JP3124719B2 - Wall panel lower support structure and construction method - Google Patents
Wall panel lower support structure and construction methodInfo
- Publication number
- JP3124719B2 JP3124719B2 JP08072067A JP7206796A JP3124719B2 JP 3124719 B2 JP3124719 B2 JP 3124719B2 JP 08072067 A JP08072067 A JP 08072067A JP 7206796 A JP7206796 A JP 7206796A JP 3124719 B2 JP3124719 B2 JP 3124719B2
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- wall
- support structure
- lower support
- hardware
- 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、建築物の壁パネル
の取付構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for mounting a wall panel of a building.
【0002】[0002]
【従来の技術】従来の壁パネルの下部支持構造は、図7
に示すように、梁51上に立設される柱52を避ける位置に
対応して複数に分割された壁パネル支持金物53が、夫々
の壁パネル支持金物53の梁取付部53aをボルト,ナット
55により該梁51上に個々に取り付けて配置され、該壁パ
ネル支持金物53の起立部53bと平面部53cとにより壁パ
ネル54の下部裏面と底面とを支持するようになってい
る。2. Description of the Related Art A conventional lower support structure of a wall panel is shown in FIG.
As shown in the figure, the wall panel supporting hardware 53 divided into a plurality of parts corresponding to the positions avoiding the columns 52 erected on the beams 51, the bolt mounting nuts 53a of the respective wall panel supporting hardware 53 with bolts and nuts.
The lower surface and the bottom surface of the wall panel 54 are supported by the upright portion 53b and the flat surface portion 53c of the wall panel support metal 53 by being individually mounted on the beams 51 by the 55.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、前述の
従来の技術では、梁51上に立設する柱52の本数が増える
と、壁パネル支持金物53は該柱52の本数に対応して多数
に分割されて部品数が増え、更には、柱52を立設しない
箇所が存在する場合には、寸法等が異なる複数の種類の
壁パネル支持金物53を使用するため、部品点数が増加
し、施工現場において、分割された多数の壁パネル支持
金物53を梁51の所定位置に分類して配る工数や、多数の
壁パネル支持金物53を個々に梁51に取り付ける工数等が
増大する。However, according to the above-mentioned prior art, when the number of pillars 52 erected on the beam 51 increases, the wall panel supporting hardware 53 increases in number corresponding to the number of pillars 52. If the part is divided and the number of parts increases, furthermore, if there is a place where the pillar 52 is not erected, the number of parts will increase due to the use of multiple types of wall panel support hardware 53 with different dimensions etc. At the site, the number of steps for classifying and distributing a large number of the divided wall panel support members 53 to predetermined positions of the beams 51 and the number of steps for individually attaching the large number of wall panel support members 53 to the beams 51 increase.
【0004】また、壁パネル54を壁パネル支持金物53に
取り付ける場合には、夫々の壁パネル支持金物53に取り
付けた壁パネル54の相互間に壁面の段差が出来ないよう
に多数の個々に独立した壁パネル支持金物53の位置や方
向を微妙に調整する工数が必要となり、特に、この調整
に関係する工数は、壁仕上げ面の精度に密接に関係する
ため、施工現場における工数の大きな比重を占めるもの
となっている。When the wall panels 54 are attached to the wall panel support hardware 53, a large number of individually independent wall panels 54 are attached to the wall panel support hardware 53 so that there is no step between the wall panels. Man-hours for finely adjusting the position and direction of the wall panel support hardware 53 are needed.Especially, the man-hours related to this adjustment are closely related to the accuracy of the wall finishing surface. Occupy it.
【0005】また、柱52の立設位置の違いに対応して壁
パネル支持金物53の種類の異なる部品点数が増えること
により、部品点数の管理工数等も増大し、上述した種々
の現場工数が増加すると、壁パネルの施工性が低下して
工期が長くかかるという問題がある。[0005] In addition, the number of parts of different types of wall panel support hardware 53 is increased in accordance with the difference in the standing positions of the pillars 52, so that the man-hours for managing the number of parts and the like are also increased, and the various man-hours mentioned above are reduced. When it increases, there is a problem that the workability of the wall panel is reduced and the construction period is long.
【0006】本発明は前記課題を解決するものであり、
その目的とするところは、現場工数を低減して工期を短
縮すると共に、壁仕上げ面の品質精度を安定させること
を可能にする壁パネルの下部支持構造及びその施工方法
を提供するものである。[0006] The present invention is to solve the above-mentioned problems,
It is an object of the present invention to provide a lower support structure for a wall panel and a method for constructing the same, which can reduce the number of on-site man-hours, shorten the construction period, and stabilize the quality accuracy of a finished wall surface.
【0007】[0007]
【課題を解決するための手段】前記目的を達成するため
の本発明に係る壁パネルの下部支持構造は、梁の上面に
最小モジュールの整数倍の間隔で複数の柱が立設され、
該柱並びに平行に壁パネルが並設される壁パネルの下部
支持構造において、前記最小モジュール間隔で柱を回避
する切欠部を有する梁取付部と、壁パネルの裏面と底面
とを受ける連続した壁パネル受け部とを備えた壁パネル
支持金物が、前記梁取付部で柱間の梁上面に固定され、
前記壁パネル受け部により壁パネルの下部が支持されて
いることを特徴とする。According to the present invention, there is provided a lower support structure for a wall panel, wherein a plurality of columns are erected on an upper surface of a beam at an interval of an integral multiple of a minimum module.
In the column and the lower support structure of a wall panel in which wall panels are juxtaposed in parallel, a beam mounting portion having a notch for avoiding the column at the minimum module interval, and a continuous wall receiving a back surface and a bottom surface of the wall panel A wall panel support having a panel receiving portion is fixed to a beam upper surface between the columns at the beam mounting portion,
The lower part of the wall panel is supported by the wall panel receiving portion.
【0008】また、本発明に係る壁パネルの下部支持構
造の施工方法は、梁の上面に最小モジュールの整数倍の
間隔で複数の柱が立設され、該柱並びに平行に壁パネル
を並設する壁パネルの下部支持構造の施工方法におい
て、前記最小モジュール間隔で柱を回避する切欠部を有
する梁取付部と、壁パネルの裏面と底面とを受ける連続
した壁パネル受け部とを備えた壁パネル支持金物を、前
記梁取付部で柱間の梁上面に固定し、次いで前記壁パネ
ル受け部により壁パネルの下部を支持することを特徴と
する。In the method of constructing a lower support structure for a wall panel according to the present invention, a plurality of columns are erected on an upper surface of a beam at intervals of an integral multiple of a minimum module, and the column and the wall panels are arranged in parallel. A method of constructing a lower support structure for a wall panel, comprising: a beam mounting portion having a notch for avoiding a column at the minimum module interval; and a continuous wall panel receiving portion receiving a back surface and a bottom surface of the wall panel. The panel supporting hardware is fixed to the upper surface of the beam between the columns at the beam mounting portion, and then the lower portion of the wall panel is supported by the wall panel receiving portion.
【0009】本発明は、上述の如く構成したので、長尺
の壁パネル支持金物が柱を回避して一体的に梁上に配置
され、該壁パネル支持金物の壁パネル受け部により壁パ
ネルの下部が支持される。According to the present invention, as described above, the long wall panel supporting hardware is disposed integrally on the beam, avoiding the pillars, and the wall panel supporting metal wall panel receiving portion of the wall panel supporting metal supports the long wall panel supporting hardware. The lower part is supported.
【0010】これにより、複数の壁パネルが一つの壁パ
ネル支持金物により支持されるので、複数の壁パネルに
よる壁仕上げ面が前記壁パネル支持金物の壁パネル受け
部により規制されて容易に揃い、前述した従来例のよう
に多数の壁パネル支持金物の位置や方向を個々に調整す
る必要がなく調整工数が低減すると共に、壁仕上げ面の
品質精度を安定させることが出来る。Accordingly, the plurality of wall panels are supported by the single wall panel support, so that the wall finishing surfaces of the plurality of wall panels are regulated by the wall panel receiving portions of the wall panel support and are easily aligned. Unlike the conventional example described above, it is not necessary to individually adjust the positions and directions of a large number of wall panel support hardware, so that the number of adjustment steps is reduced, and the quality accuracy of the wall finished surface can be stabilized.
【0011】また、使用する壁パネル支持金物の数が低
減すると共に、柱の設置位置に関係なく同じ壁パネル支
持金物を共通して使用出来るため、前述した従来例の種
々の現場工数が低減し、壁パネルの施工の工期を短縮す
ることが出来る。In addition, since the number of wall panel support hardware to be used is reduced and the same wall panel support hardware can be used in common regardless of the installation position of the pillar, the various man-hours in the above-described conventional example can be reduced. The construction period of the wall panel can be shortened.
【0012】[0012]
【発明の実施の形態】図により本発明に係る壁パネルの
下部支持構造及びその施工方法の一実施形態を具体的に
説明する。図1は本発明に係る壁パネルの下部支持構造
の第1実施形態を示す斜視説明図、図2は本発明に係る
壁パネルの下部支持構造の第1実施形態を示す断面説明
図、図3(a)は第1実施形態の壁パネル支持金物を示
す平面図、図3(b)は第1実施形態の壁パネル支持金
物を示す正面図、図3(c)は第1実施形態の壁パネル
支持金物を示す側面図、図3(d)は第1実施形態の壁
パネル支持金物の柱を回避する切欠部を示す図、図4は
第1実施形態において、梁に固定した壁パネル支持金物
に壁パネルを取り付ける様子を示す図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing one embodiment of a lower support structure of a wall panel according to the present invention and a method of constructing the same. FIG. 1 is a perspective explanatory view showing a first embodiment of a lower support structure of a wall panel according to the present invention. FIG. 2 is a sectional explanatory view showing a first embodiment of a lower support structure of a wall panel according to the present invention. FIG. 3A is a plan view showing the wall panel supporting hardware of the first embodiment, FIG. 3B is a front view showing the wall panel supporting hardware of the first embodiment, and FIG. 3C is the wall of the first embodiment. FIG. 3D is a side view showing the panel support hardware, FIG. 3D is a view showing a cutout for avoiding a column of the wall panel support hardware of the first embodiment, and FIG. 4 is a wall panel support fixed to a beam in the first embodiment. It is a figure showing signs that a wall panel is attached to hardware.
【0013】図1に示すように、本発明に係る壁パネル
の下部支持構造は、基礎梁、小屋梁、母屋梁及び耐風梁
等に適用されるH型鋼等で構成されるの梁1の上フラン
ジ1aの上面に、壁パネル2の幅に対応する最小モジュ
ール間隔Lの整数倍の間隔で複数の柱3が立設されてい
る。尚、前記柱3は適宜選択的に設置され、例えば、図
1の実線で示す柱3は実際に立設されており、図1の破
線で示す柱3は設置されていない。また、前記最小モジ
ュール間隔Lは、例えば、本実施形態では305mmの
寸法で設定されている。As shown in FIG. 1, a lower support structure of a wall panel according to the present invention is provided on a beam 1 made of H-shaped steel or the like which is applied to a foundation beam, a shed beam, a purlin beam, a wind-resistant beam and the like. A plurality of columns 3 are erected on the upper surface of the flange 1a at intervals of an integral multiple of the minimum module interval L corresponding to the width of the wall panel 2. The columns 3 are selectively installed as appropriate. For example, the columns 3 shown by solid lines in FIG. 1 are actually erected, and the columns 3 shown by broken lines in FIG. 1 are not installed. The minimum module interval L is set to, for example, 305 mm in the present embodiment.
【0014】前記柱3の並びに平行に複数の壁パネル2
が並設されるようになっており、これ等の並設された複
数の壁パネル2の表面が面一に連続して壁面全体が形成
され、この壁面に仕上材等が取り付けられて壁仕上げ面
が形成される。A plurality of wall panels 2 in parallel with the columns 3
The surfaces of the plurality of side-by-side wall panels 2 are continuously formed flush with each other to form the entire wall surface, and a finishing material or the like is attached to the wall surface to finish the wall. A surface is formed.
【0015】壁パネル2の下部は、梁1の上フランジ1
aの上面に固定された壁パネル支持金物4により支持さ
れる構造になっており、該壁パネル支持金物4は、図3
に示すように、前記最小モジュール間隔Lで柱3を回避
するための切欠部4aと、壁パネル支持金物4を梁1に
固定するための梁取付部4bと、壁パネル2の裏面を受
ける起立部4cと壁パネル2の底面を受ける平面部4d
とが折り曲部によって連続した壁パネル受け部を備えて
いる。The lower part of the wall panel 2 is the upper flange 1 of the beam 1.
3a is supported by a wall panel support fitting 4 fixed to the upper surface of FIG.
As shown in FIG. 5, a notch 4a for avoiding the column 3 at the minimum module interval L, a beam mounting portion 4b for fixing the wall panel support hardware 4 to the beam 1, and an upright receiving the back surface of the wall panel 2. Flat portion 4d for receiving portion 4c and the bottom surface of wall panel 2
And a wall panel receiving portion continuous by a bent portion.
【0016】壁パネル支持金物4は、一つの金物をプレ
ス等により一体成形して図3(c)に示すように断面が
一部方形の折り曲部を有してT字状に形成されており、
該壁パネル支持金物4の長尺方向の長さは、例えば、本
実施形態では、915mmの寸法で設定されている。こ
の長さは前記最小モジュール間隔Lの寸法である305
mmの倍数で設定され、他の構成として1220mm、
1525mm、1830mm等の寸法で構成することで
も良い。従って、本実施形態では、図3(a),(b)
に示すように、一つの壁パネル支持金物4で、三つの最
小モジュールを一体的に有して構成されている。The wall panel supporting metal member 4 is formed by integrally molding one metal member by pressing or the like, and is formed in a T-shape with a bent portion having a partially rectangular cross section as shown in FIG. Yes,
The length of the wall panel support metal 4 in the longitudinal direction is set to, for example, 915 mm in the present embodiment. This length is the size of the minimum module interval L 305.
mm is set as a multiple of 1220 mm.
It may be configured with dimensions such as 1525 mm and 1830 mm. Therefore, in the present embodiment, FIGS.
As shown in (1), one wall panel support hardware 4 is integrally formed with three minimum modules.
【0017】そして、図1に示すように、壁パネル支持
金物4の切欠部4aを柱3に対応させて該壁パネル支持
金物4を柱3の上フランジ1a上に配置することで、壁
パネル支持金物4が柱3に干渉することなく配置出来、
更に、切欠部4aを壁パネル2の幅に対応する最小モジ
ュール間隔Lの間隔で形成したことで、柱3の設置位置
に依存しないで壁パネル支持金物4を共通して使用する
ことが出来る。Then, as shown in FIG. 1, the notch 4a of the wall panel support 4 is made to correspond to the column 3 and the wall panel support 4 is arranged on the upper flange 1a of the column 3, thereby obtaining the wall panel. The supporting hardware 4 can be arranged without interfering with the pillar 3,
Further, since the cutouts 4a are formed at intervals of the minimum module interval L corresponding to the width of the wall panel 2, the wall panel support 4 can be commonly used without depending on the installation position of the column 3.
【0018】即ち、図1の破線で示すように、梁1の上
フランジ1a上に必ずしも柱3が設置されない場合に
は、切欠部4aに対応する位置に柱3が存在しない状態
で使用されるようになっている。That is, as shown by the broken line in FIG. 1, when the pillar 3 is not necessarily provided on the upper flange 1a of the beam 1, the beam 1 is used in a state where the pillar 3 does not exist at a position corresponding to the notch 4a. It has become.
【0019】梁1の上フランジ1a上の所定位置に配置
された壁パネル支持金物4は、図2に示すように、梁取
付部4bの所定位置に開けられた穴と、柱3間の梁1の
上フランジ1aの上面の所定位置に開けられた穴とを介
して挿入されたボルト及びナット5により締着されて固
定される。As shown in FIG. 2, the wall panel supporting hardware 4 arranged at a predetermined position on the upper flange 1a of the beam 1 has a hole formed at a predetermined position of the beam mounting portion 4b and a beam between the columns 3. The upper flange 1a is fastened and fixed by bolts and nuts 5 inserted through holes formed at predetermined positions on the upper surface of the upper flange 1a.
【0020】壁パネル2は、壁パネル支持金物4の壁パ
ネル受け部を構成する起立部4cにより壁パネル2の下
部裏面が支持され、同じく壁パネル受け部を構成する平
面部4dにより壁パネル2の底面が支持される。In the wall panel 2, the lower back surface of the wall panel 2 is supported by an upright portion 4c constituting a wall panel receiving portion of the wall panel supporting hardware 4, and a flat panel portion 4d also constituting a wall panel receiving portion. Is supported.
【0021】壁パネル支持金物4に壁パネル2の下部を
固定する構成を図4を用いて説明すと、図4に示すよう
に、壁パネル2の下部厚み方向には起立部4cを間に介
してイナズマプレート6がボルト7とインサートナット
8により締着されて固定され、これによって壁パネル2
の下部が壁パネル受け部を構成する起立部4cと平面部
4dとに支持される。Referring to FIG. 4, a structure for fixing the lower portion of the wall panel 2 to the wall panel supporting metal member 4 will be described. As shown in FIG. Plate 6 is fastened and fixed by bolts 7 and insert nuts 8 through the wall panel 2.
Is supported by the upright portion 4c and the flat portion 4d which constitute the wall panel receiving portion.
【0022】また、図2に示すように、梁1の下フラン
ジ1bには、ボルト,ナット9により締着されて固定さ
れたL型金具10と、該L型金具10にボルト,ナット11に
より締着されて固定された小口金物12が設けてあり、壁
パネル2の上部が小口金物12により挟持して固定されて
いる。As shown in FIG. 2, an L-shaped fitting 10 fastened to the lower flange 1b of the beam 1 with bolts and nuts 9 and a bolt and nut 11 attached to the L-shaped fitting 10. A small base 12 fastened and fixed is provided, and the upper part of the wall panel 2 is clamped and fixed by the small base 12.
【0023】また、梁1の上フランジ1aの上面には図
2の右側に配置された屋内の床パネル13が固定され、梁
1のウエブに設けられた図示しない支持部材によって図
2の左側にバルコニー等の床パネル14が前記床パネル13
の床面よりも低い高さで配置されて支持されている。An indoor floor panel 13 arranged on the right side of FIG. 2 is fixed to the upper surface of the upper flange 1a of the beam 1, and is supported on the left side of FIG. 2 by a support member (not shown) provided on the web of the beam 1. The floor panel 14 such as a balcony is the floor panel 13
Is supported at a lower height than the floor.
【0024】次に、本発明に係る壁パネルの下部支持構
造の施工方法について説明する。前述したように、先
ず、柱3の立設位置に壁パネル支持金物4の切欠部4a
を対応させて該壁パネル支持金物4を梁1の上フランジ
1aの上面に配置した後、壁パネル支持金物4の梁取付
部4bに設けた穴と、梁取付部4bの上フランジ1aに
設けた穴とを介してボルト,ナット5を締着することに
より壁パネル支持金物4を梁取付部4bの上フランジ1
a上に固定し、次いで、柱3の間隔に対応させて壁パネ
ル2を配置し、壁パネル支持金物4の壁パネル受け部を
構成する起立部4cと平面部4dとにより該壁パネル2
の下部裏面と底面とを支持させる。Next, a method for constructing the lower support structure of the wall panel according to the present invention will be described. As described above, first, the notch 4 a of the wall panel support metal 4 is placed at the standing position of the pillar 3.
After the wall panel supporting hardware 4 is arranged on the upper surface of the upper flange 1a of the beam 1, the hole provided in the beam mounting portion 4b of the wall panel supporting hardware 4 and the upper flange 1a of the beam mounting portion 4b are provided. By fastening bolts and nuts 5 through the holes, the wall panel support metal 4 is attached to the upper flange 1 of the beam mounting portion 4b.
a, and then the wall panel 2 is arranged corresponding to the interval between the pillars 3, and the upright portion 4c and the flat portion 4d constituting the wall panel receiving portion of the wall panel supporting hardware 4 are used to form the wall panel 2.
To support the lower back surface and bottom surface.
【0025】そして、起立部4cを間に介してイナズマ
プレート6を壁パネル2にボルト7とインサートナット
8により締着して固定することで、壁パネル2の下部を
壁パネル支持金物4に固定して支持する。The lower portion of the wall panel 2 is fixed to the wall panel support metal member 4 by fixing the progress panel 6 to the wall panel 2 by bolts 7 and insert nuts 8 with the standing portion 4c interposed therebetween. And support.
【0026】上記の構成により、壁パネル支持金物4が
切欠部4aにより柱3を回避して連続して一体的に接続
されているため、壁パネル2の裏面と底面とを受ける壁
パネル受け部となる起立部4cと平面部4dとが連続し
て構成されるため、一つの壁パネル支持金物4に取り付
けた壁パネル2相互間に段差が出来ず、前述した従来例
のような調整工数が削減出来ると共に、壁仕上げ面の品
質精度を安定させることが出来る。According to the above configuration, the wall panel support metal 4 is continuously and integrally connected to the pillar 3 by the cutouts 4a, avoiding the pillars 3. Therefore, the wall panel receiving portion for receiving the back surface and the bottom surface of the wall panel 2 is provided. Since the upright portion 4c and the flat portion 4d are continuously formed, there is no step between the wall panels 2 attached to one wall panel support fitting 4, and the number of adjustment steps as in the conventional example described above is reduced. In addition to the reduction, the quality accuracy of the wall surface can be stabilized.
【0027】また、前述の従来例と比較すると、壁パネ
ル支持金物4の部品数が少ないので壁パネル支持金物4
毎に取り付けた壁パネル2の相互間に段差が出来ないよ
うに壁パネル支持金物4の位置や方向を調整する工数が
減少し、壁仕上げ面の品質精度を安定させることが出
来、更には、柱3の設置位置に関係なく壁パネル支持金
物4を共通して使用出来るので、前述した従来例のよう
な種々の現場工数を低減して工期を短縮することが出来
る。In addition, as compared with the above-mentioned conventional example, the wall panel supporting hardware 4 has a smaller number of parts, and
The number of man-hours for adjusting the position and direction of the wall panel support hardware 4 so that no step is formed between the wall panels 2 attached to each other is reduced, and the quality accuracy of the wall finishing surface can be stabilized. Since the wall panel supporting hardware 4 can be used in common regardless of the installation position of the pillar 3, various on-site man-hours as in the conventional example described above can be reduced, and the construction period can be shortened.
【0028】次に、本発明に係る壁パネルの下部支持構
造及びその施工方法の第2実施形態について図5及び図
6を用いて説明する。図5は本発明に係る壁パネルの下
部支持構造の第2実施形態を示す斜視説明図、図6は第
2実施形態の壁パネル支持金物を示す斜視図である。
尚、前記第1実施形態と同様に構成したものは同一の符
号を付して説明を省略する。Next, a second embodiment of the wall panel lower support structure and the method of construction according to the present invention will be described with reference to FIGS. FIG. 5 is a perspective explanatory view showing a second embodiment of a lower support structure of a wall panel according to the present invention, and FIG. 6 is a perspective view showing a wall panel supporting hardware of the second embodiment.
The same components as those in the first embodiment are denoted by the same reference numerals, and description thereof is omitted.
【0029】本実施形態における壁パネル支持金物21
は、詳しくは、図6に示すように、平板Aと平板Bとを
溶接することによって一体的に形成される。平板Aは、
前述した最小モジュール間隔Lで形成された柱3を回避
するための切欠部21aと、該切欠部21aに隣接して梁1
の上フランジ1aに固定される梁取付部21bと、壁パネ
ル2の底面を受ける平面部21dとが連続して一平面で構
成される。The wall panel support 21 in the present embodiment.
Specifically, as shown in FIG. 6, the flat plate A and the flat plate B are integrally formed by welding. Plate A is
A notch 21a for avoiding the column 3 formed at the aforementioned minimum module interval L, and a beam 1 adjacent to the notch 21a.
The beam mounting portion 21b fixed to the upper flange 1a and the flat portion 21d for receiving the bottom surface of the wall panel 2 are continuously formed in one plane.
【0030】また、前記平板Bは、壁パネル2の下部裏
面を受ける起立部21cを構成し、前記平板Aと平板Bと
が溶接によって一体的に構成され、前記第1実施形態と
同様に三つの最小モジュールを有して一つの壁パネル支
持金物21が構成されている。The flat plate B constitutes an upright portion 21c for receiving the lower rear surface of the wall panel 2, and the flat plate A and the flat plate B are integrally formed by welding. One wall panel support fitting 21 is formed with two minimum modules.
【0031】そして、図5に示すように、前述の第1実
施形態と同様に壁パネル支持金物21が、梁取付部21bの
所定位置に形成された穴と、柱3間の梁1の上フランジ
1aの上面の所定位置に形成された穴とを介して挿入さ
れたボルト及びナット5により締着されて梁1の上フラ
ンジ1a上に固定され、壁パネル受け部を構成する起立
部21cにより壁パネル2の下部裏面が支持され、平面部
21dにより壁パネル2の底面が支持される。As shown in FIG. 5, similarly to the first embodiment, the wall panel supporting hardware 21 is provided between the hole formed at a predetermined position of the beam mounting portion 21b and the beam 1 between the columns 3. It is fastened by bolts and nuts 5 inserted through holes formed at predetermined positions on the upper surface of the flange 1a and is fixed on the upper flange 1a of the beam 1, and is provided by the upright portion 21c constituting a wall panel receiving portion. The lower back surface of the wall panel 2 is supported, and a flat portion
The bottom surface of the wall panel 2 is supported by 21d.
【0032】また、前述の第1実施形態と同様に、壁パ
ネル2の下部厚み方向には壁パネル受け部を構成する起
立部21cを間に介してイナズマプレートがボルトとイン
サートナットにより締着されて固定され、これによって
壁パネル2の下部が壁パネル受け部の起立部21cと平面
部21dとに固定されて支持される。他の構成は、前記第
1実施形態と略同様に構成され、同様の効果を得ること
が出来る。In the same manner as in the first embodiment, in the thickness direction of the lower part of the wall panel 2, an inner plate is fastened by bolts and insert nuts via an upright portion 21c constituting a wall panel receiving portion. Thus, the lower portion of the wall panel 2 is fixed and supported by the upright portion 21c and the flat portion 21d of the wall panel receiving portion. Other configurations are substantially the same as those of the first embodiment, and similar effects can be obtained.
【0033】[0033]
【発明の効果】本発明は、上述の如き構成と作用とを有
するので、長尺の壁パネル支持金物が切欠部により柱を
回避して連続して一体的に接続されているため、壁パネ
ルの裏面と底面とを受ける壁パネル受け部が連続して構
成されるため、一つの壁パネル支持金物に取り付けた複
数の壁パネル相互間に段差が出来ず、壁仕上げ面の品質
精度を安定させることが出来る。Since the present invention has the above-described configuration and operation, the long wall panel support metal is continuously and integrally connected to the wall panel by the notch, avoiding the pillar. Since the wall panel receiving portion that receives the back and bottom of the wall panel is configured continuously, there is no step between the multiple wall panels attached to one wall panel support, and the quality accuracy of the wall finished surface is stabilized. I can do it.
【0034】また、前述の従来例と比較すると、壁パネ
ル支持金物の部品数が少ないので壁パネル支持金物毎に
取り付けた壁パネル相互間に段差が出来ないように壁パ
ネル支持金物の位置や方向を調整する工数が減少し、壁
仕上げ面の品質精度を安定させることが出来ると共に、
柱の設置位置に関係なく壁パネル支持金物を共通して使
用できるので前述した従来例のような種々の現場工数を
低減して工期を短縮することが出来る。Further, as compared with the above-mentioned conventional example, the number and the number of parts of the wall panel supporting hardware are small, so that the position and the direction of the wall panel supporting hardware so that no step is formed between the wall panels attached to each wall panel supporting hardware. The number of man-hours to adjust is reduced, and the quality accuracy of the wall finishing surface can be stabilized,
Since the wall panel support hardware can be used in common regardless of the installation position of the pillar, the number of man-hours at various sites as in the conventional example described above can be reduced and the construction period can be shortened.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明に係る壁パネルの下部支持構造の第1実
施形態を示す斜視説明図である。FIG. 1 is an explanatory perspective view showing a first embodiment of a lower support structure of a wall panel according to the present invention.
【図2】本発明に係る壁パネルの下部支持構造の第1実
施形態を示す断面説明図である。FIG. 2 is an explanatory sectional view showing a first embodiment of a lower support structure of a wall panel according to the present invention.
【図3】(a)は第1実施形態の壁パネル支持金物を示
す平面図、(b)は第1実施形態の壁パネル支持金物を
示す正面図、(c)は第1実施形態の壁パネル支持金物
を示す側面図、(d)は第1実施形態の壁パネル支持金
物の柱を回避する切欠部を示す図である。3A is a plan view showing a wall panel supporting hardware of the first embodiment, FIG. 3B is a front view showing the wall panel supporting hardware of the first embodiment, and FIG. 3C is a wall of the first embodiment. FIG. 4D is a side view showing the panel supporting hardware, and FIG. 4D is a view showing a cutout for avoiding a pillar of the wall panel supporting hardware of the first embodiment.
【図4】第1実施形態において、梁に固定した壁パネル
支持金物に壁パネルを取り付ける様子を示す図である。FIG. 4 is a view showing a state in which a wall panel is attached to a wall panel support hardware fixed to a beam in the first embodiment.
【図5】本発明に係る壁パネルの下部支持構造の第2実
施形態を示す斜視説明図である。FIG. 5 is an explanatory perspective view showing a second embodiment of the lower support structure of the wall panel according to the present invention.
【図6】第2実施形態の壁パネル支持金物の構成を示す
斜視図である。FIG. 6 is a perspective view illustrating a configuration of a wall panel support according to a second embodiment.
【図7】従来例を説明する図である。FIG. 7 is a diagram illustrating a conventional example.
1…梁 1a…上フランジ 1b…下フランジ 2…壁パネル 3…柱 4…壁パネル支持金物 4a…切欠部 4b…梁取付部 4c…起立部 4d…平面部 5…ボルト,ナット 6…イナズマプレート 7…ボルト 8…インサートナット 9…ボルト,ナット 10…L型金具 11…ボルト,ナット 12…小口金物 13,14…床パネル 21…壁パネル支持金物 21a…切欠部 21b…梁取付部 21c…起立部 21d…平面部 A,B…平板 DESCRIPTION OF SYMBOLS 1 ... Beam 1a ... Upper flange 1b ... Lower flange 2 ... Wall panel 3 ... Column 4 ... Wall panel support metal 4a ... Notch 4b ... Beam mounting part 4c ... Standing part 4d ... Flat part 5 ... Bolt, nut 6. Inazuma plate 7 Bolts 8 Insert nuts 9 Bolts and nuts 10 L-shaped brackets 11 Bolts and nuts 12 Small fittings 13 and 14 Floor panel 21 Wall support 21a Notch 21b Beam mounting 21c Part 21d: Flat part A, B: Flat plate
Claims (2)
隔で複数の柱が立設され、該柱並びに平行に壁パネルが
並設される壁パネルの下部支持構造において、前記最小
モジュール間隔で柱を回避する切欠部を有する梁取付部
と、壁パネルの裏面と底面とを受ける連続した壁パネル
受け部とを備えた壁パネル支持金物が、前記梁取付部で
柱間の梁上面に固定され、前記壁パネル受け部により壁
パネルの下部が支持されていることを特徴とする壁パネ
ルの下部支持構造。1. A lower support structure for a plurality of pillars erected on an upper surface of a beam at an interval of an integral multiple of a minimum module, and the pillars and the wall panel are juxtaposed in parallel. A wall panel support having a beam mounting portion having a notch for avoiding a column and a continuous wall panel receiving portion for receiving a back surface and a bottom surface of the wall panel is fixed to a beam upper surface between columns at the beam mounting portion. A lower support structure for a wall panel, wherein a lower portion of the wall panel is supported by the wall panel receiving portion.
隔で複数の柱が立設され、該柱並びに平行に壁パネルを
並設する壁パネルの下部支持構造の施工方法において、
前記最小モジュール間隔で柱を回避する切欠部を有する
梁取付部と、壁パネルの裏面と底面とを受ける連続した
壁パネル受け部とを備えた壁パネル支持金物を、前記梁
取付部で柱間の梁上面に固定し、次いで前記壁パネル受
け部により壁パネルの下部を支持することを特徴とする
壁パネルの下部支持構造の施工方法。2. A method for constructing a lower support structure of a wall panel in which a plurality of columns are erected on an upper surface of a beam at intervals of an integral multiple of a minimum module, and the columns and the wall panels are juxtaposed in parallel.
A beam mounting part having a notch for avoiding a column at the minimum module interval, and a wall panel supporting hardware having a continuous wall panel receiving part for receiving a back surface and a bottom surface of a wall panel, the beam mounting part is provided between the columns. A method for constructing a lower support structure for a wall panel, comprising fixing the lower part of the wall panel to the upper surface of the beam and then supporting the lower part of the wall panel by the wall panel receiving portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP08072067A JP3124719B2 (en) | 1996-03-27 | 1996-03-27 | Wall panel lower support structure and construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP08072067A JP3124719B2 (en) | 1996-03-27 | 1996-03-27 | Wall panel lower support structure and construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09256523A JPH09256523A (en) | 1997-09-30 |
JP3124719B2 true JP3124719B2 (en) | 2001-01-15 |
Family
ID=13478691
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP08072067A Expired - Lifetime JP3124719B2 (en) | 1996-03-27 | 1996-03-27 | Wall panel lower support structure and construction method |
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JP (1) | JP3124719B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6067438B2 (en) * | 2013-03-21 | 2017-01-25 | 旭化成建材株式会社 | Wall panel mounting structure |
CN104612293B (en) * | 2014-11-27 | 2018-01-16 | 广东绿屋建筑科技工程有限公司 | A kind of concealed frame type ceramic thin plate curtain wall |
CN105821975A (en) * | 2016-04-08 | 2016-08-03 | 安徽富煌钢构股份有限公司 | Connection structure for steel column and exterior wall insulation board in steel structure house |
-
1996
- 1996-03-27 JP JP08072067A patent/JP3124719B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH09256523A (en) | 1997-09-30 |
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