JP6346472B2 - Support structure for outer panel - Google Patents

Support structure for outer panel Download PDF

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JP6346472B2
JP6346472B2 JP2014051813A JP2014051813A JP6346472B2 JP 6346472 B2 JP6346472 B2 JP 6346472B2 JP 2014051813 A JP2014051813 A JP 2014051813A JP 2014051813 A JP2014051813 A JP 2014051813A JP 6346472 B2 JP6346472 B2 JP 6346472B2
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wall panel
floor
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support structure
housing
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JP2015175158A (en
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雅司 大久保
雅司 大久保
黒田 宏
宏 黒田
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Description

本発明は、建物の躯体を外側から覆うことにより当該建物の外壁を構成するカーテンウォールに関する。   The present invention relates to a curtain wall that constitutes an outer wall of a building by covering the building frame from the outside.

カーテンウォールは複数枚の矩形の外壁パネルからなり、外壁パネルは水平方向に整列するとともに鉛直方向にも整列する。各外壁パネルは、躯体から建物外側に持ち出されるようにして当該躯体に支持される。各外壁パネルを建物の躯体に取り付ける一般的な構造は、特許第5216405号公報(特許文献1)、特開2005−127014号公報(特許文献2)、および特開平11−256737号公報(特許文献3)に記載されている。従来の一般的な外壁パネル取付構造を外壁パネルの側方からみた縦断面図を図8に示す。従来の一般的な外壁パネル取付構造では、躯体の梁を構成するH型鋼5と、外壁パネル(壁パネル、あるいは単にパネルともいう)1の間に、1本の長い通しアングル(定規アングルともいう)6と、複数個の取付金具(自重受け金具ともいう)8が介在する。   The curtain wall is composed of a plurality of rectangular outer wall panels, and the outer wall panels are aligned in the horizontal direction and also in the vertical direction. Each outer wall panel is supported by the casing so as to be taken out of the casing from the casing. General structures for attaching each outer wall panel to a building frame are disclosed in Japanese Patent No. 5216405 (Patent Document 1), Japanese Patent Application Laid-Open No. 2005-127014 (Patent Document 2), and Japanese Patent Application Laid-Open No. 11-256737 (Patent Document). 3). FIG. 8 is a longitudinal sectional view of a conventional general outer wall panel mounting structure as seen from the side of the outer wall panel. In a conventional general outer wall panel mounting structure, one long through angle (also called a ruler angle) is formed between the H-shaped steel 5 constituting the frame beam and the outer wall panel (also called a wall panel or simply a panel) 1. ) 6 and a plurality of mounting brackets (also referred to as self-weight brackets) 8 are interposed.

通しアングル6は水平方向に整列する複数枚の外壁パネルに跨って長く延びる。そして通しアングルの水平フランジが梁(H型鋼5)の上側フランジに重なるよう配設され、通しアングル6の鉛直フランジが梁(H型鋼5)よりも建物外側に持ち出される。   The through angle 6 extends long across a plurality of outer wall panels aligned in the horizontal direction. The horizontal flange of the through angle is arranged so as to overlap the upper flange of the beam (H-shaped steel 5), and the vertical flange of the through angle 6 is taken out of the building than the beam (H-shaped steel 5).

取付金具8は、長く延びる通しアングル6に長手方向に所定間隔を空けて複数個取り付けられるものであって、側方からみて下向きの開口を有するコ字状あるいは稲妻型(Z型ともいう)の係止部と、この係止部から前方に突出する連結部8e,8aとを有する。取付金具8の係止部は、通しアングル6の上向きの鉛直フランジに上方から差し込まれて、通しアングル6に係止する。取付金具の連結部8e,8aは外壁パネル1の下端と連結する。   A plurality of mounting brackets 8 are attached to a long extending through angle 6 at a predetermined interval in the longitudinal direction, and are U-shaped or lightning bolt type (also called Z-shaped) having a downward opening when viewed from the side. It has a latching | locking part and the connection parts 8e and 8a which protrude ahead from this latching | locking part. The engaging portion of the mounting bracket 8 is inserted into the upward vertical flange of the through angle 6 from above and is engaged with the through angle 6. The connecting portions 8e and 8a of the mounting bracket are connected to the lower end of the outer wall panel 1.

特許第5216405号公報Japanese Patent No. 5216405 特開2005−127014号公報JP 2005-127014 A 特開平11−256737号公報JP 11-256737 A

しかし、上記従来のような外壁パネル取付構造にあっては、以下に説明するような問題を生ずる。すなわち、通しアングルの水平フランジが梁の上側フランジに重なるように設置されることから、通しアングルよりも上側の空間と通しアングルよりも下側の空間と遮断される。そうすると、湿気が外壁パネル裏面に沿って停滞して結露が生じ、建物の耐久性が低下する。   However, the above-described conventional outer wall panel mounting structure causes problems as described below. That is, since the horizontal flange of the through angle is installed so as to overlap the upper flange of the beam, the space above the through angle and the space below the through angle are blocked. If it does so, moisture will stagnate along an outer wall panel back surface, dew condensation will arise, and the durability of a building will fall.

本発明は、上述の実情に鑑み、外壁パネルの裏面側で通気層を備える外壁パネルの支持構造を提供することを目的とする。   An object of this invention is to provide the support structure of an outer wall panel provided with a ventilation layer in the back surface side of an outer wall panel in view of the above-mentioned situation.

この目的のため本発明による外壁パネルの支持構造は、建物の基礎に立設される躯体を覆い、1階から上階まで複数階に亘り鉛直方向に整列する複数枚の外壁パネルと、各階に配置されて水平方向に延びる長尺部材であって外壁パネルの下辺を直下から支持して該外壁パネルの荷重を受け止める水平フランジと外壁パネルの裏面にあてがわれる鉛直フランジを有する下側通し部材と、下側通し部材の長手方向に間隔を空けて複数配置され、一端が基礎あるいは躯体に固定され、他端が下側通し部材を片持ちで支持する下側持出部材と備える。そして1階に配置される下側持出部材は基礎に固定され、上階に配置される下側持出部材は躯体に固定され建物の基礎と下側通し部材の鉛直フランジ間、および躯体下側通し部材の鉛直フランジ間に、1階床から上階天井へ流れる通気のための隙間を構成する。 The support structure of the outer wall panel according to the invention for this purpose is not covered the skeleton to be erected on foundation of the building, a plurality of external wall panels to be vertically aligned over a plurality floor to the upper floor from the first floor, each floor Is a long member that extends in the horizontal direction and has a horizontal flange that supports the lower side of the outer wall panel from directly below and receives the load of the outer wall panel, and a vertical flange that is applied to the back surface of the outer wall panel When, a plurality of spaced longitudinally spacing of the lower threading member, one end of which is fixed to the base or precursor, Ru with a lower the draw member to which the other end is cantilevered lower threading member. And the lower part taking-out member arranged on the first floor is fixed to the foundation, the lower part taking-out member arranged on the upper floor is fixed to the housing, between the vertical flange of the foundation of the building and the lower through member, and the housing and between the vertical flange of the lower threading member, constituting a gap for ventilation flowing from 1 floor to the upper floor ceiling.

かかる本発明によれば隙間が構成されることから、下側通し部材よりも上側の空間と下側の空間が連通し、従来の通しアングルのように遮断されない。複数階に亘り鉛直方向に整列する複数枚の外壁パネルの裏面に空気を流して、換気することができる。したがって外壁パネルの裏面および躯体に結露が生じず、建物の耐久性が向上する。 According to the present invention, since the gap is formed, the upper space and the lower space communicate with each other and are not blocked as in the conventional through angle. Ventilation can be achieved by flowing air through the back surfaces of a plurality of outer wall panels aligned in the vertical direction over a plurality of floors . Therefore, no condensation occurs on the back surface and the casing of the outer wall panel, and the durability of the building is improved.

本発明の一実施形態として、下側通し部材から鉛直方向に離隔して各階に配置され外壁パネルの上辺側部分に沿って水平に延び外壁パネルの裏面と連結する上側通し部材と、上側通し部材の長手方向に間隔を空けて複数配置され一端が躯体に固定され他端が上側通し部材を片持ちで支持する上側持出部材とをさらに備え、躯体および上側通し部材間に1階床から上階天井へ流れる通気のための隙間を構成する。かかる実施形態によれば、外壁パネルの上辺および下辺の双方において、鉛直方向に貫通する隙間を設けることができ、複数階に亘り鉛直方向に整列する複数枚の外壁パネルの裏面に沿って換気することができる。 As one embodiment of the present invention, an upper threading member that is vertically spaced from the lower threading member and is arranged on each floor and extends horizontally along the upper side portion of the outer wall panel and is connected to the back surface of the outer wall panel; And an upper take-out member that has one end fixed to the housing and the other end cantilevered to support the upper through member, and is disposed between the housing and the upper through member from the first floor. Create a gap for ventilation that flows to the ceiling . According to this embodiment, it is possible to provide a gap penetrating in the vertical direction on both the upper side and the lower side of the outer wall panel, and ventilate along the back surface of the plurality of outer wall panels aligned in the vertical direction over a plurality of floors. be able to.

本発明のさらに好ましい実施形態として、下側および/または上側持出部材は乾式工法で躯体に固定される。かかる実施形態によれば、建築施工現場でこれら持出部材の位置を調整しながら、躯体に容易に取り付けることができる。なお乾式工法とは、溶接や接着剤を使わず、ボルト、ナット、クリップ等の機械的な連結具を用いて、2部材を連結することをいう。他の実施形態としてこれらの持出部材が溶接によって躯体に取付固定されてもよい。   As a further preferred embodiment of the present invention, the lower and / or upper carrying member is fixed to the housing by a dry method. According to this embodiment, it can attach to a housing easily, adjusting the position of these taking-out members at a building construction site. In addition, a dry construction method means connecting two members using mechanical connection tools, such as a volt | bolt, a nut, and a clip, without using welding or an adhesive agent. As another embodiment, these take-out members may be attached and fixed to the housing by welding.

本発明は一実施形態に限定されるものではないが、複数の下側持出部材は下側通し部材の鉛直フランジ部に溶接固定されるとよい。かかる実施形態によれば、予め工場で溶接固定しておくことにより、複数の下側持出部材および1本の下側通し部材を1部品として取り扱うことができる。したがって、建築施工現場における組み立て効率が向上する。他の実施形態として、溶接や接着剤を使う湿式工法ではなく、ボルト、ナット、クリップ等の乾式工法によって上側通し部材および上側持出部材を結合してもよい。   The present invention is not limited to one embodiment, but the plurality of lower take-out members may be fixed by welding to the vertical flange portion of the lower through member. According to this embodiment, a plurality of lower take-out members and one lower through member can be handled as one component by welding and fixing in a factory in advance. Therefore, the assembly efficiency at the construction site is improved. As another embodiment, the upper threading member and the upper take-out member may be coupled by a dry method such as a bolt, a nut, or a clip instead of a wet method using welding or an adhesive.

隙間の幅は特に限定されないが通気を円滑に行うため、10mm以上であるとよい。隙間の幅は大きいほど良いが、大きすぎると外壁の表面から居住空間の内側壁面までの全体壁厚が大きくなってしまうことに留意する。   The width of the gap is not particularly limited, but is preferably 10 mm or more for smooth ventilation. The larger the gap, the better, but note that if it is too large, the overall wall thickness from the outer wall surface to the inner wall surface of the living space will increase.

このように本発明によれば、通気のための隙間によって、外壁パネル裏面側の空間を上下方向に換気することができる。したがって躯体に結露が生じず、建物の耐久性が向上する。   Thus, according to the present invention, the space on the back side of the outer wall panel can be ventilated in the vertical direction by the gap for ventilation. Therefore, condensation does not occur in the housing, and the durability of the building is improved.

本発明の一実施形態になる外壁パネルの支持構造を示す分解斜視図である。It is a disassembled perspective view which shows the support structure of the outer wall panel which becomes one Embodiment of this invention. 同実施形態を側方からみた断面図であり、通気のための隙間を示す。It is sectional drawing which looked at the embodiment from the side, and shows the clearance gap for ventilation | gas_flowing. 同実施形態を側方からみた断面図であり、持出部材を示す。It is sectional drawing which looked at the embodiment from the side, and shows a taking-out member. 同実施形態を側方からみた断面図であり、取付金具を示す。It is sectional drawing which looked at the same embodiment from the side, and shows a mounting bracket. 外壁パネルを躯体から持ち出して支持する構造を示す分解斜視図である。It is a disassembled perspective view which shows the structure which takes out and supports an outer wall panel from a housing. 梁から躯体外側へ持ち出すように支持される通しアングルを示す平面図である。It is a top view which shows the through angle supported so that it may carry out to a housing outer side from a beam. 通しアングルを長手方向にみた側面図である。It is the side view which looked at the through angle in the longitudinal direction. 従来の外壁パネルの支持構造を示す断面図である。It is sectional drawing which shows the support structure of the conventional outer wall panel.

以下、本発明の実施の形態を、図面に基づき詳細に説明する。図1は、本発明の一実施形態になる外壁パネルの支持構造を示す分解斜視図であって、躯体の外側からみた様子を表す。図2〜図4は、同実施形態を側方からみた断面図であり、図2は通気のための隙間で、図3は持出部材で、図4は取付金具でそれぞれ断面とする。図5は、外壁パネルを躯体から持ち出すように支持する構造を示す分解斜視図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is an exploded perspective view showing a support structure of an outer wall panel according to an embodiment of the present invention, and shows a state seen from the outside of a housing. 2 to 4 are cross-sectional views of the same embodiment as viewed from the side. FIG. 2 is a gap for ventilation, FIG. 3 is a take-out member, and FIG. FIG. 5 is an exploded perspective view showing a structure for supporting the outer wall panel so as to be taken out from the housing.

本実施形態の建物は、図1および図5に示すように複数本の柱11と複数本の梁12を接合してなる躯体と、この躯体を覆う複数枚の外壁パネル13とを備える。なお図面の理解を容易にするため、図1の分解斜視図では1階床から2階天井までの柱を示し、また水平方向1単位の梁を示し、それ以外の躯体を仮想線で示し、外壁パネル13を躯体から取り外しあるいは図略する。実際には複数枚の外壁パネル13が、同じ姿勢で、水平方向に整列するとともに、複数階に亘り鉛直方向に整列する。1本の柱11と1本の梁12と左右2枚の外壁パネル13を単位として、これらは鉛直方向および水平方向に繰り返すように増やすことができる。   As shown in FIGS. 1 and 5, the building of this embodiment includes a housing formed by joining a plurality of pillars 11 and a plurality of beams 12, and a plurality of outer wall panels 13 covering the housing. In order to facilitate the understanding of the drawing, the exploded perspective view of FIG. 1 shows the pillars from the first floor to the second floor, shows the beam of one unit in the horizontal direction, and shows the other frame by virtual lines, The outer wall panel 13 is removed from the casing or omitted. Actually, the plurality of outer wall panels 13 are aligned in the horizontal direction in the same posture and aligned in the vertical direction over a plurality of floors. By using one column 11, one beam 12, and two left and right outer wall panels 13 as a unit, these can be increased to repeat in the vertical direction and the horizontal direction.

躯体のコンクリート基礎10の天端には柱11の下端が固定される。柱11は鉛直方向に延びる矩形断面の鋼材であって、水平方向に所定間隔を空けて配置され、柱11の上端は梁12の両端部を支持する。梁12は、図2〜図4に示すようにH型鋼であり、水平方向に延びて、上階と下階の間に介在する階間を構成する。   The lower end of the column 11 is fixed to the top end of the concrete foundation 10 of the frame. The column 11 is a steel material having a rectangular cross section extending in the vertical direction, and is disposed at a predetermined interval in the horizontal direction, and the upper end of the column 11 supports both ends of the beam 12. The beam 12 is H-shaped steel as shown in FIGS. 2 to 4, and extends in the horizontal direction to form a space between the upper floor and the lower floor.

外壁パネル13は、上辺13u、下辺13l、第1側辺13m、および第2側辺13nを有する矩形であり、第1側辺13mおよび第2側辺13nは建物の各階の高さと略同じ寸法を有する。また上辺13uおよび下辺13lは、第1側辺13mおよび第2側辺13nよりも短くされる。外壁パネル13は例えばコンクリート板である。   The outer wall panel 13 is a rectangle having an upper side 13u, a lower side 13l, a first side 13m, and a second side 13n. The first side 13m and the second side 13n are approximately the same size as the height of each floor of the building. Have The upper side 13u and the lower side 13l are shorter than the first side side 13m and the second side side 13n. The outer wall panel 13 is a concrete board, for example.

外壁パネル13の下辺13lは、通しアングル14を介して躯体に支持される。また外壁パネル13は、上辺13u近傍の上辺側部分で、上側通し部材24を介して躯体に連結される。   The lower side 13 l of the outer wall panel 13 is supported by the housing via the through angle 14. In addition, the outer wall panel 13 is connected to the housing through the upper threading member 24 at the upper side portion in the vicinity of the upper side 13u.

図6は、梁12から躯体外側へ持ち出されるよう支持される通しアングル14を示す平面図である。図7は、通しアングル14を長手方向にみた側面図である。通しアングル14はL型鋼であって、水平フランジおよび鉛直フランジを有する長尺な下側通し部材である。また図1〜図4に示すように、通しアングル14は、外壁パネル13の下辺13lに沿って水平に延び、図1に示すように少なくとも下辺13lと略同じ長さを有する。なお本実施形態の他、図には示さなかったが通しアングル14は梁12と略同じ長さであってもよく、下辺13lの数倍の長さであってもよい。   FIG. 6 is a plan view showing the through angle 14 supported so as to be taken out from the beam 12 to the outside of the housing. FIG. 7 is a side view of the through angle 14 as viewed in the longitudinal direction. The through angle 14 is an L-shaped steel, and is a long lower through member having a horizontal flange and a vertical flange. 1 to 4, the through angle 14 extends horizontally along the lower side 13l of the outer wall panel 13, and has at least substantially the same length as the lower side 13l as shown in FIG. In addition to this embodiment, although not shown in the drawing, the through angle 14 may be substantially the same length as the beam 12 or may be several times longer than the lower side 13l.

通しアングル14の水平フランジ14hは、外壁パネル13の下辺13lを直下から支持して外壁パネル13の荷重を受け止める。通しアングル14の鉛直フランジ14lは、外壁パネル13の裏面13bにあてがわれる。   The horizontal flange 14h of the through angle 14 supports the lower side 13l of the outer wall panel 13 from directly below and receives the load of the outer wall panel 13. The vertical flange 141 of the through angle 14 is applied to the back surface 13 b of the outer wall panel 13.

通しアングル14は、梁12またはコンクリート基礎10と平行に延び、これらにそれぞれ支持される。通しアングル14と梁12の間には複数の下側持出部材15が設けられる。本実施形態では図6に示すように1本の長尺な通しアングル14に対し3個の下側持出部材15が設けられるが、下側持出部材15の数は2個以上であれば特に限定されない。   The through-angle 14 extends in parallel with the beam 12 or the concrete foundation 10 and is supported by them. A plurality of lower take-out members 15 are provided between the through angle 14 and the beam 12. In the present embodiment, as shown in FIG. 6, three lower takeout members 15 are provided for one long through-angle 14, but the number of lower takeout members 15 is two or more. There is no particular limitation.

下側持出部材15の一端は梁12の上側フランジにボルト16およびナット17(図3)で固定され、下側持出部材15の他端は躯体(梁12)の外側に突出して通しアングル14を片持ち支持する。そして、通しアングル14の鉛直フランジ14lと梁12の上側フランジの間に通気のための隙間G1を構成する。隙間G1は、通気を確保するため狭すぎてはならず、10mm以上の間隔を確保すべきである。なお下側持出部材15の他端は、工場などで予め、通しアングル14の角部に溶接固定される。そして1本の通しアングル14および複数の下側持出部材15は、図7に示すように1部品を構成する。   One end of the lower take-out member 15 is fixed to the upper flange of the beam 12 with a bolt 16 and a nut 17 (FIG. 3), and the other end of the lower take-out member 15 protrudes to the outside of the housing (beam 12). 14 is cantilevered. A gap G <b> 1 for ventilation is formed between the vertical flange 141 of the through angle 14 and the upper flange of the beam 12. The gap G1 should not be too narrow in order to ensure ventilation, and an interval of 10 mm or more should be ensured. The other end of the lower take-out member 15 is welded and fixed to a corner portion of the through angle 14 in advance at a factory or the like. One through angle 14 and a plurality of lower take-out members 15 constitute one part as shown in FIG.

図4を参照して、外壁パネル13の下辺13lには、水平方向中央に1個のロッキングプレート20が予め固定されている。ロッキングプレート20は、鋼製のプレートであって、鉛直方向に広がる鉛直部および水平方向に広がる水平部を有するよう、L字型に形成される。そしてロッキングプレート20の水平部が外壁パネル13の下端面に沿うよう設けられる。またロッキングプレート20の鉛直部が外壁パネル13の裏面13bに沿って設けられる。ロッキングプレート20は建築施工現場に搬入される前から外壁パネル13に固定されていてもよいが、建築施工現場で後述する取付金具18とともにボルト19で共縫い固定されてもよい。なお詳しくは後述するが、ロッキングプレート20は外壁パネル13の支点として当該外壁パネル13を支持することから、支点プレートとも称する。   Referring to FIG. 4, one locking plate 20 is fixed to the lower side 13 l of the outer wall panel 13 in the center in the horizontal direction in advance. The locking plate 20 is a steel plate and is formed in an L shape so as to have a vertical portion extending in the vertical direction and a horizontal portion extending in the horizontal direction. The horizontal portion of the locking plate 20 is provided along the lower end surface of the outer wall panel 13. A vertical portion of the locking plate 20 is provided along the back surface 13 b of the outer wall panel 13. The locking plate 20 may be fixed to the outer wall panel 13 before being carried into the building construction site, but may be fixed together with a bolt 19 together with a mounting bracket 18 described later at the building construction site. Although the details will be described later, the locking plate 20 supports the outer wall panel 13 as a fulcrum of the outer wall panel 13 and is also referred to as a fulcrum plate.

通しアングル14の鉛直フランジ14lがあてがわれる外壁パネル13の下辺13l寄りには、取付金具18がボルト19で締結固定される。取付金具18は鉛直方向に延びる鋼製のプレートであって、その上端部と下端部が互いに平行な位置関係となるよう稲妻型に形成される。そして取付金具18の上端部がロッキングプレート20の鉛直部に重なるよう取り付けられ、取付金具18の下端部がロッキングプレート20の鉛直部との間で下向き開口の溝を構成する。かかる下向き溝に通しアングル14の鉛直フランジ14lが上向きに進入することにより、外壁パネル13は外れないよう通しアングル14に係止される。このようにして外壁パネル13は、通しアングル14に自重を預ける他、外れないよう通しアングル14に取付固定される。ここで附言すると、通しアングル14の水平フランジ14hが外壁パネル13の荷重を受け止める際、外壁パネル13の下端面と水平フランジ14hの間にロッキングプレート20が介在する。この他にも図示はしなかったが、水平フランジ14hが外壁パネル13の下端面に直接接触してもよい。   A mounting bracket 18 is fastened and fixed by a bolt 19 near the lower side 13l of the outer wall panel 13 to which the vertical flange 14l of the through angle 14 is applied. The mounting bracket 18 is a steel plate extending in the vertical direction, and is formed in a lightning bolt shape so that the upper end portion and the lower end portion thereof are parallel to each other. The mounting bracket 18 is attached so that the upper end portion thereof overlaps with the vertical portion of the locking plate 20, and the lower end portion of the mounting bracket 18 forms a downward opening groove with the vertical portion of the locking plate 20. When the vertical flange 141 of the angle 14 enters upward through the downward groove, the outer wall panel 13 is locked to the through angle 14 so as not to be detached. In this way, the outer wall panel 13 is attached and fixed to the through-angle 14 so as not to be removed in addition to depositing its own weight in the through-angle 14. In addition, when the horizontal flange 14h of the through angle 14 receives the load of the outer wall panel 13, the locking plate 20 is interposed between the lower end surface of the outer wall panel 13 and the horizontal flange 14h. Although not shown, the horizontal flange 14h may be in direct contact with the lower end surface of the outer wall panel 13.

上側通し部材24は、図1〜図5に示すように外壁パネル13の上辺13u側部分に沿って水平に延びる帯鋼であり、外壁パネル13の鉛直な裏面13bと面接触する。また上側通し部材24は、図1に示すように少なくとも上辺13uと略同じ長さを有する。なお本実施形態の他、図には示さなかったが上側通し部材24は梁12と略同じ長さであってもよく、上辺13uの数倍の長さであってもよい。また上側通し部材24の曲げ強度を確保するために、外壁パネル13とは反対側の上側通し部材24の表面にフランジないしリブを形成してもよい。   As shown in FIGS. 1 to 5, the upper through member 24 is a steel strip extending horizontally along the upper side 13 u side portion of the outer wall panel 13, and is in surface contact with the vertical back surface 13 b of the outer wall panel 13. Further, as shown in FIG. 1, the upper threading member 24 has at least substantially the same length as the upper side 13u. In addition to this embodiment, although not shown in the drawing, the upper threading member 24 may be approximately the same length as the beam 12 or may be several times longer than the upper side 13u. In order to ensure the bending strength of the upper through member 24, a flange or a rib may be formed on the surface of the upper through member 24 on the side opposite to the outer wall panel 13.

上側通し部材24は、隙間G2を空けて梁12と平行に延び、梁12の下側フランジに支持される。上側通し部材24と梁12の下側フランジとの間には複数の上側持出部材25が設けられる。本実施形態では図5に示すように1本の長尺な上側通し部材24に対し3個の上側持出部材25が設けられるが、上側持出部材25の数は2個以上であれば特に限定されない。上側持出部材25は、図3に示すように側方からみて三角形のブラケットである。   The upper threading member 24 extends in parallel with the beam 12 with a gap G2 therebetween, and is supported by the lower flange of the beam 12. A plurality of upper take-out members 25 are provided between the upper threading member 24 and the lower flange of the beam 12. In the present embodiment, as shown in FIG. 5, three upper takeout members 25 are provided for one long upper passing member 24, and the number of the upper takeout members 25 is particularly two or more. It is not limited. The upper carry-out member 25 is a triangular bracket as viewed from the side as shown in FIG.

上側持出部材25の一端は梁12の下側フランジにボルト26およびナット27(図3)で固定され、上側持出部材25の他端は躯体(梁12)の外側に突出して上側通し部材24を片持ち支持する。そして、鉛直に立ち上がった上側通し部材24と梁12の下側フランジの間に通気のための隙間G2を構成する。隙間G2も、隙間G1と同様、通気を確保するため狭すぎてはならず、10mm以上の間隔を確保すべきである。なお上側持出部材25の他端は、工場などで予め、上側通し部材24の表面に溶接固定される。そして1本の上側通し部材24および複数の上側持出部材25は1部品を構成する。   One end of the upper carry-out member 25 is fixed to the lower flange of the beam 12 with a bolt 26 and a nut 27 (FIG. 3), and the other end of the upper carry-out member 25 protrudes to the outside of the housing (the beam 12) to be an upper passage member. 24 is cantilevered. And the clearance gap G2 for ventilation | gas_flowing is comprised between the upper side through member 24 which stood | started up vertically, and the lower flange of the beam 12. As shown in FIG. Similarly to the gap G1, the gap G2 should not be too narrow in order to ensure ventilation, and an interval of 10 mm or more should be ensured. The other end of the upper take-out member 25 is fixed by welding to the surface of the upper passing member 24 in advance at a factory or the like. One upper threading member 24 and a plurality of upper take-out members 25 constitute one component.

図4を参照して、外壁パネル13の上辺13u側の裏面13bには、上側通し部材24が面接触するとともに、取付金具28がボルト29で締結固定される。取付金具28は外壁パネル13の水平方向中央に1個配置される。取付金具28は鉛直方向に延びる鋼製のプレートであって、その上端部と下端部が互いに平行な位置関係となるよう稲妻型に形成される。そして取付金具28の下端部が外壁パネル13の裏面に面接触するよう取り付けられ、取付金具28の上端部が外壁パネル13の裏面との間で上向き開口の溝を構成する。かかる上向き溝に上側通し部材24が下向きに進入することにより、外壁パネル13は外れないよう上側通し部材24に係止される。このようにして外壁パネル13は、外れないよう上側通し部材24に取付固定される。   With reference to FIG. 4, the upper through member 24 comes into surface contact with the back surface 13 b on the upper side 13 u side of the outer wall panel 13, and the mounting bracket 28 is fastened and fixed by a bolt 29. One mounting bracket 28 is arranged at the center in the horizontal direction of the outer wall panel 13. The mounting bracket 28 is a steel plate extending in the vertical direction, and is formed in a lightning bolt shape so that the upper end portion and the lower end portion thereof are parallel to each other. And the lower end part of the attachment metal fitting 28 is attached so that it may surface-contact with the back surface of the outer wall panel 13, and the upper end part of the attachment metal fitting 28 comprises the groove | channel of upward opening between the back surface of the outer wall panel 13. When the upper passage member 24 enters the upward groove downward, the outer wall panel 13 is locked to the upper passage member 24 so as not to be detached. Thus, the outer wall panel 13 is attached and fixed to the upper threading member 24 so as not to be detached.

外壁パネル13のうち上辺13uと下辺13lとの中間領域の裏面13bには、縦桟31が水平方向に間隔を空けて取り付けられる。縦桟31には断熱材32が取り付けられる。このようにして外壁パネル13および断熱材32間に隙間G3が形成される。これにより外壁パネル13の裏面13bに沿って、鉛直方向に連続する隙間G2,G3,G1が形成される。しかもこれらの隙間G2,G3,G1は鉛直方向に複数枚配列される外壁パネル13にまたがる通路を構成する。したがって各外壁パネル13の裏面13bにおいて、図3〜図5に矢印で示すように空気が流れ、換気される。   A vertical rail 31 is attached to the back surface 13b of the intermediate region between the upper side 13u and the lower side 13l of the outer wall panel 13 with a gap in the horizontal direction. A heat insulating material 32 is attached to the vertical beam 31. In this way, a gap G3 is formed between the outer wall panel 13 and the heat insulating material 32. Thereby, gaps G2, G3, G1 continuous in the vertical direction are formed along the back surface 13b of the outer wall panel 13. Moreover, these gaps G2, G3, G1 constitute a passage extending over the outer wall panel 13 arranged in a plurality in the vertical direction. Therefore, on the back surface 13b of each outer wall panel 13, air flows and is ventilated as shown by arrows in FIGS.

本実施形態によれば、水平方向に延びる長尺な通しアングル14および躯体の梁12間に、複数の下側持出部材15が通しアングル14の長手方向に間隔を空けて複数配置される。そして下側持出部材15の一端が梁12に固定され、下側持出部材15の他端が通しアングル14を片持ちで支持し、梁12および通しアングル14の鉛直フランジ14l間に通気のための隙間G1を構成する。これにより外壁パネル13の裏面側で換気が可能になり、結露を防止して、外壁パネル13および躯体(柱11および梁12)の耐久性が向上する。   According to the present embodiment, a plurality of lower take-out members 15 are arranged at intervals in the longitudinal direction of the through angle 14 between the long through angle 14 extending in the horizontal direction and the beam 12 of the housing. One end of the lower take-out member 15 is fixed to the beam 12, the other end of the lower take-out member 15 supports the through angle 14 in a cantilever manner, and ventilation is performed between the beam 12 and the vertical flange 14 l of the through angle 14. A gap G1 is formed. This allows ventilation on the back side of the outer wall panel 13, prevents condensation, and improves the durability of the outer wall panel 13 and the frame (columns 11 and beams 12).

また本実施形態によれば、外壁パネル13の上辺側部分に沿って水平に延び外壁パネル13の裏面13bと連結する上側通し部材24と、上側通し部材24の長手方向に間隔を空けて複数配置される上側持出部材25をさらに備える。そして上側持出部材25の一端が梁12に固定され、上側持出部材25の他端が上側通し部材24を片持ちで支持し、梁12および上側通し部材24間に通気のための隙間G2を構成する。これにより外壁パネル13の裏面側で換気が可能になり、結露を防止して、外壁パネル13および躯体(柱11および梁12)の耐久性が向上する。したがってこれらの隙間G1,G2によって梁12の上側空間と下側空間が連通して、両空間の間で空気を流すことができる。   In addition, according to the present embodiment, a plurality of upper through members 24 that extend horizontally along the upper side portion of the outer wall panel 13 and are connected to the back surface 13b of the outer wall panel 13 are disposed at intervals in the longitudinal direction of the upper through member 24. The upper take-out member 25 is further provided. One end of the upper take-out member 25 is fixed to the beam 12, the other end of the upper take-out member 25 supports the upper passing member 24 in a cantilever manner, and a gap G <b> 2 for ventilation between the beam 12 and the upper passing member 24. Configure. This allows ventilation on the back side of the outer wall panel 13, prevents condensation, and improves the durability of the outer wall panel 13 and the frame (columns 11 and beams 12). Accordingly, the upper space and the lower space of the beam 12 communicate with each other through the gaps G1 and G2, and air can flow between the two spaces.

なお、外壁パネルの鉛直方向寸法、水平方向寸法、および厚み寸法は本実施形態に限定されない。また1本の梁に割り付けられる外壁パネルの枚数も本実施形態に限定されない。   The vertical dimension, horizontal dimension, and thickness dimension of the outer wall panel are not limited to this embodiment. Further, the number of outer wall panels assigned to one beam is not limited to this embodiment.

以上、図面を参照してこの発明の実施の形態を説明したが、この発明は、図示した実施の形態のものに限定されない。図示した実施の形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。   Although the embodiments of the present invention have been described with reference to the drawings, the present invention is not limited to the illustrated embodiments. Various modifications and variations can be made to the illustrated embodiment within the same range or equivalent range as the present invention.

この発明になる外壁パネルの支持構造は、建築工法において有利に利用される。   The support structure of the outer wall panel according to the present invention is advantageously used in a construction method.

10 コンクリート基礎、 11 躯体の柱、 12 躯体の梁、
13 外壁パネル、 13b 裏面、 13l 下辺、 13u 上辺、
14 通しアングル(下側通し部材)、 14h 水平フランジ、
14l 鉛直フランジ、 15 下側持出部材、 18 取付金具、
20 ロッキングプレート、 24 上側通し部材、 25 上側持出部材、
28 取付金具、 G1,G2,G3 隙間。
10 concrete foundation, 11 column of frame, 12 beam of frame,
13 outer wall panel, 13b back surface, 13l lower side, 13u upper side,
14 through angle (lower through member), 14h horizontal flange,
14l vertical flange, 15 lower take-out member, 18 mounting bracket,
20 locking plate, 24 upper threading member, 25 upper takeout member,
28 Mounting bracket, G1, G2, G3 gap.

Claims (6)

建物の基礎に立設される躯体を覆い、1階から上階まで複数階に亘り鉛直方向に整列する複数枚の外壁パネルと、
各階に配置されて水平方向に延びる長尺部材であって、前記外壁パネルの下辺を直下から支持して該外壁パネルの荷重を受け止める水平フランジと、前記外壁パネルの裏面にあてがわれる鉛直フランジを有する下側通し部材と、
前記下側通し部材の長手方向に間隔を空けて複数配置され、一端が前記基礎あるいは前記躯体に固定され、他端が前記下側通し部材を片持ちで支持する下側持出部材と備え、
1階に配置される前記下側持出部材は、前記基礎に固定され、
上階に配置される前記下側持出部材は、前記躯体に固定され、
前記基礎と前記下側通し部材の前記鉛直フランジ間、および前記躯体前記下側通し部材の前記鉛直フランジ間に、1階床から上階天井へ流れる通気のための隙間を構成する、外壁パネルの支持構造。
Have covered the skeleton to be erected on foundation of the building, a plurality of external wall panels to be vertically aligned over a plurality floor to the upper floor from the first floor,
A long member arranged on each floor and extending in the horizontal direction, comprising a horizontal flange for supporting the lower side of the outer wall panel from directly below and receiving the load of the outer wall panel, and a vertical flange applied to the back surface of the outer wall panel A lower threading member having,
Wherein a plurality of spaced longitudinally spacing of the lower threading member, one end of which is fixed to the foundation or the skeleton, the lower the draw member and with the other end supporting the lower threading member in a cantilever manner ,
The lower take-out member arranged on the first floor is fixed to the foundation,
The lower taking-out member arranged on the upper floor is fixed to the housing,
Between the vertical flanges of the base and the lower threading member, and between the vertical flange of the skeleton and the lower threading member, constituting a gap for ventilation flowing from 1 floor to the upper floor ceiling, outer wall panels Support structure.
前記下側通し部材から鉛直方向に離隔して各階に配置され、前記外壁パネルの上辺側部分に沿って水平に延び、前記外壁パネルの裏面と連結する上側通し部材と、
前記上側通し部材の長手方向に間隔を空けて複数配置され、一端が前記躯体に固定され、他端が前記上側通し部材を片持ちで支持する上側持出部材とをさらに備え、
前記躯体および前記上側通し部材間に、1階床から上階天井へ流れる通気のための隙間を構成する、請求項1に記載の外壁パネルの支持構造。
An upper through member that is vertically spaced from the lower through member, is arranged on each floor , extends horizontally along the upper side portion of the outer wall panel, and is connected to the back surface of the outer wall panel;
A plurality of upper passage members arranged at intervals in the longitudinal direction, one end being fixed to the housing, and the other end further comprising an upper carrying member that cantilevered the upper passage member;
The support structure of the outer wall panel according to claim 1, wherein a gap for ventilation flowing from the first floor to the upper floor ceiling is formed between the housing and the upper through member.
前記複数の上側持出部材は前記上側通し部材に溶接固定される、請求項2に記載の外壁パネルの支持構造。   The outer wall panel support structure according to claim 2, wherein the plurality of upper carry-out members are fixed to the upper through member by welding. 前記下側および/または上側持出部材は乾式工法で前記躯体に固定される、請求項1〜3のいずれかに記載の外壁パネルの支持構造。   The support structure of the outer wall panel according to any one of claims 1 to 3, wherein the lower and / or upper take-out member is fixed to the housing by a dry method. 前記複数の下側持出部材は前記下側通し部材の前記鉛直フランジ部に溶接固定される、
請求項4に記載の外壁パネルの支持構造。
The plurality of lower take-out members are fixed by welding to the vertical flange portion of the lower through member,
The support structure of the outer wall panel according to claim 4.
前記隙間の幅は10mm以上である、請求項1〜5のいずれかに記載の外壁パネルの支
持構造。
The support structure of the outer wall panel according to any one of claims 1 to 5, wherein a width of the gap is 10 mm or more.
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JPH094100A (en) * 1995-06-15 1997-01-07 Misawa Homes Co Ltd Attaching bracket of outer wall
JPH094101A (en) * 1995-06-20 1997-01-07 Misawa Homes Co Ltd Bracket for mounting exterior wall panel
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