JP3266181B2 - Vertical wall panel mounting structure and anchor fittings - Google Patents
Vertical wall panel mounting structure and anchor fittingsInfo
- Publication number
- JP3266181B2 JP3266181B2 JP07562397A JP7562397A JP3266181B2 JP 3266181 B2 JP3266181 B2 JP 3266181B2 JP 07562397 A JP07562397 A JP 07562397A JP 7562397 A JP7562397 A JP 7562397A JP 3266181 B2 JP3266181 B2 JP 3266181B2
- Authority
- JP
- Japan
- Prior art keywords
- vertical wall
- wall panel
- anchor
- vertical
- mounting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は軽量気泡コンクリー
ト（ＡＬＣ）パネル等を建築物の躯体に取り付けて、縦
壁を構成する場合に使用する縦壁パネルの取付け構造お
よびアンカー金具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical wall panel mounting structure and an anchor used when a lightweight cellular concrete (ALC) panel or the like is mounted on a building frame to form a vertical wall.
【０００２】[0002]
【従来の技術】従来、例えば、ＡＬＣパネル等の外壁パ
ネルを建築物躯体に取り付けて、縦壁を構成する縦壁構
造には種々な構造があるが、耐震性の構造の一種とし
て、縦壁パネルが下端小口面の中心を支点として、壁面
に沿って若干揺動可能に取り付けられた、いわゆるロッ
キング構造がある。2. Description of the Related Art Conventionally, there are various types of vertical wall structures in which an outer wall panel such as an ALC panel is attached to a building frame to constitute a vertical wall. There is a so-called locking structure in which a panel is mounted so as to be able to swing slightly along the wall surface with the center of the lower end face as a fulcrum.
【０００３】図４は、従来の縦壁パネルの取付け構造を
示す一部破断斜視図である。図５は、図４のV−V矢視図
である。図６は、図５と異なる方向のアンカー金具を用
いた縦壁パネルの取付け構造を示す矢視図である。図７
は、自重受け金具の一例の斜視図である。図８は従来の
アンカー金具の一例で、長さ１４０ｍｍの管状で、中央
にボルト穴が設けられている。FIG. 4 is a partially cutaway perspective view showing a conventional vertical wall panel mounting structure. FIG. 5 is a view on arrow VV of FIG. FIG. 6 is an arrow view showing an attachment structure of a vertical wall panel using an anchor in a direction different from that of FIG. 5. FIG.
FIG. 3 is a perspective view of an example of a weight receiving bracket. FIG. 8 shows an example of a conventional anchor, which is a tubular member having a length of 140 mm and having a bolt hole at the center.
【０００４】該ロッキング構造では、例えば図４に示す
ように、下段の縦壁パネル１の裏面上端には、その中心
線上に断面Ｔ字状の自重受け金具７の垂直部が、縦壁パ
ネル１の長辺小口面から縦壁パネル１の幅方向に埋設さ
れた管状のアンカー金具１５に、ボルト１４でネジ止め
されている。さらに、この自重受け金具７の垂直部が、
躯体の梁５の上面５ａに所望出幅で固着された定規アン
グル６の垂直部６ａの屋外側に固着されている。In the locking structure, for example, as shown in FIG. 4, a vertical portion of a self-weight receiving metal fitting 7 having a T-shaped cross section is provided on the upper end of the rear surface of the lower vertical wall panel 1 on the center line thereof. Is screwed with a bolt 14 to a tubular anchor 15 buried in the width direction of the vertical wall panel 1 from the long side of the small side. Furthermore, the vertical portion of the weight receiving bracket 7 is
It is fixed to the outdoor side of the vertical portion 6a of the ruler angle 6 fixed to the upper surface 5a of the beam 5 of the frame with a desired width.
【０００５】また、上段縦壁パネル１１の裏面下端に
は、イナヅマ型に折り曲げられたイナヅマ型金具１３が
設けられている。該イナヅマ型金具１３は、長手方向両
側にリブ部１３ａが設けられ、２段に別れた一方の半部
（上側）にはその中心線上に、長穴が穿孔されている。
イナヅマ型金具１３の該一方の半部が、図４に示すよう
に、上段縦壁パネル１１の長辺小口面から幅方向に埋設
された管状のアンカー金具１５の中央部にボルト１４で
ネジ止めされている。そしてこの上段縦壁パネル１１の
下端小口面が、前述の下段縦壁パネル１にネジ止めされ
た自重受け金具７の水平部７ａに載せて支持された状態
で、前記イナヅマ型金具１３の他方の面が、前記定規ア
ングル６の垂直部６ａの屋内側に固着されている。[0005] At the lower end of the rear surface of the upper vertical wall panel 11, there is provided an armor metal fitting 13 bent in an armor shape. The snap fastener 13 is provided with ribs 13a on both sides in the longitudinal direction, and one half (upper side) divided into two stages is formed with a long hole on the center line thereof.
As shown in FIG. 4, one half of the snap fastener 13 is screwed with a bolt 14 to the center of a tubular anchor 15 buried in the width direction from the long side of the upper vertical wall panel 11. Have been. Then, the lower end face of the upper vertical wall panel 11 is supported on the horizontal portion 7a of the weight receiving metal fitting 7 screwed to the lower vertical wall panel 1 described above, and the other end of the inertial metal fitting 13 is supported. The surface is fixed to the indoor side of the vertical portion 6a of the ruler angle 6.
【０００６】このような縦壁パネルの取付け構造では、
縦壁パネル１、１１の裏面の上下端の中心線上にネジ止
めされたイナヅマ型金具１３や自重受け金具７などの取
付け用金具が、躯体５に固着された構造となっているの
で、躯体５が地震などで揺動した場合には、縦壁パネル
１、１１は取付けボルト１４を支点とした回転ができる
ので、縦壁パネル１、１１の損傷が防止でき、耐震性に
優れている。また、アンカー金具１５が縦壁パネル１、
１１に埋設されているので、外観にも優れ、さらに、乾
式で施工できるので工期が短くて済む利点もある。In such a vertical wall panel mounting structure,
Since the mounting brackets such as the snap fastener 13 and the weight receiving bracket 7 screwed on the center lines of the upper and lower ends of the back surfaces of the vertical wall panels 1 and 11 are fixed to the frame 5, the frame 5 In the case where the vertical wall panels 1 and 11 are swung by an earthquake or the like, the vertical wall panels 1 and 11 can be rotated with the mounting bolt 14 as a fulcrum, so that the vertical wall panels 1 and 11 can be prevented from being damaged and have excellent earthquake resistance. In addition, the anchor 15 is the vertical wall panel 1,
Since it is buried in 11, the appearance is excellent, and furthermore, there is an advantage that the construction period can be shortened because the construction can be performed by a dry method.
【０００７】しかし、この構造では、例えば長さ１５０
ｍｍの管状のアンカー金具１５を、幅６００ｍｍの縦壁
パネル１、１１の幅方向に埋設する場合には、縦壁パネ
ル１、１１の長辺小口面から、直角方向に正確に、深さ
３８０ｍｍ以上の穴を穿孔する必要があるので、熟練を
要し手数がかかる問題があった。また、縦壁パネル１、
１１の表面に大きな負圧が作用した場合には、縦壁パネ
ル１、１１の裏面に当接している取付け用金具１３、７
の端部が、縦壁パネル１、１１に食い込んだり、この取
付け用金具１３、７を介して取付けボルト１４に強い引
っ張り力が加わるため、取付け強度が不足しやすい問題
もあった。However, in this structure, for example, the length 150
In the case of embedding the tubular anchor fitting 15 having a width of 3 mm in the width direction of the vertical wall panels 1 and 11 having a width of 600 mm, the depth of the vertical wall panels 1 and 11 is exactly 380 mm in the right angle direction from the long side face. Since it is necessary to drill the above holes, there is a problem that skill is required and time is required. Also, vertical wall panel 1,
When a large negative pressure is applied to the front surface of the vertical wall panel 11, the mounting brackets 13, 7 that are in contact with the rear surfaces of the vertical wall panels 1, 11
Ends of the vertical wall panels 1 and 11 and a strong pulling force is applied to the mounting bolts 14 via the mounting brackets 13 and 7, so that the mounting strength tends to be insufficient.
【０００８】特願平８−３１１５２２号によると、その
対策として図６に示すように、自重受け金具７やイナヅ
マ型金具１３と、縦壁パネル１、１１との間に中心が球
面状の当て板１６を挟むことにより、自重受け金具７や
イナヅマ型金具１３の垂直部が直接縦壁パネル裏面に当
接しないようにしている。さらに、中央部に直交するネ
ジ穴が配設されているアンカー金具４を、縦壁パネル上
下端の短辺小口面から挿入し、前記の各金具をボルト１
４でネジ止めしている。この方法では、ボルト１４に過
大な引っ張り力が作用せず、長さ１５０ｍｍのアンカー
金具４を短辺小口面から挿入することもできるので、穿
孔深さは１７０ｍｍ程度でよく、作業が簡略化されると
共に寸法精度も向上する。According to Japanese Patent Application No. Hei 8-31522, as a countermeasure, as shown in FIG. 6, a spherical center is applied between the self-weight receiving metal fitting 7 or the snapper-type metal fitting 13 and the vertical wall panels 1 and 11. By sandwiching the plate 16, the vertical parts of the weight receiving metal fitting 7 and the indenter-shaped metal fitting 13 are prevented from directly abutting on the back surface of the vertical wall panel. Further, an anchor fitting 4 having a screw hole orthogonal to the center thereof is inserted from the short side of the lower end of the upper and lower ends of the vertical wall panel.
4 screwed. In this method, an excessive tensile force does not act on the bolt 14 and the anchor fitting 4 having a length of 150 mm can be inserted from the short side of the short side, so that the drilling depth may be about 170 mm and the operation is simplified. And the dimensional accuracy is improved.
【０００９】しかし、この方法は、当て板１６などの部
品点数が増えるので、縦壁パネル用取付け金具の価格が
高くなる。However, in this method, the number of parts such as the backing plate 16 is increased, so that the price of the mounting bracket for the vertical wall panel is increased.
【００１０】さらに、アンカー金具４にボルト１４を固
定するときに、縦壁パネル１、１１に割れや破損がしば
しば認められた。Further, when the bolts 14 were fixed to the anchor fittings 4, cracks and breaks were often found in the vertical wall panels 1 and 11.
【００１１】[0011]
【発明が解決しようとする課題】この発明は、縦壁パネ
ルを建築物の躯体に取り付けて縦壁を形成する場合に、
縦壁パネルの取付けが容易で、縦壁パネルに割れのよう
な破損を生じさせない取付け用金具を提供する。SUMMARY OF THE INVENTION The present invention relates to a case where a vertical wall panel is attached to a building frame to form a vertical wall.
Provided is a mounting bracket that can be easily attached to a vertical wall panel and does not cause damage such as a crack in the vertical wall panel.
【００１２】[0012]
【課題を解決するための手段】 縦壁パネルの取付構造
に垂直方向に向けて使用される管状のアンカー金具にお
いて、ボルトで締結される管部と該ボルトの伸長方向が
偏平にされた延長部とで構成され、管部の中央部よりも
管部と延長部の境に近いところにボルト穴を設ける。そ
して、このアンカー金具を、該アンカー金具の偏平な延
長部が小口面を向くように、縦壁パネルに上下短辺小口
面から挿入し、かつ、該偏平な延長部が縦壁パネル内に
あって小口面に近い横筋の配列面に接するように配置す
る。Means for Solving the Problems In a tubular anchor fitting used vertically in a vertical wall panel mounting structure, a pipe portion to be fastened by bolts and an extension portion in which the extending direction of the bolts is flattened. And a bolt hole is provided closer to the boundary between the pipe and the extension than to the center of the pipe. Then, the anchor is inserted into the vertical wall panel from the upper and lower short side edges so that the flat extension of the anchor faces the edge, and the flat extension is inserted into the vertical wall panel. To be in contact with the arrangement surface of the horizontal streaks near the fore-edge surface.
【００１３】該取付け用アンカー金具を、上下短辺小口
面から挿入し、該アンカー金具の偏平な延長部が小口面
に向くように配置し、片側の垂直面から該ボルト穴に達
するボルト挿入穴を設けた縦壁パネルと、建築物の躯体
に水平部を固着した定規アングルと、該定規アングルに
固着し、縦壁パネルを支持する自重受け金具と、前記定
規アングルの垂直面に固着するイナヅマ型金具とを有
し、該イナヅマ型金具と前記下側アンカー金具とを、ま
た前記自重受け金具と前記上側アンカー金具とをボルト
で締結することにより縦壁パネルを取り付ける。[0013] The mounting anchor is inserted from the small edge of the upper and lower short sides, and the flat extension of the anchor is oriented toward the edge, and a bolt insertion hole reaching the bolt hole from one vertical surface. A vertical wall panel provided with: a ruler angle having a horizontal portion fixed to the frame of a building; a self-weight receiving bracket fixed to the ruler angle to support the vertical wall panel; and an inadverter fixed to a vertical surface of the ruler angle. A vertical wall panel is mounted by fastening the inner mold and the lower anchor by bolts, and by fastening the weight receiving bracket and the upper anchor by bolts.
【００１４】[0014]
【発明の実施の形態】以下、本発明の一実施例を図面に
よって説明する。図１は、本発明の縦壁パネル取付け構
造を示す一部破断斜視図であり、図２は図１のII−II矢
視図である。図３はアンカー金具の一例を示す斜視図で
ある。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a partially cutaway perspective view showing a vertical wall panel mounting structure of the present invention, and FIG. 2 is a view taken along the line II-II of FIG. FIG. 3 is a perspective view showing an example of an anchor.
【００１５】ＡＬＣパネルは、幅６００ｍｍ、厚さ１０
０ｍｍ、長さ３５００ｍｍであり、２枚の補強用鉄筋マ
ット２が平行に埋設されており、長手方向の主筋に直交
する横筋２ａは短辺小口面から２０ｍｍの位置と１４５
ｍｍの位置に配設されている。そして、下段の縦壁パネ
ル１の上端の短辺小口面中心に、直径２０ｍｍ、深さ１
６０ｍｍの上アンカー金具用穴１ａが穿孔されており、
縦壁パネル１の裏面中心線上で短辺小口面から７０ｍｍ
の位置に、前記上アンカー金具用穴１ａに直角な上ボル
ト用穴が穿孔されている。なお、ボルト用穴の短辺小口
面からの距離は図示の場合、７０ｍｍとしたが、一般的
には５０〜１００ｍｍである。The ALC panel has a width of 600 mm and a thickness of 10 mm.
0 mm and a length of 3500 mm, two reinforcing bar mats 2 are buried in parallel, and a horizontal bar 2 a perpendicular to the main bar in the longitudinal direction is located at a position 20 mm from the short side face and 145.
mm. Then, in the center of the short side of the upper edge of the upper end of the lower vertical wall panel 1, a diameter of 20 mm and a depth of 1
A hole 1a for a 60 mm upper anchor fitting is drilled,
70 mm from the short edge on the back center line of vertical wall panel 1
A hole for an upper bolt, which is perpendicular to the hole 1a for the upper anchor fitting, is drilled at the position. In addition, the distance of the bolt hole from the short side edge surface is set to 70 mm in the illustrated case, but is generally 50 to 100 mm.
【００１６】この上アンカー金具用穴１ａに挿入されて
いるアンカー金具４は、直径１８ｍｍ、長さ１４５ｍｍ
のメッキ鋼管の一端３０ｍｍを偏平に潰したもので、偏
平部の根元から２５ｍｍの位置には、軸に直交する内径
が１２ｍｍのネジ穴が配設されている。そしてこのアン
カー金具４の偏平部の根元は縦壁パネルの小口面から４
５ｍｍの位置となっている。The anchor fitting 4 inserted into the upper anchor fitting hole 1a has a diameter of 18 mm and a length of 145 mm.
One end of the plated steel pipe is crushed flat at 30 mm, and a screw hole having an inner diameter of 12 mm perpendicular to the axis is provided at a position 25 mm from the base of the flat part. The base of the flat part of the anchor 4 is 4 mm from the edge of the vertical wall panel.
The position is 5 mm.
【００１７】偏平部は、前記根元から横筋２ａに相当す
る位置まで伸びている。これにより、アンカー金具４に
曲げ力がかかったとき、偏平部の先端が横筋２ａによっ
て支持される。The flat portion extends from the base to a position corresponding to the horizontal streak 2a. Thus, when a bending force is applied to the anchor 4, the distal end of the flat portion is supported by the horizontal streak 2 a.
【００１８】また、水平な梁５の上面には、その全長に
わたって、５０×５０ｍｍの定規アングル３が、所望出
幅で固着されている。そしてこの縦壁パネル１の裏面に
は、前記自重受け金具７が、１２ｍｍ径のボルト１４
で、前記アンカー金具４のネジ穴にネジ止めされてい
る。On the upper surface of the horizontal beam 5, a ruler angle 3 of 50 × 50 mm is fixed with a desired width over the entire length. On the back surface of the vertical wall panel 1, the self-weight receiving bracket 7 is provided with a bolt 14 having a diameter of 12 mm.
The screw is screwed into the screw hole of the anchor 4.
【００１９】自重受け金具７の水平部７ａは、イナヅマ
型をしており、垂直部７ｂは前記水平部７ａと直交し、
定規アングル３に当接する部分は、屋内側に段状に折り
曲げられている。The horizontal portion 7a of the weight receiving metal fitting 7 is in the shape of an arrow, and the vertical portion 7b is orthogonal to the horizontal portion 7a.
The portion that comes into contact with the ruler angle 3 is bent stepwise toward the indoor side.
【００２０】この自重受け金具７の垂直面部７ｂが、前
記定規アングル３の垂直面３ａの屋外側に固着されてい
る。上段の縦壁パネル１１の下端の短辺小口面にも、前
述の上アンカー金具用穴１ａと同様の下アンカー金具用
穴１１ａが穿孔されており、アンカー金具４が挿入され
ている。そして、この上段の縦壁パネル１１の裏面に
は、前述のイナヅマ型金具１３の上方の半部がボルト１
４で前記アンカー金具４にネジ止めされている。A vertical surface portion 7b of the weight receiving bracket 7 is fixed to the outdoor side of the vertical surface 3a of the ruler angle 3. A hole 11a for a lower anchor fitting similar to the hole 1a for the upper anchor fitting described above is also drilled in the short side small face at the lower end of the upper vertical wall panel 11, and the anchor fitting 4 is inserted. On the back surface of the upper vertical wall panel 11, the upper half of the above-mentioned inadjustable metal fitting 13 is provided with a bolt 1.
At 4, it is screwed to the anchor 4.
【００２１】前述のような各金具を使用して、縦壁を構
成する方法について以下に説明する。先ず建築物の躯対
の梁５に、所望間隔で定規アングル３を水平に固着し、
一方縦壁パネル１、１１の上下端の小口面中心から直角
方向に穴を穿孔し、管状のアンカー金具４を埋設し、イ
ナヅマ型金具１３や自重受け金具７を縦壁パネル１、１
１の裏面に当接させ、イナヅマ型金具１３の表面から座
金８を介してボルト１４で、アンカー金具４に仮にネジ
止めしておく。なお、座金８は裏面に設けられた突起が
イナヅマ型金具１３のボルト用穴１３ａに挿入され、表
面の突起がボルト頭に当接してボルト１４の緩みを防止
できるようになっている。A method of forming a vertical wall using the above-described metal fittings will be described below. First, a ruler angle 3 is horizontally fixed to a pair of beams 5 of a building at desired intervals,
On the other hand, holes are drilled at right angles from the center of the edge of the upper and lower ends of the vertical wall panels 1 and 11, the tubular anchor 4 is buried, and the snapper-type bracket 13 and the weight receiving bracket 7 are attached to the vertical wall panels 1 and 1.
1 and is temporarily screwed to the anchor 4 with bolts 14 from the surface of the inner metal fitting 13 via the washer 8 via the washer 8. The washer 8 has a projection provided on the rear surface thereof inserted into the bolt hole 13a of the snap fastener 13 so that the projection on the front surface is in contact with the bolt head to prevent the bolt 14 from being loosened.
【００２２】この縦壁パネル１、１１を、図示していな
いクレーンなどで順次吊り込み、固定する。このとき、
各縦壁パネルの下端の小口面を自重受け金具７の水平部
７ａに載せて支持する。図示の場合、下側の縦壁パネル
１が取り付けられたとして、次に、上側の縦壁パネル１
１の下端に仮にネジ止めしたイナヅマ型金具１３の下半
部の面を前記定規アングル３の垂直面３ａに当接して支
持した状態で、縦壁パネル１の上端にネジ止めされた自
重受け金具７の水平部７ａが所望水準になるように調整
してから、この自重受け金具７を止めるボルト１４をネ
ジ止めし、その垂直面７ｂを定規アングル３の垂直面３
ａの屋外側に溶接固着するとともに、イナヅマ型金具１
３の下半部も定規アングル３に溶接固着する。The vertical wall panels 1 and 11 are sequentially suspended and fixed by a crane or the like (not shown). At this time,
The fore-edge surface at the lower end of each vertical wall panel is mounted on and supported by the horizontal portion 7a of the weight receiving metal fitting 7. In the case shown in the drawing, it is assumed that the lower vertical wall panel 1 is attached, and then the upper vertical wall panel 1 is mounted.
A weight receiving bracket screwed to the upper end of the vertical wall panel 1 in a state in which the lower half surface of the snap fastener 13 temporarily screwed to the lower end of the vertical wall panel 1 is supported in contact with the vertical surface 3a of the ruler angle 3. After adjusting the horizontal portion 7a to a desired level, a bolt 14 for fixing the weight receiving metal fitting 7 is screwed, and the vertical surface 7b is fixed to the vertical surface 3 of the ruler angle 3.
a and fixing it to the outdoor side,
3 is also fixed to the ruler angle 3 by welding.
【００２３】そして、所望数の縦壁パネルを並列して取
付け終了後に、隣接する各縦壁パネルの表面目地部に、
シーリング材を充填すれば取付け作業は完了する。After the desired number of vertical wall panels have been attached in parallel, the surface joints of the adjacent vertical wall panels are
The filling operation is completed by filling the sealing material.
【００２４】この実施例では、縦壁パネルの取付け強度
（耐力）は４５０〜５００ｋｇｆであり、長さ１４０ｍ
ｍで中央部にネジ穴のあるアンカー金具（図８）を使用
した場合の、取付け強度２００〜２５０ｋｇｆに比し大
幅に向上している。In this embodiment, the mounting strength (proof strength) of the vertical wall panel is 450 to 500 kgf, and the length is 140 m.
The mounting strength when using an anchor with a screw hole at the center in FIG. 8 (FIG. 8) is significantly improved compared to the mounting strength of 200 to 250 kgf.
【００２５】前述のように、アンカー金具におけるボル
ト穴の位置はアンカー金具の長さ方向の中央部よりも、
端部の方が耐力の点で優れている。アンカー金具の管の
長さは、８０〜２００ｍｍにわたるが、端からボルト穴
までの距離は短い管で１５〜３０ｍｍ、長い管で４０〜
１００ｍｍで、大きい耐力が得られる。As described above, the position of the bolt hole in the anchor is larger than the center of the anchor in the longitudinal direction.
The ends are superior in terms of proof stress. The length of the tube of the anchor bracket ranges from 80 to 200 mm, but the distance from the end to the bolt hole is 15 to 30 mm for a short tube and 40 to 40 mm for a long tube.
With 100 mm, a large proof stress is obtained.
【００２６】図３（ｂ）には、アンカー金具４の偏平部
の他の例を示す。この場合の削除部分は直径の１／５以
下がよい。FIG. 3B shows another example of the flat portion of the anchor 4. In this case, the deleted portion is preferably 1/5 or less of the diameter.
【００２７】なお、前記の自重受け金具やアンカー金
具、イナヅマ型金具などの縦壁パネルの取付け用金具の
寸法は、建築物の仕様や縦壁パネル寸法に合わせて適宜
選択すればよい。The dimensions of the fittings for mounting the vertical wall panels, such as the above-described weight receiving fittings, anchor fittings, and sling-type fittings, may be appropriately selected according to the specifications of the building and the dimensions of the vertical wall panel.
【００２８】[0028]
【発明の効果】以上詳細に説明したように、本発明のア
ンカー金具は、従来の縦壁パネルの取付け用金具に比
し、構造が簡単で小型なので、重量が軽く安価である。
また、縦壁パネルの穿孔深さも小さくてすみ、取付けが
容易で施工性がよいので、金具代と取付け工賃を節減す
ることができ、工期も短縮できる。また、この縦壁パネ
ルの取付け用金具を使用して縦壁パネルを躯体に取り付
ければ、その取付け強度を大幅に向上することができ
る。As described above in detail, the anchor of the present invention has a simpler structure and a smaller size than the conventional bracket for mounting a vertical wall panel, so that it is light in weight and inexpensive.
In addition, since the vertical wall panel requires only a small depth of perforation, is easy to install, and has good workability, the cost of fittings and installation labor can be reduced, and the construction period can be shortened. Further, if the vertical wall panel is mounted on the skeleton using the mounting bracket for the vertical wall panel, the mounting strength can be greatly improved.
【図１】本発明の縦壁パネルの取付け構造を示す一部破
断斜視図である。FIG. 1 is a partially cutaway perspective view showing a mounting structure of a vertical wall panel according to the present invention.
【図２】図１のII−II矢視図である。FIG. 2 is a view taken in the direction of arrows II-II in FIG.
【図３】アンカー金具の一例を示す斜視図である。FIG. 3 is a perspective view showing an example of an anchor.
【図４】従来の縦壁パネルの取付け構造を示す一部破断
斜視図である。FIG. 4 is a partially cutaway perspective view showing a conventional vertical wall panel mounting structure.
【図５】図４のV−V矢視図である。5 is a view taken in the direction of arrows VV in FIG. 4;
【図６】図５と異なる縦壁パネルの取付け構造を示す断
面図である。FIG. 6 is a cross-sectional view showing a vertical wall panel mounting structure different from that of FIG. 5;
FIG .
【図７】従来の自重受け金具の一例を示す斜視図であ
る。FIG. 7 is a perspective view showing an example of a conventional weight receiving bracket.
【図８】従来のアンカー金具の一例を示す斜視図であ
る。FIG. 8 is a perspective view showing an example of a conventional anchor.
１ 下段縦壁パネル ２ 鉄筋マット ３、６ 定規アングル ４、１５ アンカー金具 ５ 梁 ７ 自重受け金具 ８ 座金 ９ クリップ金具 １１ 上段縦壁パネル １３ イナヅマ型金具 １４ ボルト １６ 受け板 DESCRIPTION OF SYMBOLS 1 Lower vertical wall panel 2 Reinforced mat 3, 6 Ruler angle 4, 15 Anchor metal fittings 5 Beam 7 Self-weight receiving metal fitting 8 Washer 9 Clip metal fitting 11 Upper vertical wall panel 13 Inazuma type metal fitting 14 Bolt 16 Receiving plate
フロントページの続き (56)参考文献 特開 平８−120810（ＪＰ，Ａ) 特開 平４−189942（ＪＰ，Ａ) 特開 平８−246589（ＪＰ，Ａ) 実開 昭60−152715（ＪＰ，Ｕ) 実開 昭61−146309（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.7，ＤＢ名) E04B 2/56 - 2/70 E04B 2/88 - 2/96 E04C 2/30 E04F 13/08 - 13/18 Continuation of the front page (56) References JP-A-8-120810 (JP, A) JP-A-4-189942 (JP, A) JP-A-8-246589 (JP, A) Jpn. , U) Shokai 61-146309 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 2/56-2/70 E04B 2/88-2/96 E04C 2/30 E04F 13/08-13/18
Claims (3)
けて使用される管状のアンカー金具において、ボルトで
締結される管部と該ボルトの伸長方向が偏平にされた延
長部とで構成され、管部の中央部よりも管部と延長部の
境に近いところにボルト穴を設けたことを特徴とする縦
壁パネルの取付け用アンカー金具。1. A vertical mounting structure for a vertical wall panel.
In the tubular anchor used in the present invention , the pipe comprises a pipe portion fastened by bolts and an elongated portion in which the direction of extension of the bolt is flattened. An anchor fitting for mounting a vertical wall panel, wherein a bolt hole is provided near a boundary between the extension and the extension.
アンカー金具を、該アンカー金具の偏平な延長部が小口
面を向くように、縦壁パネルに上下短辺小口面から挿入
し、かつ、該偏平な延長部が縦壁パネル内にあって小口
面に近い横筋の配列面に接するように配置することを特
徴とする縦壁パネルの取付け構造。 2. The mounting of the vertical wall panel according to claim 1.
The anchor fitting has a flat extension that is small.
Insert into the vertical wall panel from the top and bottom short edge so that it faces
And the flat extension is in the vertical wall panel and
It is especially important to arrange it so that it is in contact with the horizontal
Vertical wall panel mounting structure.
アンカー金具を、上下短辺小口面から挿入し、該アンカ
ー金具の偏平な延長部が小口面に向くように配置し、片
側の垂直面から該ボルト穴に達するボルト挿入穴を設け
た縦壁パネルと、建築物の躯体に水平部を固着した定規
アングルと、該定規アングルに固着し、縦壁パネルを支
持する自重受け金具と、前記定規アングルの垂直面に固
着するイナヅマ型金具とを有し、該イナヅマ型金具と前
記下側アンカー金具とを、また前記自重受け金具と前記
上側アンカー金具とをボルトで締結することにより縦壁
パネルを取り付けることを特徴とする縦壁パネルの取付
け構造。3. An anchor fitting for mounting a vertical wall panel according to claim 1, wherein the anchor is inserted from upper and lower short side edges.
-A vertical wall panel with a flat extension of metal fittings facing the fore face and a bolt insertion hole that reaches the bolt hole from one vertical surface, and a ruler angle with a horizontal part fixed to the building frame And a self-weight receiving bracket fixed to the ruler angle and supporting the vertical wall panel, and an armor-type metal fitting fixed to a vertical surface of the ruler angle, wherein the inner-type metal fitting and the lower anchor metal fitting are provided. A vertical wall panel mounting structure, wherein the vertical wall panel is mounted by fastening the weight receiving bracket and the upper anchor bracket with bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07562397A JP3266181B2 (en) | 1997-03-27 | 1997-03-27 | Vertical wall panel mounting structure and anchor fittings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07562397A JP3266181B2 (en) | 1997-03-27 | 1997-03-27 | Vertical wall panel mounting structure and anchor fittings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10266436A JPH10266436A (en) | 1998-10-06 |
| JP3266181B2 true JP3266181B2 (en) | 2002-03-18 |
Family
ID=13581540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP07562397A Expired - Lifetime JP3266181B2 (en) | 1997-03-27 | 1997-03-27 | Vertical wall panel mounting structure and anchor fittings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3266181B2 (en) |
-
1997
- 1997-03-27 JP JP07562397A patent/JP3266181B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10266436A (en) | 1998-10-06 |
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