JPH0578731U - Wall panel mounting structure - Google Patents

Wall panel mounting structure

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Publication number
JPH0578731U
JPH0578731U JP3192092U JP3192092U JPH0578731U JP H0578731 U JPH0578731 U JP H0578731U JP 3192092 U JP3192092 U JP 3192092U JP 3192092 U JP3192092 U JP 3192092U JP H0578731 U JPH0578731 U JP H0578731U
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JP
Japan
Prior art keywords
wall panel
piece
metal
ruler
attached
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
Application number
JP3192092U
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Japanese (ja)
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JP2585991Y2 (en
Inventor
秀機 福永
Original Assignee
ミサワセラミックス株式会社
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Priority to JP1992031920U priority Critical patent/JP2585991Y2/en
Publication of JPH0578731U publication Critical patent/JPH0578731U/en
Application granted granted Critical
Publication of JP2585991Y2 publication Critical patent/JP2585991Y2/en
Anticipated expiration legal-status Critical
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Abstract

(57)【要約】 【目的】 壁パネルを横張りで鉄骨柱に取付ける場合
に、地震等の水平力に十分対応できる取付けとすると共
に、金物構成を簡単にした取付け構造を得る。 【構成】 鉄骨柱1に所要長さの下地金具2を水平に接
合する。この金具の水平片2aの上下面に定規アングル
3,4を接合する。一方、壁パネルPの内面側下部と上
部に下側金物5と上側金物7を取り付ける。両金物は側
面視h字形として係止片を形成し、更に下側金物の係止
片には高さ調整ボルトHB螺合用のナットNを設けてい
る。これらの金物による壁パネルの取付けは、下側金物
を鉄骨柱の上側定規アングルの立片に係合し、上側金物
を下側定規アングルの立片に係合する。そして、高さ調
整ボルトでパネルレベルを調整した後、下側金物と定規
アングルを溶接して固定する。
(57) [Summary] [Purpose] When a wall panel is installed horizontally on a steel column, the installation structure should be sufficient for horizontal forces such as earthquakes, and the installation structure should be simple. [Structure] A base metal fitting 2 having a required length is horizontally joined to a steel column 1. Ruler angles 3 and 4 are joined to the upper and lower surfaces of the horizontal piece 2a of this metal fitting. On the other hand, the lower metal piece 5 and the upper metal piece 7 are attached to the lower part and the upper part on the inner surface side of the wall panel P. Both metal parts are formed in a h-shape when viewed from the side, and a locking piece is formed on the lower metal part, and a nut N for screwing a height adjusting bolt HB is provided on the locking piece of the lower metal part. The mounting of the wall panel with these hardware engages the lower metal with the upper ruler-angled stand of the steel column and the upper metal with the lower ruler-angled stand. Then, after adjusting the panel level with the height adjustment bolt, the lower hardware and the ruler angle are welded and fixed.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、建物躯体を構成する鉄骨柱に取付け金物を介してカーテンウォール 構法によるコンクリート製の壁パネルの取付け構造に関するものである。 The present invention relates to a structure for mounting a concrete wall panel by a curtain wall construction method through a mounting metal fitting to a steel frame column constituting a building frame.

【0002】[0002]

【従来の技術】[Prior Art]

建物躯体に壁パネルを取付ける場合、躯体側と壁パネル側の双方にそれぞれの 金物を取付けてこれらを係合させることにより取付けるといったことが行われて いる。 この取付けに当たって、一般的にはいわゆる縦張りの場合は建物躯体の梁が利 用されるが、横張りの場合は梁が利用できないので柱(鉄骨柱)を利用して取付 けることがなされている。 When a wall panel is attached to a building frame, it is a common practice to attach metal parts to both the frame side and the wall panel side, and to engage them by engaging them. In this installation, generally, beams of the building frame are used in the case of so-called vertical lining, but beams cannot be used in the case of horizontal lining, so it can be done by using columns (steel columns). There is.

【0003】 鉄骨柱を利用した壁パネルの取付け構造としては、例えば特開昭61−165 444号公報とか特開平1−158142号公報に示される手段がある。これら の技術は、鉄骨柱に左右に延出する係止片を設け、この係止片に対して壁パネル の側辺部を引っ掛けるようにイナズマ形プレートを利用して取付けるようにした 方式である。As a wall panel mounting structure using steel columns, there are means disclosed in, for example, Japanese Patent Application Laid-Open No. 61-165444 and Japanese Patent Application Laid-Open No. 1-158142. In these technologies, a locking piece that extends to the left and right is provided on the steel column, and a locking plate is used to attach the side edge of the wall panel to the locking piece by using a lightning plate. ..

【0004】 上記の如き取付け技術にあっては、上記前者の公報にも記しているように、イ ナズマ形プレートを壁パネルへ単にボルト締めしただけでは、ポルトが緩んだ場 合に当該プレートが回転して壁パネルの係止が外れる不安があるので、最終的に は鉄骨側係止片とイナズマ形プレートを溶接等により確実に固定する必要がある 。しかしてこのように固定すると、いわゆる耐震性に劣ることになる。 そこで、上記前者の技術には、溶接等を施さなくても上記方式におけるイナズ マ形プレートの固定を確実に行い、耐震性も確保するということが開示されてい る。In the mounting technique as described above, as described in the former publication, simply bolting the lightning plate to the wall panel causes the plate to be loosened when the port is loosened. Since there is a concern that the wall panel will be unlocked when it rotates, it is necessary to finally secure the steel frame side locking piece and the lightning plate by welding or the like. However, if it is fixed in this way, it will be inferior in so-called earthquake resistance. Therefore, the former technique discloses that the lightning plate is reliably fixed in the above method without welding or the like, and seismic resistance is also secured.

【0005】[0005]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、上記技術によっても耐震性については未だ不充分である。 即ち、壁パネルの破損等を防ぐ耐震性は、特に水平力を考慮することが必要で ある。カーテンウォールが水平力を受けた場合、建物躯体の水平方向の変位に対 して壁パネルは相対的に摺動したり回動したりして上記変位を吸収するように設 定される。壁パネルがいわゆる縦張りの場合は、建物躯体の上下の梁でパネルを 支持するので、上記変位に対しても対応しやすいが、横張りの場合前述前者のよ うな技術によっても、壁パネルを側辺部で引っ掛ける限り当該金物に制限される ので、水平力による変位量を充分吸収できるほどに設定することは困難なもので ある。 以上のような従来の問題点に鑑みて本考案がなされたもので、上記変位量の充 分な吸収を可能とし、構造を簡単にして施工も容易にした壁パネルの取付け構造 を提供することを目的とするものである。 However, even with the above technology, the earthquake resistance is still insufficient. In other words, it is necessary to consider horizontal force in particular for earthquake resistance to prevent damage to wall panels. When the curtain wall receives a horizontal force, the wall panel is set to slide or rotate relative to the horizontal displacement of the building body to absorb the displacement. If the wall panel is so-called vertical, the upper and lower beams of the building frame support the panel, so it is easy to deal with the above displacement, but if it is horizontal, the wall panel can also be supported by the above-mentioned technique. As long as it is hooked at the side, it is limited to the metal object, so it is difficult to set it so that the amount of displacement due to horizontal force can be absorbed sufficiently. The present invention has been made in view of the conventional problems as described above, and provides a wall panel mounting structure capable of sufficiently absorbing the above displacement amount, simplifying the structure, and facilitating construction. The purpose is.

【0006】[0006]

【課題を解決する為の手段】[Means for solving the problem]

上記目的を達成する為、本考案に係る壁パネルの取付け構造は、建物躯体の鉄 骨柱に水平片を突出させて接合した下地金具の上記水平片の上下面に所要長さの 定規アングルをそれぞれの立片が取付ける壁パネル面と平行になるように接合し た躯体側金物と、側面視h字形として係止片を形成し、その係止片に高さ調整ボ ルトが螺合するナットを設けて壁パネル内面側下部に取付けた下側金物と、側面 視逆h字形として係止片を形成し、壁パネル内面側上部に取付けた上側金物とか らなり、 躯体側金物の上側定規アングルの立片に上位側壁パネルの下側金物を係止させ 高さ調整ボルトにより高さを設定して定規アングルと下側金物を溶接固定すると 共に、躯体側金物の下側定規アングルの立片に下位側壁パネルの上側金物を摺動 可能に係止した構成である。 In order to achieve the above-mentioned object, the wall panel mounting structure according to the present invention has a ruler angle of a required length on the upper and lower surfaces of the horizontal piece of the base metal which is made by projecting and joining the horizontal piece to the steel column of the building frame. A nut on which the metal fittings that are joined so that each standing piece is parallel to the wall panel surface to be attached and the locking piece that is h-shaped in side view are formed, and the height adjustment bolt is screwed into the locking piece. The lower metal fitting attached to the lower part of the inner surface of the wall panel and the upper metal fitting attached to the upper part of the inner surface of the wall panel with the locking piece formed as an inverted h shape in side view. The lower metal piece of the upper side wall panel is locked to the vertical piece of the above, the height is set by the height adjustment bolt, and the ruler angle and the lower metal object are welded and fixed. Sliding the upper side hardware of the lower side wall panel It is a stopped configuration.

【0007】[0007]

【作用】[Action]

地震が生じて水平力が加わった場合、壁パネルの下部は鉄骨柱の水平方向変位 に追従して移動変位するものの、壁パネルの上部は、定規アングルに対して上側 金物が摺動可能に係止しているだけであるので、上記変位に追従せず、即ち定規 アングルに対して相対移動することになる。この相対移動は、移動方向に格別の 制限部材がないので、変位量の大小に拘わらす充分に吸収することができる。 また、壁パネルの取付けは、上下の壁パネルを1カ所の下地金具に接合した定 規アングルで行うので、部材構成が簡単であると共に施工も集中して行うことが できる。 When an earthquake occurs and horizontal force is applied, the lower part of the wall panel moves and displaces following the horizontal displacement of the steel column, but the upper part of the wall panel allows the upper hardware to slide relative to the ruler angle. Since it is only stopped, it does not follow the above displacement, that is, it moves relative to the ruler angle. This relative movement can be sufficiently absorbed regardless of the amount of displacement, since there is no special restriction member in the movement direction. Further, since the wall panels are attached at a fixed angle in which the upper and lower wall panels are joined to the base metal fittings at one place, the member structure is simple and the construction can be concentrated.

【0008】[0008]

【実施例】【Example】

以下、本考案の実施例を図面に基づいて説明する。 図1は、取付け金物による建物躯体への壁パネル取付け前の構造を示す構成斜 視図であり、図2は壁パネルを建物躯体に取付けた状態を示す要部側面図、図3 は図2におけるA−A線矢視図である。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing the structure before the wall panel is attached to the building frame by the mounting hardware, FIG. 2 is a side view of the main part showing the state in which the wall panel is attached to the building frame, and FIG. FIG. 9 is a view taken along the line AA in FIG.

【0009】 図において、1は建物躯体を構成する鉄骨柱(図例はH型鋼の一部を示す)で あり、この鉄骨柱1の外側面の、上下に位置する壁パネルPの上下端部が位置す る部分には、アングル形状の下地金具2を鉄骨柱1と直交させて水平片2aが突 出るように溶接等で接合している。尚、図示しないが、この水平片2aと立片2 bとでなす内角部には、耐折曲応力用として必要に応じ補強リブを適宜付設して もよい。In the drawing, reference numeral 1 denotes a steel frame column (a part of an H-shaped steel is shown in the figure) that constitutes a building frame, and upper and lower end portions of wall panels P located above and below the outer surface of the steel frame column 1. At the portion where is located, an angle-shaped base metal fitting 2 is made orthogonal to the steel frame pillar 1 and joined by welding or the like so that the horizontal piece 2a projects. Although not shown, a reinforcing rib may be appropriately attached to the inner corner formed by the horizontal piece 2a and the upright piece 2b as necessary for bending stress resistance.

【0010】 3及び4は、上記水平片2aの上下面に溶接等で接合した定規アングルであり 、下地金具2と略同長にして、それぞれの立片3a,4aが壁パネルPの面と平 行になるように、また出入りレベルを同じにして接合している。 躯体側金物としては上記下地金具2,上下の定規アングル3,4で構成してい る。Reference numerals 3 and 4 are ruler angles joined to the upper and lower surfaces of the horizontal piece 2a by welding or the like, and have substantially the same length as that of the base metal 2, and the respective standing pieces 3a and 4a form a surface of the wall panel P. They are joined so that they are flat and the entrance and exit levels are the same. The metal fittings on the skeleton side are composed of the above-mentioned base metal fitting 2, the upper and lower ruler angles 3 and 4.

【0011】 5は、壁パネルPの内面側下部に長孔5aから取付けボルトB(図2,図3参 照)を緊締して取付ける下側金物であり、図例は鉄骨柱1に壁パネルPの側端部 が位置するものとして壁パネルPの下部コーナー部に取付けるようにしている。 この下側金物5は、側面視h字形として係止片6を突出させてなり、係止片6の 外面には高さ調整ボルトHBが螺合するナットNを接合している。下側金物5と して、図例においては平板からなる基板51にイナズマ板61を接合した形態と しているが、一枚の平板から一部を切り起こして係止片6を形成するようにして もよい。Reference numeral 5 denotes a lower metal fitting to which a mounting bolt B (see FIGS. 2 and 3) is tightened and attached from a long hole 5a to a lower portion on the inner surface side of the wall panel P. The side end of P is positioned so that it is attached to the lower corner of the wall panel P. The lower metal piece 5 has an h-shaped side view in which a locking piece 6 is projected, and a nut N to which a height adjusting bolt HB is screwed is joined to the outer surface of the locking piece 6. In the illustrated example, the lower metal piece 5 has a flat plate substrate 51 and a lightning plate 61 joined thereto. However, a part of one flat plate is cut and raised to form the locking piece 6. May be

【0012】 7は、壁パネルPの内面側上部に長孔7aから取付けボルトB(図2,図3参 照)を緊締して取付ける上側金物であり、図例は下側金物5と同様に壁パネルP の上部コーナー部に取付けるようにしている。この上側金物7においては、使用 時は上記下側金物5を上下逆向きにする如く側面視逆h字形として係止片8を突 出させている。この上側金物7は、下側金物5から高さ調整ボルトHBとナット Nを省いた形状とすることにより、基本的な構成を共通にして製造コストを低減 させることができる。Reference numeral 7 is an upper metal fitting to which a mounting bolt B (see FIGS. 2 and 3) is tightened from the elongated hole 7a and attached to the upper portion on the inner surface side of the wall panel P. In the example shown in FIG. It is designed to be attached to the upper corner portion of the wall panel P 1. In this upper metal piece 7, a locking piece 8 is projected in an inverted h shape in side view so that the lower metal piece 5 is turned upside down when used. The upper metal 7 has a shape in which the height adjusting bolt HB and the nut N are omitted from the lower metal 5, thereby making it possible to reduce the manufacturing cost by using the same basic configuration.

【0013】 以上の如き構成において、壁パネルPの取付けに際しては、まず壁パネルPの 取付け位置に対応する鉄骨柱1の所定位置に下地金物2を溶接等により接合する 。次いで、下地金物2の水平片2aの上面に定規アングル3を鉄骨柱1等からの 出入りを調整して溶接等で接合する。また、下地金物2の水平片2aの下面に、 上記定規アングル3と対応して定規アングル4を出入りを調整して溶接等で接合 する。In the structure as described above, when mounting the wall panel P, first, the base metal 2 is joined by welding or the like to a predetermined position of the steel column 1 corresponding to the mounting position of the wall panel P. Next, the ruler angle 3 is joined to the upper surface of the horizontal piece 2a of the base metal 2 by welding or the like while adjusting the entrance / exit of the steel pillar 1 or the like. Further, a ruler angle 4 corresponding to the ruler angle 3 is joined to the lower surface of the horizontal piece 2a of the base metal member 2 by welding or the like in which the entrance / exit is adjusted.

【0014】 この場合、両定規アングル3,4と下地金物2にルーズ孔を設けボルトを挿通 してこれらを仮止め固定とし、後述する壁パネルPの出入り等調整取付け後の位 置決め仕上げとして溶接するようにしてもよく、これによれば施工誤差の調整等 が生じ易い場合に壁パネル取付けの作業性が向上する。In this case, loose holes are provided in both the ruler angles 3 and 4 and the base metal 2, and bolts are inserted through these to temporarily fix and fix them, and as a positioning finish after adjustment attachment of the wall panel P described later and attachment. They may be welded, which improves the workability of mounting the wall panel when adjustment of construction errors is likely to occur.

【0015】 次に、壁パネルPの内面側下部と上部の所定位置にそれぞれ下側金物5,上側 金物7を取付けボルトBにより取付ける。この場合、下側金物5はその長孔5a により壁パネルPに対する取付けレベルを微調整して緊締する。上側金物7は、 取付けボルトBを緊締せずに長孔7aで規定する下レベルに下げておく。この場 合、二つの長孔7aのうち一方の長孔にのみ取付けボルトBを取付け、上側金物 7が回動できるようにしておけば一層便利である。Next, the lower metal piece 5 and the upper metal piece 7 are attached to the predetermined positions on the inner surface lower side and the upper side of the wall panel P by the mounting bolts B. In this case, the lower metal 5 is tightened by finely adjusting the attachment level to the wall panel P by the elongated hole 5a. The upper metal 7 is lowered to the lower level defined by the long hole 7a without tightening the mounting bolt B. In this case, it is more convenient if the mounting bolt B is attached to only one of the two elongated holes 7a so that the upper metal member 7 can rotate.

【0016】 上記設定の後、壁パネルPをクレーン等で吊り下げて下側金物5を鉄骨柱1の 所定の定規アングル3の立片3aに係止片6により係合させる。次いで壁パネル Pの上側を鉄骨柱1に寄せ、下地金具2の下側定規アングル4の立片4aに対し て上側金物7を回動してその係止片8を上記立片4aに係合させる。この場合、 上側金物7の長孔7aにより金物の立片4aに対する係合度合を上下調整して取 付けボルトBを緊締するのであるが、隣接する壁パネルP同士の目地を整列させ る為に下側金物5の高さ調整ボルトHBによりパネルレベルを微調整するのでこ の微調整上下量を考慮して上記上側金物7の緊締作業を行う。After the above setting, the wall panel P is suspended by a crane or the like, and the lower metal piece 5 is engaged with the standing piece 3 a of the predetermined ruler angle 3 of the steel column 1 by the locking piece 6. Next, the upper side of the wall panel P is brought close to the steel frame pillar 1, and the upper metal 7 is rotated with respect to the standing piece 4a of the lower ruler angle 4 of the base metal fitting 2 to engage the locking piece 8 with the standing piece 4a. Let In this case, the elongated hole 7a of the upper metal 7 is used to vertically adjust the degree of engagement of the metal with the vertical piece 4a to tighten the mounting bolt B. In order to align the joints of the adjacent wall panels P with each other. Since the panel level is finely adjusted by the height adjusting bolt HB of the lower metal 5, the upper metal 7 is tightened in consideration of the fine adjustment vertical amount.

【0017】 以上の作業の後、下側金物5の不用意な位置ずれとか緩み等を防止し、また上 側金物7の不用意な緩み等を防止する為に所要の箇所を溶接により固定する。例 えば、図3に示すように、下側金物5においては、取付けボルトBの緩み止め, 定規アングル3と金物の係止片6の当接箇所固定,高さ調整ボルトHBの緩み止 め等であり、上側金物7にあっては取付けボルトBの緩み止めである。After the above work, in order to prevent inadvertent displacement and loosening of the lower metal piece 5 and to prevent inadvertent loosening of the upper metal piece 7, the necessary parts are fixed by welding. .. For example, as shown in FIG. 3, in the lower hardware 5, the mounting bolt B is prevented from loosening, the ruler angle 3 and the metal engaging piece 6 are fixed at the abutting position, the height adjusting bolt HB is prevented from loosening, etc. In the upper metal 7, the mounting bolt B is prevented from loosening.

【0018】 上述の取付け作業は、上下の壁パネルP,Pが隣接する位置においては上下の 壁パネルのそれぞれの下部と上部を鉄骨柱1の1カ所の躯体側金物を共用して行 うので作業箇所が集中することになり、作業の利便性に優れるものである。また 、従来のように下側上側の両金物に個別の躯体側金物を付設することなく共用す るようにしたので、材料コスト的にも有利となる。In the above-mentioned mounting work, at the position where the upper and lower wall panels P, P are adjacent to each other, the lower side and the upper side of the upper and lower wall panels are shared by one frame side metal fitting of the steel column 1. Since the work places are concentrated, the work is excellent in convenience. Further, since the metal parts on the lower side and the upper part on the lower side are not attached to the individual metal parts on the body side as in the prior art, they are commonly used, which is advantageous in terms of material cost.

【0019】 また、上記取付け構造によれば、地震による水平力が加わった場合、壁パネル Pの下部は鉄骨柱1の水平方向変位に追従して移動するものの、壁パネル上部は 上側金物7を定規アングル4に固定していないので結局鉄骨柱1に対して相対移 動することができ、これにより壁パネルPに過大な変位力が負荷されることなく その破損等を防ぐことができる。Further, according to the above-mentioned mounting structure, when a horizontal force due to an earthquake is applied, the lower part of the wall panel P moves following the horizontal displacement of the steel frame column 1, but the upper part of the wall panel mounts the upper metal part 7. Since it is not fixed to the ruler angle 4, it can be moved relative to the steel frame column 1 in the end, so that the wall panel P can be prevented from being damaged without being applied with an excessive displacement force.

【0020】[0020]

【考案の効果】[Effect of the device]

以上詳細に説明した通り、本考案の取付け構造によれば、地震による水平力に 対する上側金物の相対移動量は従来の如く機構的に制限を受けないので、定規ア ングルの設定長さに応じて地震に十分対応させることができる。 また、壁パネルの取付け作業は、上下の壁パネルが隣接する位置においては1 カ所の躯体側金物を共用して行うので、作業が容易であると共に材料コスト的に も有利となる。 As explained in detail above, according to the mounting structure of the present invention, the relative movement amount of the upper metal piece with respect to the horizontal force due to an earthquake is not mechanically restricted as in the conventional case, so that it depends on the set length of the ruler angle. It is possible to fully respond to an earthquake. In addition, since the work of attaching the wall panel is performed by sharing one metal member on the body side at a position where the upper and lower wall panels are adjacent to each other, the work is easy and the material cost is advantageous.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の実施例に係る取付け金物による建物躯
体への壁パネル取付け前の構造を示す構成斜視図であ
る。
FIG. 1 is a configuration perspective view showing a structure before a wall panel is attached to a building frame by an attachment hardware according to an embodiment of the present invention.

【図2】壁パネルの取付け状態を示す要部側面図であ
る。
FIG. 2 is a side view of essential parts showing a mounted state of a wall panel.

【図3】図2におけるA−A線矢視図である。FIG. 3 is a view taken along the line AA in FIG.

【符号の説明】[Explanation of symbols]

1…鉄骨柱(建物躯体) 2…下地金具 2a…下
地金具の水平片 3・4…定規アングル 3a・4a…定規アングルの
立片 5…下側金物 6…係止片 7…上側金物 8…
係止片 B…取付けボルト HB…高さ調整ボルト N…ナ
ット P…壁パネル
1 ... Steel column (building frame) 2 ... Base metal fitting 2a ... Horizontal piece of base metal fitting 3.4 ... Ruler angle 3a / 4a ... Ruler angle standing piece 5 ... Lower metal piece 6 ... Locking piece 7 ... Upper metal piece 8 ...
Locking piece B ... Mounting bolt HB ... Height adjusting bolt N ... Nut P ... Wall panel

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 建物躯体の鉄骨柱に水平片を突出させて
接合した下地金具の上記水平片の上下面に所要長さの定
規アングルをそれぞれの立片が取付ける壁パネル面と平
行になるように接合した躯体側金物と、側面視h字形と
して係止片を形成し、その係止片に高さ調整ボルトが螺
合するナットを設けて壁パネル内面側下部に取付けた下
側金物と、側面視逆h字形として係止片を形成し、壁パ
ネル内面側上部に取付けた上側金物とからなり、 躯体側金物の上側定規アングルの立片に上位側壁パネル
の下側金物を係止させ高さ調整ボルトにより高さを設定
して定規アングルと下側金物を溶接固定すると共に、躯
体側金物の下側定規アングルの立片に下位側壁パネルの
上側金物を摺動可能に係止してなることを特徴とする壁
パネルの取付け構造。
1. A ruler angle of a required length is provided on the upper and lower surfaces of the horizontal piece of a base metal member in which a horizontal piece is projected and joined to a steel column of a building frame so that each vertical piece is parallel to the wall panel surface to which the vertical piece is attached. And a lower side metal fitting which is attached to the lower side of the inner surface of the wall panel, in which a locking piece is formed as an h shape in side view, and a nut with which a height adjusting bolt is screwed is provided on the locking piece. A locking piece is formed as an inverted h-shape when viewed from the side, and consists of an upper metal piece attached to the upper part of the inner surface of the wall panel. The height is set with the adjustment bolt and the ruler angle and the lower hardware are welded and fixed, and the upper metal of the lower side wall panel is slidably locked to the standing piece of the lower ruler angle of the body side metal. A wall panel mounting structure characterized in that
JP1992031920U 1992-03-30 1992-03-30 Wall panel mounting structure by horizontal method Expired - Lifetime JP2585991Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992031920U JP2585991Y2 (en) 1992-03-30 1992-03-30 Wall panel mounting structure by horizontal method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992031920U JP2585991Y2 (en) 1992-03-30 1992-03-30 Wall panel mounting structure by horizontal method

Publications (2)

Publication Number Publication Date
JPH0578731U true JPH0578731U (en) 1993-10-26
JP2585991Y2 JP2585991Y2 (en) 1998-11-25

Family

ID=12344418

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992031920U Expired - Lifetime JP2585991Y2 (en) 1992-03-30 1992-03-30 Wall panel mounting structure by horizontal method

Country Status (1)

Country Link
JP (1) JP2585991Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015001143A (en) * 2013-06-18 2015-01-05 株式会社ノザワ Panel fitting structure, panel fitting method, and upper clip connector and panel weight receiving part used therefor
JP2017122386A (en) * 2017-04-12 2017-07-13 株式会社ノザワ Panel weight receiving part and panel fitting structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6346473B2 (en) * 2014-03-14 2018-06-20 大和ハウス工業株式会社 Support structure for outer panel

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62201210U (en) * 1986-06-12 1987-12-22
JPS6354101A (en) * 1986-05-26 1988-03-08 アキレス株式会社 Shoe sole for injection molded boots
JPH02157343A (en) * 1988-12-09 1990-06-18 Asahi Chem Ind Co Ltd Panel dead weight supporting fittings having height adjusting mechanism
JPH03161637A (en) * 1989-11-17 1991-07-11 Misawa Homes Co Ltd Adjusting method of installation height for external wall panel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6354101A (en) * 1986-05-26 1988-03-08 アキレス株式会社 Shoe sole for injection molded boots
JPS62201210U (en) * 1986-06-12 1987-12-22
JPH02157343A (en) * 1988-12-09 1990-06-18 Asahi Chem Ind Co Ltd Panel dead weight supporting fittings having height adjusting mechanism
JPH03161637A (en) * 1989-11-17 1991-07-11 Misawa Homes Co Ltd Adjusting method of installation height for external wall panel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015001143A (en) * 2013-06-18 2015-01-05 株式会社ノザワ Panel fitting structure, panel fitting method, and upper clip connector and panel weight receiving part used therefor
JP2017122386A (en) * 2017-04-12 2017-07-13 株式会社ノザワ Panel weight receiving part and panel fitting structure

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Publication number Publication date
JP2585991Y2 (en) 1998-11-25

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