JPH06193167A - Wall panel mounting method - Google Patents
Wall panel mounting methodInfo
- Publication number
- JPH06193167A JPH06193167A JP36203692A JP36203692A JPH06193167A JP H06193167 A JPH06193167 A JP H06193167A JP 36203692 A JP36203692 A JP 36203692A JP 36203692 A JP36203692 A JP 36203692A JP H06193167 A JPH06193167 A JP H06193167A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- bolt
- fixed
- shaped angle
- plate
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 14
- 238000003466 welding Methods 0.000 claims description 3
- 239000002184 metal Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000011381 foam concrete Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、インサート金具が埋設
された壁パネルを構造躯体に取付ける方法、特に柱の背
後において取付ける方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for mounting a wall panel in which an insert fitting is embedded in a structural frame, and more particularly to a method for mounting the wall panel behind a column.
【0002】[0002]
【従来の技術】従来から、建物用の壁パネルに長ナット
等で代表されるインサート金具を埋設し、そのインサー
ト金具に壁パネルの外方からボルトを螺入するととも
に、そのボルトの頭部を係止可能な特定の取付金具を介
して建物の梁上のL型アングル等に壁パネルを固定する
方法は周知である。2. Description of the Related Art Conventionally, an insert metal fitting represented by a long nut or the like is embedded in a wall panel for a building, a bolt is screwed into the insert metal fitting from the outside of the wall panel, and the head of the bolt is A method of fixing a wall panel to an L-shaped angle or the like on a beam of a building through a specific fitting that can be locked is well known.
【0003】[0003]
【発明が解決しようとする課題】前記方法は壁パネルを
確実に梁に固定する方法として優れているが、建込まれ
ようとする壁パネルのインサート金具が建物の構造躯体
である柱の背後に偶然にも位置する事態に至り、しかも
前記壁パネルと柱の間隔がインサート金具に螺入される
ボルトの長さより狭くなっている場合は、前記インサー
ト金具に対してボルトをどのように螺入するかが問題と
なる。本発明の課題はこのような問題を解消し得る梁に
対する壁パネルの取付方法を提供することにある。Although the above method is excellent as a method for securely fixing the wall panel to the beam, the insert metal fitting of the wall panel to be built is installed behind the pillar which is the structural frame of the building. If it happens to be located accidentally and the distance between the wall panel and the pillar is narrower than the length of the bolt screwed into the insert fitting, how to screw the bolt into the insert fitting Becomes a problem. An object of the present invention is to provide a method of attaching a wall panel to a beam that can solve such a problem.
【0004】[0004]
【課題を解決するための手段】前記の課題を解決するた
めに、請求項1の発明は、L型アングルを梁の上面に両
者が平行になるように固定するとともに、中央上部に上
下方向に切欠かれた切欠き部を有する稲妻プレートをそ
のL型アングルに溶接固定した後、次いで、壁パネルの
インサート金具にボルトを螺入してそのボルトの頭部側
を前記切欠き部に落とし込むという手段を採用する。In order to solve the above-mentioned problems, the invention of claim 1 fixes the L-shaped angle on the upper surface of the beam so that they are parallel to each other, and vertically in the upper center part. A means for fixing a lightning plate having a notched cutout portion to its L-shaped angle by welding, and then screwing a bolt into an insert fitting of a wall panel to drop the head side of the bolt into the cutout portion. To adopt.
【0005】請求項2の発明は、L型アングルを梁の上
面に両者が平行になるように固定するとともに、該L型
アングルにおける垂直フランジ部の背面に上層壁パネル
の自重受け部材を溶接固定した後、前記壁パネルの下方
に建込まれた下層壁パネルの上部側に板状の連結部材の
一端部を固定し、他端部を前記自重受け部材に貫通させ
て前記上層壁パネルの下部側にまで立ち上がらせ、最後
に前記連結部材の中央上部に切欠き形成された切欠き部
に、前記上層壁パネルのインサート金具に螺入されたボ
ルトの頭部側を落とし込むという手段を採用する。According to the second aspect of the present invention, the L-shaped angle is fixed to the upper surface of the beam so that both are parallel to each other, and the self-weight receiving member of the upper wall panel is welded and fixed to the rear surface of the vertical flange portion of the L-shaped angle. After that, one end of the plate-like connecting member is fixed to the upper side of the lower layer wall panel built below the wall panel, and the other end is passed through the self-weight receiving member to lower the upper layer wall panel. A means is adopted in which the head side of the bolt screwed into the insert fitting of the upper layer wall panel is dropped into a notch formed in the central upper part of the connecting member at the end.
【0006】[0006]
【作用】請求項1の発明においては、中央上部に上下方
向に切欠かれた切欠き部を有する稲妻プレートがL型ア
ングルに溶接固定されているので、インサート金具に螺
入されているボルトの頭部側を前記切欠き部に落とし込
むだけで、壁パネルは水平面のいずれの方向に対しても
移動不能になるとともに、前記ボルトには壁パネルの自
重が絶えずかかることになるので、前記切欠き部からボ
ルトが飛び上がることはない。請求項2の発明は、前項
1発明の稲妻プレートの代わりに使用した板状の連結部
材においてもその取付方法が相違するものの、請求項1
の発明と同様に作用する。According to the invention of claim 1, since the lightning plate having the notched portion cut out in the vertical direction at the center upper portion is welded and fixed to the L-shaped angle, the head of the bolt screwed into the insert fitting. The wall panel becomes immovable in any direction of the horizontal plane only by dropping the part side into the cutout portion, and the weight of the wall panel is constantly applied to the bolt. The bolt doesn't jump out from. The invention according to claim 2 is different from the lightning plate according to claim 1 in the plate-shaped connecting member used in place of the lightning plate, but the mounting method is different.
The same function as the invention of.
【0007】[0007]
【実施例1】次に、請求項1の発明を構造躯体に軽量気
泡コンクリート(ALC)パネルを取付ける態様に具体
化した一実施例を図1〜3を参照しながら説明する。壁
パネルを建物の構造躯体に張付けてゆく建築施工方式に
おいては、まず柱1を適宜本数、立設し、その間を梁2
で接続して建物の構造躯体3を構築する。そして、構造
躯体3に外壁となる壁パネル4を下方から順次張り付け
る。EXAMPLE 1 Next, an example in which the invention of claim 1 is embodied in a mode in which a lightweight cellular concrete (ALC) panel is attached to a structural body will be described with reference to FIGS. In the construction method in which the wall panels are attached to the structural frame of the building, first, an appropriate number of columns 1 are erected and beams 2 are provided between them.
And the structure frame 3 of the building is constructed. Then, the wall panel 4 serving as an outer wall is sequentially attached to the structural body 3 from below.
【0008】この建築方式において前記壁パネル4の厚
さ方向に向けて長ナットのようなインサート金具5が埋
設されているような壁パネルを特定の取付金具を介して
梁2に固定する場合、まず梁2に対してL型アングル6
を両者が平行になるように溶接して又はボルト止めして
固定する。L型アングル6の垂直フランジ部6aの背面
には適当間隔をおいて、壁パネル4を支持する自重受け
部材7が溶接固定される。通常自重受け部材7は相隣接
する壁パネル4をその下部隅部で同時に支持できる位置
に垂直フランジ部6aに溶接固定される。In this construction method, when a wall panel in which an insert metal fitting 5 such as a long nut is embedded in the thickness direction of the wall panel 4 is fixed to the beam 2 through a specific mounting metal fitting, First, the L-shaped angle 6 with respect to the beam 2
Are fixed by welding or bolting so that they are parallel to each other. A weight receiving member 7 for supporting the wall panel 4 is welded and fixed to the rear surface of the vertical flange portion 6a of the L-shaped angle 6 at appropriate intervals. Normally, the self-weight receiving member 7 is welded and fixed to the vertical flange portion 6a at a position where the adjacent wall panels 4 can be simultaneously supported at the lower corners thereof.
【0009】壁パネル4の下部寄りに埋設されたインサ
ート金具5の開口部を外方に露出させた後、このインサ
ート金具5にボルト8を介して側面が稲妻型をなしてい
る稲妻プレート9の一端部を固定するとともに、他端部
を下方に向けて垂直フランジ部6aに引っ掛ける。After exposing the opening of the insert metal fitting 5 buried near the lower part of the wall panel 4 to the outside, the lightning plate 9 of which the side surface is a lightning bolt through the bolt 8 is inserted into the insert metal fitting 5. One end is fixed and the other end is hooked downward on the vertical flange 6a.
【0010】このようにすることにより一応壁パネル4
は梁2に固定されることになるが、前記壁パネル4の下
層に建込まれる下層壁パネル10の上部側に埋設されて
いるインサート金具11にボルト12を介して板状の連
結部材13の一端側を固定する。そして、連結部材13
の他端側を上方に向けるとともに、下層壁パネル10の
上層にある前記した壁パネル(これを以下において、上
層壁パネルとも称するの)4と上記垂直フランジ部6a
との間に前記他端部を挾持させる。By doing so, the wall panel 4 is temporarily used.
Will be fixed to the beam 2, but the plate-shaped connecting member 13 of the insert metal fitting 11 embedded in the upper side of the lower layer wall panel 10 built in the lower layer of the wall panel 4 via the bolt 12 Fix one end. And the connecting member 13
The other end of the lower wall panel 10 is directed upward, and the above-mentioned wall panel (also referred to as an upper wall panel in the following) 4 above the lower wall panel 10 and the vertical flange portion 6a.
The other end is held between and.
【0011】以上の構成は従来技術のそれと同じである
が、本発明では上層壁パネル4のインサート金具5と螺
合するボルト8及び稲妻プレート9の形状・構造が従来
技術のそれらと相違する。すなわち、ボルト8において
は、図2に示すようにその頭部14側に2枚の鍔状部材
15、16が稲妻プレート9の厚みTよりわずかに大き
い間隔をおいて固定されているとともに、稲妻プレート
9においては、図3に示すようにその中央上部に上下方
向を向いて切り欠かかれた切欠き部17が形成されてい
る。そして、前記切欠き部17にボルト8の本体部18
のうち、前記2枚の鍔状部材15、16間の本体部が挿
入されるようになっている。The above construction is the same as that of the prior art, but in the present invention, the shapes and structures of the bolt 8 and the lightning plate 9 screwed with the insert fitting 5 of the upper wall panel 4 are different from those of the prior art. That is, in the bolt 8, as shown in FIG. 2, two collar-shaped members 15 and 16 are fixed to the head portion 14 side with a space slightly larger than the thickness T of the lightning plate 9, and In the plate 9, as shown in FIG. 3, a notch portion 17 is formed in the upper center part of the plate 9 so as to face in the vertical direction. The body portion 18 of the bolt 8 is attached to the cutout portion 17.
Of these, the main body portion between the two flange-shaped members 15 and 16 is inserted.
【0012】以上の構成部材を使用して柱3の背後に壁
パネル4、10を取付には次の手順で施工する。まず、
L型アングル6を梁2の上面に両者が平行になるように
溶接固定する。このときL型アングル6のうち水平フラ
ンジ部6bが柱1に当たる部分は当然切り落とされる。
次いで稲妻プレート9と自重受け部材7とを垂直フラン
ジ部6aの正面側(柱1側)及び背面側にそれぞれ溶接
固定する。The wall panels 4 and 10 are attached to the back of the pillar 3 using the above-mentioned components by the following procedure. First,
The L-shaped angle 6 is welded and fixed to the upper surface of the beam 2 so that they are parallel to each other. At this time, the portion of the L-shaped angle 6 where the horizontal flange portion 6b abuts the column 1 is naturally cut off.
Next, the lightning plate 9 and the self-weight receiving member 7 are welded and fixed to the front side (post 1 side) and the back side of the vertical flange portion 6a, respectively.
【0013】上層壁パネル4の下部及び下層壁パネル1
0の上部に埋設されているインサート金具5、11にボ
ルト8、12をそれぞれ螺合する。下層パネル10のボ
ルト12を螺合するときは連結部材13を固定する。下
層壁パネル10を建付けて連結部材13の上部を垂直フ
ランジ部6aに当接させた後、上層壁パネル4を建付け
るとともに、そのボルト8の頭部側を前記切欠き部17
に落とし込む。The lower part of the upper wall panel 4 and the lower wall panel 1
Bolts 8 and 12 are respectively screwed into insert metal fittings 5 and 11 embedded in the upper part of 0. When screwing the bolt 12 of the lower layer panel 10, the connecting member 13 is fixed. After the lower layer wall panel 10 is installed and the upper portion of the connecting member 13 is brought into contact with the vertical flange portion 6a, the upper layer wall panel 4 is installed, and the head side of the bolt 8 is attached to the cutout portion 17
Drop it into.
【0014】すると、上層壁パネル4と柱1との間隔が
ボルト8の長さよりも小さいときでも上層壁パネル4を
L型アングル6に容易に固定することができる。従っ
て、柱1の背後における上層壁パネル4の建付け施工効
率を高めることができる。なお柱1の背後において下層
パネル10を建込む場合もそれが直接基礎(図示なし)
に建込まれる場合を除いて上層パネル4の場合と同様に
建込まれる。Then, even when the distance between the upper wall panel 4 and the pillar 1 is smaller than the length of the bolt 8, the upper wall panel 4 can be easily fixed to the L-shaped angle 6. Therefore, the construction efficiency of the upper wall panel 4 behind the pillar 1 can be increased. In addition, when the lower panel 10 is installed behind the pillar 1, it is the foundation directly (not shown).
It is built in the same way as the case of the upper panel 4 except that it is built in.
【0015】[0015]
【実施例2】次に、請求項2の発明を前記実施例同様に
して、構造躯体にALCパネルを取り付ける態様に具体
化した一実施例を図4〜6を参照しながら説明する。こ
の実施例でも実施例1に述べた柱1、L型アングル6、
自重受け部材7、上下層壁パネル4、10、インサート
金具5、11、ボルト8、12及び連結部材13が使用
され、稲妻プレートは使用されない。しかしながら、本
実施例の自重受け部材7の取付け位置及び形状、上層壁
パネル4のボルト8の形状並びに連結部材13の形状は
実施例1のそれらと相違する。[Embodiment 2] Next, an embodiment in which the invention of claim 2 is embodied in the same manner as the embodiment described above in a mode in which an ALC panel is attached to a structural body will be described with reference to FIGS. Also in this embodiment, the pillar 1, the L-shaped angle 6 described in the first embodiment,
The self-weight receiving member 7, the upper and lower wall panels 4, 10, the insert fittings 5, 11, the bolts 8, 12 and the connecting member 13 are used, and the lightning plate is not used. However, the attachment position and shape of the self-weight receiving member 7 of this embodiment, the shape of the bolt 8 of the upper wall panel 4 and the shape of the connecting member 13 are different from those of the first embodiment.
【0016】すなわち、自重受け部材7は図4に示すよ
うに上層壁パネル4をその中央部下端で支持できるよう
にL型アングル6の垂直フランジ部6aに溶接固定され
ていると共に、同フランジ部6a寄りに連結部材13の
横断面よりわずか大きな透孔19が設けられている。ま
た、上層壁パネル4のボルト8は普通の形状をなしてい
る。更に連結部材13は、図5に示すように前記ボルト
8の位置より上方にまで延びているとともに、その中央
上部に上下方向に切り欠かかれた切欠き部20が形成さ
れている。That is, as shown in FIG. 4, the self-weight receiving member 7 is welded and fixed to the vertical flange portion 6a of the L-shaped angle 6 so that the upper wall panel 4 can be supported by the lower end of the central portion thereof, and the flange portion is also supported. A through hole 19 slightly larger than the cross section of the connecting member 13 is provided near 6a. Further, the bolt 8 of the upper wall panel 4 has a normal shape. Further, as shown in FIG. 5, the connecting member 13 extends upward from the position of the bolt 8 and has a notch 20 cut out in the vertical direction at the upper center thereof.
【0017】この実施例において、図6に示すように実
施例1と同様にして、下層壁パネル10を建込んで連結
部材13をL型アングル6の垂直フランジ部6aに当接
した後、連結部材13が透孔19を貫通するような状態
で垂直フランジ部6aに自重受け部材7を溶接固定し
(自重受け部材を溶接固定してから、透孔19に連結部
材13を挿通させながら下層壁パネル10を建込んでも
よい)、連結部材13の切欠き部20に上層壁パネル4
のボルト8の頭部14側の本体18を落とし込んでもよ
い。この場合、ボルト18を上層壁パネル4のインサー
ト金具5に対して完全に螺入することなく、連結部材1
3の厚み分だけ残して螺入する。In this embodiment, as shown in FIG. 6, in the same manner as in the first embodiment, the lower wall panel 10 is built up, and the connecting member 13 is brought into contact with the vertical flange portion 6a of the L-shaped angle 6 and then connected. The self-weight receiving member 7 is welded and fixed to the vertical flange portion 6a in a state where the member 13 penetrates the through hole 19 (the self-weight receiving member is welded and fixed, and then the connecting member 13 is inserted through the through hole 19 to form the lower layer wall). The panel 10 may be built in), and the upper wall panel 4 is provided in the notch 20 of the connecting member 13.
The main body 18 on the head 14 side of the bolt 8 may be dropped. In this case, the bolt 18 is not completely screwed into the insert fitting 5 of the upper wall panel 4, and the connecting member 1
Screw in leaving only the thickness of 3.
【0018】以上のように上層壁パネル4をL型アング
ル6に固定するようにすると、実施例1に比較して、連
結部材13を長くして中央上部に切欠き部20を形成す
るだけで、稲妻プレートを省略することができるという
効果がこの実施例で発揮される。When the upper wall panel 4 is fixed to the L-shaped angle 6 as described above, the connecting member 13 is elongated and the notch 20 is formed in the central upper portion as compared with the first embodiment. The effect that the lightning plate can be omitted is exerted in this embodiment.
【0019】本発明はその根本的技術思想を踏襲してそ
の効果を著しく損なわない限度において、前記の実施態
様を変更して本発明を実施することができる。例えば実
施例1においてボルト8の頭部14側の鍔状部材15を
省略することができるし、実施例2においてボルト8を
切欠き部20に落とし込んだ後、増締めすることもでき
る。また、稲妻プレート9の上端部にボルト8の頭部1
8を挿入し易くするために、前記上端部を面取りしてお
くことも可能である。面取りの態様としては、図7に示
すように上端面を半円形曲面にする方法が最も好まし
い。The present invention can be carried out by modifying the above-described embodiment within the scope of not impairing the effect of the invention in accordance with the fundamental technical idea thereof. For example, the collar-shaped member 15 on the head 14 side of the bolt 8 can be omitted in the first embodiment, and in the second embodiment, the bolt 8 can be retightened after being dropped into the notch 20. Further, the head 1 of the bolt 8 is attached to the upper end of the lightning plate 9.
It is also possible to chamfer the upper end in order to make it easier to insert 8. The chamfering method is most preferably a method in which the upper end surface is a semicircular curved surface as shown in FIG.
【0020】[0020]
【発明の効果】以上詳述したように、本発明は柱の背後
に壁パネルのインサート金具が存在するように構造躯体
に固定される壁パネルの建込み作業を効率よく実施でき
るという優れた効果を発揮する。As described in detail above, the present invention has an excellent effect that the work of constructing a wall panel fixed to a structural body such that an insert fitting of the wall panel exists behind the pillar can be efficiently carried out. Exert.
【図1】実施例1の部分縦断面図である。FIG. 1 is a partial vertical sectional view of a first embodiment.
【図2】実施例1に使用されるボルトの側面図である。FIG. 2 is a side view of a bolt used in the first embodiment.
【図3】実施例1に使用される稲妻プレートを示す正面
図である。3 is a front view showing a lightning plate used in Example 1. FIG.
【図4】実施例1に使用される自重受け部材の上面図で
ある。FIG. 4 is a top view of a weight receiving member used in the first embodiment.
【図5】実施例1に使用される連結部材の側面図であ
る。FIG. 5 is a side view of a connecting member used in the first embodiment.
【図6】実施例2の部分縦断面図である。FIG. 6 is a partial vertical cross-sectional view of the second embodiment.
【図7】稲妻プレートの他の態様を示す斜視図である。FIG. 7 is a perspective view showing another aspect of the lightning plate.
2 梁 4 (上層)壁パネル 5 インサート金具 6 L型アングル 6a 垂直フランジ部 7 自重受け部材 8 ボルト 9 稲妻プレート 10 下層パネル 13 連結部材 17 切欠き部 18 頭部 20 切欠き部 2 Beam 4 (upper layer) Wall panel 5 Insert metal fitting 6 L-shaped angle 6a Vertical flange part 7 Self-weight receiving member 8 Bolt 9 Lightning plate 10 Lower layer panel 13 Connecting member 17 Notch part 18 Head part 20 Notch part
Claims (3)
両者が平行になるように固定した後、中央上部に上下方
向に切欠かれた切欠き部(17)を有する稲妻プレート
(9)を前記L型アングルに溶接固定し、次いで、壁パ
ネル(4)のインサート金具(5)にボルト(8)を螺
入してそのボルトの頭部(18)側を前記切欠き部に落
とし込むことを特徴とする壁パネルの取付方法。1. A lightning plate (1) having an L-shaped angle (6) fixed to the upper surface of a beam (2) so that they are parallel to each other, and having a notch (17) vertically cut at the upper center. 9) is welded and fixed to the L-shaped angle, and then the bolt (8) is screwed into the insert fitting (5) of the wall panel (4) so that the head (18) side of the bolt is in the cutout portion. A method of mounting a wall panel that is characterized by dropping it.
れている請求項1記載の壁パネルの取付方法。2. The method for mounting a wall panel according to claim 1, wherein the lightning plate has a chamfered upper end.
両者が平行になるように固定するとともに、前記L型ア
ングルにおける垂直フランジ部(6a)の背面に上層壁
パネル(4)の自重受け部材(7)を溶接固定し、更に
前記上層壁パネルの下方に建込まれた下層壁パネル(1
0)の上部に板状の連結部材(13)の一端部を固定
し、他端部を前記自重受け部材を貫通させて前記上層壁
パネルの下部側にまで立ち上がらせ、最後に前記連結部
材の中央上部に切欠き形成された切欠き部(20)に、
前記上層壁パネルのインサート金具(5)に螺入された
ボルト(8)の頭部側を落とし込むことを特徴とする壁
パネルの取付方法。3. The L-shaped angle (6) is fixed to the upper surface of the beam (2) so that they are parallel to each other, and the upper wall panel (4) is provided on the back surface of the vertical flange portion (6a) of the L-shaped angle. The self-weight receiving member (7) is fixed by welding, and the lower layer wall panel (1) is installed below the upper layer wall panel.
0), one end of a plate-like connecting member (13) is fixed, and the other end of the plate-like connecting member (13) penetrates the self-weight receiving member to rise to the lower side of the upper layer wall panel. In the notch portion (20) formed in the upper center,
A method for mounting a wall panel, characterized in that the head side of a bolt (8) screwed into the insert fitting (5) of the upper wall panel is dropped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4362036A JP2808393B2 (en) | 1992-12-25 | 1992-12-25 | Wall panel mounting method and mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4362036A JP2808393B2 (en) | 1992-12-25 | 1992-12-25 | Wall panel mounting method and mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06193167A true JPH06193167A (en) | 1994-07-12 |
| JP2808393B2 JP2808393B2 (en) | 1998-10-08 |
Family
ID=18475697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4362036A Expired - Fee Related JP2808393B2 (en) | 1992-12-25 | 1992-12-25 | Wall panel mounting method and mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2808393B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6395703B2 (en) | 1995-05-17 | 2002-05-28 | Sunburst Chemicals, Inc. | Solid detergents with active enzymes and bleach |
| US6777383B1 (en) | 1995-05-17 | 2004-08-17 | Sunburst Chemicals, Inc. | Solid detergents with active enzymes and bleach |
| CN102174848A (en) * | 2011-03-08 | 2011-09-07 | 昆山美邦搪瓷有限公司 | Fixed front suspender structure for decorative building enamelled steel sheet |
| JP2020158972A (en) * | 2019-03-25 | 2020-10-01 | 旭化成建材株式会社 | Wall panel mounting method, wall panel mounting structure, washer plate and building |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01154934A (en) * | 1987-12-14 | 1989-06-16 | Asahi Chem Ind Co Ltd | Its own weight receiving fitting for mounting wall panel |
-
1992
- 1992-12-25 JP JP4362036A patent/JP2808393B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01154934A (en) * | 1987-12-14 | 1989-06-16 | Asahi Chem Ind Co Ltd | Its own weight receiving fitting for mounting wall panel |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6395703B2 (en) | 1995-05-17 | 2002-05-28 | Sunburst Chemicals, Inc. | Solid detergents with active enzymes and bleach |
| US6777383B1 (en) | 1995-05-17 | 2004-08-17 | Sunburst Chemicals, Inc. | Solid detergents with active enzymes and bleach |
| CN102174848A (en) * | 2011-03-08 | 2011-09-07 | 昆山美邦搪瓷有限公司 | Fixed front suspender structure for decorative building enamelled steel sheet |
| JP2020158972A (en) * | 2019-03-25 | 2020-10-01 | 旭化成建材株式会社 | Wall panel mounting method, wall panel mounting structure, washer plate and building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2808393B2 (en) | 1998-10-08 |
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| LAPS | Cancellation because of no payment of annual fees |