JP2021156073A - Wall panel support structure - Google Patents

Wall panel support structure Download PDF

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JP2021156073A
JP2021156073A JP2020059132A JP2020059132A JP2021156073A JP 2021156073 A JP2021156073 A JP 2021156073A JP 2020059132 A JP2020059132 A JP 2020059132A JP 2020059132 A JP2020059132 A JP 2020059132A JP 2021156073 A JP2021156073 A JP 2021156073A
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floor
wall
panel
pair
support structure
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JP7441095B2 (en
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智勇 工藤
Tomoo Kudo
智勇 工藤
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Asahi Kasei Homes Corp
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Abstract

To provide a wall panel support structure capable of supporting a wall panel with a simple configuration.SOLUTION: This wall panel support structure is for a building having a framed structure including at least a pair of floor receiving beams arranged in parallel, and comprises: at least one floor panel hung over the floor receiving beams to be supported; a wall receiving member extending over the floor panel in a plan view and supported on the pair of floor receiving beams or another framed member constituting the framed structure; and a wall panel supported by the wall receiving member.SELECTED DRAWING: Figure 1

Description

本発明は壁パネルの支持構造に関し、特に、軸組架構を有する建物の壁パネルの支持構造に関する。 The present invention relates to a wall panel support structure, and more particularly to a wall panel support structure of a building having a frame frame.

従来から、住宅等の建物において、例えばバルコニーと居室との間を区切るために、壁パネルを設ける構成が知られている。特許文献1には、界壁によってバルコニーと居室とが区切られたバルコニー構造が開示されている。特許文献1のバルコニー構造では、界壁は軸組を構成する梁によって支持されている。 Conventionally, in a building such as a house, a configuration in which a wall panel is provided for separating a balcony and a living room, for example, has been known. Patent Document 1 discloses a balcony structure in which a balcony and a living room are separated by a boundary wall. In the balcony structure of Patent Document 1, the boundary wall is supported by the beams constituting the framework.

特開2000−64415号公報Japanese Unexamined Patent Publication No. 2000-64415

しかし、特許文献1に開示のバルコニー構造では、界壁に沿った位置に梁を設けなければならない。また、界壁を支持するための梁を設けるためには、バルコニー側の床面と、居室側の床面とを、それぞれ別々の床の下地材であるALC板で構成しなければならない。さらに、それぞれのALC板を支持するために、別々の梁を設けなければならなくなる可能性がある。そのため、バルコニー構造を構成する部材の数が多くなると共に構成が複雑になり、コストや施工の手間が増大するという問題があった。特に、界壁を隣接する界壁に対し平面視で斜めに(例えば45度)屈曲するように配置する場合は、梁の接合部やALC板を特殊な形状・納まりとする必要があり、コストや施工の手間が更に増大することに加え、構造解析も複雑化するという問題があった。それゆえ、壁パネルを簡易な構成で支持することができる技術が求められていた。 However, in the balcony structure disclosed in Patent Document 1, a beam must be provided at a position along the boundary wall. Further, in order to provide the beam for supporting the boundary wall, the floor surface on the balcony side and the floor surface on the living room side must be composed of ALC boards which are separate floor base materials. In addition, separate beams may have to be provided to support each ALC plate. Therefore, there is a problem that the number of members constituting the balcony structure increases, the configuration becomes complicated, and the cost and the labor for construction increase. In particular, when the boundary wall is arranged so as to bend diagonally (for example, 45 degrees) in a plan view with respect to the adjacent boundary wall, it is necessary to make the joint portion of the beam and the ALC plate into a special shape and fit, which is costly. In addition to further increasing the labor of construction and construction, there is a problem that structural analysis is also complicated. Therefore, there has been a demand for a technique capable of supporting a wall panel with a simple configuration.

そこで、本発明は、簡易な構成で壁パネルを支持することができる、壁パネルの支持構造を提供することを目的とする。 Therefore, an object of the present invention is to provide a wall panel support structure capable of supporting a wall panel with a simple configuration.

本発明は、上記課題を解決するためになされたものであり、本発明の壁パネルの支持構造は、平行配置された少なくとも一対の床受け梁を備える軸組架構を有する建物の壁パネルの支持構造であって、
前記一対の床受け梁に架け渡されて支持されている少なくとも1つの床パネルと、
平面視で前記床パネルを跨ぐように延在し、前記一対の床受け梁又は前記軸組架構を構成する他の軸組部材に支持された壁受け部材と、
前記壁受け部材で支持された壁パネルと、を有することを特徴とする。
The present invention has been made to solve the above problems, and the wall panel support structure of the present invention is a support for a wall panel of a building having a frame frame including at least a pair of floor receiving beams arranged in parallel. It ’s a structure,
At least one floor panel that is bridged and supported by the pair of floor receiving beams,
A wall receiving member extending so as to straddle the floor panel in a plan view and supported by the pair of floor receiving beams or other frame members constituting the frame frame.
It is characterized by having a wall panel supported by the wall receiving member.

ここで、本発明の壁パネルの支持構造において、前記壁受け部材は、前記他の軸組部材により支持されており、前記他の軸組部材は、前記一対の床受け梁を連結する連結梁であることが好ましい。 Here, in the support structure of the wall panel of the present invention, the wall receiving member is supported by the other frame member, and the other frame member is a connecting beam connecting the pair of floor receiving beams. Is preferable.

また、本発明の壁パネルの支持構造は、前記壁受け部材と前記床パネルとを連結し、前記壁パネルが受けた水平荷重を前記床パネルへと伝達する水平荷重伝達手段を有することが好ましい。 Further, it is preferable that the support structure of the wall panel of the present invention has a horizontal load transmitting means for connecting the wall receiving member and the floor panel and transmitting the horizontal load received by the wall panel to the floor panel. ..

また、本発明の壁パネルの支持構造において、前記水平荷重伝達手段は軸部材から構成され、前記軸部材は、一方端が前記壁受け部材に連結され、他方端が前記床パネルに挿入されていることが好ましい。 Further, in the support structure of the wall panel of the present invention, the horizontal load transmitting means is composed of a shaft member, one end of the shaft member is connected to the wall receiving member, and the other end is inserted into the floor panel. It is preferable to have.

また、本発明の壁パネルの支持構造は、前記一対の床受け梁それぞれに取り付けられている一対の床受け部材を有し、前記一対の床受け部材は、前記一対の床受け梁の間で前記床パネルが落とし込まれるようにして前記床パネルを支持することが好ましい。 Further, the support structure of the wall panel of the present invention has a pair of floor receiving members attached to each of the pair of floor receiving beams, and the pair of floor receiving members is placed between the pair of floor receiving beams. It is preferable to support the floor panel so that the floor panel is dropped.

また、本発明の壁パネルの支持構造において、前記建物は、所定の平面モジュールに基づき構築されており、前記軸組架構は、前記所定の平面モジュールに基づき格子状に配された基準線の交点位置にボルト孔群を有し、前記壁受け部材は、前記ボルト孔群のボルト孔を用いて前記軸組架構にボルト固定されていることが好ましい。 Further, in the wall panel support structure of the present invention, the building is constructed based on a predetermined plane module, and the frame frame is an intersection of reference lines arranged in a grid pattern based on the predetermined plane module. It is preferable that the wall receiving member has a group of bolt holes at the position and is bolted to the frame frame using the bolt holes of the group of bolt holes.

本発明によれば、簡易な構成で壁パネルを支持することができる、壁パネルの支持構造を提供することができる。 According to the present invention, it is possible to provide a wall panel support structure capable of supporting a wall panel with a simple configuration.

本発明の第1の実施形態に係る壁パネルの支持構造の概略構成を示す斜視図である。It is a perspective view which shows the schematic structure of the support structure of the wall panel which concerns on 1st Embodiment of this invention. 図1に対応する図であって、図1に示した部材の一部の図示を省略した、壁パネルの支持構造の斜視図である。It is the figure corresponding to FIG. 1, and is the perspective view of the support structure of the wall panel which omitted the illustration of a part of the member shown in FIG. 図1中、A−A線で示す断面図である。FIG. 1 is a cross-sectional view taken along the line AA in FIG. 図1中、B−B線で示す端面図である。FIG. 1 is an end view shown by line BB in FIG. 本発明の第1の実施形態の第1の変形例に係る壁パネルの支持構造の概略構成を示す斜視図である。It is a perspective view which shows the schematic structure of the support structure of the wall panel which concerns on 1st modification of 1st Embodiment of this invention. 本発明の第1の実施形態の第2の変形例に係る壁パネルの支持構造の概略構成の一部を示す拡大断面図である。It is an enlarged cross-sectional view which shows a part of the schematic structure of the support structure of the wall panel which concerns on the 2nd modification of 1st Embodiment of this invention. 本発明の第2の実施形態に係る壁パネルの支持構造の概略構成を示す斜視図である。It is a perspective view which shows the schematic structure of the support structure of the wall panel which concerns on 2nd Embodiment of this invention. 図7に対応する図であって、図7に示した部材の一部の図示を省略した、壁パネルの支持構造の概略構成を示す斜視図である。It is a figure corresponding to FIG. 7, and is the perspective view which shows the schematic structure of the support structure of a wall panel which omitted the illustration of a part of the member shown in FIG. 図7中、C−C線で示す断面図である。FIG. 7 is a cross-sectional view taken along the line CC in FIG. 本発明の第3の実施形態に係る壁パネルの支持構造における、軸組架構の概略構成を示す斜視図である。It is a perspective view which shows the schematic structure of the frame frame in the support structure of the wall panel which concerns on 3rd Embodiment of this invention.

以下、図面を参照して、本発明の壁パネルの支持構造に係る第1〜第3の実施形態について説明する。なお、本発明に係る壁パネルの支持構造を適用可能な建物は、平面視で直交する2軸に沿って床受け梁が配置される軸組架構を有する建物であれば特に限定されない。また、そのような軸組架構を有する建物は、例えば、標準化され予め工場等で製造された部材を建設現場で組み立てるプレハブ住宅等の工業化建物であってもよく、在来工法により建設された住宅等の在来建物であってもよい。 Hereinafter, the first to third embodiments relating to the support structure of the wall panel of the present invention will be described with reference to the drawings. The building to which the wall panel support structure according to the present invention can be applied is not particularly limited as long as it has a frame frame structure in which floor receiving beams are arranged along two axes orthogonal to each other in a plan view. Further, the building having such a frame frame may be, for example, an industrialized building such as a prefabricated house in which members that are standardized and manufactured in advance at a factory or the like are assembled at a construction site, and a house constructed by a conventional construction method. It may be a conventional building such as.

(第1の実施形態)
はじめに、図1を参照して、本発明の第1の実施形態に係る壁パネルの支持構造の全体構成について説明する。図1は、本発明の第1の実施形態に係る壁パネルの支持構造の概略構成を示す斜視図である。図1に示すように、本実施形態の壁パネルの支持構造100(以下、「支持構造100」と略記する。)は、平行配置された一対の床受け梁1,2を備える軸組架構10を有する建物に適用されるものである。支持構造100は、一対の床受け梁1,2と、一対の床受け梁1,2に架け渡されて支持されている第1の床パネル11及び第2の床パネル12と、平面視で第1の床パネル11及び第2の床パネル12それぞれを跨ぐように延在し、第1〜第3の連結梁21〜23に、第1〜第3の高さ調整部材51〜53を介して間接的に支持された壁受け部材30と、壁受け部材30で支持された壁パネル40と、を有している。
(First Embodiment)
First, with reference to FIG. 1, the overall configuration of the support structure of the wall panel according to the first embodiment of the present invention will be described. FIG. 1 is a perspective view showing a schematic configuration of a support structure for a wall panel according to a first embodiment of the present invention. As shown in FIG. 1, the support structure 100 of the wall panel of the present embodiment (hereinafter, abbreviated as “support structure 100”) is a frame frame 10 including a pair of floor receiving beams 1 and 2 arranged in parallel. It is applied to the building with. The support structure 100 includes a pair of floor receiving beams 1 and 2, and a first floor panel 11 and a second floor panel 12 that are bridged and supported by the pair of floor receiving beams 1 and 2, in a plan view. It extends so as to straddle each of the first floor panel 11 and the second floor panel 12, and is connected to the first to third connecting beams 21 to 23 via the first to third height adjusting members 51 to 53. It has a wall receiving member 30 indirectly supported by the wall receiving member 30 and a wall panel 40 supported by the wall receiving member 30.

次に、支持構造100の詳細な構成について、図1に加えて図2〜図4を参照して説明する。図2は、図1に対応する図であって、図1に示した部材の一部の図示を省略した、壁パネルの支持構造の斜視図である。具体的には、図2では、図1に示した第1の床パネル11、第2の床パネル12、及び、壁パネル40の図示を省略している。また、図3は、図1中、A−A線で示す断面図であり、図4は、図1中、B−B線で示す端面図である。 Next, the detailed configuration of the support structure 100 will be described with reference to FIGS. 2 to 4 in addition to FIG. FIG. 2 is a view corresponding to FIG. 1, and is a perspective view of a wall panel support structure in which a part of the members shown in FIG. 1 is not shown. Specifically, in FIG. 2, the first floor panel 11, the second floor panel 12, and the wall panel 40 shown in FIG. 1 are not shown. Further, FIG. 3 is a cross-sectional view taken along the line AA in FIG. 1, and FIG. 4 is an end view taken along the line BB in FIG.

これらの図を参照して説明すると、支持構造100において、一対の床受け梁1,2は、所定の間隔を設けて互いに平行に配置されている。ここで、一対の床受け梁1,2の材質や形状としては、特に限定されず、例えば、H形鋼等の形鋼からなる鉄骨梁及び矩形断面を有する木質系の梁等を用いることができる。 Explaining with reference to these figures, in the support structure 100, the pair of floor receiving beams 1 and 2 are arranged in parallel with each other at a predetermined interval. Here, the material and shape of the pair of floor receiving beams 1 and 2 are not particularly limited, and for example, a steel frame beam made of shaped steel such as H-shaped steel and a wooden beam having a rectangular cross section may be used. can.

本実施形態の一対の床受け梁1,2は、一対の床受け梁1,2が延びる方向に対して直交するように配置された第1〜第3の連結梁21〜23によって連結されている。なお、本実施形態において、第1〜第3の連結梁21〜23は、一対の床受け梁1,2と同様、軸組架構10を構成する軸組部材である。また、第1〜第3の連結梁21〜23の短辺側の両端部は、連結部材25を介して、それぞれ床受け梁1及び床受け梁2に連結されている。ここで、第1〜第3の連結梁21〜23の材質や形状としては、特に限定されず、例えば、H形鋼等の形鋼からなる鉄骨梁及び矩形断面を有する木質系の梁等を用いることができる。 The pair of floor receiving beams 1 and 2 of the present embodiment are connected by first to third connecting beams 21 to 23 arranged so as to be orthogonal to the direction in which the pair of floor receiving beams 1 and 2 extend. There is. In the present embodiment, the first to third connecting beams 21 to 23 are the framework members constituting the framework frame 10 like the pair of floor receiving beams 1 and 2. Further, both ends of the first to third connecting beams 21 to 23 on the short side side are connected to the floor receiving beam 1 and the floor receiving beam 2, respectively, via the connecting member 25. Here, the materials and shapes of the first to third connecting beams 21 to 23 are not particularly limited, and for example, a steel beam made of shaped steel such as H-shaped steel, a wooden beam having a rectangular cross section, and the like can be used. Can be used.

本実施形態の第1の床パネル11及び第2の床パネル12は、それぞれ、矩形形状の板状部材である。第1の床パネル11は、第1の連結梁21と第2の連結梁22との間に配置されており、第1の床パネル11の短辺側の両端部は、それぞれ床受け梁1及び床受け梁2の上面に載置されて支持されている。また、第2の床パネル12は、第2の連結梁22と第3の連結梁23との間に配置されており、第2の床パネル12の短辺側の両端部は、それぞれ床受け梁1及び床受け梁2の上面に載置されて支持されている。ここで、第1の床パネル11及び第2の床パネル12の材質としては、特に限定されず、例えば、軽量気泡コンクリート(ALC)、プレキャストコンクリート等を用いることができる。 The first floor panel 11 and the second floor panel 12 of the present embodiment are rectangular plate-shaped members, respectively. The first floor panel 11 is arranged between the first connecting beam 21 and the second connecting beam 22, and both ends of the first floor panel 11 on the short side side are each floor receiving beam 1. And it is placed and supported on the upper surface of the floor receiving beam 2. Further, the second floor panel 12 is arranged between the second connecting beam 22 and the third connecting beam 23, and both ends of the second floor panel 12 on the short side side are floor supports, respectively. It is placed and supported on the upper surfaces of the beam 1 and the floor receiving beam 2. Here, the material of the first floor panel 11 and the second floor panel 12 is not particularly limited, and for example, lightweight cellular concrete (ALC), precast concrete, or the like can be used.

壁受け部材30は、壁パネル40を支持するとともに前後方向の位置決めを行うものである。本実施形態の壁受け部材30は、壁受け部材30の延びる方向が、一対の床受け梁1,2が延びる方向と平行となり、且つ、第1の床パネル11及び第2の床パネル12を跨ぐように配置されている。また、本実施形態の壁受け部材30は、断面視で逆T字状に形成されており、壁パネル40の下端面に当接可能な第1の長片部31と、壁パネル40の下端面が第1の長片部31に当接した状態で壁パネル40の建物内部側の面に当接可能な第2の長片部32とを有している。壁受け部材30の材質としては、特に限定されず、例えば、壁パネル40を支持可能な強度を有する鋼材を用いることができる。 The wall receiving member 30 supports the wall panel 40 and positions the wall panel 40 in the front-rear direction. In the wall receiving member 30 of the present embodiment, the extending direction of the wall receiving member 30 is parallel to the extending direction of the pair of floor receiving beams 1 and 2, and the first floor panel 11 and the second floor panel 12 are provided. It is arranged so as to straddle it. Further, the wall receiving member 30 of the present embodiment is formed in an inverted T shape in a cross-sectional view, and has a first long piece portion 31 that can come into contact with the lower end surface of the wall panel 40 and a bottom of the wall panel 40. It has a second long piece portion 32 that can come into contact with the inner surface of the wall panel 40 in a state where the end surface is in contact with the first long piece portion 31. The material of the wall receiving member 30 is not particularly limited, and for example, a steel material having a strength capable of supporting the wall panel 40 can be used.

本実施形態の支持構造100では、第1〜第3の連結梁21〜23それぞれの上面には、断面視がハット状に形成された第1〜第3の高さ調整部材51〜53がボルト等の締結部材(図示省略)によって取り付けられている。本実施形態の第1〜第3の高さ調整部材51〜53は、壁受け部材30の高さを調整するものである。具体的には、第1〜第3の高さ調整部材51〜53は、壁受け部材30が第1の床パネル11及び第2の床パネル12の上方で壁パネル40を支持するように、壁受け部材30を嵩上げするものである。本実施形態の壁受け部材30は、第1〜第3の高さ調整部材51〜53それぞれの凸部上面に、ボルト等の締結部材(図示省略)により固定されている。ここで、第1〜第3の高さ調整部材51〜53としては、壁受け部材30の高さを調整できるものであれば特に限定されず、例えば、鋼板を折り曲げ加工することで形成することができる。 In the support structure 100 of the present embodiment, the first to third height adjusting members 51 to 53 having a hat-shaped cross-sectional view are bolted on the upper surfaces of the first to third connecting beams 21 to 23, respectively. It is attached by a fastening member (not shown). The first to third height adjusting members 51 to 53 of the present embodiment adjust the height of the wall receiving member 30. Specifically, in the first to third height adjusting members 51 to 53, the wall receiving member 30 supports the wall panel 40 above the first floor panel 11 and the second floor panel 12. The wall receiving member 30 is raised. The wall receiving member 30 of the present embodiment is fixed to the upper surface of each of the convex portions of the first to third height adjusting members 51 to 53 by a fastening member (not shown) such as a bolt. Here, the first to third height adjusting members 51 to 53 are not particularly limited as long as the height of the wall receiving member 30 can be adjusted, and are formed by, for example, bending a steel plate. Can be done.

本実施形態の壁パネル40は、バルコニーと居室とを区画する外壁として用いられる。ここで、壁パネル40の材質としては、特に限定されず、例えば、軽量気泡コンクリート(ALC)、プレキャストコンクリート等を用いることができる。なお、ここでの図示は省略するが、壁パネル40の上端側は、軸組架構を構成する上階の梁に取り付けられた位置決め部材によって前後方向の位置決めがなされている。 The wall panel 40 of the present embodiment is used as an outer wall that separates the balcony and the living room. Here, the material of the wall panel 40 is not particularly limited, and for example, lightweight aerated concrete (ALC), precast concrete, or the like can be used. Although not shown here, the upper end side of the wall panel 40 is positioned in the front-rear direction by a positioning member attached to a beam on the upper floor constituting the frame frame.

本実施形態の支持構造100によれば、第1の床パネル11及び第2の床パネル12の上方で壁パネル40が支持される。そのため、壁パネル40の位置で床パネルを分断しなくてよい。これにより、例えばバルコニー側の床面と居室側の床面を構成する場合に、別々の床パネルとしなくてよい。したがって、支持構造100によれば、部材の数を削減して、簡易な構成で壁パネル40を支持することができる。 According to the support structure 100 of the present embodiment, the wall panel 40 is supported above the first floor panel 11 and the second floor panel 12. Therefore, it is not necessary to divide the floor panel at the position of the wall panel 40. As a result, for example, when the floor surface on the balcony side and the floor surface on the living room side are configured, it is not necessary to use separate floor panels. Therefore, according to the support structure 100, the number of members can be reduced and the wall panel 40 can be supported with a simple configuration.

なお、本実施形態の壁パネルの支持構造は、2つの床パネルを有するものであったが、これに限定されず、一対の床受け梁に架け渡されて支持されている少なくとも1つの床パネルを有していればよい。 The wall panel support structure of the present embodiment has two floor panels, but is not limited to this, and at least one floor panel is supported by being bridged by a pair of floor receiving beams. It suffices to have.

さらに、本実施形態の壁パネルの支持構造において、壁受け部材は、一対の床受け梁を連結する連結梁に支持されているが、壁受け部材は、連結梁とは別の、他の軸組部材、例えば、壁パネルの配列方向に設置された柱等に支持されていてもよい。また、壁受け部材は、例えば後述の第1の変形例に示すように、軸組部材としての一対の床受け梁によって支持される構成であってもよい。なお、図1等に示したように壁受け部材が連結梁に支持される構成とすれば、連結梁間の距離を小さくすることで壁受け部材の支持間隔を狭めることができ、壁受け部材の鉛直方向の曲げ剛性を小さくできる。つまり、壁受け部材の断面を小さくしたり、壁受け部材の肉厚を薄くしたりした場合でも、壁受け部材を安定的に支持することができる。 Further, in the support structure of the wall panel of the present embodiment, the wall receiving member is supported by the connecting beam connecting the pair of floor receiving beams, but the wall receiving member is another shaft different from the connecting beam. It may be supported by an assembly member, for example, a pillar installed in the arrangement direction of the wall panel. Further, the wall receiving member may be supported by a pair of floor receiving beams as a framework member, for example, as shown in the first modification described later. If the wall receiving member is supported by the connecting beam as shown in FIG. 1 and the like, the support interval of the wall receiving member can be narrowed by reducing the distance between the connecting beams, and the wall receiving member can be supported. The bending rigidity in the vertical direction can be reduced. That is, even when the cross section of the wall receiving member is reduced or the wall thickness of the wall receiving member is reduced, the wall receiving member can be stably supported.

さらに、本実施形態の壁パネルの支持構造において、壁受け部材は、連結梁に、高さ調整部材を介して間接的に支持されているが、壁受け部材は、高さ調整部材を介さずに、連結梁や一対の床受け梁等に直接的に支持されていてもよい。 Further, in the wall panel support structure of the present embodiment, the wall receiving member is indirectly supported by the connecting beam via the height adjusting member, but the wall receiving member does not go through the height adjusting member. In addition, it may be directly supported by a connecting beam, a pair of floor receiving beams, or the like.

さらに、本実施形態の壁パネルの支持構造において、壁受け部材の延びる方向は、一対の床受け梁が延びる方向に対して平行であるが、壁受け部材は、少なくとも平面視で床パネルを跨ぐように延在していればよく、後述の第1の変形例に示すように、一対の床受け梁が延びる方向に対して平行でなくてもよい。 Further, in the wall panel support structure of the present embodiment, the extending direction of the wall receiving member is parallel to the extending direction of the pair of floor receiving beams, but the wall receiving member straddles the floor panel at least in a plan view. As shown in the first modification described later, it does not have to be parallel to the extending direction of the pair of floor receiving beams.

さらに、本実施形態において、壁パネルはバルコニーと居室とを区切る外壁であったが、これに限定されず、例えば、建物の居室と居室とを区切る間仕切り壁であってもよい。 Further, in the present embodiment, the wall panel is an outer wall that separates the balcony and the living room, but the present invention is not limited to this, and may be, for example, a partition wall that separates the living room and the living room of the building.

さらに、本発明に係る壁パネルの支持構造は、例えば後述の第2の変形例に示すように、上述した実施形態で説明した部材に加えて、更に他の部材を有していてもよい。 Further, the support structure of the wall panel according to the present invention may further include other members in addition to the members described in the above-described embodiment, for example, as shown in the second modification described later.

<第1の変形例>
ここで、第1の実施形態に係る壁パネルの支持構造の第1の変形例について、図5を参照して説明する。図5は、本発明の第1の実施形態の第1の変形例に係る壁パネルの支持構造の概略構成を示す斜視図である。なお、本変形例に係る壁パネルの支持構造は、一対の床受け梁に対する壁受け部材の配置が異なるとともに、第1の連結梁21及び第3の連結梁23(図1参照)を備えないこと以外は、第1の実施形態で示した壁パネルの支持構造と基本的な構成は同じである。そこで、以下では、第1の実施形態で示した部材と同一の部材には同一の符号を用いてその説明を省略し、相違点を中心に説明する。
<First modification>
Here, a first modification of the support structure of the wall panel according to the first embodiment will be described with reference to FIG. FIG. 5 is a perspective view showing a schematic configuration of a support structure for a wall panel according to a first modification of the first embodiment of the present invention. The wall panel support structure according to this modification is different in the arrangement of the wall receiving members with respect to the pair of floor receiving beams, and does not include the first connecting beam 21 and the third connecting beam 23 (see FIG. 1). Except for this, the basic configuration is the same as the support structure of the wall panel shown in the first embodiment. Therefore, in the following, the same reference numerals will be used for the same members as the members shown in the first embodiment, the description thereof will be omitted, and the differences will be mainly described.

図5に示すように、第1の変形例に係る壁パネルの支持構造200(以下、「支持構造200」と略記する。)において、第1の高さ調整部材51は、床受け梁1の上面に取り付けられている。また、第2の高さ調整部材52は、第2の連結梁22の長手方向略中央の上面に取り付けられている。さらに、第3の高さ調整部材53は、床受け梁2の上面であって第1の高さ調整部材51と第2の高さ調整部材52とを結ぶ線上に取り付けられている。これにより、壁受け部材30は、一対の床受け梁1,2が延びる方向に対して非平行であり、且つ、平面視で第1の床パネル11及び第2の床パネル12を跨ぐように延在している。 As shown in FIG. 5, in the wall panel support structure 200 (hereinafter, abbreviated as “support structure 200”) according to the first modification, the first height adjusting member 51 is the floor receiving beam 1. It is attached to the top surface. Further, the second height adjusting member 52 is attached to the upper surface of the second connecting beam 22 substantially at the center in the longitudinal direction. Further, the third height adjusting member 53 is attached to the upper surface of the floor receiving beam 2 on a line connecting the first height adjusting member 51 and the second height adjusting member 52. As a result, the wall receiving member 30 is non-parallel to the direction in which the pair of floor receiving beams 1 and 2 extend, and straddles the first floor panel 11 and the second floor panel 12 in a plan view. It is postponed.

本変形例の支持構造200によれば、一対の床受け梁1,2が延びる方向に対し、壁パネル40の壁面に沿う方向が非平行となるように壁パネル40を設ける場合でも、第1の床パネル11及び第2の床パネル12を分断しなくてよく、壁パネル40を支持するためだけに梁を設ける必要がない。そのため、本変形例の壁パネルの支持構造200によれば、部材の点数を削減して、簡易な構成で壁パネル40を支持することができる。なお、本変形例に示す壁受け部材30は、一対の床受け梁1,2、及び、第2の連結梁22、により支持されているが、一対の床受け梁1,2のみにより支持される構成(この場合、第2の連結梁22自体不要となる)であってもよい。 According to the support structure 200 of this modification, even when the wall panel 40 is provided so that the direction along the wall surface of the wall panel 40 is non-parallel to the direction in which the pair of floor receiving beams 1 and 2 extend, the first It is not necessary to divide the floor panel 11 and the second floor panel 12 of the above, and it is not necessary to provide a beam only for supporting the wall panel 40. Therefore, according to the wall panel support structure 200 of this modification, the number of members can be reduced and the wall panel 40 can be supported with a simple configuration. The wall receiving member 30 shown in this modification is supported by a pair of floor receiving beams 1 and 2 and a second connecting beam 22, but is supported only by a pair of floor receiving beams 1 and 2. (In this case, the second connecting beam 22 itself becomes unnecessary).

<第2の変形例>
続いて、第1の実施形態に係る壁パネルの支持構造の第2の変形例について、図6を参照して説明する。図6は、本発明の第1の実施形態の第2の変形例に係る壁パネルの支持構造の概略構成の一部を示す拡大断面図である。なお、図6に示す壁パネルの支持構造は、後述する水平荷重伝達手段を更に有する以外は、第1の実施形態で示した壁パネルの支持構造と基本的な構成は同じである。そこで、以下では、第1の実施形態で示した部材と同一の部材には同一の符号を用いてその説明を省略し、相違点を中心に説明する。
<Second modification>
Subsequently, a second modification of the support structure of the wall panel according to the first embodiment will be described with reference to FIG. FIG. 6 is an enlarged cross-sectional view showing a part of a schematic configuration of a support structure for a wall panel according to a second modification of the first embodiment of the present invention. The wall panel support structure shown in FIG. 6 has the same basic structure as the wall panel support structure shown in the first embodiment, except that it further has a horizontal load transmitting means described later. Therefore, in the following, the same reference numerals will be used for the same members as the members shown in the first embodiment, the description thereof will be omitted, and the differences will be mainly described.

図6に示すように、第2の変形例に係る壁パネルの支持構造300(以下、「支持構造300」と略記する。)は、軸部材60から構成された水平荷重伝達手段を有している。軸部材60は、一方端が壁受け部材30に連結され、他方端が第1の床パネル11に挿入されている。ここで、軸部材60としては、例えば、金属ピンやボルト等を用いることができる。 As shown in FIG. 6, the wall panel support structure 300 (hereinafter, abbreviated as “support structure 300”) according to the second modification has a horizontal load transmitting means composed of a shaft member 60. There is. One end of the shaft member 60 is connected to the wall receiving member 30, and the other end is inserted into the first floor panel 11. Here, as the shaft member 60, for example, a metal pin, a bolt, or the like can be used.

本変形例の支持構造300によれば、壁パネル40に対し水平荷重が作用した場合、この水平荷重は、壁受け部材30、及び、この壁受け部材30に連結された軸部材60を介して、第1の床パネル11へと伝達される。したがって、支持構造300によれば、壁パネル40に作用した水平荷重を、壁受け部材30に加えて、第1の床パネル11で負担することができる。これによれば、壁受け部材30の水平方向の曲げ剛性を小さくできる。つまり、壁受け部材30の断面を小さくしたり、壁受け部材30の肉厚を薄くしたりすることができる。したがって、本変形例の支持構造300によれば、壁受け部材30を、より小型化、薄型化できる。 According to the support structure 300 of this modification, when a horizontal load acts on the wall panel 40, the horizontal load is transmitted via the wall receiving member 30 and the shaft member 60 connected to the wall receiving member 30. , Is transmitted to the first floor panel 11. Therefore, according to the support structure 300, the horizontal load acting on the wall panel 40 can be borne by the first floor panel 11 in addition to the wall receiving member 30. According to this, the bending rigidity of the wall receiving member 30 in the horizontal direction can be reduced. That is, the cross section of the wall receiving member 30 can be reduced, and the wall thickness of the wall receiving member 30 can be reduced. Therefore, according to the support structure 300 of the present modification, the wall receiving member 30 can be made smaller and thinner.

なお、上述した第2の変形例に係る支持構造300では、水平荷重伝達手段を軸部材60から構成しているが、これに限定されず、水平荷重伝達手段は、壁受け部材と床パネルとを連結し、壁パネルが受けた水平荷重を床パネルへと伝達することが可能な部材であればよい。 In the support structure 300 according to the second modification described above, the horizontal load transmitting means is composed of the shaft member 60, but the horizontal load transmitting means is not limited to this, and the horizontal load transmitting means includes a wall receiving member and a floor panel. Any member may be used as long as it can connect the above members and transmit the horizontal load received by the wall panel to the floor panel.

また、上述した第2の変形例に係る支持構造300では、軸部材60は第1の床パネル11に挿入されているが、軸部材60は、第2の床パネル12に挿入されていてもよい。また、軸部材60は、第1の床パネル11及び第2の床パネル12の双方に挿入されていてもよい。更に、各床パネルに対して複数の軸部材60が挿入されてもよい。 Further, in the support structure 300 according to the second modification described above, the shaft member 60 is inserted into the first floor panel 11, but the shaft member 60 may be inserted into the second floor panel 12. good. Further, the shaft member 60 may be inserted into both the first floor panel 11 and the second floor panel 12. Further, a plurality of shaft members 60 may be inserted into each floor panel.

(第2の実施形態)
続いて、図7を参照して、本発明の第2の実施形態に係る壁パネルの支持構造の全体構成について説明する。図7は、本発明の第2の実施形態に係る壁パネルの支持構造の概略構成を示す斜視図である。なお、本実施形態に係る壁パネルの支持構造は、第1の実施形態で示した壁パネルの支持構造を構成する部材に加えて、更に、一対の床受け部材を有する以外は、第1の実施形態で示した壁パネルの支持構造と基本的な構成は同じである。そこで、以下では、第1の実施形態で示した部材と同一の部材には同一の符号を用いてその説明を省略し、相違点を中心に説明する。
(Second Embodiment)
Subsequently, with reference to FIG. 7, the overall configuration of the support structure of the wall panel according to the second embodiment of the present invention will be described. FIG. 7 is a perspective view showing a schematic configuration of a support structure for a wall panel according to a second embodiment of the present invention. The wall panel support structure according to the present embodiment is the first except that it has a pair of floor receiving members in addition to the members constituting the wall panel support structure shown in the first embodiment. The basic configuration is the same as the support structure of the wall panel shown in the embodiment. Therefore, in the following, the same reference numerals will be used for the same members as the members shown in the first embodiment, the description thereof will be omitted, and the differences will be mainly described.

図7に示すように、本実施形態に係る壁パネルの支持構造400(以下、「支持構造400」と略記する。)は、図1等で示した支持構造100を構成する部材に加えて、更に、一対の床受け部材71,72、及び、一対の73,74を有している。一対の床受け部材71,72は、一対の床受け梁1,2の間において、第1の床パネル11が落とし込まれるようにして第1の床パネル11の両端部を支持する。また、一対の床受け部材73,74は、一対の床受け梁1,2の間において、第2の床パネル12が落とし込まれるようにして第2の床パネル12の両端部を支持する。 As shown in FIG. 7, the support structure 400 of the wall panel according to the present embodiment (hereinafter, abbreviated as “support structure 400”) is in addition to the members constituting the support structure 100 shown in FIG. 1 and the like. Further, it has a pair of floor receiving members 71, 72 and a pair of 73, 74. The pair of floor receiving members 71, 72 support both ends of the first floor panel 11 so that the first floor panel 11 is dropped between the pair of floor receiving beams 1 and 2. Further, the pair of floor receiving members 73 and 74 support both ends of the second floor panel 12 so that the second floor panel 12 is dropped between the pair of floor receiving beams 1 and 2.

次に、支持構造400の詳細な構成について、図7に加えて図8及び図9を参照して説明する。図8は、図7に対応する図であって、図7に示した部材の一部の図示を省略した、壁パネルの支持構造の斜視図である。具体的には、図8では、図7に示した第1の床パネル11、第2の床パネル12、及び、壁パネル40の図示を省略している。また、図9は、図7中、C−C線で示す断面図である。 Next, the detailed configuration of the support structure 400 will be described with reference to FIGS. 8 and 9 in addition to FIG. FIG. 8 is a view corresponding to FIG. 7, and is a perspective view of a wall panel support structure in which a part of the members shown in FIG. 7 is not shown. Specifically, in FIG. 8, the first floor panel 11, the second floor panel 12, and the wall panel 40 shown in FIG. 7 are not shown. Further, FIG. 9 is a cross-sectional view taken along the line CC in FIG. 7.

これらの図を参照して説明すると、本実施形態の一対の床受け部材71,72、及び、一対の床受け部材73,74は、それぞれ、断面視でL字状に形成されている。そして、一対の床受け部材71,72は、互いに対向するようにして、第1の連結梁21と第2の連結梁22との間において、一対の床受け梁1,2それぞれの側面にビス等の締結部材(図示省略)によって取り付けられている。一対の床受け部材71,72それぞれは、第1の床パネル11の下面を支持する支持面を有し、この支持面が、一対の床受け梁1,2の上面よりも鉛直方向下方に位置している。そのため、一対の床受け部材71,72は、一対の床受け梁1,2の間において、第1の床パネル11が落とし込まれるようにして第1の床パネル11の両端部を支持することができる。また、一対の床受け部材73,74は、互いに対向するようにして、第2の連結梁22と第3の連結梁23との間において、一対の床受け梁1,2それぞれの側面にビス等の締結部材(図示省略)によって取り付けられている。一対の床受け部材73,74それぞれの、第2の床パネル12の下面を支持する支持面についても、上述した一対の床受け部材71,72それぞれの支持面と同様、一対の床受け梁1,2の上面よりも鉛直方向下方に位置している。ここで、一対の床受け部材71,72、及び、一対の床受け部材73,74は、例えば、鋼板を折り曲げ加工することで形成することができる。 Explaining with reference to these figures, the pair of floor receiving members 71 and 72 and the pair of floor receiving members 73 and 74 of the present embodiment are each formed in an L shape in a cross-sectional view. Then, the pair of floor receiving members 71 and 72 are opposed to each other, and screws are attached to the side surfaces of the pair of floor receiving beams 1 and 2 between the first connecting beam 21 and the second connecting beam 22. It is attached by a fastening member (not shown). Each of the pair of floor support members 71 and 72 has a support surface that supports the lower surface of the first floor panel 11, and the support surface is located vertically below the upper surface of the pair of floor support beams 1 and 2. doing. Therefore, the pair of floor receiving members 71 and 72 support both ends of the first floor panel 11 so that the first floor panel 11 is dropped between the pair of floor receiving beams 1 and 2. Can be done. Further, the pair of floor receiving members 73 and 74 are opposed to each other, and screws are attached to the side surfaces of the pair of floor receiving beams 1 and 2 between the second connecting beam 22 and the third connecting beam 23. It is attached by a fastening member (not shown). Regarding the support surfaces of each of the pair of floor support members 73 and 74 that support the lower surface of the second floor panel 12, the pair of floor support beams 1 are also the same as the support surfaces of the pair of floor support members 71 and 72 described above. , 2 is located vertically below the upper surface. Here, the pair of floor receiving members 71, 72 and the pair of floor receiving members 73, 74 can be formed, for example, by bending a steel plate.

本実施形態の支持構造400によれば、第1の床パネル11及び第2の床パネル12をそれぞれ落とし込むように支持することで、壁パネル40の下端面から、壁受け部材30を支持する軸組部材としての第1〜第3の連結梁21〜23の上面までの鉛直方向の距離を短くすることができる。これにより、壁受け部材30及び第1〜第3の高さ調整部材51〜53の鉛直方向の長さを小さくできる。したがって、支持構造400によれば、第1の実施形態で示した支持構造100(図1等参照)と比較して、壁パネル40をより安定した状態で支持することができる。なお、本実施形態では、壁受け部材30が第1〜第3の連結梁21〜23により支持されているが、壁受け部材30が一対の床受け梁1,2により支持される場合(図5参照)でも、同様の効果を得ることができる。 According to the support structure 400 of the present embodiment, the shaft that supports the wall receiving member 30 from the lower end surface of the wall panel 40 by supporting the first floor panel 11 and the second floor panel 12 so as to drop them respectively. The vertical distance to the upper surfaces of the first to third connecting beams 21 to 23 as the assembly member can be shortened. As a result, the lengths of the wall receiving member 30 and the first to third height adjusting members 51 to 53 in the vertical direction can be reduced. Therefore, according to the support structure 400, the wall panel 40 can be supported in a more stable state as compared with the support structure 100 (see FIG. 1 and the like) shown in the first embodiment. In the present embodiment, the wall receiving member 30 is supported by the first to third connecting beams 21 to 23, but the wall receiving member 30 is supported by the pair of floor receiving beams 1 and 2 (FIG. 6). (Refer to 5), the same effect can be obtained.

なお、本実施形態に係る支持構造400では、壁受け部材30が延びる方向が、一対の床受け梁1,2が延びる方向と平行であるが、壁受け部材30は、第1の実施形態の第1の変形例に示したように、一対の床受け梁1,2が延びる方向に対して非平行であり、且つ、平面視で第1の床パネル11及び第2の床パネル12を跨ぐように延在していてもよい。このような構成とすれば、一対の床受け梁1,2の間で第1の床パネル11及び第2の床パネル12が落とし込まれるようにするとともに、一対の床受け梁1,2が延びる方向に対して、壁パネル40を斜めに配置することができる。 In the support structure 400 according to the present embodiment, the direction in which the wall receiving member 30 extends is parallel to the direction in which the pair of floor receiving beams 1 and 2 extend, but the wall receiving member 30 is the first embodiment. As shown in the first modification, the pair of floor receiving beams 1 and 2 are non-parallel to the extending direction and straddle the first floor panel 11 and the second floor panel 12 in a plan view. It may be extended as such. With such a configuration, the first floor panel 11 and the second floor panel 12 are dropped between the pair of floor receiving beams 1 and 2, and the pair of floor receiving beams 1 and 2 are provided. The wall panel 40 can be arranged diagonally with respect to the extending direction.

(第3の実施形態)
最後に、図10を参照して、本発明の第3の実施形態に係る壁パネルの支持構造について説明する。図10は、本発明の第3の実施形態に係る壁パネルの支持構造における、軸組架構の概略構成を示す斜視図である。なお、以下では、上述した各実施形態で示した部材と同一の部材には同一の符号を用い、その説明を省略する。
(Third Embodiment)
Finally, with reference to FIG. 10, the support structure of the wall panel according to the third embodiment of the present invention will be described. FIG. 10 is a perspective view showing a schematic configuration of a frame frame in a wall panel support structure according to a third embodiment of the present invention. In the following, the same reference numerals will be used for the same members as those shown in the above-described embodiments, and the description thereof will be omitted.

本実施形態において、建物は、所定の平面モジュールに基づき構築されている。ここで、平面モジュールとは、建築において設計上の基本寸法を意味し、建物の各部分を一定の大きさの倍数で統一するときの基準となる大きさを意味する。 In this embodiment, the building is constructed based on a predetermined plane module. Here, the plane module means a basic design dimension in architecture, and means a standard size when each part of a building is unified by a multiple of a certain size.

図10に示すように、本実施形態の軸組架構90は、一対の床受け梁1,2と、一対の床受け梁1,2を連結する第1〜第3の連結梁21〜23とから構成されており、上述した所定の平面モジュールに基づき格子状に配された基準線(図中、一点鎖線で示すL1〜L3、及び、一点鎖線で示すl1〜l3)の交点位置に、ボルト孔91〜99からなるボルト孔群を有している。 As shown in FIG. 10, the frame frame 90 of the present embodiment includes a pair of floor receiving beams 1 and 2 and first to third connecting beams 21 to 23 connecting the pair of floor receiving beams 1 and 2. The intersections of the reference lines (L 1 to L 3 indicated by the alternate long and short dash line and l 1 to l 3 indicated by the alternate long and short dash line) arranged in a grid pattern based on the above-mentioned predetermined plane module. The position has a group of bolt holes composed of bolt holes 91 to 99.

そして、本実施形態において、壁受け部材30(図1等参照)は、ボルト孔群を構成するボルト孔91〜99のうちの任意のボルト孔を用いて軸組架構90にボルト固定されている。なお、壁受け部材30は、第1の実施形態で示した第1〜第3の高さ調整部材51〜53(図1等参照)等を介して軸組架構90に間接的にボルト固定されていてもよく、軸組架構90に直接的にボルト固定されていてもよい。また、基準線の各交点上に設けられるボルト孔は複数(例えば1箇所に4つ)設けられていてもよい。 Then, in the present embodiment, the wall receiving member 30 (see FIG. 1 and the like) is bolted to the frame frame 90 using any of the bolt holes 91 to 99 constituting the bolt hole group. .. The wall receiving member 30 is indirectly bolted to the frame frame 90 via the first to third height adjusting members 51 to 53 (see FIG. 1 and the like) shown in the first embodiment. It may be fixed directly to the frame frame 90 with bolts. Further, a plurality of bolt holes (for example, four at one location) may be provided on each intersection of the reference lines.

本実施形態によれば、ボルト孔群から任意のボルト孔(ボルト孔91〜99のいずれか)を選択し、選択されたボルト孔を用いて壁受け部材30を軸組架構90にボルト固定することで、壁受け部材30を容易に取り付けることができる。本実施形態によれば、例えば図5に示したように、一対の床受け梁1,2が延びる方向に対して壁パネル40の壁面に沿う方向が非平行となるように壁パネル40を設ける場合でも、施工現場で溶接等の作業を行うことなく、壁受け部材30を容易に取り付けることができる。 According to the present embodiment, an arbitrary bolt hole (any of bolt holes 91 to 99) is selected from the bolt hole group, and the wall receiving member 30 is bolted to the frame frame 90 using the selected bolt hole. Therefore, the wall receiving member 30 can be easily attached. According to the present embodiment, for example, as shown in FIG. 5, the wall panel 40 is provided so that the direction along the wall surface of the wall panel 40 is non-parallel to the direction in which the pair of floor receiving beams 1 and 2 extend. Even in this case, the wall receiving member 30 can be easily attached without performing work such as welding at the construction site.

以上、図示例に基づき説明したが、本発明は上述の実施形態に限定されるものではなく、特許請求の範囲の記載範囲内で適宜変更することができる。 Although described above based on the illustrated examples, the present invention is not limited to the above-described embodiment, and can be appropriately modified within the scope of the claims.

1,2 床受け梁
10 軸組架構
11 第1の床パネル
12 第2の床パネル
21 第1の連結梁
22 第2の連結梁
23 第3の連結梁
25 連結部材
30 壁受け部材
31 第1の長片部
32 第2の長片部
40 壁パネル
51 第1の高さ調整部材
52 第2の高さ調整部材
53 第3の高さ調整部材
60 軸部材
71〜74 床受け部材
90 軸組架構
91〜99 ボルト孔
100,200,300,400 支持構造
1, 2 Floor receiving beams 10 Frame frame 11 1st floor panel 12 2nd floor panel 21 1st connecting beam 22 2nd connecting beam 23 3rd connecting beam 25 Connecting member 30 Wall receiving member 31 1st Long piece part 32 Second long piece part 40 Wall panel 51 First height adjusting member 52 Second height adjusting member 53 Third height adjusting member 60 Shaft member 71-74 Floor receiving member 90 Shaft assembly Frame 91-99 Bolt holes 100, 200, 300, 400 Support structure

Claims (6)

平行配置された少なくとも一対の床受け梁を備える軸組架構を有する建物の壁パネルの支持構造であって、
前記一対の床受け梁に架け渡されて支持されている少なくとも1つの床パネルと、
平面視で前記床パネルを跨ぐように延在し、前記一対の床受け梁又は前記軸組架構を構成する他の軸組部材に支持された壁受け部材と、
前記壁受け部材で支持された壁パネルと、を有する、壁パネルの支持構造。
A support structure for wall panels of a building having a frame frame with at least a pair of floor receiving beams arranged in parallel.
At least one floor panel that is bridged and supported by the pair of floor receiving beams,
A wall receiving member extending so as to straddle the floor panel in a plan view and supported by the pair of floor receiving beams or other frame members constituting the frame frame.
A wall panel support structure comprising a wall panel supported by the wall receiving member.
前記壁受け部材は、前記他の軸組部材により支持されており、
前記他の軸組部材は、前記一対の床受け梁を連結する連結梁である、請求項1に記載の壁パネルの支持構造。
The wall receiving member is supported by the other frame member, and is supported by the other frame member.
The wall panel support structure according to claim 1, wherein the other framework member is a connecting beam that connects the pair of floor receiving beams.
前記壁受け部材と前記床パネルとを連結し、前記壁パネルが受けた水平荷重を前記床パネルへと伝達する水平荷重伝達手段を有する、請求項1又は2に記載の壁パネルの支持構造。 The support structure for a wall panel according to claim 1 or 2, further comprising a horizontal load transmitting means for connecting the wall receiving member and the floor panel and transmitting the horizontal load received by the wall panel to the floor panel. 前記水平荷重伝達手段は軸部材から構成され、前記軸部材は、一方端が前記壁受け部材に連結され、他方端が前記床パネルに挿入されている、請求項3に記載の壁パネルの支持構造。 The support for a wall panel according to claim 3, wherein the horizontal load transmitting means is composed of a shaft member, one end of which is connected to the wall receiving member and the other end of which is inserted into the floor panel. structure. 前記一対の床受け梁それぞれに取り付けられている一対の床受け部材を有し、
前記一対の床受け部材は、前記一対の床受け梁の間で前記床パネルが落とし込まれるようにして前記床パネルを支持する、請求項1〜4のいずれか1項に記載の壁パネルの支持構造。
It has a pair of floor support members attached to each of the pair of floor support beams, and has a pair of floor support members.
The wall panel according to any one of claims 1 to 4, wherein the pair of floor receiving members support the floor panel so that the floor panel is dropped between the pair of floor receiving beams. Support structure.
前記建物は、所定の平面モジュールに基づき構築されており、
前記軸組架構は、前記所定の平面モジュールに基づき格子状に配された基準線の交点位置にボルト孔群を有し、
前記壁受け部材は、前記ボルト孔群のボルト孔を用いて前記軸組架構にボルト固定されている、請求項1〜5のいずれか1項に記載の壁パネルの支持構造。
The building is constructed based on a predetermined plane module.
The frame frame has a group of bolt holes at the intersections of reference lines arranged in a grid pattern based on the predetermined plane module.
The wall panel support structure according to any one of claims 1 to 5, wherein the wall receiving member is bolted to the frame frame using the bolt holes of the bolt hole group.
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