲妻プレート19AがALCパネル1側に押圧されて固定される。挟持部19cには、ビス25が貫通する挿通孔19eが形成されている。さらに、挟持部19cの端部には、作業性を高めるために角が落とされた隅切り部19fが形成されている。   The panel attachment portion 19b is formed with a hole 19d through which the shaft portion 13b of the bolt 13 is inserted. A nut 21 is screwed into the shaft portion 13b protruding from the panel mounting portion 19b, and by tightening the nut 21, the lightning plate 19A is pressed and fixed to the ALC panel 1 side. An insertion hole 19e through which the screw 25 passes is formed in the clamping part 19c. Furthermore, a corner cut portion 19f with a corner dropped to improve workability is formed at the end of the clamping portion 19c.

さらに、図5及び図8に示すように、挟持部19cは、下地金物7Aの取付金具装着面P1に対して、いわゆる「先すぼみ」のような状態で、角度α1で直線的に延在し、この角度α1は、約0.3度〜約1.5度である。そして、挟持部19cの裏面側の先端Tの高低差Lは、下地金物7Aの厚みよりも僅かに小さい。また挟持部19cの裏面側の付根T’の高低差L’は、下地金物7Aの厚みと等しいか僅かに大きい。挟持部19cをこのように構成することで、挟持部19cにおいて前端Tのみを下地金物7Aの取付金具装着面P1に圧着させることができる。   Further, as shown in FIGS. 5 and 8, the holding portion 19c extends linearly at an angle α1 in a state of a so-called “tip recess” with respect to the mounting bracket mounting surface P1 of the base metal 7A. The angle α1 is about 0.3 degrees to about 1.5 degrees. The height difference L of the tip T on the back surface side of the sandwiching portion 19c is slightly smaller than the thickness of the base metal 7A. Further, the height difference L ′ of the root T ′ on the back surface side of the clamping portion 19 c is equal to or slightly larger than the thickness of the base metal 7 </ b> A. By configuring the clamping part 19c in this way, only the front end T can be crimped to the mounting bracket mounting surface P1 of the base metal 7A in the clamping part 19c.

図4に示されるように、ビス25は、下地金物7Aにタップ加工を施す雄ねじが形成されたねじ部27と、ねじ部27の基端側で挟持部19cに当接する頭部29と、を備えており、さらに、ねじ部27よりも先端側には、下孔を形成するための切刃部31が設けられている。ねじ部27は、ねじ山が不完全な不完全ねじ部27bと、ねじ山が完全な完全ねじ部27aとを有する。なお、ねじ部27と頭部29との間に、ねじ山の無い部分があっても差し支えない。   As shown in FIG. 4, the screw 25 includes a screw portion 27 in which a male screw for tapping the base metal 7 </ b> A is formed, and a head portion 29 that comes into contact with the clamping portion 19 c on the base end side of the screw portion 27. Further, a cutting edge portion 31 for forming a prepared hole is provided on the tip side of the screw portion 27. The screw portion 27 has an incomplete screw portion 27b in which the screw thread is incomplete and a complete screw portion 27a in which the screw thread is complete. Note that there may be a portion without a thread between the screw portion 27 and the head portion 29.

切刃部31は、先端で孔を穿つ尖形部31aと、リーマ部31bとを有する。リーマ部31bは、尖形部31aからねじ部27側に向かって直線状に形成された複数本の刃を有し、尖形部31aで形成された下孔を拡大してねじ部27が進入する下孔を形成する。   The cutting blade part 31 has a pointed part 31a having a hole at the tip and a reamer part 31b. The reamer part 31b has a plurality of blades formed linearly from the pointed part 31a toward the threaded part 27 side, and expands the prepared hole formed by the pointed part 31a so that the threaded part 27 enters. A pilot hole is formed.

切刃部31の有効長さ、すなわち、リーマ部31bの始端からねじ部27の始端までの長さD1は稲妻プレート19Aの挟持部19cの板厚d1及び下地金物7Aの垂直辺7bの板厚d2の合計板厚D2よりも長い。また、ビス25の働き長さ、すなわち、完全ねじ部27aの始端から頭部29までの長さD3は、合計板厚D2よりも長い。   The effective length of the cutting edge portion 31, that is, the length D1 from the start end of the reamer portion 31b to the start end of the screw portion 27 is the thickness d1 of the clamping portion 19c of the lightning plate 19A and the thickness of the vertical side 7b of the base metal 7A. It is longer than the total thickness D2 of d2. Further, the working length of the screw 25, that is, the length D3 from the starting end of the complete screw portion 27a to the head portion 29 is longer than the total plate thickness D2.

ビス25のねじ部27は、挟持部19c及び下地金物7Aの垂直辺7bを貫通し、下地金物7Aに螺合している。ビス25の締め付けによって、稲妻プレート19Aと下地金物7Aとが強固に取付けられて、その結果として、ALCパネル1は稲妻プレート19Aを介して下地金物7Aに取り付けられている。   The screw portion 27 of the screw 25 passes through the clamping portion 19c and the vertical side 7b of the base metal 7A and is screwed to the base metal 7A. By tightening the screws 25, the lightning plate 19A and the base metal 7A are firmly attached. As a result, the ALC panel 1 is attached to the base metal 7A via the lightning plate 19A.

ビス25の切刃部31の有効長さD1は、稲妻プレート19Aの稲妻プレート19Aの板厚d1及び下地金物7Aの板厚d2の合計板厚D2よりも長くなっている。切刃部31の有効長さD1が合計板厚D2よりも長いことで奏される効果について説明する。   The effective length D1 of the cutting edge 31 of the screw 25 is longer than the total thickness D2 of the thickness d1 of the lightning plate 19A of the lightning plate 19A and the thickness d2 of the base metal 7A. The effect produced by the effective length D1 of the cutting blade part 31 being longer than the total plate thickness D2 will be described.

ビス25の切刃部31が下地金物7AおよびALCパネル1に当接して下孔を形成する際には、ビス25が空回りしたり、また、空回りしないまでもリード分の進行距離が得られなかったりする。この状態で、稲妻プレート19Aとねじ部27とが螺合していると、ビス25の空回り等によって稲妻プレート19Aにはビス25の後退方向に力が作用し、下地金物7A,7Bに対して浮き上がる虞がある。   When the cutting edge 31 of the screw 25 contacts the base metal 7A and the ALC panel 1 to form a pilot hole, the travel distance of the lead cannot be obtained even if the screw 25 is idle or does not idle. Or In this state, if the lightning plate 19A and the screw portion 27 are screwed together, a force acts on the lightning plate 19A in the backward direction of the screw 25 due to the idle rotation of the screw 25, and the like against the base hardware 7A and 7B. There is a risk of floating.

しかしながら、本実施形態では、切刃部31の有効長さD1が稲妻プレート19Aの板厚d1及び下地金物7Aの板厚d2との合計板厚D2よりも長いため、ビス25が空回り等しても、その位置では、ねじ部27が稲妻プレート19Aと螺合しておらず、結果として、稲妻プレート19Aの浮き上がりを抑止して稲妻プレート19Aを下地金物7Aに強固に、且つ安定した状態に取り付けることが可能になる。   However, in the present embodiment, since the effective length D1 of the cutting edge portion 31 is longer than the total thickness D2 of the thickness d1 of the lightning plate 19A and the thickness d2 of the base metal 7A, the screw 25 is idle. However, at that position, the screw portion 27 is not screwed with the lightning plate 19A, and as a result, the lightning plate 19A is restrained from being lifted, and the lightning plate 19A is firmly and stably attached to the base metal 7A. It becomes possible.

さらに、稲妻プレート19Aの挟持部19cには、ビス25が挿通される挿通孔19eが予め形成されている。従って、稲妻プレート19Aへの孔あけ加工やタップ加工を軽減でき、これらの加工に要する余計な捻りトルクが不要になるため、作業性を向上させることができる。   Further, an insertion hole 19e through which the screw 25 is inserted is formed in advance in the holding portion 19c of the lightning plate 19A. Therefore, drilling and tapping in the lightning plate 19A can be reduced, and unnecessary twisting torque required for these processes is not required, so that workability can be improved.

切刃部31で下孔を形成した後、ビス25の進行に伴ってねじ部27が下孔の周囲に雌ねじを切りながら螺合し、ビス25の頭部29は、稲妻プレート19Aに当接して稲妻プレート19Aを下地金物7A側に押圧する。その結果、下地金物7Aに稲妻プレート19Aが強固に取り付けられた状態になり、ALCパネル1の下地金物7Aへの取り付けが完了する。   After the pilot hole is formed by the cutting blade portion 31, the screw portion 27 is screwed around the lower hole as the screw 25 advances, and the head portion 29 of the screw 25 comes into contact with the lightning plate 19A. The lightning plate 19A is pressed against the base metal 7A side. As a result, the lightning plate 19A is firmly attached to the base metal 7A, and the attachment of the ALC panel 1 to the base metal 7A is completed.

なお、稲妻プレート19Aの板厚d1と下地金物7Aの板厚d2との合計板厚D2は、ビス25の働き長さD3よりも薄いため、ビス25をねじ込んだ際に、ねじ部27が下地金物7Aまで確実に到達して螺合することになり、ビス25の抜けが防止される。   The total thickness D2 of the thickness d1 of the lightning plate 19A and the thickness d2 of the base metal 7A is smaller than the working length D3 of the screw 25. Therefore, when the screw 25 is screwed, the screw portion 27 becomes the base. The metal piece 7A is reliably reached and screwed in, and the screw 25 is prevented from coming off.

図3に示されるように、ALCパネル1の上部も、下側の取付け構造9Aと同様の取付け構造9Bによって上側の下地金物7Bに取り付けられ、この取付け構造9Bに利用される稲妻プレート19Bは、前述した稲妻プレート19Aと同じ部品である。   As shown in FIG. 3, the upper part of the ALC panel 1 is also attached to the upper base metal 7B by an attachment structure 9B similar to the lower attachment structure 9A, and the lightning plate 19B used for this attachment structure 9B is: It is the same part as the lightning plate 19A described above.

次に、ALCパネル1を構造躯体3に建て込む際の手順について説明する。   Next, a procedure when the ALC panel 1 is built in the structural housing 3 will be described.

なお、ALCパネル1の上部及び下部を取り付ける手順は共通する手順も多いため、下部の取付け手順を中心に説明を行ない、上部の取付け手順については簡単に説明する。   Since there are many common procedures for attaching the upper and lower parts of the ALC panel 1, the description will be made focusing on the lower attachment procedure, and the upper attachment procedure will be briefly described.

図6に示されるように、ALCパネル1の裏面1aの取付金具装着面P2に、リング状の頭部13aを有するボルト13を差し込むための穴6を空け、その穴6にボルト13を頭部13a側から差し入れる。次に、ボルト13に直交する方向に沿ってALCパネル1で延在する差込み穴8内に鋼棒15を差し込み、鋼棒15を頭部13aに挿入してボルト13を所定位置に固定する。   As shown in FIG. 6, a hole 6 for inserting a bolt 13 having a ring-shaped head portion 13 a is formed in the mounting bracket mounting surface P <b> 2 of the back surface 1 a of the ALC panel 1. Insert from 13a side. Next, the steel rod 15 is inserted into the insertion hole 8 extending in the ALC panel 1 along the direction orthogonal to the bolt 13, and the steel rod 15 is inserted into the head 13a to fix the bolt 13 in a predetermined position.

次に、稲妻プレート19Aの孔19dに軸部13bを挿通させ、ナット21を仮締めする。なお、稲妻プレート19Aの挟持部19cは、ALCパネル1を建て込む際の邪魔にならないようにALCパネル1の構造躯体3から遠ざかる側に退避させておく。この状態で、ALCパネル1の下部への稲妻プレート19Aの仮止めが完了する。その後、ALCパネル1の上部にも同様の手順に従って稲妻プレート19Bの仮止めを行う。   Next, the shaft portion 13b is inserted into the hole 19d of the lightning plate 19A, and the nut 21 is temporarily tightened. In addition, the clamping part 19c of the lightning plate 19A is retracted to the side away from the structural housing 3 of the ALC panel 1 so as not to interfere with the construction of the ALC panel 1. In this state, the temporary fastening of the lightning plate 19A to the lower part of the ALC panel 1 is completed. Thereafter, the lightning plate 19B is temporarily fixed also to the upper part of the ALC panel 1 according to the same procedure.

稲妻プレート19A,19Bの仮止めが完了すると、ALCパネル1を構造躯体3の所定位置まで搬送し、建て込み作業を行う。建て込みに際して、既に構造躯体3に取り付けられている他のALCパネル1に並ぶようにALCパネル1を仮置きし、下側の下地金物7Aと上側の下地金物7Bとの間で位置合わせを行う。   When the temporary fixing of the lightning plates 19A and 19B is completed, the ALC panel 1 is transported to a predetermined position of the structural housing 3 and built. At the time of installation, the ALC panel 1 is temporarily placed so as to line up with another ALC panel 1 already attached to the structural housing 3, and alignment is performed between the lower base metal 7A and the upper base metal 7B. .

その後、下地金物7Aを引っ掛けるように、下側の稲妻プレート19Aの挟持部19cをボルト13を中心に回転させ、所定の方向に向けて、ナット21を本締めする(図7参照)。ナット21の本締めにより、稲妻プレート19Aのパネル取付部19bをパネル1側に押圧し、挟持部19cを下地金物7A側に押圧する。ここで、挟持部19cには隅切り部19fが設けられているので、挟持部19cの角が構造躯体3にぶつかることなく稲妻プレート19Aを所定の方向に回転させることができる。   Thereafter, the holding portion 19c of the lower lightning plate 19A is rotated around the bolt 13 so as to hook the base metal 7A, and the nut 21 is finally tightened in a predetermined direction (see FIG. 7). By tightening the nut 21, the panel mounting portion 19b of the lightning plate 19A is pressed toward the panel 1, and the clamping portion 19c is pressed toward the base metal 7A. Here, since the pinching portion 19c is provided with the corner cut portion 19f, the lightning plate 19A can be rotated in a predetermined direction without the corner of the pinching portion 19c hitting the structural housing 3.

挟持部19cを下地金物7Aに結合するための位置が決まれば、ビス25を挟持部19cの挿通孔19eに差し込み、所定の押圧をかけながらスクリュードライバーでねじ込んでいく。ビス25は回転しながら進行し、切刃部31が下地金物7Aに下孔を形成する。   When the position for connecting the holding portion 19c to the base metal 7A is determined, the screw 25 is inserted into the insertion hole 19e of the holding portion 19c and screwed with a screw driver while applying a predetermined pressure. The screw 25 advances while rotating, and the cutting edge portion 31 forms a pilot hole in the base metal 7A.

切刃部31で下孔を形成した後、ビス25の進行に伴ってねじ部27が下孔の周囲に雌ねじを切りながら螺合し、ビス25の頭部29は、稲妻プレート19Aに当接して稲妻プレート19Aを下地金物7A側に更に押圧する。その結果、下地金物7Aに稲妻プレート19Aが強固に取り付けられた状態になり、ALCパネル1の下地金物7Aへの取り付けが完了する。   After the pilot hole is formed by the cutting blade portion 31, the screw portion 27 is screwed around the lower hole as the screw 25 advances, and the head portion 29 of the screw 25 comes into contact with the lightning plate 19A. The lightning plate 19A is further pressed toward the base metal 7A side. As a result, the lightning plate 19A is firmly attached to the base metal 7A, and the attachment of the ALC panel 1 to the base metal 7A is completed.

なお、稲妻プレート19Aの板厚d1と下地金物7Aの板厚d2との合計板厚D2は、ビス25の働き長さD3よりも薄いため、ビス25をねじ込んだ際に、ねじ部27が下地金物7Aまで確実に到達して螺合することになり、ビス25の抜けが防止される。   The total thickness D2 of the thickness d1 of the lightning plate 19A and the thickness d2 of the base metal 7A is smaller than the working length D3 of the screw 25. Therefore, when the screw 25 is screwed, the screw portion 27 becomes the base. The metal piece 7A is reliably reached and screwed in, and the screw 25 is prevented from coming off.

以上、ALCパネル1と下側の下地金物7Aとの取り付けを説明したが、上側の下地金物7Bも同様である。すなわち、上側の下地金物7Bを引っ掛けるように、上側の稲妻プレート19Bの挟持部19cを回転させ、ALCパネル1との間で下地金物7Bを挟み付けるようにして挟持部19cを下地金物7Bにビス止めする。その結果、上側の下地金物7BへのALCパネル1の取り付けが完了する。   The attachment of the ALC panel 1 and the lower base metal 7A has been described above, but the same applies to the upper base metal 7B. That is, the holding part 19c of the upper lightning plate 19B is rotated so that the upper base metal part 7B is hooked, and the base part 7c is screwed to the base metal part 7B so as to sandwich the base metal part 7B with the ALC panel 1. Stop. As a result, the attachment of the ALC panel 1 to the upper base metal 7B is completed.

このようなALCパネル1の建て込みに利用される壁パネル取付具10において、稲妻プレート19A,19Bの挟持部19cの前端Tのみを下地金物7A,7Bに圧着させることで、下地金物7A,7Bに対する挟持部19cの摩擦抵抗を増大させ、これによって、強風や地震などで、下地金物7A,7BやALCパネル1が揺れた場合でも、下地金物7A,7Bに対する稲妻プレート19A,19Bの追従性を高めることができる。その結果として、稲妻プレート19A,19Bと下地金物7A,7Bとの協働によってビス25に作用する剪断力を低減させることができ、ビス25の本数を増やしたり、剪断強度の高い材質を使用したり、挟持部19cを下地金物7A,7Bに溶接するといった対策が不要になるため、コストアップや作業性の低下をもたらすことがない。   In the wall panel fixture 10 used for the construction of the ALC panel 1 as described above, only the front end T of the clamping portion 19c of the lightning plates 19A and 19B is pressure-bonded to the base metal 7A and 7B, thereby providing the base metal 7A and 7B. This increases the frictional resistance of the clamping portion 19c against the base metal 7A, 7B or the ALC panel 1 due to strong winds or an earthquake, etc., so that the lightning plates 19A, 19B can follow the base hardware 7A, 7B. Can be increased. As a result, the shearing force acting on the screws 25 can be reduced by the cooperation of the lightning plates 19A and 19B and the base hardware 7A and 7B, and the number of screws 25 can be increased or a material having high shear strength can be used. In addition, since it is not necessary to take measures such as welding the clamping portion 19c to the base metal parts 7A and 7B, there is no increase in cost and workability.

特に、稲妻プレート19A,19Bは、1本のボルト13によってALCパネル1に取付けられているので、強風や地震によって、このボルト13を中心に回って位置ズレを起こすことがあるが、挟持部19cの先端Tで強い摩擦力を発生させることは、稲妻プレート19A,19Bの回り止めに大きく寄与している。   In particular, the lightning plates 19A and 19B are attached to the ALC panel 1 by a single bolt 13, so that a strong wind or an earthquake may cause the displacement of the bolt 13 around the bolt 13; The generation of a strong frictional force at the tip T of the plate greatly contributes to the rotation prevention of the lightning plates 19A and 19B.

また、図8に示すように、ビス25が下地金物7Aに螺合される際、下地金物7Aから発生する切粉Gが、挟持部19cと下地金物7Aとの隙間Sに入り込むことになるので、隙間Sの部分で切粉Gがビス25に付着し、これによって、ビス25の緩み防止が達成される。さらに、隙間Sに入った切粉Gは、隙間Sを埋めることになるので、稲妻プレート19Aの摩擦抵抗の増大にも寄与する。   Further, as shown in FIG. 8, when the screw 25 is screwed into the base metal 7A, the chips G generated from the base metal 7A enter the gap S between the sandwiching portion 19c and the base metal 7A. The chip G adheres to the screw 25 at the gap S, thereby preventing the screw 25 from loosening. Furthermore, since the chip G that has entered the gap S fills the gap S, it also contributes to an increase in the frictional resistance of the lightning plate 19A.

また、挟持部19cは、下地金物7A,7Bの取付金具装着面P1に対して角度α1で延在するので、挟持部19cに弾発力を発生させ易く、これによって、稲妻プレート19A,19Bの挟持部19cの前端Tを下地金物7A,7Bに、しっかりと且つ確実に圧着させた状態で維持させておくことができる。   Further, since the clamping portion 19c extends at an angle α1 with respect to the mounting bracket mounting surface P1 of the base hardware 7A, 7B, it is easy to generate a resilient force in the clamping portion 19c, thereby the lightning plates 19A, 19B. The front end T of the clamping part 19c can be maintained in a state where the front end T is firmly and surely crimped to the base metal parts 7A and 7B.

また、この角度α1は、約0.3度〜約1.5度であるので、挟持部19cが下地金物7A,7Bから余り離れ過ぎず、しかも、挟持部19cと下地金物7A,7Bとの隙間Sに入り込んだ切粉Gを滞留させ易い。   Further, since the angle α1 is about 0.3 degrees to about 1.5 degrees, the sandwiching portion 19c is not too far from the base metal 7A, 7B, and the sandwiching portion 19c and the base metal 7A, 7B are not separated from each other. It is easy to retain the chips G that have entered the gap S.

本発明は、前述した実施形態に限定されないことは言うまでもない。例えば、図9に示すように、他の稲妻プレート19Cとして、パネル取付部19gは、ALCパネル1の取付金具装着面P2に対して所定の角度α2をもって延在している。この角度α2は、2度〜15度が好適である。このような構成を採用すると、パネル取付部19gに弾性力を発生させ易く、これによって、ナット21を緩み難くすることができる。   It goes without saying that the present invention is not limited to the embodiment described above. For example, as shown in FIG. 9, as another lightning plate 19C, the panel mounting portion 19g extends with a predetermined angle α2 with respect to the mounting bracket mounting surface P2 of the ALC panel 1. The angle α2 is preferably 2 to 15 degrees. By adopting such a configuration, it is easy to generate an elastic force in the panel mounting portion 19g, and thereby, the nut 21 can be made difficult to loosen.

角度α1は、1.5度以上5度以下であってもよい。また、締結部材は、ビス25に代えて鉄砲ピンを利用してもよい。   The angle α1 may be not less than 1.5 degrees and not more than 5 degrees. Further, the fastening member may use a gun pin instead of the screw 25.

1…ALCパネル(壁パネル)、3…構造躯体、7A,7B…下地金物、9A,9B…壁パネルの取付け構造、10…壁パネル取付具、19A,19B,19C…稲妻プレート(取付金物)、19b…パネル取付部、19c…挟持部、19e…ビスの挿通孔、23…パネル取付部、25…ビス(締結部材)、P1,P2…取付金具装着面、T…挟持部の先端、α1,α2…角度。   DESCRIPTION OF SYMBOLS 1 ... ALC panel (wall panel), 3 ... Structural frame, 7A, 7B ... Base metal, 9A, 9B ... Wall panel mounting structure, 10 ... Wall panel fixture, 19A, 19B, 19C ... Lightning plate (mounting hardware) , 19b: Panel mounting portion, 19c: Nipping portion, 19e: Screw insertion hole, 23: Panel mounting portion, 25: Screw (fastening member), P1, P2: Mounting bracket mounting surface, T: Tip of the clamping portion, α1 , Α2 ... An angle.

Claims (5)

構造躯体に固定された下地金物に壁パネルを取り付けるための壁パネル取付具において、
前記壁パネルにボルト止めされるパネル取付部と、前記壁パネルとで前記下地金物を挟持する挟持部とを有する取付金物と、
前記挟持部及び前記下地金物を貫通する締結部材とを備え、
前記取付金物の前記挟持部の前端のみが前記下地金物に圧着されることを特徴とする壁パネル取付具。
In the wall panel fixture for attaching the wall panel to the base metal fixture fixed to the structural frame,
A mounting hardware having a panel mounting portion that is bolted to the wall panel, and a clamping portion that clamps the base metal hardware with the wall panel;
A fastening member that penetrates the clamping part and the base metal,
Only the front end of the clamping part of the fitting is pressure-bonded to the base metal fitting.
前記締結部材は、ビスであることを特徴とする請求項2記載の壁パネル取付具。   The wall panel fixture according to claim 2, wherein the fastening member is a screw. 前記挟持部は、前記下地金物の取付金具装着面に対し所定の角度をもって延在していることを特徴とする請求項1又は2記載の壁パネル取付具。   The wall panel fixture according to claim 1 or 2, wherein the clamping portion extends at a predetermined angle with respect to a mounting bracket mounting surface of the base metal fitting. 前記角度は、約0.3度〜約1.5度であることを特徴とする請求項3記載の壁パネル取付具。   The wall panel fixture of claim 3, wherein the angle is from about 0.3 degrees to about 1.5 degrees. 前記パネル取付部は、前記壁パネルの取付金具装着面に対して所定の角度をもって延在していることを特徴とする請求項1〜4の何れか一項に記載の壁パネル取付具。   The wall panel mounting tool according to any one of claims 1 to 4, wherein the panel mounting portion extends at a predetermined angle with respect to a mounting bracket mounting surface of the wall panel.
JP2009116553A 2009-05-13 2009-05-13 Wall panel fixture Active JP5313039B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5984118U (en) * 1982-11-29 1984-06-07 旭化成株式会社 wall panel mounting device
JPH0384318U (en) * 1989-12-19 1991-08-27
JP2003096955A (en) * 2001-09-27 2003-04-03 Asahi Kasei Corp Structure for mounting wall panel
JP2007023703A (en) * 2005-07-21 2007-02-01 Nippon Steel Corp Joining structure of steel frame member, joining method used for the same and steel framed building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5984118U (en) * 1982-11-29 1984-06-07 旭化成株式会社 wall panel mounting device
JPH0384318U (en) * 1989-12-19 1991-08-27
JP2003096955A (en) * 2001-09-27 2003-04-03 Asahi Kasei Corp Structure for mounting wall panel
JP2007023703A (en) * 2005-07-21 2007-02-01 Nippon Steel Corp Joining structure of steel frame member, joining method used for the same and steel framed building

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