JP3966610B2 - Panel mounting structure for opening - Google Patents

Panel mounting structure for opening Download PDF

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Publication number
JP3966610B2
JP3966610B2 JP11447998A JP11447998A JP3966610B2 JP 3966610 B2 JP3966610 B2 JP 3966610B2 JP 11447998 A JP11447998 A JP 11447998A JP 11447998 A JP11447998 A JP 11447998A JP 3966610 B2 JP3966610 B2 JP 3966610B2
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JP
Japan
Prior art keywords
opening
panel
mounting structure
panel mounting
frame beam
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.)
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JP11447998A
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Japanese (ja)
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JPH11303266A (en
Inventor
宏史 小林
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Asahi Kasei Construction Materials Corp
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Asahi Kasei Construction Materials Corp
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Priority to JP11447998A priority Critical patent/JP3966610B2/en
Publication of JPH11303266A publication Critical patent/JPH11303266A/en
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Description

【0001】
【発明の属する技術分野】
本発明は建築物外壁の開口部のパネル取付構造に係り、特に、本発明はパネルを所定方向に摺動可能な免震構法を用いて建築物外壁を構成する場合に於いて、開口部の開口補強縦材と、その隣りに配置される一般の外壁パネルとの間に形成される伸縮目地の巾寸法を著しく小さくすることが出来る開口部のパネル取付構造に関するものである。
【0002】
【従来の技術】
従来、図5に示すように外壁面に巾広の開口51を設ける場合には、開口51の開口補強上横材52が、この開口補強上横材52上に設けられる開口上のパネル53の自重を支持するためにたわむことを防止する目的で、開口補強上横材52の中間に吊り材54が設けられていた。
【0003】
この吊り材54は、特に図6及び図7に示す如く、定規アングル55及びアングルピース56を介して夫々躯体梁57の上下フランジに夫々固着されていた。また、開口51の両側に設けられる開口補強縦材58も特に図6に示す如く、定規アングル55、アングルピース56によって躯体梁57に夫々固着されていた。
【0004】
図中、59は開口補強下横材、60は中間補強材、61は開口下パネル、62は一般部パネルである。
【0005】
【発明が解決しようとする課題】
然るに、前述の従来の開口部のパネル取付構造に於いては、図5乃至図8に示す如く、開口51の両側の開口補強縦材58及び吊り材54が躯体梁57に固定されて移動しないので、地震時に一般部パネル62が移動して開口補強縦材58に接触して一般部パネル62が破損するのを防ぐために、特に図8に示す如く、該一般部パネル62と開口上パネル53との間に大きな巾を持った伸縮目地63を設ける必要があった。
【0006】
即ち、例えば図8に示す如く、開口補強縦材58を中心にして、その両側にX1 及びX2 の隙間を設けなければならなず、実際には伸縮目地63を20mm以上の巾にする必要があった。このように伸縮目地63の巾を20mmとした場合には、特に問題がない寸法ではあるが、サッシを取り付けた場合には、開口補強縦材と開口サッシとの間に、さらに20mmの間隙が必要なため、シーリング寸法が40mm程度になってしまう問題があった。
【0007】
しかし、伸縮目地63を前述のように、大きな巾にした場合には、寸法が非常に大きいので体裁が悪く、外観上見苦しい問題があった。更に、この伸縮目地63をシーリングするに当たっては、多量のシーリング材が必要であり、コスト高になる問題もあった。
【0008】
本発明に係る開口部のパネル取付構造は、前述の従来の問題点に鑑み開発された全く新しい技術であって、特に外壁面の開口に設けられた開口補強縦材と、開口補強上横材の途中を支持する支持部材とを所定方向に摺動し得る如く構成し、これによって、一般部パネルが地震時等に開口補強縦材と接触して破損することを防止すると共に、一般部パネルに隣接して設けられる伸縮目地を極めて小さな巾に形成することを可能とした全く新しい技術を提供するものである。
【0009】
【課題を解決するための手段】
本発明に係る開口部のパネル取付構造は、前述の従来の多くの問題点を根本的に改善した技術であって、その第1発明の要旨は、建築物外壁の開口部の周りに左右両側に開口補強縦材を配置し、かつその上下両側に開口補強上横材と開口補強下横材とを配置し、前記開口補強上横材の途中から躯体梁に対して掛渡された吊り材を配置し、更に前記開口補強上横材に外壁パネルを取り付けて構成したパネル取付構造に於いて、前記開口補強上横材は、前記吊り材に固着された支持部材を前記躯体梁の下側フランジ上に載置することによって支持され、前記支持部材は、前記躯体梁に対して所定方向に摺動可能な如く構成されることを特徴とした開口部のパネル取付構造である。
【0010】
前述の第1発明に係る開口部のパネル取付構造は、開口部の左右両側に配置された開口補強縦材を夫々所定方向に摺動可能な如く躯体に取り付けて構成したので、地震時等の震動によって一般部パネルが移動した場合にも、前記開口補強縦材を追従させて、一般部パネルが開口補強縦材に接触して破損することを防止することが出来る。また、一般部パネルとの間に設けられる伸目地巾を著しく小さな巾で構成することが出来る。
【0011】
前述の第発明に係る開口部のパネル取付構造は、開口補強上横材の途中から躯体梁に掛渡された吊り材に固着された支持部材が前記躯体梁の下側フランジ上に所定方向に摺動可能な如く載置して構成したので、地震時等に震動が生じた場合には、前記開口補強縦材と共にこの吊り材を一体的にスムーズに摺動させることが出来る。
【0012】
従って、これ等の開口補強縦材、吊り材及び開口補強上横材等よりなる開口補強枠全体を一般部パネルと同様にスムーズに摺動させることが出来、これによって一般部パネルが開口補強縦材に接触して破損することを防止することが出来る。
【0013】
本発明の開口部のパネル取付構造の第発明の要旨は、前記躯体梁の下側フランジと吊り材の支持部材との間にスベリ材を介在させて構成したことを特徴とした第発明の開口部のパネル取付構造である。
【0014】
本願の前述の第発明に於いては、躯体梁の下側フランジと吊り材の支持部材との間にスベリ材を介在させて構成したので、地震時等に震動が生じた場合には、前記スベリ材の作用で吊り材をよりスムーズに摺動させることが出来る。
【0015】
【発明の実施の形態】
図により本発明に係る開口部のパネル取付構造の一実施例を具体的に説明すると、図1は本発明に係る開口部のパネル取付構造の要部の縦断面図、図2は開口部の補強枠の構成を示す要部の斜視説明図、図3は図2の吊り材の取付構造を示す拡大説明図、図4は図2の補強枠の周りにパネルを取付けた状態の横断面図である。
【0016】
図1乃至図4に於いて、前記従来の技術に於いて詳述したように、開口1の周りに開口補強上横材2、開口補強下横材3、開口補強縦材4が設けられて、開口部の補強枠を構成している。
【0017】
前記開口補強縦材4は、特に図2に示す如く、その上部にはイナズマ金物5が固着され、かつこのイナズマ金物5は躯体梁6の下フランジ6aに固着されたアングルピース7に摺動可能な如く係止されている。躯体梁6の上フランジ6bには定規アングル8が取り付けられている。
【0018】
9は吊り材であって、その下端は開口補強上横材2の途中(中央部)に固定されている。そして、吊り材9の中間部に固着されたアングルピースよりなる支持部材10は、躯体梁6の下フランジ6a上に摺動自在に載置されている。
【0019】
また、吊り材9の上端部と、その中間部の下方とには、特に図1によって明らかな如く、イナズマ金物5が固着され、かつ躯体梁6の上下フランジ6a,6bに固定されたアングルピース7に摺動可能な如く係止されている。
【0020】
前記実施例に於いて、特に図3に示す如く、支持部材10と躯体梁6の下フランジ6aとの間にはスベリ材11が介在されており、スベリ材11上で支持部材10がすべり易く構成されている。
【0021】
図4に於いて、12は開口上の短尺のパネルであって、開口補強上横材2の上に載置して取り付けられている。13は長尺の一般部パネルであって、開口1の開口補強縦材4に隣接して面内方向に摺動可能な状態で取り付けられている。また、両側に配置された開口部のパネル取付構造4と、その中間に配置された吊り材9とは、矢印で例示するように、左右方向にスライドし得る如く構成されている。
【0022】
前述の本発明に係る開口部のパネル取付構造に於いては、吊り材9が支持部材10、イナズマ金物5及びアングルピース7を介して躯体梁6に取り付けられているので、吊り材9は外壁面方向のみならず、面内方向にも摺動し得る如く構成されている。かつ、開口補強縦材4も同様に外壁面方向と面内方向に摺動し得るように構成されている。
【0023】
従って、地震時等の震動によって、開口1に隣接する一般部パネル13がスライドした場合には、開口補強縦材4と吊り材9とを夫々同方向にスライドさせることが出来、これによって一般部パネル13が開口補強縦材4に接触して破損することを防止することが出来る。
【0024】
そのために、本発明の開口部のパネル取付構造を構成した場合には、前述の従来の技術のように、開口の周りに極めて巾の広い伸縮目地を設ける必要がなく、例えば図4に示すような極めて巾の小さい伸縮目地14を設けることによって、構成することが出来る。
【0025】
【発明の効果】
本発明に係る開口部のパネル取付構造は、前述のような構成と作用とを有するので、次のような多大な効果を有している。
【0026】
本発明に於いては、巾広の開口部に設けられる吊り材を所定方向に摺動し得る如く躯体に取付けたので、巾広の開口部を免震性に優れた構造とすることが出来る。
【0027】
特に、吊り材に固定された支持部材と躯体梁のフランジとの間にスベリ材を介在させた場合には、吊り材の摺動をより容易にし、効果を更に向上せしめることが出来る。
【0028】
また、前述のように、地震時等に於いては吊り材及び開口補強縦材を周りの一般部パネルを同様に同一方向に摺動し得るように構成したので、開口部の周りの一般部パネルとの間に形成される伸縮目地を極めて小さくすることが出来、これによって伸縮目地に充填されるシーリング材を少なくし、コストを安価にすると共に、現場での工事を著しく容易にすることが出来る。
【図面の簡単な説明】
【図1】 本発明に係る開口部のパネル取付構造の要部の縦断面図である。
【図2】 開口部の補強枠の構成を示す要部の斜視説明図である。
【図3】 図2の吊り材の取付構造を示す拡大説明図である。
【図4】 図2の補強枠の周りにパネルを取り付けた状態の横断面図である。
【図5】 従来の外壁の開口部の構成を示す正面説明図である。
【図6】 図5の開口部の補強枠の構成を示す斜視説明図である。
【図7】 図5の開口部の要部の縦断面説明図である。
【図8】 図5の開口部の要部の横断面説明図である。
【符号の説明】
1 開口
2 開口補強上横材
3 開口補強下横材
4 開口補強縦材
5 イナズマ金物
6 躯体梁
6a 下フランジ
6b 上フランジ
7 アングルピース
8 定規アングル
9 吊り材
10 支持部材
11 スベリ材
12 短尺のパネル
13 長尺の一般部パネル
14 伸縮目地
51 開口
52 開口補強上横材
53 開口上のパネル
54 吊り材
55 定規アングル
56 アングルピース
57 躯体梁
58 開口補強縦材
59 開口補強下横材
60 中間補強材
61 開口下パネル
62 一般部パネル
63 伸縮目地
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a panel mounting structure for an opening of a building outer wall, and more particularly, the present invention relates to a case where an outer wall of a building is constructed using a seismic isolation method capable of sliding a panel in a predetermined direction. The present invention relates to a panel mounting structure for an opening that can remarkably reduce the width of an expansion joint formed between an opening reinforcing vertical member and a general outer wall panel disposed adjacent thereto.
[0002]
[Prior art]
Conventionally, when the wide opening 51 is provided on the outer wall surface as shown in FIG. 5, the opening reinforcing upper cross member 52 of the opening 51 is formed on the panel 53 on the opening provided on the opening reinforcing upper cross member 52. For the purpose of preventing bending to support its own weight, a suspension member 54 is provided in the middle of the opening reinforcing upper cross member 52.
[0003]
The suspension members 54 were fixed to the upper and lower flanges of the frame beam 57 through the ruler angle 55 and the angle piece 56, respectively, as shown in FIGS. Further, the opening reinforcing vertical members 58 provided on both sides of the opening 51 are also fixed to the frame beam 57 by the ruler angle 55 and the angle piece 56, respectively, as shown in FIG.
[0004]
In the figure, 59 is an opening reinforcing lower cross member, 60 is an intermediate reinforcing member, 61 is an opening lower panel, and 62 is a general panel.
[0005]
[Problems to be solved by the invention]
However, in the above-described conventional panel mounting structure of the opening, as shown in FIGS. 5 to 8, the opening reinforcing vertical members 58 and the suspension members 54 on both sides of the opening 51 are fixed to the frame beam 57 and do not move. Therefore, in order to prevent the general part panel 62 from moving and coming into contact with the opening reinforcing vertical member 58 and damaging the general part panel 62 during an earthquake, as shown in FIG. It was necessary to provide an expansion joint 63 having a large width between the two.
[0006]
That is, for example, as shown in FIG. 8, a gap between X 1 and X 2 must be provided on both sides of the opening reinforcing vertical member 58, and in practice, the expansion joint 63 has a width of 20 mm or more. There was a need. As described above, when the width of the expansion joint 63 is 20 mm, there is no particular problem. However, when the sash is attached, a gap of 20 mm is further provided between the opening reinforcing vertical member and the opening sash. Since it is necessary, there is a problem that the sealing dimension is about 40 mm.
[0007]
However, when the expansion joint 63 has a large width as described above, there is a problem that the appearance is unsatisfactory and unsightly because the dimensions are very large. Further, when sealing the stretch joint 63, a large amount of sealing material is required, which causes a problem of high cost.
[0008]
The panel mounting structure of the opening according to the present invention is a completely new technology developed in view of the above-mentioned conventional problems, and in particular, an opening reinforcing vertical member provided at the opening of the outer wall surface and an opening reinforcing upper cross member. The supporting member that supports the middle of the door is configured to be slidable in a predetermined direction, thereby preventing the general panel from coming into contact with the opening reinforcing vertical member during an earthquake or the like and damaging the general panel. The present invention provides a completely new technology that makes it possible to form a stretch joint provided adjacent to a very small width.
[0009]
[Means for Solving the Problems]
The panel mounting structure of the opening according to the present invention is a technique that fundamentally improves many of the above-mentioned conventional problems, and the gist of the first invention is that the left and right sides around the opening of the building outer wall. An opening reinforcing vertical member is disposed on the upper and lower openings, and an opening reinforcing upper cross member and an opening reinforcing lower cross member are disposed on both sides of the opening reinforcing vertical member. It was placed, further wherein at the opening reinforcement on the panel mounting structure constructed by attaching an outer wall panel crosspiece, the opening reinforcement on crossmember, lower the anchored support member to said hanger member the precursor beam It is supported by mounting on a flange, and the support member is configured to be slidable in a predetermined direction with respect to the frame beam .
[0010]
The panel mounting structure of the opening according to the first invention described above is configured by attaching the opening reinforcing vertical members arranged on the left and right sides of the opening to the housing so as to be slidable in a predetermined direction. Even when the general panel moves due to vibration, the opening reinforcing vertical member can be caused to follow to prevent the general panel from coming into contact with the opening reinforcing vertical member and being damaged. In addition, it is possible to configure the stretch joint width provided between the general portion panel and the remarkably small width.
[0011]
In the panel mounting structure of the opening according to the first aspect of the invention, the support member fixed to the suspension member spanned from the middle of the opening reinforcing upper cross member to the frame beam in a predetermined direction on the lower flange of the frame beam In the case where a vibration is generated during an earthquake or the like, the suspension member can be slid smoothly and integrally with the opening reinforcing vertical member.
[0012]
Accordingly, the entire opening reinforcing frame made of these opening reinforcing vertical members, suspension members, opening reinforcing upper cross members, and the like can be smoothly slid in the same manner as the general part panel. It is possible to prevent damage due to contact with the material.
[0013]
The gist of the second invention of the panel mounting structure of the opening according to the present invention is the first invention characterized in that a sliding material is interposed between the lower flange of the frame beam and the supporting member of the suspension material. It is the panel mounting structure of the opening part.
[0014]
In the above-described second invention of the present application, since the sliding material is interposed between the lower flange of the frame beam and the supporting member of the suspension material, when vibration occurs during an earthquake, The suspension material can be slid more smoothly by the action of the sliding material.
[0015]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the panel mounting structure of the opening according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a longitudinal sectional view of the main part of the panel mounting structure of the opening according to the present invention, and FIG. FIG. 3 is an enlarged explanatory view showing the attachment structure of the suspension member shown in FIG. 2, and FIG. 4 is a cross-sectional view showing a state where a panel is attached around the reinforcement frame shown in FIG. It is.
[0016]
1 to 4, as described in detail in the prior art, an opening reinforcing upper cross member 2, an opening reinforcing lower cross member 3, and an opening reinforcing vertical member 4 are provided around the opening 1. The reinforcement frame of the opening is configured.
[0017]
As shown in FIG. 2 in particular, the opening reinforcing vertical member 4 is fixed with a lightning metal 5 on its upper part, and this lightning metal 5 is slidable on an angle piece 7 fixed on a lower flange 6a of a frame beam 6. It is locked like this. A ruler angle 8 is attached to the upper flange 6 b of the frame beam 6.
[0018]
9 is a suspension material, and the lower end thereof is fixed in the middle (center portion) of the opening reinforcing upper cross member 2. A support member 10 made of an angle piece fixed to an intermediate portion of the suspension member 9 is slidably placed on the lower flange 6a of the frame beam 6.
[0019]
In addition, as shown in FIG. 1 in particular, the angle piece is fixed to the upper and lower flanges 6a and 6b of the frame beam 6 on the upper end portion of the suspension member 9 and below the intermediate portion thereof, as clearly shown in FIG. 7 is slidably locked.
[0020]
In the above embodiment, as shown in FIG. 3 in particular, the sliding member 11 is interposed between the supporting member 10 and the lower flange 6a of the frame beam 6, and the supporting member 10 is easy to slide on the sliding member 11. It is configured.
[0021]
In FIG. 4, reference numeral 12 denotes a short panel on the opening, which is mounted on the opening reinforcing upper cross member 2. Reference numeral 13 denotes a long general panel, which is attached adjacent to the opening reinforcing vertical member 4 of the opening 1 so as to be slidable in the in-plane direction. Moreover, the panel mounting structure 4 of the opening part arrange | positioned at both sides and the suspension material 9 arrange | positioned in the middle are comprised so that it can slide to the left-right direction so that it may illustrate with an arrow.
[0022]
In the above-described panel mounting structure of the opening according to the present invention, the suspension member 9 is attached to the frame beam 6 via the support member 10, the Inazuma hardware 5 and the angle piece 7. It is configured to be able to slide not only in the wall surface direction but also in the in-plane direction. And the opening reinforcement vertical member 4 is similarly comprised so that it can slide to an outer wall surface direction and an in-plane direction.
[0023]
Therefore, when the general part panel 13 adjacent to the opening 1 slides due to a vibration such as an earthquake, the opening reinforcing vertical member 4 and the suspension member 9 can be slid in the same direction, respectively. It can prevent that the panel 13 contacts the opening reinforcement vertical member 4, and is damaged.
[0024]
Therefore, when the panel mounting structure of the opening of the present invention is configured, it is not necessary to provide a very wide expansion joint around the opening as in the above-described conventional technique. For example, as shown in FIG. It can be configured by providing such an extremely small expansion joint 14.
[0025]
【The invention's effect】
Since the panel mounting structure of the opening according to the present invention has the above-described configuration and operation, it has the following great effects.
[0026]
In the present invention, since attached to building frame side as may slide hanging member provided in the opening of the wide width in a predetermined direction, it is excellent structural openings of wide width in the seismic isolation of I can do it.
[0027]
In particular, when a sliding member is interposed between the support member fixed to the suspension member and the flange of the frame beam, the suspension member can be slid more easily and the effect can be further improved.
[0028]
In addition, as described above, in the event of an earthquake or the like, the suspension member and the opening reinforcing vertical member are configured to be able to slide the surrounding general part panel in the same direction as well, so that the general part around the opening part. The expansion joint formed between the panels can be made extremely small, thereby reducing the sealing material filled in the expansion joint, reducing the cost, and making the construction on site extremely easy. I can do it.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view of an essential part of a panel mounting structure for an opening according to the present invention.
FIG. 2 is a perspective explanatory view of a main part showing a configuration of a reinforcing frame of an opening.
FIG. 3 is an enlarged explanatory view showing the attachment structure of the suspension member of FIG. 2;
4 is a cross-sectional view of a state in which a panel is attached around the reinforcing frame of FIG. 2;
FIG. 5 is an explanatory front view showing a configuration of a conventional opening of an outer wall.
6 is an explanatory perspective view showing a configuration of a reinforcing frame of the opening in FIG. 5. FIG.
7 is a longitudinal cross-sectional explanatory view of a main part of the opening in FIG. 5;
8 is a cross-sectional explanatory diagram of a main part of the opening in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Opening 2 Opening reinforcement upper horizontal material 3 Opening reinforcement lower horizontal material 4 Opening reinforcement vertical material 5 Inazuma hardware 6 Frame beam 6a Lower flange 6b Upper flange 7 Angle piece 8 Ruler angle 9 Lifting material 10 Support member 11 Sliding material 12 Short panel 13 Long General Panel 14 Expansion Joint 51 Opening 52 Opening Reinforcement Upper Cross Material 53 Opening Reinforcement Material 54 Hanging Material 55 Ruler Angle 56 Angle Piece 57 Frame Beam 58 Opening Reinforcement Vertical Material 59 Opening Reinforcement Lower Cross Material 60 Intermediate Reinforcement Material 61 Lower panel 62 General panel 63 Expansion joint

Claims (2)

建築物外壁の開口部の周りに左右両側に開口補強縦材を配置し、かつその上下両側に開口補強上横材と開口補強下横材とを配置し、前記開口補強上横材の途中から躯体梁に対して掛渡された吊り材を配置し、更に前記開口補強上横材に外壁パネルを取り付けて構成したパネル取付構造に於いて、
前記開口補強上横材は、前記吊り材に固着された支持部材を前記躯体梁の下側フランジ上に載置することによって支持され、
前記支持部材は、前記躯体梁に対して所定方向に摺動可能な如く構成されることを特徴とした開口部のパネル取付構造。
Opening reinforcement vertical members are arranged on both the left and right sides around the opening of the building outer wall, and an opening reinforcing upper cross member and an opening reinforcing lower cross member are arranged on both upper and lower sides thereof, from the middle of the opening reinforcing upper cross member. In the panel mounting structure in which the suspended material suspended from the frame beam is arranged, and the outer wall panel is mounted on the opening reinforcing upper cross member ,
The opening reinforcing upper cross member is supported by placing a support member fixed to the suspension member on a lower flange of the frame beam,
A panel mounting structure for an opening , wherein the support member is configured to be slidable in a predetermined direction with respect to the frame beam .
前記躯体梁の下側フランジと吊り材の支持部材との間にスベリ材を介在させて構成したことを特徴とした請求項1に記載の開口部のパネル取付構造。2. The panel mounting structure for an opening according to claim 1, wherein a sliding member is interposed between a lower flange of the frame beam and a support member for the suspension member.
JP11447998A 1998-04-24 1998-04-24 Panel mounting structure for opening Expired - Lifetime JP3966610B2 (en)

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Application Number Priority Date Filing Date Title
JP11447998A JP3966610B2 (en) 1998-04-24 1998-04-24 Panel mounting structure for opening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11447998A JP3966610B2 (en) 1998-04-24 1998-04-24 Panel mounting structure for opening

Publications (2)

Publication Number Publication Date
JPH11303266A JPH11303266A (en) 1999-11-02
JP3966610B2 true JP3966610B2 (en) 2007-08-29

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Publication number Priority date Publication date Assignee Title
KR100929006B1 (en) 2002-12-24 2009-11-26 주식회사 포스코 Reinforcement Structure of Concrete Shear Exterior Wall

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