JP2020037816A - Wall structure and method of constructing wall - Google Patents

Wall structure and method of constructing wall Download PDF

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JP2020037816A
JP2020037816A JP2018165768A JP2018165768A JP2020037816A JP 2020037816 A JP2020037816 A JP 2020037816A JP 2018165768 A JP2018165768 A JP 2018165768A JP 2018165768 A JP2018165768 A JP 2018165768A JP 2020037816 A JP2020037816 A JP 2020037816A
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joint
wall
opening
gap
joint portion
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JP7224815B2 (en
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鈴木 健二
Kenji Suzuki
健二 鈴木
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Nichiha Corp
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Abstract

To provide a wall structure capable of achieving further improvement of ability to discharge water that enters between a structure and a wall material outside, and a method of constructing the wall.SOLUTION: A batten member 100 has a fixing piece 101 which is attached to a structure 8, and a joint part which is disposed on a top surface of a drainer part 88, and enters a first gap S1 at least partially. The joint part has first and second joint parts mutually separated in a direction where the drainer part 88 extends along a wall material 2. A gap between the first joint part and the second joint part allows a first opening H1 and a second opening H2 to be formed, the first opening H1 being located in the first gap S1 and opening on the side closer to a surface 2F of the wall material 2, and the second opening H2 being located in the second gap H2 and opening between a rear surface 2B of the wall material 2 and the structure 8. A first edge of the first joint part and a second edge of the second joint part are individually sealed, and a side wall surface 113L communicating with the first opening H1 and the second opening H2 is formed.SELECTED DRAWING: Figure 3

Description

本発明は壁構造及び壁の施工方法に関する。   The present invention relates to a wall structure and a wall construction method.

特許文献1及び特許文献2に従来の壁構造の例が開示されている。これらの壁構造では、水抜き部材を設けたり、止水材及び排水空間を設けたりすることによって、構造体と壁材との間に浸入した水を外部に排出するようになっている。   Patent Literatures 1 and 2 disclose examples of conventional wall structures. In these wall structures, a water draining member is provided, or a water stopping material and a drainage space are provided, so that water that has entered between the structure and the wall material is discharged to the outside.

特開平10−325185号公報JP-A-10-325185 特開2004−131941号公報JP 2004-131941 A

しかし、上記従来の壁構造に対しては、構造体と壁材との間に浸入した水を外部に排出する能力の一層の向上が求められている。   However, the above-mentioned conventional wall structure is required to further improve the ability to discharge water that has entered between the structure and the wall material to the outside.

本発明は、構造体と壁材との間に浸入した水を外部に排出する能力の一層の向上を実現できる壁構造及び壁の施工方法を提供することを解決すべき課題としている。   An object of the present invention is to provide a wall structure and a method for constructing a wall, which can further improve the ability to discharge water entering between a structure and a wall material to the outside.

本発明の第1の態様の壁構造は、構造体と、
前記構造体に取り付けられた水切り部と、
前記水切り部の上面との間に第1隙間を有し、かつ前記構造体との間に第2隙間を有して前記構造体に取り付けられた壁材と、
前記水切り部の前記上面に配置された目板部材と、を備えた壁構造であって、
前記目板部材は、
前記構造体に取り付けられる固定片と、
前記水切り部の前記上面に配置され、前記壁材に沿って延び、少なくとも一部が前記構造体側から前記第1隙間に進入する目地部と、を有し、
前記目地部は、前記水切り部が前記壁材に沿って延びる方向において互いに離間した第1目地部及び第2目地部を有し、
前記第1目地部と前記第2目地部との間隔により、前記第1隙間に位置して前記壁材の表面側に開口する第1開口と、前記第2隙間に位置して前記壁材の裏面と前記構造体との間に開口する第2開口と、が形成されており、
前記第1目地部における前記第2目地部と対向する第1端部と、前記第2目地部における前記第1目地部と対向する第2端部とは、それぞれ封止され、前記第1開口と前記第2開口とを連通させる側壁面が形成されていることを特徴とする。
The wall structure according to the first aspect of the present invention includes a structure,
A drainer attached to the structure,
A wall member having a first gap with the upper surface of the draining portion, and a wall member attached to the structure with a second gap between the wall and the structure;
A wall member disposed on the upper surface of the drainer, and a wall structure,
The eye plate member,
A fixing piece attached to the structure,
A joint that is arranged on the upper surface of the drainer, extends along the wall material, and at least partially enters the first gap from the structure side;
The joint has a first joint and a second joint separated from each other in a direction in which the draining portion extends along the wall material,
The distance between the first joint portion and the second joint portion is defined by a first opening located in the first gap and opening to the front surface side of the wall material, A second opening that opens between the back surface and the structure,
A first end of the first joint facing the second joint and a second end of the second joint facing the first joint are sealed, and the first opening is closed. And a side wall surface for communicating the second opening with the second opening.

第1の態様の壁構造では、壁材の下端と水切り部の上面との間の第1隙間に、目地部の少なくとも一部が進入する。これにより、構造体と壁材との間に浸入した水は、水切り部の上面ではなく、構造体側から壁材の下端まで延びた目地部の上に滞留し易い。そして、目地部の上に滞留する水が増加すると、その水は、目地部が有する第1目地部及び第2目地部の上を経て第2開口に流れる。そして、その水は、第1端部及び第2端部に形成された側壁面によって第2開口と連通する第1開口から外部に排出される。このため、水切り部の上面にその水が溜まりにくくなるとともに、その水が水切り部の上面を通じて水切り部の横に流れにくくなり、水切り部の継ぎ目等から水が入ったり、水切り部の横から下方に水が流れることを防ぐことができる。その結果、その水が構造体と壁材との間に滞留し難い。   In the wall structure of the first aspect, at least a part of the joint portion enters the first gap between the lower end of the wall material and the upper surface of the draining portion. Thereby, the water that has entered between the structure and the wall member is likely to stay on the joint extending from the structure side to the lower end of the wall member, not on the upper surface of the drainage portion. When the amount of water staying on the joint increases, the water flows to the second opening via the first joint and the second joint of the joint. Then, the water is discharged to the outside from the first opening communicating with the second opening by the side wall surfaces formed at the first end and the second end. For this reason, it is difficult for the water to collect on the upper surface of the drainage portion, and it is difficult for the water to flow to the side of the drainage portion through the upper surface of the drainage portion. The water can be prevented from flowing to. As a result, the water hardly stays between the structure and the wall material.

したがって、本発明の第1の態様の壁構造では、構造体と壁材との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   Therefore, in the wall structure according to the first aspect of the present invention, it is possible to further improve the ability to discharge water that has entered between the structure and the wall material to the outside.

本発明の第2の態様として、固定片は、平板状であり、水切り部の上方に向かって延びていることが望ましい。   As a second aspect of the present invention, it is desirable that the fixing piece has a flat plate shape and extends upward from the draining portion.

この場合、平板状の固定片が水切り部の上方で構造体を覆う。これにより、構造体と壁材との間に浸入して構造体に沿って垂れる水は、固定片によって、第1目地部及び第2目地部の上に好適に導かれる。その結果、その水が構造体と壁材との間に一層滞留し難い。   In this case, a flat fixing piece covers the structure above the draining portion. Thus, the water that penetrates between the structure and the wall material and drips along the structure is suitably guided by the fixing piece onto the first joint and the second joint. As a result, the water hardly stays between the structure and the wall material.

本発明の第3の態様として、第1目地部及び第2目地部は、固定片に一体に形成されていることが望ましい。   As a third aspect of the present invention, it is preferable that the first joint and the second joint are formed integrally with the fixing piece.

この場合、第1目地部と第2目地部との位置合わせが不要となるので、施工作業の簡素化を実現できる。   In this case, since there is no need to align the first joint and the second joint, the construction work can be simplified.

本発明の第4の態様として、水切り部が壁材に沿って延びる方向において、目地部の一方の端部は、水切り部の一方の端部と一致する位置、又は水切り部の一方の端部を超える位置にあることが望ましい。   As a fourth aspect of the present invention, in the direction in which the draining portion extends along the wall material, one end of the joint portion is located at a position coinciding with one end of the draining portion, or one end of the draining portion. It is desirable to be in a position that exceeds.

この場合、目地部によって、水切り部の下面側に水が回り込むことをより確実に抑制できる。   In this case, it is possible to more reliably suppress the water from flowing to the lower surface side of the draining portion by the joint portion.

本発明の第5の態様として、第1目地部の第1端部と、第2目地部の第2端部とは、封止部材によって封止されていることが望ましい。   As a fifth aspect of the present invention, it is preferable that the first end of the first joint and the second end of the second joint are sealed by a sealing member.

この場合、現場施工時に封止部材によって、第1端部及び第2端部を封止する作業を容易に実施できる。その結果、止水性が向上するとともに、施工作業の簡素化を実現できる。   In this case, the operation of sealing the first end portion and the second end portion with the sealing member at the time of on-site construction can be easily performed. As a result, the water stopping performance is improved, and the construction work can be simplified.

本発明の第6の態様として、壁材の下端には、スリットが形成されていることが望ましい。そして、壁材は、スリットに挿入可能な係止片を有するとともに固定片に固定可能な下端支持部材を介して、構造体に取り付けられていることが望ましい。   As a sixth aspect of the present invention, it is desirable that a slit is formed at the lower end of the wall material. And it is desirable that the wall member has a locking piece that can be inserted into the slit and is attached to the structure via a lower end support member that can be fixed to the fixing piece.

この場合、第1目地部及び第2目地部が壁材の下端を直接支持しない構成となる。このため、第1目地部及び第2目地部の変形を抑制でき、また、第1開口及び第2開口の変形を抑制できる。その結果、構造体と壁材との間に浸入した水を外部に排出する能力のより一層の向上を実現できる。   In this case, the first joint portion and the second joint portion do not directly support the lower end of the wall material. For this reason, the deformation of the first joint portion and the second joint portion can be suppressed, and the deformation of the first opening and the second opening can be suppressed. As a result, it is possible to further improve the ability to discharge water that has entered between the structure and the wall material to the outside.

本発明の第7の態様として、水切り部が壁材に沿って延びる方向において隣接する2つの壁材の間には、上下方向に延びる接合部が形成されていることが望ましい。そして、第1開口は、接合部の下端の下方に位置していることが望ましい。   As a seventh aspect of the present invention, it is preferable that a joining portion extending in the vertical direction is formed between two wall materials adjacent to each other in the direction in which the draining portion extends along the wall material. The first opening is desirably located below the lower end of the joint.

この場合、壁材の接合部を伝って垂れる水をスムーズに第1開口に導くことができ、その水を第1開口から外部にスムーズに排出できる。その結果、その水が構造体と壁材との間に一層滞留し難い。   In this case, water dripping along the joint of the wall material can be smoothly guided to the first opening, and the water can be smoothly discharged to the outside from the first opening. As a result, the water hardly stays between the structure and the wall material.

本発明の第8の態様として、第1隙間における第1目地部の第1端部と、第2目地部の第2端部との間に配置され、第1開口と連通する水抜き具をさらに備えていることが望ましい。   According to an eighth aspect of the present invention, there is provided a drainage device disposed between a first end of a first joint and a second end of a second joint in a first gap and communicating with a first opening. Further, it is desirable to provide.

この場合、水抜き具によって、第1開口の外観を向上させることができる。また、第1開口を通過する水を外部にスムーズに排出でき、かつ風雨の吹き込みによる水の逆流を防止できる。   In this case, the appearance of the first opening can be improved by the drainage device. Further, the water passing through the first opening can be smoothly discharged to the outside, and the backflow of the water due to the blowing of wind and rain can be prevented.

本発明の第9の態様の壁の施工方法は、構造体と、
前記構造体に取り付けられた水切り部と、
前記水切り部の上面との間に第1隙間を有し、かつ前記構造体との間に第2隙間を有して前記構造体に取り付けられた壁材と、
前記水切り部の前記上面に配置された目板部材と、を備えた壁の施工方法であって、
前記目板部材は、
前記構造体に取り付けられる固定片と、
前記水切り部の前記上面に配置され、前記壁材に沿って延び、少なくとも一部が前記構造体側から前記第1隙間に進入する目地部と、を有し、
前記固定片を前記構造体に固定し、かつ前記目地部を前記水切り部の前記上面に配置する第1工程と、
前記壁材を前記構造体に取り付けて、前記壁材と前記水切り部との間に前記第1隙間を形成し、かつ前記壁材と前記構造体との間に前記第2隙間を形成する第2工程と、を備え、
前記第1工程において、
前記目地部は、前記水切り部が前記壁材に沿って延びる方向において互いに離間した第1目地部及び第2目地部を有し、
前記第1目地部と前記第2目地部との間隔により、前記第1隙間に位置して前記壁材の表面側に開口する第1開口と、前記第2隙間に位置して前記壁材の裏面と前記構造体との間に開口する第2開口と、を形成し、
前記第1目地部における前記第2目地部と対向する第1端部と、前記第2目地部における前記第1目地部と対向する第2端部と、をそれぞれ封止し、
前記第1端部と前記第2端部とに、前記第1開口と前記第2開口とを連通させる側壁面を形成することを特徴とする。
The construction method of a wall according to a ninth aspect of the present invention includes a structure,
A drainer attached to the structure,
A wall member having a first gap with the upper surface of the draining portion, and a wall member attached to the structure with a second gap between the wall and the structure;
A board member disposed on the upper surface of the drainer, and a method for constructing a wall comprising:
The eye plate member,
A fixing piece attached to the structure,
A joint that is arranged on the upper surface of the drainer, extends along the wall material, and at least partially enters the first gap from the structure side;
A first step of fixing the fixing piece to the structure, and arranging the joint portion on the upper surface of the drain portion;
Attaching the wall material to the structure, forming the first gap between the wall material and the drain portion, and forming the second gap between the wall material and the structure; And two steps,
In the first step,
The joint has a first joint and a second joint separated from each other in a direction in which the draining portion extends along the wall material,
The distance between the first joint portion and the second joint portion is defined by a first opening that is located in the first gap and opens to the surface side of the wall material, and a first opening that is located in the second gap and that is formed by the wall material. Forming a second opening between the back surface and the structure,
Sealing a first end of the first joint facing the second joint and a second end of the second joint facing the first joint;
A sidewall surface is formed at the first end and the second end to allow communication between the first opening and the second opening.

第9の態様の壁の施工方法によれば、第1の態様の壁構造と同様に、構造体と壁材との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   According to the wall construction method of the ninth aspect, similarly to the wall structure of the first aspect, it is possible to further improve the ability to discharge water that has entered between the structure and the wall material to the outside.

本発明の壁構造及び壁の施工方法では、構造体と壁材との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   ADVANTAGE OF THE INVENTION According to the wall structure and the construction method of the wall of this invention, the ability to discharge the water which invaded between the structure and the wall material to the outside can be further improved.

図1は、実施の形態1の建物の壁構造の斜視図である。FIG. 1 is a perspective view of a wall structure of a building according to the first embodiment. 図2は、実施の形態1に係り、構造体に取り付けられた外壁板等を示す部分斜視図である。FIG. 2 is a partial perspective view showing an outer wall plate and the like attached to the structure according to the first embodiment. 図3は、実施の形態1に係り、構造体に取り付けられた外壁板等を示す部分断面図である。FIG. 3 is a partial cross-sectional view showing an outer wall plate and the like attached to the structure according to the first embodiment. 図4は、実施の形態1に係り、目板部材の斜視図である。FIG. 4 is a perspective view of the eyeboard member according to the first embodiment. 図5は、実施の形態1に係り、目板部材等を示す説明図である。FIG. 5 is an explanatory diagram illustrating a perforated plate member and the like according to the first embodiment. 図6は、実施の形態1に係り、目板部材やシート状の封止部材等を示す説明図である。FIG. 6 is an explanatory diagram illustrating a perforated plate member, a sheet-shaped sealing member, and the like according to the first embodiment. 図7は、実施の形態1に係り、水抜き具等を示す説明図である。FIG. 7 is an explanatory diagram illustrating a drainage device and the like according to the first embodiment. 図8は、実施の形態1に係り、第1目地部と第2目地部との間隔によって形成される第1開口及び第2開口等の説明図である。FIG. 8 is an explanatory diagram of the first opening, the second opening, and the like formed by the gap between the first joint and the second joint according to the first embodiment. 図9は、実施の形態1に係り、水抜き具の取り付けの説明図である。FIG. 9 is an explanatory diagram of attachment of the drainage device according to the first embodiment. 図10は、実施の形態2の壁構造に係る目板部材の斜視図である。FIG. 10 is a perspective view of an eye panel member according to the wall structure of the second embodiment. 図11は、実施の形態3の壁構造に係る目板部材等を示す説明図である。FIG. 11 is an explanatory diagram illustrating a board member and the like according to the wall structure of the third embodiment. 図12は、実施の形態4の壁構造に係る目板部材等を示す説明図である。FIG. 12 is an explanatory diagram illustrating a board member and the like according to the wall structure of the fourth embodiment. 図13は、実施の形態5の壁構造に係る目板部材等を示す説明図である。FIG. 13 is an explanatory diagram illustrating a board member and the like according to the wall structure of the fifth embodiment. 図14は、実施の形態6の壁構造に係る、下端支持部材等を示す説明図である。FIG. 14 is an explanatory diagram showing a lower end support member and the like according to the wall structure of the sixth embodiment. 図15は、実施の形態6に係り、水抜き具の取り付けの説明図である。FIG. 15 is an explanatory diagram of attachment of a drainage device according to the sixth embodiment. 図16は、実施の形態7の壁構造に係り、目板部材の左右両端部と、水切り部の左右両端部との位置関係の説明図である。FIG. 16 relates to the wall structure of the seventh embodiment and is an explanatory diagram of the positional relationship between the left and right ends of the eyeboard member and the left and right ends of the draining portion. 図17は、本発明で用いる加工される前の目板部材を示す斜視図である。FIG. 17 is a perspective view showing the board member before being used in the present invention. 図18は、左右方向において隣接する外壁板の上下方向に延びる接合部の具体例を示す部分断面図である。FIG. 18 is a partial cross-sectional view showing a specific example of a joining portion extending in the vertical direction between outer wall plates adjacent in the left-right direction.

以下、本発明を具体化した実施の形態1〜7を図面を参照しつつ説明する。なお、図1において、垂直上方向を上と表示し、垂直下方向を下と表示する。また、図1の屋外から屋内に向う方向において水平左方向を左と表示し、水平右方向を右と表示する。そして、図2以降の各図に示す各方向は、図1に対応させて表示する。   Hereinafter, Embodiments 1 to 7 that embody the present invention will be described with reference to the drawings. In FIG. 1, a vertically upward direction is indicated as “up”, and a vertically downward direction is indicated as “down”. Further, in the direction from outdoor to indoor in FIG. 1, a horizontal left direction is displayed as left, and a horizontal right direction is displayed as right. The directions shown in FIGS. 2 and subsequent figures are displayed in correspondence with FIG.

(実施の形態1)
図1〜図3に示すように、実施の形態1の壁構造は、壁構造の具体的態様の一例である。本実施形態の壁構造は、外壁板2と水切り部88の間に目板部材100を介在させ、この目板部材100によって形成された第1開口H1及び第2開口H2から、構造体8と外壁板2との間に浸入した水を排出する排水構造を備えるものである。この壁構造は、建物の構造体8の開口部、本実施の形態の場合は窓を取り付けるための窓枠部8Wの周辺において、複数の外壁板2を構造体8に対して取り付けた状態を示している。また、建物の開口部としては、窓枠部に限られるものでなく、その他扉を取り付けるための扉部等が挙げられる。
(Embodiment 1)
As shown in FIGS. 1 to 3, the wall structure according to the first embodiment is an example of a specific mode of the wall structure. In the wall structure of the present embodiment, the perforated plate member 100 is interposed between the outer wall plate 2 and the draining portion 88, and the structure 8 is connected to the first opening H1 and the second opening H2 formed by the perforated plate member 100. It has a drainage structure for discharging water that has entered between the outer wall plate 2. In this wall structure, a state in which a plurality of outer wall plates 2 are attached to the structure 8 around an opening of the structure 8 of the building, in the case of the present embodiment, around a window frame 8W for attaching a window. Is shown. Further, the opening of the building is not limited to the window frame, but may include a door for attaching a door.

図1に示すように、本実施の形態では、構造体8は、住宅、施設、倉庫等である建物を構成している。構造体8は、木造軸組構法によって建築されている。構造体8を構成する複数の構造部材としては、左右方向に所定の間隔を有して並ぶ複数の柱部材9等の他、各柱部材9間に配置される間柱等の補助部材が含まれる。各柱部材9の屋外方向を向く外面には、胴縁と呼ばれる支持部材7が図示しない止めネジや釘等の締結具によって固定されている。この支持部材7も構造部材に含まれる。図1及び図2等に示すように、各柱部材9と支持部材7との間には、防水シート6が敷設されている。   As shown in FIG. 1, in the present embodiment, the structure 8 constitutes a building such as a house, a facility, and a warehouse. The structure 8 is constructed by a wooden frame construction method. The plurality of structural members constituting the structural body 8 include auxiliary members such as a plurality of pillar members 9 arranged at predetermined intervals in the left-right direction and studs disposed between the respective pillar members 9. . On the outer surface of each column member 9 facing the outdoor direction, a support member 7 called a body edge is fixed by fasteners such as set screws and nails (not shown). This support member 7 is also included in the structural members. As shown in FIGS. 1 and 2, a waterproof sheet 6 is laid between each column member 9 and the support member 7.

図2、図3及び図5〜図7に示すように、構造体8における窓枠部8Wの上端部分は、柱材80及びアルミニウム製のサッシ89等を含んで構成されている。   As shown in FIGS. 2, 3, and 5 to 7, the upper end portion of the window frame portion 8 </ b> W in the structure 8 includes a column member 80 and an aluminum sash 89.

サッシ89は、左右方向に延在する柱材80における屋外方向を向く外面の下端部に固定されている。サッシ89は、柱材80に沿って左右方向に延在している。サッシ89には、水切り部88が形成されている。水切り部88は、柱材80の外面の下端部側から屋外方向に略水平に突出した後に屈曲し、下向きに延びている。   The sash 89 is fixed to the lower end of the outer surface of the pillar member 80 extending in the left-right direction facing the outdoor direction. The sash 89 extends in the left-right direction along the column member 80. The sash 89 is formed with a drainer 88. The draining portion 88 projects substantially horizontally in the outdoor direction from the lower end of the outer surface of the column member 80, and then bends and extends downward.

なお、構造体8は、本実施の形態の構成に限定されず、木造枠組壁構法等によって建築されてもよい。また、壁材が取り付けられる構造体は、例えば、鉄骨造、鉄筋コンクリート造、レンガ造等の躯体であってもよいし、屋内の区画壁であってもよい。   In addition, the structure 8 is not limited to the configuration of the present embodiment, and may be constructed by a wooden framed wall construction method or the like. The structure to which the wall material is attached may be, for example, a steel frame, a reinforced concrete structure, a brick structure, or an indoor partition wall.

図1に示すように、外壁板2は、「壁材」の一例である。外壁板2は、四辺形状、より具体的には、左右方向に長い略矩形状の平板部材である。なお、壁材は外壁板に限定されず、例えば、表面に意匠性の高い化粧面を有して建物を外装する化粧板であってもよい。また、壁材は、屋内の水がかかる可能性のある場所に設けられる屋内用構造パネル、内装板等であってもよい。   As shown in FIG. 1, the outer wall plate 2 is an example of a “wall material”. The outer wall plate 2 is a quadrilateral, more specifically, a substantially rectangular flat plate member that is long in the left-right direction. In addition, the wall material is not limited to the outer wall plate, and may be, for example, a decorative plate having a decorative surface with a high design property on the surface to exteriorize a building. Further, the wall material may be an indoor structural panel, an interior board, or the like provided in a place where indoor water may splash.

本実施の形態では、外壁板2は、セメントを含む窯業系材料からなる。なお、外壁板2の材質や形状は上記には限定されない。例えば、外壁板2の材質は、金属系材、木質系材、樹脂系材等を適宜選択できる。外壁板2の形状は、四辺形状で上下に長い略矩形形状の平板部材等を適宜選択できる。   In the present embodiment, the outer wall plate 2 is made of a ceramic material including cement. The material and shape of the outer wall plate 2 are not limited to the above. For example, as the material of the outer wall plate 2, a metal material, a wood material, a resin material, or the like can be appropriately selected. As the shape of the outer wall plate 2, a substantially rectangular flat plate member or the like that is vertically long and vertically long can be appropriately selected.

複数の外壁板2は、スターター5A及び中間取付具5B等を介して、上下方向及び左右方向に隣接する状態で構造体8に取り付けられて、構造体8の外面を覆っている。スターター5Aは、最も下に位置する外壁板2の下端を支持するためのものである。中間取付具5Bは、上下に隣接する外壁板2を支持するためのものである。スターター5A及び中間取付具5Bの構成は周知であるので、説明は省略する。   The plurality of outer wall boards 2 are attached to the structure 8 via the starter 5A and the intermediate fixture 5B and the like so as to be adjacent to each other in the up-down direction and the left-right direction, and cover the outer surface of the structure 8. The starter 5A is for supporting the lower end of the outermost wall plate 2 located at the bottom. The intermediate fixture 5B is for supporting the outer wall plate 2 adjacent vertically. Since the configurations of the starter 5A and the intermediate fixture 5B are well known, the description will be omitted.

外壁板2の表面2Fは、例えば、柄のないフラットで光沢のある外装面の他、レンガ柄等のデザインが施された外装面等であり得る。   The surface 2F of the outer wall plate 2 may be, for example, a flat and glossy exterior surface without a pattern, or an exterior surface on which a design such as a brick pattern is applied.

図2に示すように、各外壁板2の左端部には、表側左右接合部21が形成されている。各外壁板2の右端部には、裏側左右接合部22が形成されている。表側左右接合部21及び裏側左右接合部22と、後述する表側上下接合部及び裏側上下接合部とは、「実部」とも呼ばれる。   As shown in FIG. 2, a front side left / right joint 21 is formed at the left end of each outer wall plate 2. At the right end of each outer wall plate 2, a back left / right joint 22 is formed. The front-side left / right joint 21 and the back-side left / right joint 22 and the below-described front-side vertical joint and back-side vertical joint are also referred to as “real parts”.

表側左右接合部21は、外壁板2の裏面2Bから表面2Fに向かって段状に形成され、上下方向、すなわち、外壁板2の左端部に沿って延在している。   The front side left-right joint portion 21 is formed in a stepped shape from the back surface 2B to the front surface 2F of the outer wall plate 2 and extends in the up-down direction, that is, along the left end of the outer wall plate 2.

裏側左右接合部22は、外壁板2の表面2Fから裏面2Bに向かって段状に形成され、上下方向、すなわち、外壁板2の右端部に沿って延在している。   The back left / right joint 22 is formed stepwise from the front surface 2F of the outer wall plate 2 toward the back surface 2B, and extends in the vertical direction, that is, along the right end of the outer wall plate 2.

右方の外壁板2の表側左右接合部21と、左方の外壁板2の裏側左右接合部22とが重なり合うことによって、左右方向に隣接する外壁板2同士の間に、「左右合決り」の接合部2Jが形成されるようになっている。   The left and right joints 21 on the front side of the right outer wall plate 2 and the left and right joints 22 on the back side of the left outer wall plate 2 overlap each other. Is formed.

なお、表側左右接合部21及び裏側左右接合部22の少なくとも一方に、予めコーキング材が配置されていてもよい。   In addition, a caulking material may be disposed in advance on at least one of the front-side left / right joint 21 and the back-side left / right joint 22.

また、各外壁板2の下端部に、表側上下接合部が形成され、各外壁板2の上端部に、裏側上下接合部が形成されている。これらが重なり合うことによって、上下方向に隣接する外壁板2同士の間に、「上下合決り」の接合部が形成されてもよい。   Further, a front-side upper / lower joint is formed at a lower end of each outer wall plate 2, and a back-side upper / lower joint is formed at an upper end of each outer wall plate 2. By overlapping these, a joint of “up and down” may be formed between the outer wall plates 2 that are vertically adjacent to each other.

図2に示すように、外壁板2が構造体8における窓枠部8Wの上方に取り付けられる場合、外壁板2と、窓枠部8Wを構成するサッシ89との干渉を避けたり、隣接する外壁板2同士の意匠面のずれを防止したりする必要がある。   As shown in FIG. 2, when the outer wall plate 2 is mounted above the window frame portion 8W in the structure 8, interference between the outer wall plate 2 and the sash 89 constituting the window frame portion 8W is avoided, It is necessary to prevent the design surfaces of the plates 2 from shifting.

このため、外壁板2は、その一部が必要に応じて適宜切断された上で、構造体8に取り付けられる。その結果、外壁板2の下端2Dが窓枠部8Wの上方で左右方向に延び、水切り部88も外壁板2に沿って左右方向に延びる状態となっている。   For this reason, the outer wall plate 2 is attached to the structure 8 after a part thereof is appropriately cut as needed. As a result, the lower end 2D of the outer wall plate 2 extends in the left-right direction above the window frame portion 8W, and the drainage portion 88 also extends in the left-right direction along the outer wall plate 2.

外壁板2と水切り部88の間であり、かつ外壁板2と構造体8の間には、目板部材100が配置されている。目板部材100は、鋼板が切り欠き加工や折り曲げ加工等されることにより、固定片101及び目地部110が一体的に形成されたものである。   An eye panel member 100 is arranged between the outer wall plate 2 and the draining portion 88 and between the outer wall plate 2 and the structure 8. The joint plate member 100 is formed by integrally forming the fixing piece 101 and the joint portion 110 by cutting or bending a steel plate.

図4及び図5に示すように、固定片101は、上下方向及び左右方向に延びる平板形状である。目地部110は、固定片101の下端から屋外方向に突出した後に下向きに屈曲し、さらに屋内方向に屈曲している。つまり、目地部110は、断面略C字形状である。   As shown in FIGS. 4 and 5, the fixing piece 101 has a flat plate shape extending in the up-down direction and the left-right direction. The joint portion 110 projects downward from the lower end of the fixing piece 101 and then bends downward, and further bends indoors. That is, the joint portion 110 has a substantially C-shaped cross section.

目地部110は、その一部が切り欠かれることによって、第1目地部111及び第2目地部112を形成している。第1目地部111及び第2目地部112は、固定片101に一体に形成されている。第1目地部111及び第2目地部112は、水切り部88が外壁板2に沿って延びる方向、すなわち左右方向において間隔W1だけ離間している。このとき、互いに対向する第1端部111Eと第2端部112Eとには空隙が形成されている。   The joint portion 110 forms a first joint portion 111 and a second joint portion 112 by partially cutting out the joint portion. The first joint portion 111 and the second joint portion 112 are formed integrally with the fixing piece 101. The first joint portion 111 and the second joint portion 112 are separated from each other by a distance W1 in a direction in which the drainage portion 88 extends along the outer wall plate 2, that is, in the left-right direction. At this time, a gap is formed between the first end 111E and the second end 112E facing each other.

第1目地部111における第2目地部112と対向する第1端部111Eは、図7に示す外壁板2の接合部2Jから右方に離間した位置に配置されている。また、第2目地部112における第1目地部111と対向する第2端部112Eは、外壁板2の接合部2Jから左方に離間した位置に配置されている。これによって、後述する第1開口H1、及び第2開口H2が接合部2Jの下方に位置するようになっている。また、第1開口H1及び第2開口H2は、隣接する外壁板2同士の上下方向に延びる接合部2Jから左右方向に離れた場所に位置してもよい。   The first end portion 111E of the first joint portion 111 facing the second joint portion 112 is disposed at a position separated rightward from the joint 2J of the outer wall plate 2 shown in FIG. Further, a second end 112E of the second joint portion 112 facing the first joint portion 111 is disposed at a position separated leftward from the joint 2J of the outer wall plate 2. Thus, a first opening H1 and a second opening H2 described below are located below the joint 2J. In addition, the first opening H1 and the second opening H2 may be located at positions separated in the left-right direction from the joining portion 2J extending vertically between the adjacent outer wall plates 2.

また、目板部材100と水切り部88の上面には、三次元形状に引き延ばされたシート状の封止部材109が貼り付けられている。封止部材109により、第1端部111Eの空隙と、第2端部112Eの空隙とがそれぞれ封止されている。また、封止部材109により、第1端部111Eに側壁面113Rが形成され、第2端部112Eに側壁面113Lが形成されている。   Further, a sheet-like sealing member 109 that is elongated in a three-dimensional shape is attached to the upper surfaces of the eye panel member 100 and the drainer 88. The gap between the first end 111E and the gap between the second end 112E is sealed by the sealing member 109. Further, the sealing member 109 forms a side wall surface 113R at the first end 111E and a side wall surface 113L at the second end 112E.

シート状の封止部材109は、延伸能の高い樹脂製フィルムの一面に粘着層が形成されてなるテープ、例えばストレッチテープ(登録商標)等である。また、封止部材109はシート状以外にも、金属板や樹脂等を用い、第1端部111Eの空隙と第2端部112Eの空隙とをそれぞれ封止してもよい。   The sheet-shaped sealing member 109 is a tape in which an adhesive layer is formed on one surface of a resin film having high stretchability, for example, a stretch tape (registered trademark) or the like. In addition, the sealing member 109 may use a metal plate, resin, or the like, instead of a sheet shape, to seal the gap at the first end 111E and the gap at the second end 112E.

図3に示すように、外壁板2における窓枠部8Wの上方に位置する部分と、支持部材7との間には、スペーサ60と、目板部材100の固定片101とが配置された状態で、釘7N等の締結具によって外壁板2が支持部材7に固定されている。また、目板部材100の目地部110は、水切り部88の上面に配置され、目地部110の屋外側に位置する一部が外壁板2の下端2Dの下方に位置する状態となっている。その結果、外壁板2の下端2Dと水切り部88の上面との間に第1隙間S1が形成されているとともに、外壁板2の裏面2Bと支持部材7の屋外方向を向く外面との間に第2隙間S2が形成されている。また、第1隙間S1と第2隙間S2との間に目板部材100の目地部110が介在することにより、第1開口H1、及び第2開口H2が形成されている。   As shown in FIG. 3, a state in which a spacer 60 and a fixing piece 101 of the eye panel member 100 are arranged between a portion of the outer wall plate 2 located above the window frame 8W and the support member 7. The outer wall plate 2 is fixed to the support member 7 by fasteners such as nails 7N. Further, the joint portion 110 of the joint panel member 100 is disposed on the upper surface of the draining portion 88, and a part of the joint portion 110 located on the outdoor side is located below the lower end 2 </ b> D of the outer wall plate 2. As a result, the first gap S1 is formed between the lower end 2D of the outer wall plate 2 and the upper surface of the draining portion 88, and between the back surface 2B of the outer wall plate 2 and the outer surface of the support member 7 facing the outdoor direction. A second gap S2 is formed. Further, the first opening H1 and the second opening H2 are formed by interposing the joint portion 110 of the eye panel member 100 between the first gap S1 and the second gap S2.

ここで、図3、図7、図8及び図9に示すように、左右方向において間隔を有している第1目地部111及び第2目地部112と、封止部材109と、第1目地部111及び第2目地部112に上から当接する外壁板2の下端2Dとによって、第1開口H1が略矩形穴状に形成されている。このとき、封止部材109は、第1目地部111の第1端部111E及び第2目地部112の第2端部112Eを封止しているとともに水切り部88の一部を覆っている。   Here, as shown in FIG. 3, FIG. 7, FIG. 8, and FIG. 9, the first joint portion 111 and the second joint portion 112 having a space in the left-right direction, the sealing member 109, and the first joint The first opening H1 is formed in a substantially rectangular hole shape by the lower end 2D of the outer wall plate 2 contacting the portion 111 and the second joint portion 112 from above. At this time, the sealing member 109 seals the first end 111 </ b> E of the first joint 111 and the second end 112 </ b> E of the second joint 112, and covers a part of the draining portion 88.

このとき、隣接する2つの外壁板2の間の、上下方向に延びる接合部2Jの下端の下方には、第1開口H1が位置することになる。   At this time, the first opening H1 is located below the lower end of the joint 2J extending vertically between the two adjacent outer wall plates 2.

また、左右方向において間隔を有している第1目地部111及び第2目地部112と、封止部材109と、第1目地部111及び第2目地部112に上から当接している外壁板2の裏面2Bとによって、第2開口H2が略矩形穴状に形成されている。このとき、封止部材109は、第1目地部111の第1端部111E及び第2目地部112の第2端部112Eを封止しているとともに水切り部88の一部を覆っている。   In addition, the first joint portion 111 and the second joint portion 112 having an interval in the left-right direction, the sealing member 109, and the outer wall plate abutting on the first joint portion 111 and the second joint portion 112 from above. The second opening H2 is formed in a substantially rectangular hole shape by the second back surface 2B. At this time, the sealing member 109 seals the first end 111 </ b> E of the first joint 111 and the second end 112 </ b> E of the second joint 112, and covers a part of the draining portion 88.

また、第1隙間S1における第1目地部111の第1端部111Eと、第2目地部112の第2端部112Eとの間には、水抜き具70が配置されている。   In addition, the drainage device 70 is disposed between the first end 111E of the first joint 111 and the second end 112E of the second joint 112 in the first gap S1.

図9に示すように、水抜き具70は、本体部75及びフラップ76を有している。本体部75には、第1水抜き開口71と、第1水抜き開口71にそれぞれ連通する第2水抜き開口72及び第3水抜き開口73とが形成されている。また、本体部75には、板部77が形成されている。板部77は、本体部75の上面及び両側面から上向き及び横向きに延びる平板形状である。フラップ76は、本体部75に揺動可能に支持されて、第1水抜き開口71を開閉可能となっている。   As shown in FIG. 9, the drainage device 70 has a main body 75 and a flap 76. The main body 75 has a first drain opening 71, and a second drain opening 72 and a third drain opening 73 communicating with the first drain opening 71, respectively. Further, a plate portion 77 is formed in the main body 75. The plate portion 77 has a flat plate shape extending upward and laterally from the upper surface and both side surfaces of the main body portion 75. The flap 76 is swingably supported by the main body 75 and can open and close the first drain opening 71.

図3に示すように、第1隙間S1に配置された水抜き具70において、第1水抜き開口71は、外壁板2の表面2F側に開口している。第2水抜き開口72は、屋内方向に開口して目板部材100が形成する第1開口H1に連通している。第3水抜き開口73は、上向きに開口して第1開口H1に連通している。   As shown in FIG. 3, in the drainage device 70 arranged in the first gap S <b> 1, the first drainage opening 71 opens on the surface 2 </ b> F side of the outer wall plate 2. The second drainage opening 72 opens in the indoor direction and communicates with the first opening H1 formed by the eye panel member 100. The third drain opening 73 opens upward and communicates with the first opening H1.

また、図2及び図3に示すように、第1隙間S1と第1目地部111の屋外方向を向く面と第2目地部112の屋外方向を向く面とには、シーリング材87が充填されている。この際、水抜き具70の板部77が第1目地部111及び第2目地部112に当接するように配された上で、板部77と、本体部75の上面及び両側面における板部77よりも屋外側に位置する領域に、シーリング材87が密着している。   As shown in FIGS. 2 and 3, the sealing material 87 is filled in the first gap S1 and the surface of the first joint portion 111 facing the outdoor direction and the surface of the second joint portion 112 facing the outdoor direction. ing. At this time, after the plate portion 77 of the drainage device 70 is arranged so as to contact the first joint portion 111 and the second joint portion 112, the plate portion 77 and the plate portions on the upper surface and both side surfaces of the main body portion 75 are provided. The sealing material 87 is in close contact with an area located on the outdoor side of the area 77.

なお、水抜き具70をなくし、シーリング材87が第1開口H1を塞がないように充填される構成としてもよい。また、水抜き具7及びシーリング材87をなくした構成としてもよい。この場合、図9に二点鎖線で目地部110の変形例110Vを示すように、目地部110の屋外方向の先端面が外壁板2の表面2Fの近くに位置するように、目地部110を屋外方向に延長することが望ましい。   Note that the drainage device 70 may be eliminated, and the sealing material 87 may be filled so as not to block the first opening H1. Further, the drainage device 7 and the sealing material 87 may be omitted. In this case, as shown in FIG. 9 by a two-dot chain line, a modified example 110V of the joint portion 110, the joint portion 110 is positioned such that the outdoor end surface of the joint portion 110 is located near the surface 2F of the outer wall plate 2. It is desirable to extend in the outdoor direction.

<施工方法>
ここで、外壁板2を構造体8における窓枠部8Wの上方に取り付ける施工方法について、より詳しく説明する。実施の形態1の壁の施工方法は、第1工程及び第2工程を備えている。
<Construction method>
Here, a construction method of attaching the outer wall plate 2 above the window frame portion 8W of the structure 8 will be described in more detail. The wall construction method according to the first embodiment includes a first step and a second step.

図5に示すように、第1工程では、目板部材100の固定片101を支持部材7の屋外方向を向く外面に固定して、固定片101が水切り部88の上方に向かって延びる状態とする。また、目板部材100の目地部110を水切り部88の上面に配置して、その目地部110により、左右方向において互いに離間した第1目地部111及び第2目地部112を形成する。   As shown in FIG. 5, in the first step, the fixing piece 101 of the eye panel member 100 is fixed to the outer surface of the support member 7 facing the outdoor direction, and the fixing piece 101 extends upward to the drainage portion 88. I do. Further, the joint portion 110 of the joint plate member 100 is disposed on the upper surface of the draining portion 88, and the joint portion 110 forms a first joint portion 111 and a second joint portion 112 which are separated from each other in the left-right direction.

この際、第1目地部111における第2目地部112と対向する第1端部111Eは、図7に示す外壁板2の接合部2Jから右方に離間した位置に配置される。また、第2目地部112における第1目地部111と対向する第2端部112Eは、外壁板2の接合部2Jから左方に離間した位置に配置される。このとき、対向する第1端部111Eと第2端部112Eとには、空隙が形成される。   At this time, the first end portion 111E of the first joint portion 111 facing the second joint portion 112 is disposed at a position separated rightward from the joint 2J of the outer wall plate 2 shown in FIG. Further, a second end 112E of the second joint portion 112 facing the first joint portion 111 is disposed at a position separated leftward from the joint 2J of the outer wall plate 2. At this time, a gap is formed between the opposing first end 111E and second end 112E.

さらに、第1工程では、図5に示すシート状の封止部材109を三次元形状に引き延ばしながら目板部材100と水切り部88の上面とに密着するように貼り付ける。そして、図6及び図8に示すように、封止部材109により、第1端部111Eの空隙と、第2端部112Eの空隙とをそれぞれ封止する。また、封止部材109により、第1端部111Eに側壁面113Rを形成し、第2端部112Eに側壁面113Lを形成する。   Further, in the first step, the sheet-like sealing member 109 shown in FIG. 5 is adhered so as to be in close contact with the top plate member 100 and the upper surface of the drainer 88 while being stretched into a three-dimensional shape. Then, as shown in FIGS. 6 and 8, the gap at the first end 111 </ b> E and the gap at the second end 112 </ b> E are sealed by the sealing member 109. Further, the sealing member 109 forms the side wall surface 113R at the first end 111E, and forms the side wall surface 113L at the second end 112E.

右方の側壁面113Rは、封止部材109における第1端部111Eを封止する部分の表面である。左方の側壁面113Lは、封止部材109における第2端部112Eを封止する部分の表面である。   The right side wall surface 113R is a surface of a portion of the sealing member 109 for sealing the first end 111E. The left side wall surface 113L is a surface of a portion of the sealing member 109 that seals the second end 112E.

また、図6に示すように、第1工程では、スペーサ60を屋外側から目板部材100の固定片101に重なるように配置し、支持部材7の屋外方向を向く外面に固定する。   As shown in FIG. 6, in the first step, the spacer 60 is arranged so as to overlap the fixing piece 101 of the eye panel member 100 from the outdoor side, and is fixed to the outer surface of the support member 7 facing the outdoor direction.

図7及び図9に示すように、第2工程では、外壁板2を構造体8に取り付ける。具体的には、外壁板2の下端2Dを第1目地部111及び第2目地部112における屋外方向の先端部分に上から当接させ、また、外壁板2の裏面2Bをスペーサ60の屋外方向を向く外面に当接させ、さらに、外壁板2の接合部2Jを左右方向において第1端部111Eと第2端部112Eとの間に位置する状態として、外壁板2を支持部材7に固定する。こうして、第2工程では、外壁板2の下端2Dと水切り部88の上面との間に第1隙間S1を形成し、かつ外壁板2の裏面2Bと支持部材7の屋外方向を向く外面との間に第2隙間S2を形成する。   As shown in FIGS. 7 and 9, in the second step, the outer wall plate 2 is attached to the structure 8. Specifically, the lower end 2D of the outer wall plate 2 is abutted from above on the front end portions of the first joint portion 111 and the second joint portion 112 in the outdoor direction, and the back surface 2B of the outer wall plate 2 is set in the outdoor direction of the spacer 60. The outer wall plate 2 is fixed to the support member 7 with the joint 2J of the outer wall plate 2 positioned between the first end 111E and the second end 112E in the left-right direction. I do. Thus, in the second step, the first gap S <b> 1 is formed between the lower end 2 </ b> D of the outer wall plate 2 and the upper surface of the drain portion 88, and the back surface 2 </ b> B of the outer wall plate 2 and the outer surface of the support member 7 facing the outdoor direction are formed. A second gap S2 is formed therebetween.

その結果、目板部材100において、目地部110の屋内方向側に位置する一部は、第2隙間S2の下方に位置する。その一方、目地部110の屋外方向側に位置する一部は、構造体8側から第1隙間S1に進入する。   As a result, in the joint board member 100, a part of the joint portion 110 located on the indoor side is located below the second gap S2. On the other hand, a part of the joint portion 110 located on the outdoor side enters the first gap S1 from the structure 8 side.

ここで、図3及び図7〜図9に示すように、左右方向において間隔を有して互いに対向する第1目地部111及び第2目地部112と、第1目地部111の第1端部111E及び第2目地部112の第2端部112Eを封止するとともに水切り部88の一部を覆う封止部材109と、第1目地部111及び第2目地部112に上から当接する外壁板2の下端2Dとによって、第1開口H1が略矩形穴状に形成される。   Here, as shown in FIG. 3 and FIGS. 7 to 9, a first joint 111 and a second joint 112 facing each other with an interval in the left-right direction, and a first end of the first joint 111. A sealing member 109 that seals 111E and the second end 112E of the second joint portion 112 and covers a part of the draining portion 88, and an outer wall plate that contacts the first joint portion 111 and the second joint portion 112 from above. The first opening H1 is formed in a substantially rectangular hole shape by the lower end 2D of the second.

また、左右方向において間隔を有して互いに対向する第1目地部111及び第2目地部112と、第1目地部111の第1端部111E及び第2目地部112の第2端部112Eを封止するとともに水切り部88の一部を覆う封止部材109と、第1目地部111及び第2目地部112に上から当接する外壁板2の裏面2Bとによって、第2開口H2が略矩形穴状に形成される。   Further, the first joint 111 and the second joint 112 facing each other with an interval in the left-right direction, and the first end 111E of the first joint 111 and the second end 112E of the second joint 112 are The second opening H2 is formed in a substantially rectangular shape by the sealing member 109 that seals and covers a part of the draining portion 88, and the back surface 2B of the outer wall plate 2 that contacts the first joint portion 111 and the second joint portion 112 from above. It is formed in a hole shape.

そして、第2開口H2は、側壁面113L、113Rと、外壁板2の下端2Dと、封止部材109における第1端部111Eと第2端部112Eとの間に位置する表面とによって区画される通路によって、第1開口H1と連通する。   The second opening H2 is defined by the side walls 113L and 113R, the lower end 2D of the outer wall plate 2, and the surface of the sealing member 109 located between the first end 111E and the second end 112E. The first passage H1 communicates with the first opening H1 through a passage.

第1開口H1は、第1隙間S1に位置し、外壁板2の表面2F側に開口する。また、第1開口H1は、図7に示す外壁板2の接合部2Jの下端の下方に位置する。第2開口H2は、第2隙間S2に位置し、外壁板2の裏面2Bと支持部材7との間に開口する。   The first opening H1 is located in the first gap S1 and opens on the surface 2F side of the outer wall plate 2. The first opening H1 is located below the lower end of the joint 2J of the outer wall plate 2 shown in FIG. The second opening H2 is located in the second gap S2 and opens between the back surface 2B of the outer wall plate 2 and the support member 7.

そして、本実施の形態では、第1隙間S1における第1目地部111の第1端部111Eと、第2目地部112の第2端部112Eとの間に、水抜き具70を配置する。   Then, in the present embodiment, the drainage device 70 is arranged between the first end 111E of the first joint 111 and the second end 112E of the second joint 112 in the first gap S1.

図示は省略するが、水抜き具70の第1水抜き開口71及びフラップ76側は、マスキングテープで覆われた状態とされる。マスキングテープで覆う理由は、第1隙間S1にシーリング材87を充填する際に、シーリング材87が第1水抜き開口71及びフラップ76側に入り込むことを防止するためである。   Although not shown, the first drainage opening 71 and the flap 76 side of the drainage device 70 are covered with a masking tape. The reason for covering with the masking tape is to prevent the sealing material 87 from entering the first drain opening 71 and the flap 76 side when filling the first gap S1 with the sealing material 87.

次に、図2及び図3に示すように、第1隙間S1と、第1目地部111の屋外方向を向く面と、第2目地部112の屋外方向を向く面とにシーリング材87を充填して硬化させる。この際、水抜き具70の板部77を第1目地部111及び第2目地部112に当接するように配した上で、板部77と、本体部75の上面及び両側面における板部77よりも屋外側に位置する領域にシーリング材87を密着させる。板部77は、シーリング材87が第2水抜き開口72及び第3水抜き開口73に到達しないように、シーリング材87を堰き止める。そして、シーリング材87が硬化した後、水抜き具70から上述したマスキングテープを除去する。こうして、外壁板2を構造体8における窓枠部8Wの上方に取り付ける施工作業が完了する。   Next, as shown in FIGS. 2 and 3, the sealing material 87 is filled in the first gap S1, the surface of the first joint portion 111 facing the outdoor direction, and the surface of the second joint portion 112 facing the outdoor direction. And cure. At this time, after the plate portion 77 of the drainage device 70 is arranged so as to be in contact with the first joint portion 111 and the second joint portion 112, the plate portion 77 and the plate portions 77 on the upper surface and both side surfaces of the main body portion 75 are provided. The sealing material 87 is brought into close contact with a region located on the outdoor side. The plate 77 dams the sealing material 87 so that the sealing material 87 does not reach the second drain opening 72 and the third drain opening 73. After the sealing material 87 has hardened, the above-described masking tape is removed from the drainage device 70. Thus, the construction work of attaching the outer wall plate 2 above the window frame portion 8W of the structure 8 is completed.

図3に示すように、施工が完了した壁構造では、第1隙間S1に配置された水抜き具70において、第1水抜き開口71が外壁板2の表面2F側に開口し、第2水抜き開口72が屋内方向に開口して第1開口H1に連通し、第3水抜き開口73が上向きに開口して第1開口H1に連通する。   As shown in FIG. 3, in the completed wall structure, the first drainage opening 71 of the drainage device 70 arranged in the first gap S1 opens on the surface 2F side of the outer wall plate 2, and the second water The drain opening 72 opens in the indoor direction and communicates with the first opening H1, and the third drain opening 73 opens upward and communicates with the first opening H1.

フラップ76は、自重のみが作用する状態では、垂直に垂れ下がって、第1水抜き開口71を閉じる。風雨による押圧力F1が屋外側からフラップ76に作用する場合にも、フラップ76は、第1水抜き開口71を閉じる。   The flap 76 hangs vertically and closes the first drain opening 71 when only its own weight acts. The flap 76 also closes the first drain opening 71 when the pressing force F1 due to the weather acts on the flap 76 from the outdoor side.

フラップ76は、本体部75内を通過する水によって押されることにより屋外側に揺動し、第1水抜き開口71を開放する。   The flap 76 swings to the outdoor side by being pushed by the water passing through the inside of the main body 75, and opens the first drain opening 71.

<作用効果>
実施の形態1の壁構造では、以下のようにして、構造体8と外壁板2との間に浸入した水を外部に排出する。
<Effects>
In the wall structure of the first embodiment, water that has entered between the structure 8 and the outer wall plate 2 is discharged to the outside as described below.

すなわち、構造体8と外壁板2との間に浸入した水は、図3に矢印YW1で示すように、目板部材100の固定片101、目地部110及び封止部材109に沿って移動して第2開口H2に浸入し、第1開口H1、第2水抜き開口72を通過して第1水抜き開口71まで案内される。   That is, the water that has entered between the structure 8 and the outer wall plate 2 moves along the fixing piece 101, the joint portion 110, and the sealing member 109 of the eye panel member 100, as indicated by an arrow YW1 in FIG. To enter the second opening H2, pass through the first opening H1, and the second drain opening 72, and are guided to the first drain opening 71.

また、構造体8と外壁板2との間に浸入した水は、図3に矢印YW2で示すように、外壁板2の裏面2Bに沿って移動して第2開口H2に浸入し、第1開口H1、第3水抜き開口73を通過して第1水抜き開口71まで案内される。   In addition, the water that has entered between the structure 8 and the outer wall plate 2 moves along the back surface 2B of the outer wall plate 2 and enters the second opening H2 as shown by an arrow YW2 in FIG. It is guided to the first drain opening 71 through the opening H1 and the third drain opening 73.

図2に示す外壁板2の接合部2Jに浸入した水は、接合部2Jに沿って外壁板2の下端2Dまで移動する。そして、図3に示すように、第3水抜き開口73を通過して第1水抜き開口71まで案内される。   The water that has entered the joint 2J of the outer wall plate 2 shown in FIG. 2 moves to the lower end 2D of the outer wall plate 2 along the joint 2J. Then, as shown in FIG. 3, it is guided to the first drain opening 71 through the third drain opening 73.

フラップ76は、第2水抜き開口72又は第3水抜き開口73を通過して第1水抜き開口71まで案内された水に押されて揺動し、第1水抜き開口71を開放する。これにより、その水を第1水抜き開口71から外部に好適に排出できる。   The flap 76 is pushed by water guided through the second drain opening 72 or the third drain opening 73 to the first drain opening 71 and swings to open the first drain opening 71. As a result, the water can be suitably discharged from the first drain opening 71 to the outside.

そして、風雨による吹き込みがあっても、図2に示すように、風雨による押圧力F1が屋外側からフラップ76に作用するので、フラップ76がその吹き込みの押圧力F1によって押されて第1水抜き開口71を閉じる。その結果、その吹き込みによって水が水抜き具70の本体部75内を逆流することを抑制できる。   Then, even if there is blowing by the wind and rain, as shown in FIG. 2, the pressing force F1 by the wind and rain acts on the flap 76 from the outdoor side, so that the flap 76 is pressed by the pressing force F1 of the blowing and the first drainage is performed. The opening 71 is closed. As a result, it is possible to prevent the water from flowing backward in the main body 75 of the drainage device 70 due to the blowing.

ここで、この壁構造では、図3に示すように、外壁板2の下端2Dと水切り部88の上面との間の第1隙間S1に、目地部110の屋外方向側に位置する一部が構造体8側から進入する。これにより、構造体8と外壁板2との間に浸入した水は、水切り部88の上面ではなく、構造体8側から外壁板2の下端2Dまで延びた目地部110の上に滞留し易い。   Here, in this wall structure, as shown in FIG. 3, in the first gap S1 between the lower end 2D of the outer wall plate 2 and the upper surface of the draining portion 88, a part located on the outdoor direction side of the joint portion 110 is provided. It enters from the structure 8 side. Thereby, the water that has entered between the structure 8 and the outer wall plate 2 tends to stay on the joint portion 110 extending from the structure 8 side to the lower end 2D of the outer wall plate 2 instead of the upper surface of the drainage portion 88. .

そして、目地部110の上に滞留する水が増加すると、その水は、目地部110の第1目地部111、第2目地部112の上を経て第2開口H2に流れる。さらに、その水は、側壁面113L、113R等に区画される通路によって第2開口H2から第1開口H1に導かれて水抜き具70に到達する。そして、図3に示すように、その水は、水抜き具70の第2水抜き開口72及び第3水抜き開口73に進入し、第1水抜き開口71を経由して外部に排出される。このため、水切り部88の上面にその水が溜まりにくくなるとともに、その水が水切り部88の上面を通じて水切り部88の横に流れにくくなり、水切り部88の継ぎ目等から水が入ったり、水切り部88の横から下方に水が流れることを防ぐことができる。その結果、その水が構造体8と外壁板2との間に滞留し難い。   Then, when the amount of water staying on the joint portion 110 increases, the water flows through the first joint portion 111 and the second joint portion 112 of the joint portion 110 to the second opening H2. Further, the water is guided from the second opening H2 to the first opening H1 by the passage defined by the side wall surfaces 113L and 113R and reaches the drainage device 70. Then, as shown in FIG. 3, the water enters the second drain opening 72 and the third drain opening 73 of the drain device 70, and is discharged to the outside via the first drain opening 71. . For this reason, it is difficult for the water to collect on the upper surface of the drainage unit 88, and for the water to hardly flow to the side of the drainage unit 88 through the upper surface of the drainage unit 88. Water can be prevented from flowing downward from the side of 88. As a result, the water hardly stays between the structure 8 and the outer wall plate 2.

したがって、実施の形態1の壁構造では、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。実施の形態1の壁の施工方法によっても、同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   Therefore, in the wall structure of the first embodiment, it is possible to further improve the ability to discharge water that has entered between the structure 8 and the outer wall plate 2 to the outside. Similarly, according to the wall construction method of the first embodiment, it is possible to further improve the ability to discharge water that has entered between the structure 8 and the outer wall plate 2 to the outside.

また、この壁構造では、図2及び図3等に示すように、目板部材100の固定片101は、平板状であり、水切り部88の上方に向かって延びている。これにより、構造体8と外壁板2との間に浸入して構造体8に沿って垂れる水は、水切り部88の上方で構造体8を覆う固定片101によって、第1目地部111及び第2目地部112の上に好適に導かれ、第1目地部111及び第2目地部112の上を経て第2開口H2に好適に流れる。その結果、その水が構造体8と外壁板2との間に一層滞留し難い。   In addition, in this wall structure, as shown in FIGS. 2 and 3, the fixing piece 101 of the eye panel member 100 has a flat plate shape, and extends upward from the drain portion 88. As a result, water that penetrates between the structure 8 and the outer wall plate 2 and drips along the structure 8 is fixed by the fixing pieces 101 covering the structure 8 above the draining portion 88 and the first joint portion 111 and the first joint portion 111. It is suitably guided over the second joint portion 112 and flows through the first joint portion 111 and the second joint portion 112 into the second opening H2. As a result, the water hardly stays between the structure 8 and the outer wall plate 2.

さらに、この壁構造では、図4及び図5に示すように、第1目地部111及び第2目地部112が1枚の固定片101に一体に形成されている。これにより、施工時の第1工程において、第1目地部111と第2目地部112との位置合わせが不要となるので、施工作業の簡素化を実現できる。   Further, in this wall structure, as shown in FIGS. 4 and 5, the first joint portion 111 and the second joint portion 112 are formed integrally with one fixed piece 101. This eliminates the need for alignment between the first joint portion 111 and the second joint portion 112 in the first step at the time of construction, thereby simplifying the construction work.

さらに、この壁構造では、図5及び図6に示すように、シート状の封止部材109によって、現場施工時に、第1目地部111の第1端部111Eと、第2目地部112の第2端部112Eとを封止する作業を容易に実施できる。その結果、止水性が向上するとともに、施工作業の簡素化を実現できる。   Further, in this wall structure, as shown in FIG. 5 and FIG. 6, the first end 111 </ b> E of the first joint 111 and the second end 112 The operation of sealing the two ends 112E can be easily performed. As a result, the water stopping performance is improved, and the construction work can be simplified.

さらに、この壁構造では、図2及び図7に示すように、左右方向において隣接する2つの外壁板2の間に接合部2Jが形成され、接合部2Jの下端の下方に図3に示す第1開口H1が位置している。この構成により、外壁板2の接合部2Jを伝って垂れる水をスムーズに第1開口H1に導くことができ、その水を第1開口H1から外部にスムーズに排出できる。その結果、その水が構造体8と外壁板2との間に一層滞留し難い。   Further, in this wall structure, as shown in FIGS. 2 and 7, a joint 2J is formed between two outer wall plates 2 adjacent in the left-right direction, and a lower portion shown in FIG. One opening H1 is located. With this configuration, water dripping along the joint 2J of the outer wall plate 2 can be smoothly guided to the first opening H1, and the water can be smoothly discharged to the outside from the first opening H1. As a result, the water hardly stays between the structure 8 and the outer wall plate 2.

また、この壁構造では、図2、図3及び図8に示すように、水抜き具70が第1隙間S1における第1目地部111の第1端部111Eと、第2目地部112の第2端部112Eとの間に配置されている。そして、水抜き具70の第2水抜き開口72及び第3水抜き開口73が第1開口H1と連通し、水抜き具70の第1水抜き開口71が外壁板2の表面2F側に開口している。このような水抜き具70によって、第1開口H1の外観を向上させることができる。また、第1開口H1を通過する水を外部にスムーズに排出でき、かつ風雨の吹き込みによる水の逆流を防止できる。   In addition, in this wall structure, as shown in FIGS. 2, 3 and 8, the drainage device 70 is connected to the first end 111E of the first joint 111 in the first gap S1 and the second end 112E of the second joint 112. It is arranged between the two ends 112E. The second drainage opening 72 and the third drainage opening 73 of the drainage device 70 communicate with the first opening H1, and the first drainage opening 71 of the drainage device 70 opens on the surface 2F side of the outer wall plate 2. are doing. The appearance of the first opening H1 can be improved by such a drainage device 70. Further, the water passing through the first opening H1 can be smoothly discharged to the outside, and the backflow of the water due to the blowing of wind and rain can be prevented.

(実施の形態2)
図10に示すように、実施の形態2の壁構造では、実施の形態1の壁構造に係る目板部材100の一部を変更した目板部材200を採用している。実施の形態2のその他の構成は、実施の形態1と同様である。このため、実施の形態1と同一の構成については同一の符号を付して、説明を省略又は簡略する。
(Embodiment 2)
As shown in FIG. 10, in the wall structure of the second embodiment, an eye panel member 200 in which a part of the eye panel member 100 according to the wall structure of the first embodiment is modified is employed. Other configurations of the second embodiment are the same as those of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and the description is omitted or simplified.

目板部材200では、実施の形態1の目板部材100に係る第1目地部111に第1傾斜面211Sを形成するように変更し、目板部材100に係る第2目地部112に第2傾斜面212Sを形成するように変更している。また、図10に二点鎖線で囲った領域201Aは、実施の形態1の目板部材100では切り欠かれていたが、あってもよいし、なくてもよい。図12に示すように目板部材100が一体成形される場合についても同様である。   In the panel member 200, the first joint 111 of the panel member 100 of the first embodiment is changed to form the first inclined surface 211 </ b> S, and the second joint 112 of the panel member 100 is changed to the second inclined surface 211 </ b> S. It is changed so as to form the inclined surface 212S. Further, although the region 201A surrounded by the two-dot chain line in FIG. 10 is notched in the eye panel member 100 of the first embodiment, it may or may not be present. The same applies to the case where the eye panel member 100 is integrally formed as shown in FIG.

第1目地部111及び第2目地部112における屋外方向の先端部分は、実施の形態1と同様に、外壁板2の下端2Dが上から当接可能な形状となっている。   Like the first embodiment, the distal end portions of the first joint portion 111 and the second joint portion 112 in the outdoor direction are shaped so that the lower end 2D of the outer wall plate 2 can contact from above.

第1傾斜面211Sは、第1目地部111の上を向く面における第2隙間S2の下方に位置する部分に形成されている。第1傾斜面211Sは、第1端部111Eまで左向きに下り傾斜している。   The first inclined surface 211S is formed at a portion located below the second gap S2 on the surface facing the first joint portion 111. The first inclined surface 211S is inclined leftward to the first end 111E.

第2傾斜面212Sは、第2目地部112の上を向く面における第2隙間S2の下方に位置する部分に形成されている。第2傾斜面212Sは、第2端部112Eまで右向きに下り傾斜している。   The second inclined surface 212S is formed in a portion located below the second gap S2 on the surface facing the second joint portion 112. The second inclined surface 212S is inclined downward to the right to the second end 112E.

このような目板部材200を採用する実施の形態2の壁構造では、構造体8と外壁板2との間に浸入した水が構造体8側から外壁板2の下端2Dまで延びた目地部110の上に滞留すると、その水は、目板部材200の第1目地部111に形成された第1傾斜面211Sと、第2目地部112に形成された第2傾斜面212Sとに案内されて第2開口H2にスムーズに流れる。   In the wall structure according to the second embodiment employing such a perforated panel member 200, the joint portion in which the water that has entered between the structural body 8 and the outer wall panel 2 extends from the structure 8 side to the lower end 2 </ b> D of the outer wall panel 2. When the water stays on the first joint portion 110, the water is guided by the first inclined surface 211S formed on the first joint portion 111 of the panel member 200 and the second inclined surface 212S formed on the second joint portion 112. And flows smoothly into the second opening H2.

したがって、実施の形態2の壁構造では、実施の形態1の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   Therefore, in the wall structure according to the second embodiment, similarly to the wall structure according to the first embodiment, it is possible to further improve the ability to discharge water that has entered between the structural body 8 and the outer wall plate 2 to the outside.

(実施の形態3)
図11に示すように、実施の形態3の壁構造では、実施の形態1の壁構造に係る1枚の目板部材100の代わりに、2枚の目板部材300L、300Rを採用している。実施の形態3のその他の構成は、実施の形態1と同様である。このため、実施の形態1と同一の構成については同一の符号を付して、説明を省略又は簡略する。
(Embodiment 3)
As shown in FIG. 11, in the wall structure of the third embodiment, instead of one sheet member 100 according to the wall structure of the first embodiment, two sheet members 300L and 300R are employed. . Other configurations of the third embodiment are the same as those of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and the description is omitted or simplified.

目板部材300L、300Rはそれぞれ、実施の形態1に係る固定片101及び目地部110を有している。目板部材300L、300Rは、左右方向において互いに離間する状態で、構造体8に取り付けられる。   Each of the eye panel members 300L and 300R has the fixing piece 101 and the joint part 110 according to the first embodiment. The perforated plate members 300L and 300R are attached to the structure 8 in a state where they are separated from each other in the left-right direction.

右方の目板部材300Rの目地部110は、第1目地部311を有している。左方の目板部材300Lの目地部110は、第2目地部312を有している。つまり、第1目地部311及び第2目地部312は、2枚の固定片101のそれぞれに備えられて、別体となっている。   The joint portion 110 of the right joint plate member 300R has a first joint portion 311. The joint portion 110 of the left joint plate member 300L has a second joint portion 312. That is, the first joint portion 311 and the second joint portion 312 are provided on each of the two fixing pieces 101 and are separate bodies.

第1目地部311と第2目地部312との左右方向の間隔は、実施の形態1と同様に、間隔W1に設定されている。第1目地部311と第2目地部312との左右方向の間隔W1により、実施の形態1と同様に、第1開口H1及び第2開口H2が形成される。   The space in the left-right direction between the first joint portion 311 and the second joint portion 312 is set to the space W1 as in the first embodiment. The first opening H1 and the second opening H2 are formed in the same manner as in the first embodiment by the horizontal distance W1 between the first joint portion 311 and the second joint portion 312.

右方の目板部材300Rの第1目地部311における第2目地部312と対向する端部は、第1端部311Eである。左方の目板部材300Lの第2目地部312における第1目地部311と対向する端部は、第2端部312Eである。このとき、対向する第1端部311Eと第2端部312Eとには、空隙が形成される。   The end of the first joint portion 311 of the right joint plate member 300R facing the second joint portion 312 is a first end portion 311E. An end of the second joint 312 of the left joint member 300L facing the first joint 311 is a second end 312E. At this time, a gap is formed between the opposing first end 311E and second end 312E.

シート状の封止部材109は、実施の形態1と同様に、三次元形状に引き延ばされながら目板部材300L、300Rと水切り部88の上面とに密着するように貼り付けられる。その結果、図示は省略するが、封止部材109により、第1端部311Eの空隙と第2端部312Eの空隙とがそれぞれ封止される。また、その封止部材109により、第1端部311Eと第2端部312Eとに、実施の形態1に係る側壁面113L、113Rと同様の側壁面が形成される。   As in the first embodiment, the sheet-shaped sealing member 109 is attached so as to be in close contact with the top plate members 300L and 300R and the upper surface of the drainer 88 while being stretched into a three-dimensional shape. As a result, although not shown, the sealing member 109 seals the gap at the first end 311E and the gap at the second end 312E. The sealing member 109 forms the same side wall surfaces as the side wall surfaces 113L and 113R according to the first embodiment at the first end 311E and the second end 312E.

このような目板部材300L、300Rを採用する実施の形態3の壁構造では、実施の形態1、2の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   In the wall structure according to the third embodiment that employs the perforated plate members 300L and 300R, similarly to the wall structures according to the first and second embodiments, water that has entered between the structural body 8 and the outer wall plate 2 is supplied to the outside. It is possible to realize a further improvement in the ability to discharge wastewater.

(実施の形態4)
図12に示すように、実施の形態4の壁構造では、実施の形態1の壁構造に係る1枚の目板部材100の第1端部111E及び第2端部112Eを板状片409、409によってそれぞれ封止して、シート状の封止部材109を無くしている。実施の形態4のその他の構成は、実施の形態1と同様である。このため、実施の形態1と同一の構成については同一の符号を付して、説明を省略又は簡略する。
(Embodiment 4)
As shown in FIG. 12, in the wall structure according to the fourth embodiment, the first end 111 </ b> E and the second end 112 </ b> E of one sheetboard member 100 according to the wall structure according to the first embodiment are formed into plate-shaped pieces 409, Each sheet is sealed by 409 to eliminate the sheet-shaped sealing member 109. Other configurations of the fourth embodiment are the same as those of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and the description is omitted or simplified.

板状片409、409は、目板部材100を製造する際に、折り曲げ加工やプレス加工等で形成される、目板部材100と一体のものである。なお、目板部材100とは別体に製造される樹脂製や金属製等の板状片409、409を第1端部111E及び第2端部112Eのそれぞれに接合して空隙を塞ぐようにしてもよい。   The plate-shaped pieces 409, 409 are integrated with the eye panel member 100 formed by bending or pressing when manufacturing the eye panel member 100. It should be noted that plate-like pieces 409, 409 made of resin or metal manufactured separately from the eye panel member 100 are respectively joined to the first end 111E and the second end 112E so as to close the gap. You may.

このような構成である実施の形態4の壁構造では、実施の形態1〜3の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   In the wall structure according to the fourth embodiment having such a configuration, similarly to the wall structures according to the first to third embodiments, the ability to discharge water that has entered between the structural body 8 and the outer wall plate 2 to the outside is further improved. Can be improved.

また、この壁構造では、現場施工時、シート状の封止部材109を貼り付ける手間を省略できるので、施工作業の簡素化を実現できる。   In addition, with this wall structure, the work of attaching the sheet-shaped sealing member 109 can be omitted during on-site construction, so that the construction work can be simplified.

(実施の形態5)
図13に示すように、実施の形態5の壁構造では、実施の形態3の壁構造に係る2枚の目板部材300L、300Rの第1端部311E及び第2端部312Eを板状片509、509によってそれぞれ封止して、シート状の封止部材109を無くしている。実施の形態5のその他の構成は、実施の形態1、3と同様である。このため、実施の形態1、3と同一の構成については同一の符号を付して、説明を省略又は簡略する。
(Embodiment 5)
As shown in FIG. 13, in the wall structure according to the fifth embodiment, the first end 311E and the second end 312E of the two eyeboard members 300L and 300R according to the wall structure according to the third embodiment are plate-like pieces. Sealing is performed by 509 and 509, respectively, and the sheet-shaped sealing member 109 is eliminated. Other configurations of the fifth embodiment are the same as those of the first and third embodiments. Therefore, the same components as those in the first and third embodiments are denoted by the same reference numerals, and description thereof will be omitted or simplified.

板状片509、509は、目板部材300L、300Rを製造する際に、折り曲げ加工やプレス加工等で形成される、目板部材300L、300Rと一体のものである。なお、目板部材300L、300Rとは別体に製造される樹脂製や金属製等の板状片509、509を第1端部311E及び第2端部312Eのそれぞれに接合して空隙を塞ぐようにしてもよい。   The plate-shaped pieces 509, 509 are integrated with the eye plate members 300L, 300R formed by bending or pressing when manufacturing the eye plate members 300L, 300R. It should be noted that plate-like pieces 509, 509 made of resin, metal, or the like manufactured separately from the eye panel members 300L, 300R are respectively joined to the first end 311E and the second end 312E to close the gap. You may do so.

このような構成である実施の形態5の壁構造では、実施の形態1〜4の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   In the wall structure of the fifth embodiment having such a configuration, similarly to the wall structures of the first to fourth embodiments, the ability to discharge water that has entered between the structural body 8 and the outer wall plate 2 to the outside is further improved. Can be improved.

また、この壁構造では、実施の形態4と同様に、現場施工時、シート状の封止部材109を貼り付ける手間を省略できるので、施工作業の簡素化を実現できる。   Further, in this wall structure, as in the fourth embodiment, the work of attaching the sheet-shaped sealing member 109 can be omitted at the time of on-site construction, so that the construction work can be simplified.

(実施の形態6)
図14及び図15に示すように、実施の形態6の壁構造では、実施の形態1における構造体8の柱材80が角筒状の鋼管である柱材680に変更されている。サッシ89は、柱材680における屋外方向を向く外面の下端部に固定されている。
(Embodiment 6)
As shown in FIGS. 14 and 15, in the wall structure of the sixth embodiment, the column member 80 of the structure 8 in the first embodiment is changed to a column member 680 which is a square tubular steel pipe. The sash 89 is fixed to the lower end of the outer surface of the pillar 680 facing the outdoor direction.

柱材680における屋外方向を向く外面には、横支持部材681が固定されている。横支持部材681は、左右方向に延びる金属製の型材である。目板部材100は、ねじ等の締結具によって、下端支持部材90と共に横支持部材681に固定されている。   A lateral support member 681 is fixed to an outer surface of the column member 680 facing the outdoor direction. The horizontal support member 681 is a metal mold extending in the left-right direction. The perforated plate member 100 is fixed to the lateral support member 681 together with the lower end support member 90 by fasteners such as screws.

図14では、3種類の下端支持部材90を例示している。下端支持部材90は、鋼板が断面略L字形状に折り曲げ加工とされてなる。下端支持部材90は、基板部95、突出部96及び係止片97を有している。   FIG. 14 illustrates three types of lower end support members 90. The lower end support member 90 is formed by bending a steel plate into a substantially L-shaped cross section. The lower end support member 90 has a substrate part 95, a protruding part 96, and a locking piece 97.

図15に示すように、目板部材100及び下端支持部材90が横支持部材681に固定された状態で、基板部95は、目板部材100の固定片101に屋外側から当接している。突出部96は、基板部95の下端から屋外方向に突出している。突出部96は、目板部材100の目地部110の上に位置して、目地部110よりも長く屋外方向に突出している。突出部96の屋外側端縁には、複数の係止片97が左右方向に所定の間隔を有して上向きに突出するように形成されている。   As shown in FIG. 15, in a state where the eye panel member 100 and the lower end support member 90 are fixed to the lateral support member 681, the board part 95 is in contact with the fixing piece 101 of the eye panel member 100 from the outdoor side. The protruding part 96 protrudes from the lower end of the substrate part 95 in the outdoor direction. The protruding portion 96 is located above the joint portion 110 of the joint plate member 100 and protrudes longer than the joint portion 110 in the outdoor direction. A plurality of locking pieces 97 are formed on the outdoor side edge of the protruding portion 96 so as to protrude upward at predetermined intervals in the left-right direction.

外壁板2の下端2Dには、複数のスリット2Sが左右方向に所定の間隔を有して外壁板2の下端2Dから上向きに凹むように形成されている。下端支持部材90の各係止片97が外壁板2の下端2Dの各スリット2Sに挿入されることにより、外壁板2が下端支持部材90を介して構造体8に取り付けられている。   A plurality of slits 2S are formed in the lower end 2D of the outer wall plate 2 so as to be recessed upward from the lower end 2D of the outer wall plate 2 at predetermined intervals in the left-right direction. By inserting each locking piece 97 of the lower end support member 90 into each slit 2S of the lower end 2D of the outer wall plate 2, the outer wall plate 2 is attached to the structure 8 via the lower end support member 90.

実施の形態6のその他の構成は、実施の形態1と同様である。このため、実施の形態1と同一の構成については同一の符号を付して、説明を省略又は簡略する。   Other configurations of the sixth embodiment are the same as those of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and the description is omitted or simplified.

図14に示す3種類の下端支持部材90のうち、上に図示する下端支持部材90(91)では、突出部96に切り欠き96Cが形成されている。下端支持部材90(91)を構造体8に固定する際、切り欠き96Cが第1端部111Eと第2端部112Eとの間に位置するように、すなわち、第2開口H2の上に位置するように、下端支持部材90(91)が構造体8に対して位置決めされる。   Of the three types of lower end support members 90 shown in FIG. 14, in the lower end support member 90 (91) shown above, a cutout 96C is formed in the protruding portion 96. When the lower end support member 90 (91) is fixed to the structure 8, the notch 96C is positioned between the first end 111E and the second end 112E, that is, above the second opening H2. So that the lower end support member 90 (91) is positioned with respect to the structure 8.

図14に示す3種類の下端支持部材90のうち、中央に図示する下端支持部材90(92)では、突出部96に、複数の貫通穴96Hが左右方向に所定の間隔を有して貫設されている。下端支持部材90(92)を構造体8に固定する際、少なくとも1つの貫通穴96Hが第1端部111Eと第2端部112Eとの間に位置するように、すなわち、第2開口H2の上に位置するように、下端支持部材90(92)が構造体8に対して位置決めされる。   Of the three types of lower end support members 90 shown in FIG. 14, in the lower end support member 90 (92) shown in the center, a plurality of through holes 96H are provided in the protrusion 96 at predetermined intervals in the left-right direction. Have been. When the lower end support member 90 (92) is fixed to the structure 8, at least one through hole 96H is positioned between the first end 111E and the second end 112E, that is, the second opening H2 is closed. The lower end support member 90 (92) is positioned with respect to the structure 8 so as to be positioned above.

図14に示す3種類の下端支持部材90のうち、下に図示する2枚の下端支持部材90(93、93)は、同じ部材であって、左右方向において互いに離間するように配置される。下端支持部材90(93、93)を構造体8に固定する際、右方の下端支持部材90(93)の突出部96と、左方の下端支持部材90(93)の突出部96との隙間93Sが第1端部111Eと第2端部112Eとの間に位置するように、すなわち、第2開口H2の上に位置するように、下端支持部材90(93、93)が構造体8に対して位置決めされる。   Of the three types of lower end support members 90 shown in FIG. 14, two lower end support members 90 (93, 93) shown below are the same member and are arranged so as to be separated from each other in the left-right direction. When fixing the lower end support members 90 (93, 93) to the structure 8, the protrusion 96 of the right lower end support member 90 (93) and the protrusion 96 of the left lower end support member 90 (93) are formed. The lower end support members 90 (93, 93) are structured so that the gap 93S is located between the first end 111E and the second end 112E, that is, above the second opening H2. Is positioned with respect to

このような構成である実施の形態6の壁構造では、実施の形態1〜5の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   In the wall structure of the sixth embodiment having such a configuration, similarly to the wall structures of the first to fifth embodiments, the ability to discharge the water that has entered between the structural body 8 and the outer wall plate 2 to the outside is further improved. Can be improved.

また、この壁構造では、構造体8と外壁板2との間に浸入した水が下端支持部材90の突出部96に到達すると、その水を下端支持部材90(91)の切り欠き96C、下端支持部材90(92)の貫通穴96H、又は下端支持部材90(93、93)の隙間93Sによって、第2開口H2にスムーズに導くことができる。   Further, in this wall structure, when the water that has entered between the structure 8 and the outer wall plate 2 reaches the protruding portion 96 of the lower end support member 90, the water is supplied to the notch 96C of the lower end support member 90 (91). The through hole 96H of the support member 90 (92) or the gap 93S of the lower end support member 90 (93, 93) can smoothly guide the second opening H2.

さらに、この壁構造では、外壁板2が下端支持部材90を介して構造体8に取り付けられる構成により、第1目地部111及び第2目地部112が外壁板2の下端2Dを直接支持しない。このため、第1目地部111及び第2目地部112の変形を抑制でき、また、第1開口H1及び第2開口H2の変形を抑制できる。その結果、この壁構造では、構造体8と外壁板2との間に浸入した水を外部に排出する能力のより一層の向上を実現できる。   Furthermore, in this wall structure, the first joint portion 111 and the second joint portion 112 do not directly support the lower end 2D of the outer wall plate 2 because the outer wall plate 2 is attached to the structure 8 via the lower end support member 90. Therefore, the deformation of the first joint portion 111 and the second joint portion 112 can be suppressed, and the deformation of the first opening H1 and the second opening H2 can be suppressed. As a result, with this wall structure, it is possible to further improve the ability to discharge water that has entered between the structure 8 and the outer wall plate 2 to the outside.

(実施の形態7)
図16に示すように、実施の形態7の壁構造では、実施の形態1の壁構造に係る目板部材100の左右両端部110L、110Rと、水切り部88の左右両端部88L、88Rとの位置関係を以下のように設定している。実施の形態7のその他の構成は、実施の形態1と同様である。このため、実施の形態1と同一の構成については同一の符号を付して、説明を省略又は簡略する。
(Embodiment 7)
As shown in FIG. 16, in the wall structure of the seventh embodiment, the left and right ends 110L and 110R of the perforated panel member 100 and the left and right ends 88L and 88R of the drainer 88 according to the wall structure of the first embodiment. The positional relationship is set as follows. Other configurations of the seventh embodiment are the same as those of the first embodiment. Therefore, the same components as those in the first embodiment are denoted by the same reference numerals, and the description is omitted or simplified.

実施の形態7の壁構造では、左右方向において、目地部110の右端部110Rは、水切り部88の右端部88Rと一致する位置にある。目地部110の右端部110Rは「目地部の一方の端部」の一例であり、水切り部88の右端部88Rは「水切り部の一方の端部」の一例である。   In the wall structure according to the seventh embodiment, the right end 110R of the joint portion 110 is located at the position corresponding to the right end 88R of the draining portion 88 in the left-right direction. The right end 110R of the joint 110 is an example of “one end of the joint”, and the right end 88R of the drain 88 is an example of “one end of the drain”.

また、左右方向において、目地部110の左端部110Lは、水切り部88の左端部88Lを超える位置にある。目地部110の左端部110Lは「目地部の一方の端部」の一例であり、水切り部88の左端部88Lは「水切り部の一方の端部」の一例である。   In the left-right direction, the left end 110L of the joint 110 is located beyond the left end 88L of the drainage unit 88. The left end 110L of the joint 110 is an example of “one end of the joint”, and the left end 88L of the drain 88 is an example of “one end of the drain”.

このような構成である実施の形態7の壁構造では、実施の形態1〜6の壁構造と同様に、構造体8と外壁板2との間に浸入した水を外部に排出する能力の一層の向上を実現できる。   In the wall structure according to the seventh embodiment having such a configuration, similarly to the wall structures according to the first to sixth embodiments, the ability to discharge water that has entered between the structural body 8 and the outer wall plate 2 to the outside is further improved. Can be improved.

また、この壁構造では、目板部材100の左右両端部110L、110Rと、水切り部88の左右両端部88L、88Rとの位置関係が上記のように設定されていることにより、目板部材100の目地部110に到達した水が左右両端部110L、110Rから下方に垂れるときに、その水を水切り部88の上面から外れた位置に垂れさせることができる。その結果、この壁構造では、水切り部88の下面側に水が回り込むことをより確実に抑制できる。   In this wall structure, the positional relationship between the left and right end portions 110L and 110R of the eye panel member 100 and the left and right end portions 88L and 88R of the draining portion 88 is set as described above. When the water that has reached the joint portion 110 of the drainage portion 110L falls downward from the left and right end portions 110L and 110R, the water can be dropped to a position off the upper surface of the drainage portion 88. As a result, in this wall structure, it is possible to more reliably suppress the water from flowing to the lower surface side of the drainer 88.

以上において、本発明の形態を実施の形態1〜7に即して説明したが、本発明の形態は上記実施の形態1〜7に制限されるものではなく、その趣旨を逸脱しない範囲で適宜変更して適用できることはいうまでもない。   In the above, the embodiments of the present invention have been described with reference to the first to seventh embodiments. However, the embodiments of the present invention are not limited to the above-described first to seventh embodiments. Needless to say, it can be changed and applied.

例えば、目板部材は、実施の形態1〜3等に係る目板部材100、200、300L、300Rには限定されず、どのような構成であってもよい。例えば、図17に示すように固定片101及び目地部110を有する長尺の目板部材800を用意し、目板部材800の一部に切り欠き加工や折り曲げ加工等を施したり、目板部材800を複数に分割したりすることにより、実施の形態1〜7に係る目板部材100、200、300L、300Rを容易に製造できる。   For example, the eye panel member is not limited to the eye panel members 100, 200, 300L, and 300R according to Embodiments 1 to 3 and the like, and may have any configuration. For example, as shown in FIG. 17, a long perforated plate member 800 having a fixing piece 101 and a joint portion 110 is prepared, and a part of the perforated plate member 800 is subjected to a notch process, a bending process, or the like. By dividing the 800 into a plurality, the eye panel members 100, 200, 300L, and 300R according to Embodiments 1 to 7 can be easily manufactured.

壁材の接合部は、実施の形態1等に係る外壁板2の接合部2Jには限定されない。例えば、実施の形態1等に係る外壁板2の接合部2Jの代わりに、図18の(a)〜(c)に示す外壁板2の接合部2J1、2J2、2J3を採用することもできる。具体的には、図18(a)に示す接合部2J1では、外壁板2の表側左右接合部21と裏側左右接合部22との間に、断面略クランク形状の支持部材981と、充填部材981Aとが配置されている。また、図18(b)に示す接合部2J2では、外壁板2の左右両端に表側左右接合部21、21が形成され、両表側左右接合部21、21の間に、断面略ハット形状の支持部材982と、充填部材982Aとが配置されている。さらに、図18(c)に示す接合部2J3では、外壁板2の左端に表側左右接合部21が形成され、外壁板2の右端に平坦面が形成され、表側左右接合部21と平坦面の間に、断面略ハット形状の支持部材983と、充填部材983Aとが配置されている。充填部材981A、982A、983Aは、接合部2J1、2J2、2J3へ水が入ることを防ぐために配置されているものであり、例えば、ゴム、エラストマ、発泡体等である。また、充填部材981A、982A、983Aをなくした構成としてもよい。   The joint of the wall material is not limited to the joint 2J of the outer wall plate 2 according to the first embodiment and the like. For example, instead of the joint 2J of the outer wall plate 2 according to Embodiment 1 or the like, the joints 2J1, 2J2, 2J3 of the outer wall plate 2 shown in FIGS. Specifically, in the joint 2J1 shown in FIG. 18A, a support member 981 having a substantially crank-shaped cross section and a filling member 981A are provided between the front left / right joint 21 and the rear left / right joint 22 of the outer wall plate 2. And are arranged. In the joint 2J2 shown in FIG. 18B, front left and right joints 21, 21 are formed at the left and right ends of the outer wall plate 2, and a substantially hat-shaped cross section is provided between the front left and right joints 21, 21. A member 982 and a filling member 982A are arranged. Further, in the joint 2J3 shown in FIG. 18C, a front left / right joint 21 is formed at the left end of the outer wall plate 2, a flat surface is formed at the right end of the outer wall plate 2, and the front left / right joint 21 and the flat surface are formed. A support member 983 having a substantially hat-shaped cross section and a filling member 983A are arranged therebetween. The filling members 981A, 982A, 983A are arranged to prevent water from entering the joints 2J1, 2J2, 2J3, and are, for example, rubber, elastomer, foam, or the like. Further, a configuration in which the filling members 981A, 982A, and 983A are eliminated may be employed.

実施の形態1等では、第1目地部111の第1端部111Eと、第2目地部112の第2端部112Eとは、ストレッチテープ(登録商標)等であるシート状の封止部材109によって封止されているがこの構成には限定されない。例えば、第1端部111E及び第2端部112Eが予めテープ等で封止されていてもよい。   In the first embodiment and the like, the first end 111E of the first joint 111 and the second end 112E of the second joint 112 are formed of a sheet-like sealing member 109 such as a stretch tape (registered trademark). , But is not limited to this configuration. For example, the first end 111E and the second end 112E may be previously sealed with a tape or the like.

実施の形態1等では、水抜き具70が隣接する外壁板2同士の上下方向に延びる接合部2Jの下方に配置されているがこの構成には限定されない。水抜き具は、隣接する外壁板2同士の上下方向に延びる接合部から左右方向に離れた位置に配置されていてもよい。さらに、外壁板2から表側左右接合部21及び裏側左右接合部22を無くした構成も本発明に含まれる。   In the first embodiment and the like, the drainage device 70 is arranged below the vertically extending joint 2J between the adjacent outer wall plates 2, but is not limited to this configuration. The drainage device may be arranged at a position separated in the left-right direction from a joint extending vertically between the adjacent outer wall plates 2. Further, the present invention includes a configuration in which the front side left and right joints 21 and the back side left and right joints 22 are eliminated from the outer wall plate 2.

8…構造体
88…水切り部
S1…第1隙間
S2…第2隙間
2…壁材(外壁板)
100、200、300L、300R…目板部材
101…固定片
110…目地部
111…第1目地部
112…第2目地部
W1…第1目地部と第2目地部との間隔
2F…壁材の表面
H1…第1開口
2B…壁材の裏面
H2…第2開口
111E…第1端部
112E…第2端部
113L、113R…側壁面
110L、110R…目地部の一方の端部(110L…目地部の左端部、110R…目地部の右端部)
88L、88R…水切り部の一方の端部(88L…水切り部の左端部、88R…水切り部の右端部)
109…封止部材
2S…スリット
97…係止片
90…下端支持部材
2D…壁材の下端(外壁板の下端)
2J…接合部
70…水抜き具
8 Structure 88 Draining part S1 First gap S2 Second gap 2 Wall material (outer wall plate)
100, 200, 300L, 300R ... board member 101 ... fixing piece 110 ... joint part 111 ... first joint part 112 ... second joint part W1 ... interval between the first joint part and second joint part 2F ... wall material Front surface H1 First opening 2B Back surface of wall material H2 Second opening 111E First end 112E Second end 113L, 113R Side wall surface 110L, 110R One end of joint (110L joint) Left end of the part, 110R ... right end of the joint)
88L, 88R: One end of the draining section (88L: Left end of the draining section, 88R: Right end of the draining section)
109: sealing member 2S: slit 97: locking piece 90: lower end support member 2D: lower end of wall material (lower end of outer wall plate)
2J ... Joint 70 ... Drainage tool

Claims (9)

構造体と、
前記構造体に取り付けられた水切り部と、
前記水切り部の上面との間に第1隙間を有し、かつ前記構造体との間に第2隙間を有して前記構造体に取り付けられた壁材と、
前記水切り部の前記上面に配置された目板部材と、を備えた壁構造であって、
前記目板部材は、
前記構造体に取り付けられる固定片と、
前記水切り部の前記上面に配置され、前記壁材に沿って延び、少なくとも一部が前記構造体側から前記第1隙間に進入する目地部と、を有し、
前記目地部は、前記水切り部が前記壁材に沿って延びる方向において互いに離間した第1目地部及び第2目地部を有し、
前記第1目地部と前記第2目地部との間隔により、前記第1隙間に位置して前記壁材の表面側に開口する第1開口と、前記第2隙間に位置して前記壁材の裏面と前記構造体との間に開口する第2開口と、が形成されており、
前記第1目地部における前記第2目地部と対向する第1端部と、前記第2目地部における前記第1目地部と対向する第2端部とは、それぞれ封止され、前記第1開口と前記第2開口とを連通させる側壁面が形成されていることを特徴とする壁構造。
A structure,
A drainer attached to the structure,
A wall member having a first gap with the upper surface of the draining portion, and a wall member attached to the structure with a second gap between the wall and the structure;
A wall member disposed on the upper surface of the drainer, and a wall structure,
The eye plate member,
A fixing piece attached to the structure,
A joint that is arranged on the upper surface of the drainer, extends along the wall material, and at least partially enters the first gap from the structure side;
The joint has a first joint and a second joint separated from each other in a direction in which the draining portion extends along the wall material,
The distance between the first joint portion and the second joint portion is defined by a first opening located in the first gap and opening to the front surface side of the wall material, A second opening that opens between the back surface and the structure,
A first end of the first joint facing the second joint and a second end of the second joint facing the first joint are sealed, and the first opening is closed. A side wall surface that communicates with the second opening.
前記固定片は、平板状であり、前記水切り部の上方に向かって延びている請求項1記載の壁構造。   The wall structure according to claim 1, wherein the fixing piece has a flat plate shape and extends upward from the draining portion. 前記第1目地部及び前記第2目地部は、前記固定片に一体に形成されている請求項1記載の壁構造。   The wall structure according to claim 1, wherein the first joint portion and the second joint portion are formed integrally with the fixing piece. 前記水切り部が前記壁材に沿って延びる方向において、前記目地部の一方の端部は、前記水切り部の一方の端部と一致する位置、又は前記水切り部の前記一方の端部を超える位置にある請求項1記載の壁構造。   In the direction in which the drainage portion extends along the wall material, one end of the joint portion is located at a position coinciding with one end of the drainage portion, or at a position beyond the one end of the drainage portion. The wall structure according to claim 1, wherein 前記第1目地部の前記第1端部と、前記第2目地部の前記第2端部とは、封止部材によって封止されている請求項1記載の壁構造。   The wall structure according to claim 1, wherein the first end of the first joint and the second end of the second joint are sealed by a sealing member. 前記壁材の下端には、スリットが形成され、
前記壁材は、前記スリットに挿入可能な係止片を有するとともに前記固定片に固定可能な下端支持部材を介して、前記構造体に取り付けられている請求項1記載の壁構造。
A slit is formed at the lower end of the wall material,
The wall structure according to claim 1, wherein the wall member has a locking piece that can be inserted into the slit and is attached to the structure via a lower end support member that can be fixed to the fixing piece.
前記水切り部が前記壁材に沿って延びる方向において隣接する2つの前記壁材の間には、上下方向に延びる接合部が形成され、
前記第1開口は、前記接合部の下端の下方に位置している請求項1記載の壁構造。
A joining portion extending in the up-down direction is formed between two wall materials adjacent in the direction in which the drainage portion extends along the wall material,
The wall structure according to claim 1, wherein the first opening is located below a lower end of the joint.
前記第1隙間における前記第1目地部の前記第1端部と、前記第2目地部の前記第2端部との間に配置され、前記第1開口と連通する水抜き具をさらに備えている請求項1記載の壁構造。   A drainage tool disposed between the first end of the first joint in the first gap and the second end of the second joint, and communicating with the first opening; The wall structure according to claim 1. 構造体と、
前記構造体に取り付けられた水切り部と、
前記水切り部の上面との間に第1隙間を有し、かつ前記構造体との間に第2隙間を有して前記構造体に取り付けられた壁材と、
前記水切り部の前記上面に配置された目板部材と、を備えた壁の施工方法であって、
前記目板部材は、
前記構造体に取り付けられる固定片と、
前記水切り部の前記上面に配置され、前記壁材に沿って延び、少なくとも一部が前記構造体側から前記第1隙間に進入する目地部と、を有し、
前記固定片を前記構造体に固定し、かつ前記目地部を前記水切り部の前記上面に配置する第1工程と、
前記壁材を前記構造体に取り付けて、前記壁材と前記水切り部との間に前記第1隙間を形成し、かつ前記壁材と前記構造体との間に前記第2隙間を形成する第2工程と、を備え、
前記第1工程において、
前記目地部は、前記水切り部が前記壁材に沿って延びる方向において互いに離間した第1目地部及び第2目地部を有し、
前記第1目地部と前記第2目地部との間隔により、前記第1隙間に位置して前記壁材の表面側に開口する第1開口と、前記第2隙間に位置して前記壁材の裏面と前記構造体との間に開口する第2開口と、を形成し、
前記第1目地部における前記第2目地部と対向する第1端部と、前記第2目地部における前記第1目地部と対向する第2端部と、をそれぞれ封止し、
前記第1端部と前記第2端部とに、前記第1開口と前記第2開口とを連通させる側壁面を形成することを特徴とする壁の施工方法。
A structure,
A drainer attached to the structure,
A wall member having a first gap with the upper surface of the draining portion, and a wall member attached to the structure with a second gap between the wall and the structure;
A board member disposed on the upper surface of the drainer, and a method for constructing a wall comprising:
The eye plate member,
A fixing piece attached to the structure,
A joint that is arranged on the upper surface of the drainer, extends along the wall material, and at least partially enters the first gap from the structure side;
A first step of fixing the fixing piece to the structure, and arranging the joint portion on the upper surface of the drain portion;
Attaching the wall material to the structure, forming the first gap between the wall material and the drain portion, and forming the second gap between the wall material and the structure; And two steps,
In the first step,
The joint has a first joint and a second joint separated from each other in a direction in which the draining portion extends along the wall material,
The distance between the first joint portion and the second joint portion is defined by a first opening that is located in the first gap and opens to the surface side of the wall material, and a first opening that is located in the second gap and that is formed by the wall material. Forming a second opening between the back surface and the structure,
Sealing a first end of the first joint facing the second joint and a second end of the second joint facing the first joint;
A method for constructing a wall, comprising: forming a side wall surface connecting the first opening and the second opening at the first end and the second end.
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