JP6832722B2 - Outer wall joint structure - Google Patents

Outer wall joint structure Download PDF

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JP6832722B2
JP6832722B2 JP2017013543A JP2017013543A JP6832722B2 JP 6832722 B2 JP6832722 B2 JP 6832722B2 JP 2017013543 A JP2017013543 A JP 2017013543A JP 2017013543 A JP2017013543 A JP 2017013543A JP 6832722 B2 JP6832722 B2 JP 6832722B2
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wall
water
joint
wall material
water receiving
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JP2018119379A (en
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勝 堀
勝 堀
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Toyota Housing Corp
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Toyota Housing Corp
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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Japanese Unexamined Patent Publication No. 2003-239491

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, if 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 blocking performance of the sealing material is deteriorated, and rainwater may infiltrate from the broken joint surface to the indoor side of the outer wall panel.

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, it is an object of the present invention to provide an outer wall joint structure in which the water blocking performance does not easily deteriorate even if the 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。
In the outer wall joint structure of the first aspect, a plate-shaped first outer wall material in which a groove portion in which a groove wall is inclined is formed along a side end surface, and a side end surface in which a ridge engaging with the groove portion faces the side end surface. It is composed of a plate-shaped second outer wall material formed along the above and an elastic material, and is arranged in a compressed state between the groove wall and the ridge, and the first outer wall material and the second outer wall. Vertical joint water blocking member that stops water between the outside and inside of the material,
Is equipped with.

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. A vertical joint water blocking member made of an elastic material is compressed and arranged between the inclined groove wall and the ridge formed along the side end surface of the second 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 faces are separated from each other (left and right when the first outer wall material is viewed from the front), or the side end faces of each other are displaced. In any direction (front-back direction when the first outer wall material is viewed from the front), the compressed vertical joint water blocking member approaches the original state and maintains the state of contact with the groove wall and the ridge. Therefore, a gap is unlikely to occur between the vertical joint water blocking member and the groove wall and the ridge. Therefore, the water blocking performance between the outside and the inside of the first outer wall material and the second outer wall material is unlikely to deteriorate. The "outside" refers to the space on the outdoor side, and the "inside" refers to the space on the indoor side.

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-shaped first outer wall material having a groove formed along the side end surface and a ridge engaging with the groove are formed along the side end surface facing the side end surface. It is composed of a plate-shaped second outer wall material and an elastic material, and is 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. It includes an outer wall material and a vertical joint water blocking member that stops water between the outside and the inside of 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 blocking member made of an elastic material is compressed and arranged between the side end surface of the first outer wall material and the side end surface of the second outer wall material. Has been done.

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。 As a result, when at least one of the first outer wall material or the second outer wall material moves in the direction in which the side end faces are separated from each other (the left and right directions when the first outer wall material is viewed from the front), the compressed vertical joint water blocking member Is maintained in contact with the side end face of the first outer wall material and the side end face of the second outer wall material as the siding approaches the original state, so that the vertical joint water blocking member, the side end face of the first outer wall material, and the second A gap is unlikely to occur between the outer wall material and the side end surface. Further, even when the side end faces are displaced from each other (the front-back direction when the first outer wall material is viewed from the front), the compressed state of the vertical joint water blocking member is maintained. 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. Therefore, the water blocking performance between the outside and the inside 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 arranged in the horizontal joint formed below the first outer wall material and the second outer wall material, and receives the flowing water flowing through the vertical joint water blocking member to the outside. It is equipped with a water receiving member to flow.

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 flowing along the vertical joint water blocking member at the vertical joint between the first outer wall material and the second outer wall material is received by the water receiving member and is received on the outside (outdoor side). Space). As a result, rainwater flowing from the vertical joint to the horizontal joint is less likely to enter the inside (indoor space) along 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 extends from both ends of the water receiving member toward the outdoor side with a water receiving portion arranged on the indoor side of the vertical joint water blocking member in a plan view. It is equipped with a water conveyance section.

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 flowing through the vertical joint water blocking member at the vertical joint between the first outer wall material and the second outer wall material is stopped by the water receiving portion. In addition, the rainwater stopped by the water receiving portion flows to the outdoor side of the horizontal joint along the headrace portion.

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。 As a result, when there is a vertical joint below the vertical joint between the first outer wall material and the second outer wall material, the rainwater stopped by the water receiving portion flows downward along the vertical joint. Alternatively, it flows to the outdoor side of the horizontal joint along the headrace.

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。 Further, when there is no vertical joint below the vertical joint between the first outer wall material and the second outer wall material, the rainwater stopped by the water receiving portion flows to the outdoor side of the horizontal joint along the headrace 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 conducting portion, and is arranged on the outer surface of the water conducting portion along the horizontal joint. The end face of the horizontal joint water blocking 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 outer wall joint structure of the fifth aspect, since the bottom plate is formed in the portion of the water receiving member surrounded by the water receiving portion and the water guiding portion, it is difficult for rainwater to flow below the water receiving member. As a result, the rainwater stopped by the water receiving portion flows to the outdoor side along the headrace portion. Further, since the end surface of the horizontal joint water blocking member is abutted against the outer surface of the water guide portion, rainwater flowing 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 outer wall joint structure of the first aspect, the water stopping performance is unlikely to deteriorate 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 outer wall joint structure of the second aspect, the water stopping performance is unlikely to deteriorate 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, it is possible to prevent rainwater flowing from the vertical joint to the horizontal joint from invading from the horizontal joint to the indoor side.

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 flowing from the vertical joint to the horizontal joint can be flowed to the outdoor side of the lower vertical joint or 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 suppressed from entering from the horizontal joint to the indoor side.

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 which concerns on 1st Embodiment of this invention is 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。It is sectional drawing 2-2 in FIG. 1 and FIG. 5 which shows the structure of the vertical joint in the outer wall joint structure which concerns on 1st and 2nd Embodiment of this 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。It is a cross-sectional view of line 3-3 in FIG. 1 which shows the structure of the horizontal joint in the outer wall joint structure which concerns on 1st Embodiment of this 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 which concerns on 2nd Embodiment of this invention is 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。6 is a sectional view taken along line 6-6 in FIG. 5 showing a structure of a 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 plan sectional view which shows the modification of the installation position of the vertical joint water stop member in the outer wall joint structure which concerns on 1st and 2nd Embodiment of this 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 water blocking structure applied to the vertical joints 20 and the horizontal joints 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 skeleton on the back side of the paper surface in FIG. 1 by using a metal fitting to form a wall body 10 having a dry structure.

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 joints 20 between the outer wall panels 12 adjacent to each other have a continuous joint configuration (through joints, potato joints) between the upper and lower outer wall panels 12, and at the intersection E1 of the vertical joints 20 and the horizontal joints 30. The sealing material 42 that stops water at the vertical joint 20 is used as a through material, and the sealing material 44 that stops water at the horizontal joint 30 is abutted 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 amorphous sealing materials (elastic sealing) that stop water at the vertical joints 20 and the horizontal joints 30 at the portion closest to the outdoor side, respectively. After fixing the outer wall panel 12 to the building frame, caulking is performed. Filling is done using a gun or the like. In the following description, the sealing materials 42 and 44 may be collectively referred to as the primary water blocking material 40. Further, as the material of the sealing materials 42 and 44, resins such as silicon-based, modified silicon-based, and polyurethane-based are 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 of two outer wall panels 12 (outer wall panels 12A and 12B) that are laterally adjacent to each other in a state of 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 (sane) 16) is formed on the other side end surface. The groove portion 14 and the ridge 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 from the groove bottom 14B toward the side end surface 12E of the outer wall panel 12. Further, the side wall 16A of the ridge 16 is inclined in a direction away from each other from the top surface 16B toward the side end surface 12E.

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 faces the outer wall panel 12A of the other outer wall panel 12B with respect to the groove portion 14 formed on the side end surface of one of the outer wall panels 12A adjacent to each other in a state of being fixed to the building frame (not shown). The ridges 16 formed on the side end faces are engaged and arranged.

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" means a state in which the side end faces 12E of each other and the groove wall 14A and the side wall 16A are in contact with each other, and also a protrusion with the groove portion 14 when the outer wall panels 12A and 12B are viewed from the front. It shall include a state in which a gap is opened between the outer wall panels 12A and 12B to the 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 water blocking member)
With the groove 14 and the ridge 16 engaged, a vertical joint water blocking member 52 made of EPDM (ethylene propylene rubber) is held between the groove wall 14A and the side wall 16A in a compressed state. There is. The state before compression is shown by a broken line in FIG. In addition to EPDM, the vertical joint water blocking member 52 has various closed-cell properties such as CR (chloroprene) rubber, NR (natural rubber) rubber sponge, and NBR (acrytonitrile, butadiene) rubber. 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 blocking member 52 is arranged on the engaging surface between the groove wall 14A and the side wall 16A on the outdoor side (arrow OUT side in FIG. 2) when viewed from the center line CL of the outer wall panel 12. Further, the sealing material 42 (primary water blocking material 40) described above is arranged in the notch portion 18 formed on the outdoor side of the engaging 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 stop having the sealing material 42 as the primary water blocking material 40 and the vertical joint water blocking member 52 as the secondary water blocking 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 seam of two outer wall panels 12 (for example, outer wall panels 12A and 12C) that are vertically adjacent to each other in a state of 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。 In FIG. 3, the structures below the outer wall panels 12A and 12B in FIGS. 1 and 2, that is, the outer wall panels 12C and 12D and the internal structure of the horizontal joint 30 are shown in a plan view. Further, FIG. 4 shows 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, the outer wall panel 12A and the sealing material 42 are not shown.

(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, in the horizontal joint 30, an EPDM water receiving member 54 is arranged so as to surround the vertical joint water blocking member 52 from the indoor side and the side in a plan view. The water receiving member 54 is a horseshoe including a water receiving portion 54A arranged on the indoor side of the vertical joint water blocking 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-stopping member with a 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 out a sheet-shaped EPDM into a horseshoe shape. As the material of the water receiving member 54, in addition to EPDM, various closed cell resins such as CR (chloroprene) rubber, NR (natural rubber) rubber sponge, and NBR (acrytonitrile, butadiene) rubber are used. 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 surface of the horizontal joint water blocking member 56 arranged along the horizontal joint 30 is abutted against the outer surface of the water guiding portion 54B of 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 water blocking 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, the sealing material 44 (primary water blocking material 40) described above is arranged on the outdoor side of the water receiving member 54 and the horizontal joint water blocking member 56. The sealing material 44 is an amorphous sealing material (elastic sealing), and the water receiving member 54 and the horizontal joint water blocking member 56 function as backup materials. The sealing material 44 and the horizontal joint water blocking member 56 are arranged on the outdoor side of the center line CL of the outer wall panel 12.

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。 As a result, the horizontal joint 30 is a double layer having the sealing material 44 as the primary water blocking material 40 and the horizontal joint water blocking member 56 as the secondary water blocking material on the outdoor side of the center line CL of the outer wall panel 12. A waterproof 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 refractory joint material 60. The refractory 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 arranged indoors from the water receiving member 54 and the horizontal joint water blocking 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 sealing material 42 is used as the primary water blocking 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 blocking is performed. A double water blocking structure is formed in which the member 52 is used as a secondary water stopping material. Therefore, the water stopping performance is higher than that of the single water stopping 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。 Further, in a state where the groove portion 14 and the ridge 16 are engaged with each other, a vertical joint water blocking member 52 is held between the groove wall 14A and the side wall 16A in a compressed state. Therefore, when the outer wall panels 12A and 12B move in a direction in which they are relatively separated (L direction or R direction in FIG. 2), the vertical joint water blocking member 52 approaches the original state, so that the groove wall 14A and the side wall 16A The state of contact is maintained. Further, even when the outer wall panels 12A and 12B move in relatively deviating directions (IN direction and OUT direction in FIG. 2), the vertical joint water blocking member 52 approaches the original state, so that the groove wall 14A and the side wall 16A The state of contact with is maintained. As a result, even if the outer wall panels 12A and 12B forming the wall body 10 move, the water stopping performance of the wall body 10 is unlikely to deteriorate.

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 uneven gap between the outer wall panels 12 adjacent to each other in the lateral direction due to a construction error. The compressed vertical joint water blocking 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 arranged so as to surround the vertical joint water blocking member 52 from the indoor side and the side in a plan view. Therefore, for example, rainwater (W1) that has penetrated into the sealing material 42 (see FIGS. 1 and 2) and has flowed along the front side of the vertical joint water blocking member 52 as shown in FIG. 4 is discharged from the water receiving member 54. Also, the flow to the indoor side is suppressed (water stoppage).

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。
Further, the rainwater stopped by the water receiving member 54 flows downward along the vertical joint between the outer wall panels 12C and 12D (W2). Further, rainwater can also flow laterally along between the horizontal joint water blocking member 56 and the sealing material 44 (W3).
In this way, the rainwater (W1) that has flowed along the vertical joint water blocking member 52 is stopped by the water receiving member 54 at the horizontal joint 30, and is unlikely to flow 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。 Further, in the outer wall joint structure of the first embodiment, the water receiving member 54 is formed by cutting out a sheet-shaped EPDM into a horseshoe shape. By integrally molding the water receiving portion 54A and the water guiding portion 54B in this way, 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 the groove portion 14 of one outer wall panel 12A is fixed to the building frame (not shown). The ridge 16 of the other outer wall panel 12B is engaged with the other (so-called “sane” structure). As a result, as compared with the case where the wall is formed by using, for example, an outer wall panel not provided with the groove portion 14 or the ridge 16, the flame shielding performance is high because there is no gap in the front view. Further, by engaging the groove portion 14 with the ridge 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, those having the same configuration as that of the first embodiment are designated by the same reference numerals and will be omitted as appropriate.

(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 water blocking 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 configuration (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 E2 of the vertical joint 21 and the horizontal joint 31. The water-permeable sealing material 44 is used as a through material, and the sealing material 42 that stops water at the vertical joints 21 is abutted and adhered 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)
In FIG. 6, the structures below the outer wall panels 12A and 12B in FIGS. 2 and 5, that is, the outer wall panel 12F and the internal structure of the horizontal joint 31 are shown in a plan view. Further, FIG. 7 shows 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, in the water receiving member 58 at the horizontal joint 31, a bottom plate 58C is formed in a portion surrounded by the water receiving portion 58A and the water guiding portion 58B. The bottom plate 58C is a sheet-like member of PP (polypropylene) or CR (chloroprene), is welded to the water receiving portion 58A and the water guiding portion 58B, and is adhered 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 of the second embodiment, as shown in FIG. 5, the vertical joint 21 has a discontinuous joint configuration between the upper and lower outer wall panels 12. Therefore, the rainwater (W1) that has flowed along the vertical joint water blocking member 52 between the outer wall panel 12A (not shown) and the outer wall panel 12B shown in FIG. 7 cannot flow downward. Therefore, 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 the bottom plate 58C is formed in the portion surrounded by the water receiving portion 58A and the water guiding portion 58B. Therefore, it is suppressed that the accumulated rainwater flows to the indoor side of the water receiving portion 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 (W3) along between the horizontal joint water blocking member 56 and the sealing material 44, 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 of.

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。 As described above, in the outer wall joint structure of the second embodiment, by forming the bottom plate 58C on the water receiving member 58, even in the wall body 11 in which the vertical joints 21 are discontinuous in the vertical direction as shown in FIG. The configuration can be such that the water stopping performance is not easily deteriorated.

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 outside.

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。 Further, in the first and second embodiments, as shown in FIGS. 3 and 6, the water receiving members 54 and 58 and the horizontal joint water blocking member 56 are formed separately, and the horizontal joint water blocking member 56 is made of water. Although it is arranged so as to be abutted against the receiving members 54 and 58, the embodiment of the present invention is not limited to this. For example, the water receiving members 54 and 58 and the horizontal joint water blocking member 56 may be adhered to each other or integrally formed as one member. By doing so, there is no gap between the water receiving members 54 and 58 and the horizontal joint water blocking 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。 Further, although the outer wall panel 12 is an ALC plate in the first and second embodiments, the embodiment of the present invention is not limited to this. For example, a material having fireproof performance such as ECP (extruded cement board) can be used. Since the ECP has a reinforced structure, there is little deterioration due to the ingress 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。 Further, in the wall bodies 10 and 11 in the first and second embodiments, it is not necessary to apply the vertical joint water blocking member 52 and the water receiving members 54 and 58 to all the vertical joints and all the horizontal joints. For example, the groove portion 14 and the ridge 16 may not be formed on the outer wall panel used for a portion joined to the orthogonal wall body at the end portion of the wall body 10 or an opening to which a window, an entrance or the like is attached. In such a place, rainwater may be stopped by an amorphous sealing material and a backer material arranged inside the amorphous 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 arranged in the cutouts 18 of the vertical joints 20 and 21 shown in FIG. 2, but the embodiment of the present invention is not limited to this. A backup material may be arranged on the indoor side of the sealing material 42. By arranging the backup material, the water stopping property of the sealing material 42 can be enhanced.

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。 Further, in the first and second embodiments, the vertical joint water blocking member 52 shown in FIG. 2 is arranged between the groove wall 14A and the side wall 16A, but the embodiment of the present invention is not limited to this. For example, as in the vertical joint water blocking member 53 shown in FIG. 8, it may be arranged in a compressed state between the side end surfaces 12E of the outer wall panels 12A and 12B, respectively.

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 water blocking member 53 is arranged in this way, when the outer wall panels 12A and 12B move in relatively distant directions (L direction or R direction in FIG. 8), the compressed vertical joint water blocking member 53 As the surface approaches the original state, the state of contact with the side end faces 12E of the outer wall panels 12A and 12B is maintained. Therefore, the vertical joint water blocking member 53 and the side end faces 12E of the outer wall panels 12A and 12B There are few gaps between them. Further, even when the outer wall panels 12A and 12B move in the directions in which the side end faces 12E deviate from each other (in and OUT directions in FIG. 8), the compressed state of the vertical joint water blocking member 53 is maintained, so that the vertical joints A gap is unlikely to occur between the water blocking member 53 and the side end faces 12E of 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 wall panel (second outer wall material)
12E Side end face 14 Groove 14A Groove wall 16 Protrusion 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 conducting part 56 Horizontal joint water blocking member 58 Water receiving member 58A Water receiving part 58B Water conducting part 58C Bottom plate

Claims (6)

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、
前記第1外壁材と前記第2外壁材との間において、前記縦目地止水部材より屋外側に設けられた不定形シール材と、
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と、
を備え、
前記水受け部材は、平面視で全体が前記横目地の内部に配置されている、外壁目地構造。
A plate-shaped first outer wall material in which a groove having an inclined groove wall is formed along the side end face, and
A plate-shaped second outer wall material in which a ridge engaging with the groove is formed along the side end surface facing the side end surface, and
A vertical joint stop made of an elastic material, arranged in a compressed state between the groove wall and the ridge, and water-stopping between the outside and the inside of the first outer wall material and the second outer wall material. Water member and
Between the first outer wall material and the second outer wall material, an amorphous sealing material provided on the outdoor side of the vertical joint water blocking member and
A water receiving member arranged in a horizontal joint formed below the first outer wall material and the second outer wall material, and receiving the flowing water flowing through the vertical joint water blocking member and flowing to the outside.
With
The water receiving member has an outer wall joint structure in which the entire water receiving member is arranged inside the horizontal joint in a plan view.
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、
前記第1外壁材と前記第2外壁材との間において、前記縦目地止水部材より屋外側に設けられた不定形シール材と、
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と、
を備え、
前記水受け部材は、平面視で全体が前記横目地の内部に配置されている、外壁目地構造。
A plate-shaped first outer wall material having grooves formed along the side end faces,
A plate-shaped second outer wall material in which a ridge engaging with the groove is formed along the side end surface facing the side end surface, and
It is made of an elastic material and is 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 is arranged outside the first outer wall material and the second outer wall material. Vertical joint water stop member that stops water between the inside and the inside,
Between the first outer wall material and the second outer wall material, an amorphous sealing material provided on the outdoor side of the vertical joint water blocking member and
A water receiving member arranged in a horizontal joint formed below the first outer wall material and the second outer wall material, and receiving the flowing water flowing through the vertical joint water blocking member and flowing to the outside.
With
The water receiving member has an outer wall joint structure in which the entire water receiving member is arranged inside the horizontal joint in a plan view.
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1又は請求項2に記載の外壁目地構造。 The water receiving member includes a water receiving portion arranged on the indoor side of the vertical joint water blocking 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 1 or 2. 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3に記載の外壁目地構造。 In the water receiving member, a bottom plate is formed in a portion surrounded by the water receiving portion and the water conducting portion, and an end surface of a horizontal joint water blocking member arranged along the horizontal joint abuts against the outer surface of the water conducting portion. The outer wall joint structure according to claim 3. 前記水受け部材は、前記水受け部と前記導水部とが、独立気泡性の樹脂材料によって一体成型されている、請求項3又は請求項4に記載の外壁目地構造。 The outer wall joint structure according to claim 3 or 4 , wherein the water receiving member and the water conducting portion are integrally molded of a closed cell resin material. 前記水受け部材には横目地止水部材が突きつけられ、前記横目地止水部材の屋外側には、シール材が配置されている、請求項1〜請求項4の何れか1項に記載の外壁目地構造。 The one according to any one of claims 1 to 4 , wherein a horizontal joint water blocking member is abutted against the water receiving member, and a sealing material is arranged on the outdoor side of the horizontal joint water blocking member. Outer wall joint structure.
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