JP2018119379A - External wall joint structure - Google Patents

External wall joint structure Download PDF

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JP2018119379A
JP2018119379A JP2017013543A JP2017013543A JP2018119379A JP 2018119379 A JP2018119379 A JP 2018119379A JP 2017013543 A JP2017013543 A JP 2017013543A JP 2017013543 A JP2017013543 A JP 2017013543A JP 2018119379 A JP2018119379 A JP 2018119379A
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wall
water
joint
side end
end surface
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JP6832722B2 (en
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勝 堀
Masaru Hori
勝 堀
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Toyota Housing Corp
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Toyota Housing Corp
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Abstract

PROBLEM TO BE SOLVED: To provide external wall joint structure that can hardly reduce water cut-off performance even when moving a plate constructing the wall.SOLUTION: External wall joint structure comprises: a plate-like first exterior wall material (an exterior wall panel 12A) where a groove part 14 is formed, in which a groove face 14A inclines along a side end face; a plate-like second exterior wall material (an exterior wall panel 12B) where a projection 16 is formed, which engages the groove part 14 at a side end face opposed to the side end face of the first exterior wall material; and a longitudinal joint water cut-off member 52 which is made of an elastic material, placed between the groove face 14A and the projection 16 with it compressed therebetween, and cuts off the water between outside and inside of the first exterior wall material and the second exterior wall material.SELECTED DRAWING: Figure 2

Description

本発明は、外壁目地構造に関する。   The present invention relates to an outer wall joint structure.

下記特許文献1には、外壁パネルの縦目地にバックアップ材を挿入してシーリング材を充填した外壁目地構造が開示されている。   Patent Document 1 below discloses an outer wall joint structure in which a backup material is inserted into a vertical joint of an outer wall panel and filled with a sealing material.

特開2003−239491号公報JP 2003-239491 A

上記特許文献1の外壁目地構造では、地震時などに外壁パネルが動いた場合、シーリング材と外壁パネルとの接合面が破断する可能性がある。このような場合、シーリング材による止水性能が低下し、破断した接合面から外壁パネルの屋内側へ雨水が浸入する虞がある。   In the outer wall joint structure of Patent Document 1 described above, when the outer wall panel moves during an earthquake or the like, the joint surface between the sealing material and the outer wall panel may break. In such a case, the water stop performance by the sealing material is deteriorated, and rainwater may enter the indoor side of the outer wall panel from the fractured joint surface.

本発明は上記事実を考慮して、壁を構成する板材が動いても止水性能が低下しにくい外壁目地構造を提供することを目的とする。   In view of the above facts, an object of the present invention is to provide an outer wall joint structure in which the water stop performance is hardly deteriorated even if a plate material constituting the wall moves.

第1態様の外壁目地構造は、溝壁が傾斜した溝部が側端面に沿って形成された板状の第1外壁材と、前記溝部に係合する突条が前記側端面と対向する側端面に沿って形成された板状の第2外壁材と、弾性材料によって構成され、前記溝壁と前記突条との間に圧縮された状態で配置され、前記第1外壁材及び前記第2外壁材の外側と内側との間を止水する縦目地止水部材と、
を備えている。
The outer wall joint structure according to the first aspect includes a plate-like first outer wall material in which a groove portion having an inclined groove wall is formed along a side end surface, and a side end surface in which a protrusion engaging with the groove portion faces the side end surface. A plate-like second outer wall material formed along the elastic material, and arranged in a compressed state between the groove wall and the protrusion, and the first outer wall material and the second outer wall. A vertical joint water-stopping member that stops water between the outside and inside of the material,
It has.

第1態様の外壁目地構造によると、第1外壁材の側端面に沿って形成された溝部の溝壁が傾斜している。そして、この傾斜した溝壁と、第2外壁材の側端面に沿って形成された突条との間に、弾性材料によって構成された縦目地止水部材が圧縮されて配置されている。   According to the outer wall joint structure of the first aspect, the groove wall of the groove formed along the side end surface of the first outer wall material is inclined. And the vertical joint water stop member comprised with the elastic material is compressed and arrange | positioned between this inclined groove wall and the protrusion formed along the side end surface of the 2nd outer wall material.

これにより、第1外壁材又は第2外壁材の少なくとも一方が、互いの側端面が離れる方向(第1外壁材を正面視して左右方向)へ動いたとき、あるいは、互いの側端面がずれる方向(第1外壁材を正面視して前後方向)へ動いたときのいずれにおいても、圧縮された縦目地止水部材が元の状態に近づくことにより溝壁及び突条と接触した状態が維持されるので、縦目地止水部材と、溝壁及び突条との間に隙間が生じにくい。このため、第1外壁材及び第2外壁材の外側と内側との間の止水性能が低下しにくい。なお、「外側」とは屋外側の空間を指し、「内側」とは屋内側の空間を指す。   As a result, when at least one of the first outer wall material or the second outer wall material moves in a direction in which the side end surfaces of the first outer wall member and the second outer wall member separate from each other (in the left-right direction when the first outer wall member is viewed from the front), or the side end surfaces of each other shift. In any case when moving in the direction (front-rear direction when the first outer wall material is viewed from the front), the compressed vertical joint water-stopping member approaches the original state, and the state in contact with the groove wall and the ridge is maintained. Therefore, a gap is hardly generated between the vertical joint water-stopping member, the groove wall, and the protrusion. For this reason, the water stop performance between the outer side and the inner side of the first outer wall material and the second outer wall material is unlikely to deteriorate. “Outside” refers to the outdoor space, and “inside” refers to the indoor space.

第2態様の外壁目地構造は、溝部が側端面に沿って形成された板状の第1外壁材と、前記溝部に係合する突条が前記側端面と対向する側端面に沿って形成された板状の第2外壁材と、弾性材料によって構成され、前記第1外壁材における前記側端面と前記第2外壁材における前記側端面との間に圧縮された状態で配置され、前記第1外壁材及び前記第2外壁材の外側と内側との間を止水する縦目地止水部材と、を備えている。
In the outer wall joint structure of the second aspect, a plate-like first outer wall material in which the groove portion is formed along the side end surface, and a protrusion that engages with the groove portion is formed along the side end surface facing the side end surface. A plate-like second outer wall material and an elastic material, and arranged in a compressed state between the side end surface of the first outer wall material and the side end surface of the second outer wall material, And a vertical joint water-stopping member that stops water between the outside and the inside of the outer wall material and the second outer wall material.

第2態様の外壁目地構造によると、前記第1外壁材における前記側端面と前記第2外壁材における前記側端面との間に、弾性材料によって構成された縦目地止水部材が圧縮されて配置されている。   According to the outer wall joint structure of the second aspect, a vertical joint water-stopping member made of an elastic material is compressed and disposed between the side end surface of the first outer wall member and the side end surface of the second outer wall member. Has been.

これにより、第1外壁材又は第2外壁材の少なくとも一方が、互いの側端面が離れる方向(第1外壁材を正面視して左右方向)へ動いたとき、圧縮された縦目地止水部材が元の状態に近づくことにより第1外壁材の側端面および第2外壁材の側端面と接触した状態が維持されるので、縦目地止水部材と、第1外壁材の側端面および第2外壁材の側端面との間に隙間が生じにくい。また、互いの側端面がずれる方向(第1外壁材を正面視して前後方向)へ動いたときにおいても、縦目地止水部材の圧縮状態は維持されるため、縦目地止水部材と、第1外壁材の側端面および第2外壁材の側端面との間に隙間が生じにくい。このため、第1外壁材及び第2外壁材の外側と内側との間の止水性能が低下しにくい。   Thereby, when at least one of the first outer wall member or the second outer wall member moves in a direction in which the side end surfaces of the first outer wall member and the second outer wall member separate from each other (left and right direction when the first outer wall member is viewed from the front), Since the state which contacted the side end surface of the 1st outer wall material and the side end surface of the 2nd outer wall material is maintained by approaching the original state, a vertical joint water stop member, the side end surface of the 1st outer wall material, and 2nd It is difficult for a gap to be formed between the side wall surfaces of the outer wall material. In addition, even when moving in the direction in which the side end faces deviate from each other (front-back direction when the first outer wall material is viewed from the front), the vertical joint water-stopping member is maintained in a compressed state. A gap is unlikely to occur between the side end surface of the first outer wall material and the side end surface of the second outer wall material. For this reason, the water stop performance between the outer side and the inner side of the first outer wall material and the second outer wall material is unlikely to deteriorate.

第3態様の外壁目地構造は、前記第1外壁材及び前記第2外壁材の下方に形成された横目地に配置され、前記縦目地止水部材を伝って流れた流水を受け止めて前記外側へ流す水受け部材を備えている。   The outer wall joint structure of the third aspect is disposed on a horizontal joint formed below the first outer wall member and the second outer wall member, receives the flowing water that has flowed through the vertical joint water-stopping member, and moves outward. A water receiving member is provided.

第3態様の外壁目地構造によると、第1外壁材及び第2外壁材の間の縦目地において縦目地止水部材を伝って流れた雨水が、水受け部材によって受け止められて、外側(屋外側の空間)へ流される。これにより、縦目地から横目地へ流れた雨水が横目地を伝って内側(屋内側の空間)へ浸入しにくい。   According to the outer wall joint structure of the third aspect, rainwater that has flowed along the vertical joint water-stopping member at the vertical joint between the first outer wall member and the second outer wall member is received by the water receiving member, and the outside (outdoor side) ). This makes it difficult for rainwater that has flowed from the vertical joint to the horizontal joint to enter the inside (indoor side space) through the horizontal joint.

第4態様の外壁目地構造は、前記水受け部材は、平面視で前記縦目地止水部材の屋内側に配置された水受け部と、前記水受け部の両端から屋外側に向かって延出された導水部と、を備えている。   In the outer wall joint structure of the fourth aspect, the water receiving member has a water receiving portion disposed on the indoor side of the vertical joint water-stopping member in plan view, and extends from both ends of the water receiving portion toward the outdoor side. A water guide portion.

第4態様の外壁目地構造によると、第1外壁材及び第2外壁材の間の縦目地において縦目地止水部材を伝って流れた雨水が、水受け部によって止水される。また、水受け部によって止水された雨水は、導水部に沿って横目地の屋外側へ流れる。   According to the outer wall joint structure of the fourth aspect, rainwater that flows along the vertical joint water-stopping member at the vertical joint between the first outer wall member and the second outer wall member is stopped by the water receiving portion. Moreover, the rainwater stopped by the water receiving part flows to the outdoor side of the horizontal joint along the water guiding part.

これにより、第1外壁材及び第2外壁材の間の縦目地の下方にさらに縦目地がある場合、水受け部によって止水された雨水は、この縦目地を伝って下方へ流れる。又は、導水部に沿って横目地の屋外側へ流れる。   Thereby, when there is a vertical joint further below the vertical joint between the first outer wall member and the second outer wall member, the rainwater stopped by the water receiving portion flows downward along the vertical joint. Or it flows to the outdoor side of the horizontal joint along the water guide.

また、第1外壁材及び第2外壁材の間の縦目地の下方に縦目地がない場合、水受け部によって止水された雨水は、導水部に沿って横目地の屋外側へ流れる。   Moreover, when there is no vertical joint below the vertical joint between the first outer wall member and the second outer wall member, rainwater stopped by the water receiving portion flows to the outdoor side of the horizontal joint along the water guide portion.

第5態様の外壁目地構造は、前記水受け部材は、前記水受け部及び前記導水部によって囲まれる部分に底板が形成され、前記導水部の外側面に、前記横目地に沿って配置された横目地止水部材の端面が突き付けられている。   In the outer wall joint structure of the fifth aspect, the water receiving member has a bottom plate formed in a portion surrounded by the water receiving portion and the water guide portion, and is disposed on the outer surface of the water guide portion along the horizontal joint. The end surface of the horizontal joint waterproof member is abutted.

第5態様の外壁目地構造によると、水受け部材には、水受け部及び導水部によって囲まれる部分に底板が形成されているため、水受け部材の下方に雨水が流れにくい。これにより、水受け部によって止水された雨水は、導水部に沿って屋外側へ流れる。さらに導水部の外側面に横目地止水部材の端面が突き付けられているため、導水部に沿って屋外側へ流れた雨水が、導水部の外側から屋内側へ流れることが抑制される。   According to the joint structure of the outer wall of the fifth aspect, since the bottom plate is formed on the water receiving member at the portion surrounded by the water receiving portion and the water guiding portion, it is difficult for rainwater to flow below the water receiving member. Thereby, the rainwater stopped by the water receiving part flows to the outdoor side along the water guiding part. Furthermore, since the end face of the horizontal joint water-stopping member is abutted against the outer surface of the water guide portion, rainwater that flows to the outdoor side along the water guide portion is suppressed from flowing from the outside of the water guide portion to the indoor side.

第1態様の外壁目地構造によると、壁を構成する板材が動いても止水性能が低下しにくい。   According to the joint structure of the outer wall of the first aspect, the water stop performance is not easily lowered even if the plate material constituting the wall moves.

第2態様の外壁目地構造によると、壁を構成する板材が動いても止水性能が低下しにくい。   According to the joint structure of the outer wall of the second aspect, the water stopping performance is not easily lowered even if the plate material constituting the wall moves.

第3態様の外壁目地構造によると、縦目地から横目地へ流れた雨水が、横目地から屋内側へ浸入することを抑制できる。   According to the outer wall joint structure of the third aspect, rainwater flowing from the vertical joint to the horizontal joint can be prevented from entering the indoor side from the horizontal joint.

第4態様の外壁目地構造によると、縦目地から横目地へ流れた雨水を、下方の縦目地又は横目地の屋外側へ流すことができる。   According to the outer wall joint structure of the fourth aspect, rainwater that has flowed from the vertical joint to the horizontal joint can flow to the lower vertical joint or the outdoor side of the horizontal joint.

第5態様の外壁目地構造によると、横目地の下方に縦目地がない場合においても、縦目地から横目地へ流れた雨水が、横目地から屋内側へ浸入することを抑制できる。   According to the outer wall joint structure of the fifth aspect, even when there is no vertical joint below the horizontal joint, rainwater flowing from the vertical joint to the horizontal joint can be prevented from entering the indoor side from the horizontal joint.

本発明の第1実施形態に係る外壁目地構造が適用された壁体を示す部分立面図である。It is a partial elevation view which shows the wall body to which the outer wall joint structure concerning 1st Embodiment of this invention was applied. 本発明の第1、第2実施形態に係る外壁目地構造における縦目地の構成を示す、図1、図5における2−2線断面図である。FIG. 6 is a cross-sectional view taken along line 2-2 in FIGS. 1 and 5, showing a configuration of vertical joints in the outer wall joint structure according to the first and second embodiments of the present invention. 本発明の第1実施形態に係る外壁目地構造における横目地の構成を示す、図1における3−3線断面図である。FIG. 3 is a cross-sectional view taken along line 3-3 in FIG. 1, illustrating a configuration of a horizontal joint in the outer wall joint structure according to the first embodiment of the present invention. 本発明の第1実施形態に係る外壁目地構造における水受け部材の構成を示す斜視図である。It is a perspective view which shows the structure of the water receiving member in the outer wall joint structure which concerns on 1st Embodiment of this invention. 本発明の第2実施形態に係る外壁目地構造が適用された壁体を示す部分立面図である。It is a partial elevation view which shows the wall body to which the outer wall joint structure concerning 2nd Embodiment of this invention was applied. 本発明の第2実施形態に係る外壁目地構造における横目地の構成を示す、図5における6−6線断面図である。FIG. 6 is a cross-sectional view taken along line 6-6 in FIG. 5 showing the configuration of the horizontal joint in the outer wall joint structure according to the second embodiment of the present invention. 本発明の第2実施形態に係る外壁目地構造における水受け部材の構成を示す斜視図である。It is a perspective view which shows the structure of the water receiving member in the outer wall joint structure which concerns on 2nd Embodiment of this invention. 本発明の第1、第2実施形態に係る外壁目地構造における縦目地止水部材の設置位置の変形例を示す平断面図である。It is a plane sectional view showing the modification of the installation position of the vertical joint waterproofing member in the outer wall joint structure concerning the 1st and 2nd embodiments of the present invention.

[第1実施形態]
(外壁目地構造)
第1実施形態における外壁目地構造は、図1に示す壁体10を構成する外壁パネル12の縦目地20及び横目地30に適用される止水構造である。
[First Embodiment]
(Outer wall joint structure)
The outer wall joint structure in the first embodiment is a waterproof structure applied to the vertical joint 20 and the horizontal joint 30 of the outer wall panel 12 constituting the wall body 10 shown in FIG.

外壁パネル12はALC(軽量気泡コンクリート)板とされ、図1の紙面奥側の建物躯体に金物を用いて固定されることで乾式構造の壁体10を形成している。   The outer wall panel 12 is an ALC (lightweight cellular concrete) plate, and is fixed to the building housing on the back side of the paper in FIG.

互いに隣り合う外壁パネル12の間の縦目地20は、上下の外壁パネル12間において連続した目地構成(通し目地、芋目地)とされており、縦目地20と横目地30の交差部E1においては、縦目地20を止水するシール材42が通し材とされ、横目地30を止水するシール材44が、シール材42に突き付け接着されている。   The vertical joint 20 between the outer wall panels 12 adjacent to each other has a continuous joint configuration (through joint, joint joint) between the upper and lower outer wall panels 12, and at the intersection E <b> 1 of the vertical joint 20 and the horizontal joint 30. The sealing material 42 that stops the vertical joint 20 is used as a threading material, and the sealing material 44 that stops the horizontal joint 30 is pressed against and adhered to the sealing material 42.

なお、シール材42、44はそれぞれ縦目地20、横目地30を最も屋外側に近い部分で止水する不定形シール材(弾性シーリング)であり、外壁パネル12を建物躯体に固定した後、コーキングガン等を用いて充填施工される。なお、以下の説明において、シール材42、44を総称して一次止水材40と称す場合がある。また、シール材42、44の材質としては、シリコン系、変性シリコン系、ポリウレタン系等の樹脂が適宜用いられる。   The sealing materials 42 and 44 are non-uniform sealing materials (elastic sealing) that stop the vertical joint 20 and the horizontal joint 30 at the portion closest to the outdoor side, respectively, and after the outer wall panel 12 is fixed to the building frame, caulking is performed. Filled with a gun. In the following description, the sealing materials 42 and 44 may be collectively referred to as a primary water blocking material 40. Further, as the material of the sealing materials 42 and 44, a resin such as silicon, modified silicon, or polyurethane is appropriately used.

(縦目地)
縦目地20は、図1、図2に示すように、建物躯体(不図示)に固定された状態で互いに横方向に隣り合う2枚の外壁パネル12(外壁パネル12A、12B)の継ぎ目である。
(Vertical joint)
As shown in FIGS. 1 and 2, the vertical joint 20 is a joint between two outer wall panels 12 (outer wall panels 12 </ b> A and 12 </ b> B) that are adjacent to each other in the lateral direction while being fixed to a building frame (not shown). .

図2に示すように、外壁パネル12の一方の側端面には溝部14が形成され、他方の側端面には突条(いわゆる実(サネ))16が形成されている。この溝部14及び突条16は、外壁パネル12の上端から下端まで側端面に沿って形成されている。   As shown in FIG. 2, a groove 14 is formed on one side end surface of the outer wall panel 12, and a ridge (so-called fruit) 16 is formed on the other side end surface. The groove 14 and the protrusion 16 are formed along the side end surface from the upper end to the lower end of the outer wall panel 12.

溝部14の溝壁14Aは、溝底14Bから外壁パネル12の側端面12Eへ向かって互いに離れる方向に傾斜している。また、突条16の側壁16Aは、頂面16Bから側端面12Eへ向かって互いに離れる方向に傾斜している。   The groove wall 14A of the groove portion 14 is inclined in a direction away from each other toward the side end face 12E of the outer wall panel 12 from the groove bottom 14B. Further, the side walls 16A of the ridges 16 are inclined in directions away from each other toward the side end face 12E from the top face 16B.

外壁パネル12は建物躯体(不図示)に固定された状態で、互いに隣り合う一方の外壁パネル12Aの側端面に形成された溝部14に対して、他方の外壁パネル12Bにおける、外壁パネル12Aと対向する側端面に形成された突条16が係合して配置されている。   The outer wall panel 12 is fixed to a building housing (not shown), and is opposed to the outer wall panel 12A in the other outer wall panel 12B with respect to the groove portion 14 formed on the side end surface of one of the adjacent outer wall panels 12A. The ridge 16 formed on the side end surface to be engaged is disposed.

なお、「係合」とは、図2に示すように互いの側端面12E同士や溝壁14Aと側壁16Aとが接触した状態のほか、外壁パネル12A、12Bを正面視して溝部14と突条16とが重なり合う程度に外壁パネル12A、12B間に隙間が開いている状態を含むものとする。   As shown in FIG. 2, “engagement” refers to a state in which the side end faces 12E are in contact with each other, the groove wall 14A and the side wall 16A are in contact with each other, and the outer wall panels 12A and 12B are viewed from the front. It includes a state where a gap is opened between the outer wall panels 12A and 12B to such an extent that the strip 16 overlaps.

(縦目地止水部材)
溝部14と突条16とが係合された状態で、溝壁14Aと側壁16Aとの間には、EPDM(エチレンプロピレンゴム)製の縦目地止水部材52が圧縮された状態で保持されている。なお、圧縮前の状態は図2に破線で示されている。また、縦目地止水部材52の材質としては、EPDMの他、CR(クロロプレン)系ゴム、NR(天然ゴム)系ゴムスポンジ、NBR(アクリトニトリル、ブタジエン)系ゴムなど、各種の独立気泡性の弾性樹脂材料を用いることができる。
(Vertical joint waterproofing member)
In a state where the groove portion 14 and the protrusion 16 are engaged, a vertical joint water stop member 52 made of EPDM (ethylene propylene rubber) is held in a compressed state between the groove wall 14A and the side wall 16A. Yes. The state before compression is indicated by a broken line in FIG. Further, as the material of the vertical joint water-stopping member 52, various closed cell properties such as EPDM, CR (chloroprene) rubber, NR (natural rubber) rubber sponge, NBR (acrylonitrile, butadiene) rubber, etc. The elastic resin material can be used.

縦目地止水部材52が配置されているのは、外壁パネル12の中心線CLからみて屋外側(図2における矢印OUT側)における溝壁14Aと側壁16Aとの係合面である。また、この係合面よりさらに屋外側に形成された切り欠き部18には、先述したシール材42(一次止水材40)が配置されている。   The vertical joint water-stopping member 52 is disposed on the engagement surface between the groove wall 14A and the side wall 16A on the outdoor side (the arrow OUT side in FIG. 2) when viewed from the center line CL of the outer wall panel 12. Further, the above-described sealing material 42 (primary water blocking material 40) is disposed in the notch 18 formed further on the outdoor side than the engagement surface.

これにより縦目地20には、外壁パネル12の中心線CLよりも屋外側に、シール材42を一次止水材40とし、縦目地止水部材52を二次止水材とする2重の止水構造が形成されている。   As a result, the vertical joint 20 has a double waterproofing with the sealing material 42 as the primary waterproofing material 40 and the vertical joint waterproofing member 52 as the secondary waterproofing material on the outdoor side of the center line CL of the outer wall panel 12. A water structure is formed.

(横目地)
横目地30は、図1に示すように、建物躯体(不図示)に固定された状態で互いに上下方向に隣り合う2枚の外壁パネル12(例えば外壁パネル12A、12C)の継ぎ目である。
(Horizontal joint)
As shown in FIG. 1, the horizontal joint 30 is a joint between two outer wall panels 12 (for example, outer wall panels 12 </ b> A and 12 </ b> C) that are adjacent to each other in the vertical direction while being fixed to a building frame (not shown).

図3には、図1、2における外壁パネル12A、12Bより下部の構造、すなわち、外壁パネル12C、12Dと、横目地30の内部構造が平面視で示されている。また、図4には、外壁パネル12C、12D、横目地30の内部構造及び外壁パネル12Bを分解した斜視図が示されている。なお、図4においては外壁パネル12A、シール材42の図示は省略してある。   3 shows the structure below the outer wall panels 12A and 12B in FIGS. 1 and 2, that is, the outer wall panels 12C and 12D and the inner structure of the horizontal joint 30 in a plan view. 4 is an exploded perspective view of the outer wall panels 12C and 12D, the internal structure of the horizontal joint 30, and the outer wall panel 12B. In FIG. 4, illustration of the outer wall panel 12A and the sealing material 42 is omitted.

(水受け部材)
図3に示すように、横目地30には、平面視で縦目地止水部材52を屋内側及び側方から取り囲むようにEPDM製の水受け部材54が配置されている。水受け部材54は、縦目地止水部材52の屋内側に配置された水受け部54Aと、水受け部54Aの両端から屋外側に向かって延出された導水部54Bと、を備えた馬蹄形状の止水部材である。図3においては、水受け部54Aと導水部54Bとの境界部分を便宜的に2点鎖線で表現している。
(Water receiving member)
As shown in FIG. 3, a water receiving member 54 made of EPDM is disposed on the horizontal joint 30 so as to surround the vertical joint water-stopping member 52 from the indoor side and the side in a plan view. The water receiving member 54 is a horseshoe provided with a water receiving portion 54A disposed on the indoor side of the vertical joint water-stopping member 52, and a water guiding portion 54B extending from both ends of the water receiving portion 54A toward the outdoor side. It is a water stop member of shape. In FIG. 3, the boundary portion between the water receiving portion 54A and the water guiding portion 54B is represented by a two-dot chain line for convenience.

水受け部材54は、シート状のEPDMを馬蹄形状に切り出す事で形成されている。なお、水受け部材54の材質としては、EPDMの他、CR(クロロプレン)系ゴム、NR(天然ゴム)系ゴムスポンジ、NBR(アクリトニトリル、ブタジエン)系ゴムなど、各種の独立気泡性の樹脂材料を用いることができる。   The water receiving member 54 is formed by cutting a sheet-like EPDM into a horseshoe shape. As the material of the water receiving member 54, various closed cell resins such as EPDM, CR (chloroprene) rubber, NR (natural rubber) rubber sponge, NBR (acrylonitrile, butadiene) rubber, etc. Materials can be used.

図4に示すように、水受け部材54における導水部54Bの外側面には、横目地30に沿って配置された横目地止水部材56の端面が突き付けられている。導水部54Bの前面(屋外側の面)と、横目地止水部材56の側面(屋外側の面)は略面一とされている。   As shown in FIG. 4, the end face of the horizontal joint water-stopping member 56 disposed along the horizontal joint 30 is abutted against the outer surface of the water guide portion 54 </ b> B in the water receiving member 54. The front surface (outdoor side surface) of the water guiding portion 54B and the side surface (outdoor side surface) of the horizontal joint waterproofing member 56 are substantially flush with each other.

また、水受け部材54及び横目地止水部材56の屋外側には、先述したシール材44(一次止水材40)が配置されている。シール材44は不定形シール材(弾性シーリング)であり、水受け部材54及び横目地止水部材56がバックアップ材として機能している。なお、シール材44及び横目地止水部材56は、外壁パネル12の中心線CLよりも屋外側に配置されている。   Further, on the outdoor side of the water receiving member 54 and the horizontal joint water-stopping member 56, the above-described sealing material 44 (primary water-stopping material 40) is disposed. The sealing material 44 is an irregular sealing material (elastic sealing), and the water receiving member 54 and the horizontal joint water-stopping member 56 function as a backup material. In addition, the sealing material 44 and the horizontal joint waterproofing member 56 are arrange | positioned on the outdoor side rather than the centerline CL of the outer wall panel 12. FIG.

これにより、横目地30には、外壁パネル12の中心線CLよりも屋外側に、シール材44を一次止水材40とし、横目地止水部材56を二次止水材とする2重の止水構造が形成される。   Thereby, in the horizontal joint 30, the double sealant 44 is used as the primary waterproof material 40, and the horizontal joint waterproof member 56 is used as the secondary waterproof material on the outdoor side of the center line CL of the outer wall panel 12. A water stop structure is formed.

(耐火目地材)
横目地30には、さらに耐火目地材60が設けられている。耐火目地材60はロックウール保温板やセラミックファイバーブランケットなどを用いて形成される不燃材料であり、水受け部材54及び横目地止水部材56よりも屋内側に配置されている。
(Fireproof joint material)
The horizontal joint 30 is further provided with a fireproof joint material 60. The fireproof joint material 60 is a non-combustible material formed by using a rock wool heat insulating plate, a ceramic fiber blanket, or the like, and is disposed on the indoor side with respect to the water receiving member 54 and the horizontal joint waterproofing member 56.

(作用・効果)
第1実施形態における外壁目地構造によると、図2に示すように、横目地30の外壁パネル12の中心線CLよりも屋外側に、シール材42を一次止水材40とし、縦目地止水部材52を二次止水材とする2重の止水構造が形成される。したがって、1重の止水構造と比較して止水性能が高い。
(Action / Effect)
According to the outer wall joint structure in the first embodiment, as shown in FIG. 2, the seal material 42 is the primary water stop material 40 on the outdoor side of the center line CL of the outer wall panel 12 of the horizontal joint 30, and the vertical joint water stop is performed. A double water stop structure using the member 52 as the secondary water stop material is formed. Therefore, the water stop performance is high compared to the single water stop structure.

また、溝部14と突条16とが係合された状態で、溝壁14Aと側壁16Aとの間には、縦目地止水部材52が圧縮された状態で保持されている。このため、外壁パネル12A、12Bが相対的に離れる方向(図2におけるL方向又はR方向)へ動いたときには、縦目地止水部材52が元の状態に近づくことにより溝壁14A及び側壁16Aと接触した状態が維持される。また、外壁パネル12A、12Bが相対的にずれる方向(図2におけるIN方向及びOUT方向)へ動いたときにも、縦目地止水部材52が元の状態に近づくことにより溝壁14A及び側壁16Aと接触した状態が維持される。これにより、壁体10を形成する外壁パネル12A、12Bが動いても、壁体10の止水性能が低下しにくい。   In addition, the vertical joint water-stopping member 52 is held in a compressed state between the groove wall 14A and the side wall 16A in a state where the groove portion 14 and the protrusion 16 are engaged. For this reason, when the outer wall panels 12A and 12B move in a direction away relatively (L direction or R direction in FIG. 2), the vertical joint water-stopping member 52 approaches the original state so that the groove wall 14A and the side wall 16A The contact state is maintained. Further, when the outer wall panels 12A and 12B are moved in directions that are relatively displaced (the IN direction and the OUT direction in FIG. 2), the vertical joint water-stopping member 52 approaches the original state, thereby causing the groove wall 14A and the side wall 16A. The state in contact with is maintained. Thereby, even if outer wall panel 12A, 12B which forms the wall 10 moves, the water stop performance of the wall 10 does not fall easily.

さらに、壁体10においては、施工誤差により横方向に隣り合う外壁パネル12の間に、ばらつきのある隙間が生じることがある。このような寸法誤差に対しても、圧縮された縦目地止水部材52は追随できる。   Further, in the wall body 10, there may be a gap having variation between the outer wall panels 12 adjacent in the lateral direction due to construction errors. The compressed vertical joint water-stopping member 52 can follow such a dimensional error.

また、第1実施形態における外壁目地構造によると、図3に示すように、平面視で縦目地止水部材52を屋内側及び側方から取り囲むように水受け部材54が配置されている。このため、例えばシール材42(図1、2参照)の内側に浸入し図4に示すように縦目地止水部材52の手前側を伝って流れた雨水(W1)が、水受け部材54よりも屋内側へ流れることが抑制(止水)される。   Further, according to the outer wall joint structure in the first embodiment, as shown in FIG. 3, the water receiving member 54 is disposed so as to surround the vertical joint water-stopping member 52 from the indoor side and the side in a plan view. Therefore, for example, rainwater (W1) that has entered the inside of the sealing material 42 (see FIGS. 1 and 2) and has flowed along the front side of the vertical joint water-stopping member 52 as shown in FIG. Is also suppressed (water stopped) to flow indoors.

また、水受け部材54によって止水された雨水は、外壁パネル12C、12Dの間の縦目地を伝って下方へ流れる(W2)。さらに雨水は、横目地止水部材56とシール材44との間を伝って横方向へ流れることもできる(W3)。
このように、縦目地止水部材52を伝って流れた雨水(W1)は、横目地30において水受け部材54によって止水され、屋内側へ流れにくい。
Moreover, the rainwater stopped by the water receiving member 54 flows downward along the vertical joint between the outer wall panels 12C and 12D (W2). Furthermore, rainwater can also flow in the lateral direction along the space between the horizontal joint water-stopping member 56 and the sealing material 44 (W3).
Thus, the rainwater (W1) that has flowed through the vertical joint water-stopping member 52 is stopped by the water receiving member 54 at the horizontal joint 30 and hardly flows indoors.

また、第1実施形態における外壁目地構造では、水受け部材54は、シート状のEPDMを馬蹄形状に切り出す事で形成されている。このようにして水受け部54Aと導水部54Bとを一体的に成型することで、これらを別々に形成して接着する場合と比較して、止水性が高められている。   Moreover, in the outer wall joint structure in the first embodiment, the water receiving member 54 is formed by cutting a sheet-like EPDM into a horseshoe shape. Thus, by integrally molding the water receiving portion 54A and the water guiding portion 54B, the water-stopping property is enhanced as compared with the case where they are separately formed and bonded.

また、第1実施形態における外壁目地構造によると、図2に示すように、外壁パネル12はALC板とされ、建物躯体(不図示)に固定された状態で、一方の外壁パネル12Aの溝部14に対して他方の外壁パネル12Bの突条16が係合して配置されている(いわゆる実(サネ)構造)。これにより、例えば溝部14や突条16を備えない外壁パネルを用いて壁を形成する場合と比較して、正面視で隙間がなく遮炎性能が高い。また、溝部14と突条16とを係合させることにより、外壁パネル12A、12Bの前後方向(OUT方向及びIN方向)の位置合わせをしやすい。   Further, according to the outer wall joint structure in the first embodiment, as shown in FIG. 2, the outer wall panel 12 is an ALC plate, and is fixed to a building frame (not shown), and the groove portion 14 of one outer wall panel 12A. In contrast, the protrusion 16 of the other outer wall panel 12B is engaged and disposed (so-called real (sane) structure). Thereby, compared with the case where a wall is formed using the outer wall panel which is not provided with the groove part 14 or the protrusion 16, for example, there is no gap in front view and flame-shielding performance is high. Further, by engaging the groove portion 14 and the protrusion 16, it is easy to align the outer wall panels 12A and 12B in the front-rear direction (OUT direction and IN direction).

[第2実施形態]
第2実施形態の説明において、第1実施形態と同じ構成のものは、同符号を付すると共に、適宜省略して説明する。
[Second Embodiment]
In the description of the second embodiment, components having the same configurations as those of the first embodiment are denoted by the same reference numerals and are appropriately omitted.

(外壁目地構造)
第2実施形態における外壁目地構造は、図5に示す壁体11を構成する外壁パネル12の縦目地21及び横目地31に適用される止水構造である。
(Outer wall joint structure)
The outer wall joint structure in the second embodiment is a waterproof structure applied to the vertical joint 21 and the horizontal joint 31 of the outer wall panel 12 constituting the wall body 11 shown in FIG.

壁体11は、縦目地21が上下の外壁パネル12間において不連続である目地構成(馬目地)とされており、縦目地21と横目地31の交差部E2においては、横目地31を止水するシール材44が通し材とされ、縦目地21を止水するシール材42がシール材44に突き付け接着されている。   The wall body 11 has a joint structure (horse joint) in which the vertical joint 21 is discontinuous between the upper and lower outer wall panels 12, and the horizontal joint 31 is stopped at the intersection E <b> 2 of the vertical joint 21 and the horizontal joint 31. A sealing material 44 for water is used as a threading material, and a sealing material 42 for water-stopping the vertical joint 21 is abutted and bonded to the sealing material 44.

(縦目地)
第2実施形態における縦目地21の構成は、図2に示されるとおり第1実施形態における縦目地20の構成と同様である。
(Vertical joint)
The configuration of the vertical joint 21 in the second embodiment is the same as the configuration of the vertical joint 20 in the first embodiment as shown in FIG.

(横目地)
図6には、図2、5における外壁パネル12A、12Bより下部の構造、すなわち、外壁パネル12Fと、横目地31の内部構造が平面視で示されている。また、図7には、外壁パネル12F、横目地31の内部構造及び外壁パネル12Bを分解した斜視図が示されている。なお、図7においては外壁パネル12A、シール材42の図示は省略してある。
(Horizontal joint)
6 shows the structure below the outer wall panels 12A and 12B in FIGS. 2 and 5, that is, the outer wall panel 12F and the inner structure of the horizontal joint 31 in a plan view. FIG. 7 is an exploded perspective view of the outer wall panel 12F, the internal structure of the horizontal joint 31, and the outer wall panel 12B. In FIG. 7, the outer wall panel 12A and the sealing material 42 are not shown.

(水受け部材)
図7に示すように、横目地31における水受け部材58には、水受け部58A及び導水部58Bによって囲まれる部分に底板58Cが形成されている。この底板58Cは、PP(ポリプロピレン)又はCR(クロロプレン)のシート状部材であり、水受け部58A及び導水部58Bに溶着されると共に、ブチルテープを用いて外壁パネル12Fの上面に接着されている。
(Water receiving member)
As shown in FIG. 7, the water receiving member 58 in the horizontal joint 31 is formed with a bottom plate 58C in a portion surrounded by the water receiving portion 58A and the water guiding portion 58B. The bottom plate 58C is a PP (polypropylene) or CR (chloroprene) sheet-like member, which is welded to the water receiving portion 58A and the water guiding portion 58B and bonded to the upper surface of the outer wall panel 12F using butyl tape. .

(作用・効果)
第2実施形態における外壁目地構造では、図5に示すように縦目地21が上下の外壁パネル12間において不連続の目地構成とされている。このため、図7に示す外壁パネル12A(不図示)と外壁パネル12Bの間の縦目地止水部材52を伝って流れた雨水(W1)は下方に流れることができない。このため、雨水は水受け部材58における水受け部58A及び導水部58Bによって囲まれる部分に一時的に滞留するが、水受け部58A及び導水部58Bによって囲まれる部分には、底板58Cが形成されているため、滞留した雨水が水受け部58Aよりも屋内側に流れることが抑制される。
(Action / Effect)
In the outer wall joint structure in the second embodiment, as shown in FIG. 5, the vertical joint 21 has a discontinuous joint structure between the upper and lower outer wall panels 12. For this reason, the rainwater (W1) which flowed along the vertical joint water stop member 52 between the outer wall panel 12A (not shown) and the outer wall panel 12B shown in FIG. 7 cannot flow downward. For this reason, rainwater temporarily stays in the portion of the water receiving member 58 surrounded by the water receiving portion 58A and the water guiding portion 58B, but a bottom plate 58C is formed in the portion surrounded by the water receiving portion 58A and the water guiding portion 58B. Therefore, the staying rainwater is prevented from flowing more indoors than the water receiver 58A.

そして、雨水は横目地止水部材56とシール材44との間を伝って横方向へ流れ(W3)、図示しない外壁パネル12Fの端部から下方向へ排出され、最終的には壁体11の最下部から外部へ排出される。   Then, the rainwater flows laterally between the horizontal joint waterproof member 56 and the sealing material 44 (W3), is discharged downward from the end of the outer wall panel 12F (not shown), and finally the wall body 11. It is discharged to the outside from the bottom.

このように、第2実施形態における外壁目地構造では、水受け部材58に底板58Cを形成することにより、図5に示すように縦目地21が上下方向に不連続である壁体11においても、止水性能が低下しにくい構成とすることができる。   Thus, in the outer wall joint structure in the second embodiment, by forming the bottom plate 58C on the water receiving member 58, the wall joint 11 in which the vertical joint 21 is discontinuous in the vertical direction as shown in FIG. It can be set as the structure which a water stop performance does not fall easily.

なお、第1、第2実施形態における外壁パネル12は、柱の一部であってもよい。すなわち、本発明における第1外壁材、第2外壁材とは、屋外に面した垂直面に用いられる外装材全般を指す。   The outer wall panel 12 in the first and second embodiments may be a part of a pillar. That is, the first outer wall material and the second outer wall material in the present invention refer to all exterior materials used for a vertical surface facing the outdoors.

また、第1、第2実施形態においては、図3、図6に示すように、水受け部材54、58と横目地止水部材56とは別々に形成され、横目地止水部材56を水受け部材54、58に突き付けて配置しているが、本発明の実施形態はこれに限らない。例えば水受け部材54、58と横目地止水部材56とを互いに接着したり、ひとつの部材として一体的に形成してもよい。このようにすれば水受け部材54、58と横目地止水部材56との間に隙間が生じないので、横目地30における止水性が向上する。   In the first and second embodiments, as shown in FIGS. 3 and 6, the water receiving members 54, 58 and the horizontal joint water-stopping member 56 are formed separately, and the horizontal joint water-stopping member 56 is watered. Although it arrange | positions against the receiving members 54 and 58, embodiment of this invention is not restricted to this. For example, the water receiving members 54 and 58 and the horizontal joint water-stopping member 56 may be bonded to each other or integrally formed as one member. In this way, no gap is formed between the water receiving members 54 and 58 and the horizontal joint water-stopping member 56, so that the water-stopping property at the horizontal joint 30 is improved.

また、第1、第2実施形態において外壁パネル12はALC板とされているが、本発明の実施形態はこれに限らない。例えばECP(押出成形セメント板)等の防火性能を備えた材料を用いることができる。ECPは無筋構造のため、雨水の浸入による劣化が少ない。   In the first and second embodiments, the outer wall panel 12 is an ALC plate, but the embodiment of the present invention is not limited to this. For example, a material having fire prevention performance such as ECP (extruded cement board) can be used. Since ECP is an unstitched structure, there is little deterioration due to intrusion of rainwater.

また、第1、第2実施形態における壁体10、11においては、全ての縦目地および全ての横目地に縦目地止水部材52や水受け部材54、58を適用する必要はない。例えば壁体10の端部において直交する壁体と接合される部分や、窓や進入口などが取付けられる開口部などに用いる外壁パネルには、溝部14及び突条16が形成されない場合があるが、このような場所においては、不定形シール材と、不定形シール材よりも内側に配置されるバッカー材により雨水を止水してもよい。   Moreover, in the wall bodies 10 and 11 in 1st, 2nd embodiment, it is not necessary to apply the vertical joint water stop member 52 and the water receiving members 54 and 58 to all the vertical joints and all the horizontal joints. For example, the groove 14 and the ridge 16 may not be formed on an outer wall panel used for a portion joined to an orthogonal wall at the end of the wall 10 or an opening to which a window or an entrance is attached. In such a place, rainwater may be stopped by an irregular sealing material and a backer material arranged inside the irregular sealing material.

また、第1、第2実施形態においては、図2に示す縦目地20、21の切り欠き部18にはシール材42のみが配置されているが、本発明の実施形態はこれに限らず、シール材42の屋内側にバックアップ材を配置してもよい。バックアップ材を配置することで、シール材42による止水性を高めることができる。   Further, in the first and second embodiments, only the sealing material 42 is disposed in the cutout portions 18 of the vertical joints 20 and 21 shown in FIG. 2, but the embodiment of the present invention is not limited thereto, A backup material may be disposed on the indoor side of the sealing material 42. By disposing the backup material, the water stoppage by the sealing material 42 can be increased.

また、第1、第2実施形態においては、図2に示す縦目地止水部材52は溝壁14Aと側壁16Aとの間に配置されているが、本発明の実施形態はこれに限らず、例えば図8に示す縦目地止水部材53のように、外壁パネル12A、12Bそれぞれの側端面12Eの間に圧縮された状態で配置してもよい。   Moreover, in 1st, 2nd embodiment, although the vertical joint water stop member 52 shown in FIG. 2 is arrange | positioned between the groove wall 14A and the side wall 16A, embodiment of this invention is not restricted to this, For example, like the vertical joint waterproofing member 53 shown in FIG. 8, you may arrange | position in the state compressed between each side end surface 12E of outer wall panel 12A, 12B.

縦目地止水部材53をこのように配置しても、外壁パネル12A、12Bが相対的に離れる方向(図8におけるL方向又はR方向)へ動いたときには、圧縮された縦目地止水部材53が元の状態に近づくことにより外壁パネル12A、12Bのそれぞれの側端面12Eと接触した状態が維持されるので、縦目地止水部材53と、外壁パネル12A、12Bのそれぞれの側端面12Eとの間に隙間が生じにくい。また、外壁パネル12A、12Bが互いの側端面12Eがずれる方向(図8におけるIN方向及びOUT方向)へ動いたときにおいても、縦目地止水部材53の圧縮状態は維持されるため、縦目地止水部材53と、外壁パネル12A、12Bが互いの側端面12Eとの間に隙間が生じにくい。   Even if the vertical joint waterproof member 53 is arranged in this way, when the outer wall panels 12A, 12B move in a direction away from each other (L direction or R direction in FIG. 8), the compressed vertical joint waterproof member 53 is provided. Since the state which contacted each side end surface 12E of outer wall panel 12A, 12B is maintained by approaching the original state, vertical joint water stop member 53 and each side end surface 12E of outer wall panel 12A, 12B There is no gap between them. Even when the outer wall panels 12A and 12B move in the direction in which the side end surfaces 12E deviate from each other (the IN direction and the OUT direction in FIG. 8), the compressed state of the vertical joint water-stopping member 53 is maintained. It is difficult for a gap to occur between the water stop member 53 and the outer wall panels 12A and 12B.

12A 外壁パネル(第1外壁材)
12B 外壁パネル(第2外壁材)
12E 側端面
14 溝部
14A 溝壁
16 突条
30 横目地
31 横目地
52 縦目地止水部材
53 縦目地止水部材
54 水受け部材
54A 水受け部
54B 導水部
56 横目地止水部材
58 水受け部材
58A 水受け部
58B 導水部
58C 底板
12A outer wall panel (first outer wall material)
12B outer panel (second outer wall material)
12E side end face 14 groove part 14A groove wall 16 ridge 30 horizontal joint 31 horizontal joint 52 vertical joint water stop member 53 vertical joint water stop member 54 water receiving member 54A water receiving part 54B water guide part 56 horizontal joint water stopping member 58 water receiving member 58A Water receiving part 58B Water guiding part 58C Bottom plate

Claims (5)

溝壁が傾斜した溝部が側端面に沿って形成された板状の第1外壁材と、
前記溝部に係合する突条が前記側端面と対向する側端面に沿って形成された板状の第2外壁材と、
弾性材料によって構成され、前記溝壁と前記突条との間に圧縮された状態で配置され、前記第1外壁材及び前記第2外壁材の外側と内側との間を止水する縦目地止水部材と、
を備えた外壁目地構造。
A plate-like first outer wall material in which a groove portion having an inclined groove wall is formed along the side end surface;
A plate-like second outer wall member in which a protrusion engaging with the groove is formed along a side end surface facing the side end surface;
A vertical joint that is made of an elastic material, is disposed in a compressed state between the groove wall and the protrusion, and stops water between the outer side and the inner side of the first outer wall member and the second outer wall member. A water member;
Exterior wall joint structure with
溝部が側端面に沿って形成された板状の第1外壁材と、
前記溝部に係合する突条が前記側端面と対向する側端面に沿って形成された板状の第2外壁材と、
弾性材料によって構成され、前記第1外壁材における前記側端面と前記第2外壁材における前記側端面との間に圧縮された状態で配置され、前記第1外壁材及び前記第2外壁材の外側と内側との間を止水する縦目地止水部材と、
を備えた外壁目地構造。
A plate-like first outer wall material in which the groove portion is formed along the side end surface;
A plate-like second outer wall member in which a protrusion engaging with the groove is formed along a side end surface facing the side end surface;
An elastic material is disposed between the side end surface of the first outer wall member and the side end surface of the second outer wall member in a compressed state, and is outside the first outer wall member and the second outer wall member. A vertical joint water-stopping member that stops water between the inside and the inside,
Exterior wall joint structure with
前記第1外壁材及び前記第2外壁材の下方に形成された横目地に配置され、前記縦目地止水部材を伝って流れた流水を受け止めて前記外側へ流す水受け部材を備えた、請求項1又は請求項2に記載の外壁目地構造。   A water receiving member disposed on a horizontal joint formed below the first outer wall material and the second outer wall material, and having a water receiving member that receives the flowing water that has flowed through the vertical joint water-stopping member and flows to the outside. The outer wall joint structure according to claim 1 or 2. 前記水受け部材は、平面視で前記縦目地止水部材の屋内側に配置された水受け部と、前記水受け部の両端から屋外側に向かって延出された導水部と、を備えている、請求項3に記載の外壁目地構造。   The water receiving member includes a water receiving portion disposed on the indoor side of the vertical joint water-stopping member in a plan view, and a water guiding portion extending from both ends of the water receiving portion toward the outdoor side. The outer wall joint structure according to claim 3. 前記水受け部材は、前記水受け部及び前記導水部によって囲まれる部分に底板が形成され、前記導水部の外側面に、前記横目地に沿って配置された横目地止水部材の端面が突き付けられている、請求項4に記載の外壁目地構造。   The water receiving member has a bottom plate formed in a portion surrounded by the water receiving portion and the water guiding portion, and an end surface of a horizontal joint water-stopping member disposed along the horizontal joint is abutted against an outer surface of the water guiding portion. The outer wall joint structure according to claim 4, wherein
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