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JP7576499B2 - Repair method to prevent rainwater from running vertically - Google Patents
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JP7576499B2 - Repair method to prevent rainwater from running vertically - Google Patents

Repair method to prevent rainwater from running vertically Download PDF

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JP7576499B2
JP7576499B2 JP2021054128A JP2021054128A JP7576499B2 JP 7576499 B2 JP7576499 B2 JP 7576499B2 JP 2021054128 A JP2021054128 A JP 2021054128A JP 2021054128 A JP2021054128 A JP 2021054128A JP 7576499 B2 JP7576499 B2 JP 7576499B2
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repair method
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佐藤淳二
海藤真広
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IG Kogyo Co Ltd
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Description

本発明は、外装材に使用される乾式壁材の雨水の縦走りを防止するための補修方法に関するものである。 The present invention relates to a repair method for preventing rainwater from running vertically through drywall materials used as exterior materials.

乾式壁材を施工したのちに、雨よけ又は日よけ用として庇が取り付けられたり、風除室が取り付けられることがある。 After the drywall material is installed, eaves may be installed to provide protection from rain or sun, or a windbreak may be installed.

特開平6-123164号Japanese Patent Publication No. 6-123164 特開平10-176422号Japanese Patent Application Publication No. 10-176422

特許文献1は、後付けする様々な構造の庇の取付について、水密接合可能な連結手段を持つ部材を使用することで、雨水に対する防水機能や雨水を受け止める溝による排水機能を有する構造について記載されている。しかし、庇と既存外装材間の水密性を担保できたとしても、庇上部において建物本体の内部に浸入してしまった雨水が、庇下部まで伝うことまでは防ぐことができない恐れがある。 Patent Document 1 describes the installation of retrofit eaves of various structures, using components with connecting means that allow for watertight joints to provide waterproofing against rainwater and drainage through grooves that catch rainwater. However, even if watertightness between the eaves and the existing exterior material can be guaranteed, there is a risk that rainwater that has seeped into the building body at the top of the eaves cannot be prevented from flowing down to the bottom of the eaves.

一方、壁材に発生した隙間(クラック)に止水材を注入して、雨水の浸入を防ぐ方法としては、特許文献2のような方法がある。壁材を施工した後に発生した隙間に、多孔質体や止水材を注入し、気温変化による隙間の間隙が変動することにも対応した補修方法が記載されている。しかし、ただ止水材等を注入するだけでは、補修後、注入孔が残ってしまい、意匠性の高い外装材では施工箇所が目立ってしまう恐れがある。 Meanwhile, Patent Document 2 describes a method of injecting a water-stopping material into gaps (cracks) that occur in wall materials to prevent rainwater from entering. This describes a repair method in which a porous body or water-stopping material is injected into gaps that occur after the wall material is installed, and this method also addresses the problem of gaps changing in size due to temperature changes. However, simply injecting a water-stopping material or the like will leave injection holes after the repair, and there is a risk that the installation area will be noticeable in exterior materials with a high level of design.

上記のような事情を鑑み、本発明では、リフォームや改修により、既存の外装材に庇や風除室等の後付け構造体を設ける際に、既存の外装材の目地における雨水の浸入及び雨水の縦走りを防ぐことを目的とする。 In consideration of the above circumstances, the present invention aims to prevent rainwater from entering and running vertically through the joints of existing exterior materials when retrofitting existing exterior materials with structures such as eaves or windbreaks through renovation or remodeling.

そこで本発明では、縦張りした既存の乾式壁材に対して、改修を行った際に発生する改修部上下における雨水の漏れを補修する方法であって、改修部の上部において、改修部と乾式壁材間の止水材を除去したのち、乾式壁材の一部に貫通孔を設け、嵌合部間隙に止水材を注入し、充填させたのち、前記改修部上部において除去した止水材を再び施工する工程とを備えた、雨水の縦走り防止補修方法(以下、補修方法と称する)を提供する。 The present invention provides a method for repairing rainwater leakage above and below the repaired portion when repairing existing vertically installed drywall material, which includes the steps of removing the water-stopping material between the repaired portion and the drywall material above the repaired portion, creating a through hole in part of the drywall material, injecting and filling the gap in the fitting portion with water-stopping material, and then reapplying the water-stopping material that was removed above the repaired portion (hereinafter referred to as the repair method).

本発明の補修方法では、既存の外装材に施工する後付け構造体を設ける場合に、雨水の浸入を簡便な方法で補修でき、止水性を付与し、補修後に意匠性を保つことができる。 The repair method of the present invention allows for easy repair of rainwater infiltration when installing a retrofit structure on an existing exterior material, provides waterproofing, and maintains the design after repair.

本発明に係る補修方法に使用する乾式壁材の一実施例を示す側面図である。1 is a side view showing an embodiment of a drywall material used in a repair method according to the present invention. 本発明に係る補修方法に使用する乾式壁材の一実施例の部分拡大図である。FIG. 2 is a partially enlarged view of an embodiment of a drywall material used in the repair method according to the present invention. 本発明に係る補修方法に使用する乾式壁材の一実施例の嵌合状態を示す断面図である。1 is a cross-sectional view showing the fitting state of one embodiment of a drywall material used in the repair method of the present invention. FIG. 先付け構造体の施工例を示す斜視図である。FIG. 11 is a perspective view showing an example of installation of a pre-attached structure. 本発明に係る補修方法に使用する後付け構造体の雨水の縦走りの例を示す斜視図である。FIG. 1 is a perspective view showing an example of rainwater running vertically through a retrofit structure used in the repair method according to the present invention. 本発明に係る補修方法の一実施例を示す断面図である。1 is a cross-sectional view showing an embodiment of a repair method according to the present invention. 本発明に係る補修方法を施工した一実施例を示す断面図である。FIG. 1 is a cross-sectional view showing an embodiment in which a repair method according to the present invention is carried out.

以下、図面を用いて本発明に係る補修方法に使用する乾式壁材の実施例について詳細に説明する。なお、図面の説明において同一要素には同一符号が付され、重複する説明は省略している。図1は、本発明に係る補修方法に使用する乾式壁材の一実施例の側面図である。図2の(a)は、本発明に係る補修方法に使用する乾式壁材の一実施例の雄部の部分拡大側面図であり、図2の(b)は、本発明に係る補修方法に使用する乾式壁材の一実施例の雌部の部分拡大側面図である。図3は、本発明に係る補修方法に使用する乾式壁材の一実施例の嵌合状態を示す断面図である。図4は、先付け構造体の施工例を示す斜視図である。図5は、本発明に係る補修方法に使用する後付け構造体の雨水漏れの例を示す斜視図である。図6の(a)は、本発明に係る補修方法において貫通孔を設けた際の一実施例を示す断面図であり、図6の(b)は、本発明に係る補修方法において止水材を注入し、充填させた際の一実施例を示す断面図である。図7は、本発明に係る補修方法を施工した一実施例を示す断面図である。図中に示されている軸は、各図面の方向を示している。X軸は乾式壁材の雄側(Xi)-雌側(Xii)、Y軸は屋根側(Yi)-土台側(Yii)、Z軸は屋外側(Zi)-屋内側(Zii)をそれぞれ示している。 Below, an embodiment of the drywall material used in the repair method according to the present invention will be described in detail with reference to the drawings. In the description of the drawings, the same elements are given the same reference numerals, and duplicated descriptions are omitted. FIG. 1 is a side view of an embodiment of the drywall material used in the repair method according to the present invention. FIG. 2(a) is a partially enlarged side view of a male part of an embodiment of the drywall material used in the repair method according to the present invention, and FIG. 2(b) is a partially enlarged side view of a female part of an embodiment of the drywall material used in the repair method according to the present invention. FIG. 3 is a cross-sectional view showing the fitting state of an embodiment of the drywall material used in the repair method according to the present invention. FIG. 4 is a perspective view showing an example of the construction of a pre-attached structure. FIG. 5 is a perspective view showing an example of rainwater leakage from a post-attached structure used in the repair method according to the present invention. FIG. 6(a) is a cross-sectional view showing an embodiment of the repair method according to the present invention when a through hole is provided, and FIG. 6(b) is a cross-sectional view showing an embodiment of the repair method according to the present invention when a water-stopping material is injected and filled. FIG. 7 is a cross-sectional view showing an embodiment of the repair method according to the present invention. The axes shown in the figures indicate the direction of each drawing. The X-axis represents the male side (Xi) to the female side (Xii) of the drywall material, the Y-axis represents the roof side (Yi) to the foundation side (Yii), and the Z-axis represents the exterior side (Zi) to the interior side (Zii).

図1には、本発明に係る補修方法に使用する乾式壁材1の側面図を示している。乾式壁材1は金属製表面材2と裏面材3と芯材4から成る。金属製表面材2は例えば、鉄、アルミニウム、銅、ステンレス、チタン、アルミ・亜鉛合金メッキ鋼板、ガルバ鋼板(登録商標)、ホーロー鋼板、クラッド鋼板、ラミネート鋼板(塩ビ鋼板等)、サンドイッチ鋼板(制振鋼板等)、合成樹脂製板材、例えば塩化ビニル樹脂、ポリカーボネイト樹脂等(勿論、これらを各種色調に塗装したカラー板を含む)の一種をロール成形、プレス成形、等によって各種形状に成形したものである。裏面材3は、アルミニウム蒸着紙、クラフト紙、アスファルトフェルト、金属箔(Al、Fe、Pb、Cu)、合成シート、ゴムシート、布シート、石膏紙、水酸化アルミ紙、ガラス繊維不織布等の一種、または二種以上をラミネートしたもの、あるいは防水処理、難燃処理されたシート状物や、前記金属鋼板等からなるものでも良い。 Figure 1 shows a side view of drywall material 1 used in the repair method of the present invention. Drywall material 1 is composed of a metal surface material 2, a backing material 3, and a core material 4. Metal surface material 2 is, for example, iron, aluminum, copper, stainless steel, titanium, aluminum-zinc alloy plated steel plate, galvanized steel plate (registered trademark), enameled steel plate, clad steel plate, laminated steel plate (PVC steel plate, etc.), sandwich steel plate (vibration-damping steel plate, etc.), synthetic resin plate material such as polyvinyl chloride resin, polycarbonate resin, etc. (including, of course, color plates made by painting these in various colors) formed into various shapes by roll forming, press forming, etc. The backing material 3 may be made of one or more of the following materials: aluminum-deposited paper, craft paper, asphalt felt, metal foil (Al, Fe, Pb, Cu), synthetic sheet, rubber sheet, cloth sheet, gypsum paper, aluminum hydroxide paper, glass fiber nonwoven fabric, etc., or a laminate of two or more of these materials; or it may be made of a sheet-like material that has been treated to be waterproof or flame-retardant, or the above-mentioned metal steel plate, etc.

芯材4は、ポリウレタンフォーム、ポリイソシアヌレートフォーム、フェノールフォーム、塩化ビニルフォーム、ポリエチレンフォーム、ポリスチレンフォーム、ユリアフォーム等の合成樹脂発泡体からなるものであり、例えばレゾール型フェノールの原液と、硬化剤、発泡剤を混合し、金属製表面材2、または裏面材3の裏面側に吐出させ、加熱して反応・発泡・硬化させて形成したものである。また、芯材4中には各種難燃材として軽量骨材(パーライト粒、ガラスビーズ、石膏スラグ、タルク石、シラスバルーン、水酸化アルミニウム等)、繊維状物(グラスウール、ロックウール、カーボン繊維、グラファイト等)を混在させ、防火性、耐火性を向上させることもできる。 The core material 4 is made of synthetic resin foam such as polyurethane foam, polyisocyanurate foam, phenol foam, vinyl chloride foam, polyethylene foam, polystyrene foam, or urea foam. For example, it is made by mixing a resol-type phenol concentrate with a hardener and a foaming agent, discharging it onto the metal surface material 2 or the back side of the back material 3, and heating it to react, foam, and harden it. In addition, various types of flame retardants such as lightweight aggregates (perlite particles, glass beads, gypsum slag, talc stone, silt balloons, aluminum hydroxide, etc.) and fibrous materials (glass wool, rock wool, carbon fiber, graphite, etc.) can be mixed into the core material 4 to improve fire prevention and fire resistance.

図2の(a)は、乾式壁材1の雄部5の部分拡大側面図を示している。雄部5は、固定面11と嵌合片14の間に係合溝13が設けられ、嵌合片14の屋外側には段差15でつながった目地面16が設けられ、目地面16の雌側端部には立ち上がり片17が設けられ、化粧面18へつながっている。固定面11には、固定部12が設けられている。 Figure 2 (a) shows a partially enlarged side view of the male part 5 of the drywall material 1. The male part 5 has an engagement groove 13 between the fixing surface 11 and the mating piece 14, and a joint surface 16 connected by a step 15 is provided on the outdoor side of the mating piece 14. A rising piece 17 is provided on the female end of the joint surface 16, which is connected to the decorative surface 18. The fixing surface 11 has a fixing part 12.

図2の(b)は、乾式壁材1の雌部6の部分拡大側面図を示している。雌部6は、係合片19とカバー片21の間に嵌合溝20が設けられている。カバー片21は嵌合溝20側に内側傾斜部22と接触部23と傾斜部24が設けられ、化粧面18へつながっている。また、嵌合溝20にはパッキン25が設けられても良い。パッキン25は例えば、ポリ塩化ビニル系、クロロプレン系、クロロスルホン化ポリエチレン系、エチレンプロピレン系、アスファルト含有ポリウレタン系、EPMやEPDM等の一般的に市販されているもので構わない。 Figure 2(b) shows a partially enlarged side view of the female part 6 of the drywall material 1. The female part 6 has a mating groove 20 between the engagement piece 19 and the cover piece 21. The cover piece 21 has an inner inclined part 22, a contact part 23, and an inclined part 24 on the mating groove 20 side, and is connected to the decorative surface 18. A gasket 25 may also be provided in the mating groove 20. The gasket 25 may be, for example, a polyvinyl chloride-based, chloroprene-based, chlorosulfonated polyethylene-based, ethylene propylene-based, asphalt-containing polyurethane-based, EPM, EPDM, or other commonly available commercially available gasket.

図3は、乾式壁材1の嵌合状態の断面図を示している。乾式壁材1は固定具31を用いて、胴縁32に施工することができる。また、嵌合片14は嵌合溝20に、係合片19は係合溝13にそれぞれ係合することにより、乾式壁材1同士が連結される。連結された際に生じる嵌合部間隙33は、嵌合片14、段差15、接触部23、内側傾斜部22、パッキン25からなる。 Figure 3 shows a cross-sectional view of the drywall material 1 in an interlocking state. The drywall material 1 can be attached to the furring strip 32 using the fastener 31. The interlocking piece 14 engages with the interlocking groove 20, and the interlocking piece 19 engages with the interlocking groove 13, thereby connecting the drywall materials 1 together. The interlocking gap 33 that is created when connected is made up of the interlocking piece 14, the step 15, the contact portion 23, the inner inclined portion 22, and the gasket 25.

図4は、建物の外壁面に対する先付け構造体43の施工例の斜視図を示している。先付け構造体43は例えば、屋根材や庇などであり、建物を設計する際にあらかじめ含めるものである。先付け構造体43が屋根材である場合、図4に示すように、アスファルトルーフィング41、胴縁42、先付け構造体43を施工したのち、雨押さえ包み板44、透湿防水シート45、胴縁46、を施工し、先付け構造体43上部に乾式壁材1等を施工していく。 Figure 4 shows a perspective view of an example of the installation of a pre-attached structure 43 on the exterior wall surface of a building. The pre-attached structure 43 is, for example, a roofing material or eaves, and is included in advance when designing a building. When the pre-attached structure 43 is a roofing material, as shown in Figure 4, after installing asphalt roofing 41, furring strips 42, and the pre-attached structure 43, a rain retaining casing board 44, a moisture-permeable waterproof sheet 45, and furring strips 46 are installed, and then a drywall material 1 or the like is installed on top of the pre-attached structure 43.

図5は、後付け構造体51を施工した際の雨水縦走りの様子を示した斜視図である。後付け構造体51は庇や風除室などであり、リフォームや改修により既存の乾式壁材1の屋外側に取り付けられるものである。後付け構造体51を取り付ける際は、既存の乾式壁材1の目地面16を図4のように、X軸方向に分断することができない。そのため、図5のように、後付け構造体51の上部における目地面16から嵌合部間隙33へ、雨水47が浸入してしまった場合、後付け構造体51の下部まで伝ってしまい、後付け構造体としての機能を十分に果たせなくなる恐れがある。 Figure 5 is a perspective view showing how rainwater runs vertically when a retrofit structure 51 is installed. The retrofit structure 51 is a canopy or windbreak, etc., and is attached to the outdoor side of the existing drywall material 1 during renovation or repair. When installing the retrofit structure 51, the joint surface 16 of the existing drywall material 1 cannot be divided in the X-axis direction as shown in Figure 4. Therefore, if rainwater 47 seeps into the fitting gap 33 from the joint surface 16 at the top of the retrofit structure 51 as shown in Figure 5, it may trickle down to the bottom of the retrofit structure 51, causing it to fail to fully function as a retrofit structure.

図6および図7は、本発明に係る補修方法の一実施例の断面図を示している。図6(a)は貫通孔61を設ける工程を示しており、図6(b)はシーリング62を注入し充填する工程を示しており、図7は改修部上部において除去した止水材52を止水材64によって再び施工する工程を示している。 Figures 6 and 7 show cross-sectional views of one embodiment of the repair method according to the present invention. Figure 6(a) shows the process of creating a through hole 61, Figure 6(b) shows the process of injecting and filling a sealant 62, and Figure 7 shows the process of replacing the water-stopping material 52 removed from the upper part of the repaired area with water-stopping material 64.

本発明に係る補修方法は、縦張りに施工した乾式壁材1の目地面16と、後付け構造体51の止水材52との交点における補修方法であり、以下に詳説する。カバー片21の傾斜部24側端部を中心とし、止水材52をX軸方向に約20mm程度ずつ除去し、目地面16、立ち上がり片17、カバー片21、傾斜部24を露出させる。その後、工具等を用いて、カバー片21において、金属製表面材2と芯材4と内側傾斜部22を貫通するように、貫通孔61を形成する。貫通孔61は、傾斜部24側端部から7mm程度の位置に形成するのが望ましく、深さは金属表面材2からZ軸方向に6mm程度以下が望ましい。また、貫通孔61の直径は5mm以下が望ましい。貫通孔61が接触部23に達してしまうと、乾式壁材1の段差15を傷つけてしまう恐れがあり、傾斜部24側からの漏水を招いてしまう。 The repair method according to the present invention is a repair method at the intersection between the joint surface 16 of the vertically installed drywall material 1 and the water-stop material 52 of the post-installation structure 51, and will be described in detail below. The water-stop material 52 is removed in the X-axis direction by about 20 mm each, centered on the end of the inclined portion 24 of the cover piece 21, to expose the joint surface 16, the rising piece 17, the cover piece 21, and the inclined portion 24. Then, using a tool or the like, a through hole 61 is formed in the cover piece 21 so as to penetrate the metal surface material 2, the core material 4, and the inner inclined portion 22. The through hole 61 is preferably formed at a position about 7 mm from the end of the inclined portion 24, and the depth is preferably about 6 mm or less in the Z-axis direction from the metal surface material 2. The diameter of the through hole 61 is preferably 5 mm or less. If the through hole 61 reaches the contact portion 23, there is a risk of damaging the step 15 of the drywall material 1, which may lead to water leakage from the inclined portion 24 side.

貫通孔61を設けたのち、嵌合部間隙33にシーリング62を充填する。貫通孔61の直径よりも細くしたシーリングホルダー63を嵌合部間隙33に挿入し、シーリング62を注入する。この際、止水効果を高めるため、目地面16と接触部23の隙間や貫通孔61からシーリング62がはみ出す程度まで注入した方が望ましい。しかし、意匠性を損なう恐れがあるため、はみ出したシーリング62は、嵌合部間隙33への充填が完了し次第、除去する必要がある。 After the through hole 61 is created, the fitting gap 33 is filled with sealant 62. A sealing holder 63, which is narrower than the diameter of the through hole 61, is inserted into the fitting gap 33 and the sealant 62 is injected. In order to enhance the water-stopping effect, it is desirable to inject the sealant 62 until it overflows from the gap between the joint surface 16 and the contact portion 23 and from the through hole 61. However, the overflowing sealant 62 must be removed as soon as the filling of the fitting gap 33 is completed, as this may impair the design.

止水材52を除去した部分を塞ぐため、図7のように、新たに止水材64を施工し、補修を完了させる。 To seal the area where the water-stopping material 52 has been removed, new water-stopping material 64 is applied as shown in Figure 7, completing the repair.

前述のシーリング62を注入する工程において、さらに作業性を向上させるため、マスキングテープ等を用いたはみ出し防止策を講じても構わない。止水材52のY軸方向端部において、X軸方向に沿って、金属表面材2上および後付け構造体51上にマスキングテープ等を設けることにより、はみ出したシーリング62の除去や、止水材64を施工する作業を容易に行えるようになる。 To further improve workability in the process of injecting the sealant 62 described above, measures to prevent overflow using masking tape or the like may be taken. By providing masking tape or the like on the metal surface material 2 and on the retrofit structure 51 along the X-axis direction at the Y-axis direction end of the water-stopping material 52, it becomes easier to remove the overflowing sealant 62 and apply the water-stopping material 64.

1 乾式壁材
2 金属製表面材
3 表面材
4 芯材
5 雄部
6 雌部
11 固定面
12 固定部
13 係合溝
14 嵌合片
15 段差
16 目地面
17 立ち上がり片
18 化粧面
19 係合片
20 嵌合溝
21 カバー片
22 内側傾斜部
23 接触部
24 傾斜部
25 パッキン
31 固定具
32 胴縁
33 嵌合部間隙
41 アスファルトルーフィング
42 胴縁
43 先付け構造体
44 雨押さえ包み板
45 透湿防水シート
46 胴縁
47 雨
51 後付け構造体
52 止水材
61 貫通孔
62 シーリング
63 シーリングホルダー
64 止水材
Reference Signs List 1 drywall material 2 metal surface material 3 surface material 4 core material 5 male part 6 female part 11 fixing surface 12 fixing part 13 engagement groove 14 mating piece 15 step 16 joint surface 17 rising piece 18 decorative surface 19 engagement piece 20 mating groove 21 cover piece 22 inner inclined part 23 contact part
24 Inclined portion 25 Gasket 31 Fixing device 32 Furring strip 33 Fitting gap 41 Asphalt roofing 42 Furring strip 43 Pre-attached structure 44 Rain guard covering board 45 Moisture-permeable waterproof sheet 46 Furring strip 47 Rain 51 Post-attached structure 52 Water-stopping material 61 Through hole 62 Sealing 63 Sealing holder 64 Water-stopping material

Claims (1)

縦張りに施工した乾式壁材において、改修を行った際に発生する改修部上下の雨水漏れを補修する方法であって、
前記改修部の上部において、改修部と乾式壁材間の止水材を除去する工程と、
前記止水材を除去したのち、乾式壁材の一部に貫通孔を設ける工程と、
貫通孔を設けたのち、嵌合部間隙に止水材を注入し充填する工程と、
止水材を注入したのち、改修部上部において除去した止水材を再び施工する工程とを備えた、雨水の縦走り防止補修方法。
A method for repairing rainwater leaks that occur above and below a repaired portion of a vertically installed drywall material, comprising:
removing a waterproofing material between the repaired portion and the drywall material above the repaired portion;
After removing the waterproofing material, a step of providing a through hole in a portion of the drywall material;
After providing the through hole, a step of injecting and filling a water-stopping material into the fitting gap;
This repair method for preventing vertical running of rainwater includes a process of injecting the water-stopping material and then reapplying the water-stopping material that was removed above the repaired area.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000120277A (en) 1998-10-15 2000-04-25 Inax Corp Repair method for floating parts such as walls
JP2008274592A (en) 2007-04-26 2008-11-13 Daiwa House Ind Co Ltd Exterior wall installation
JP2011208425A (en) 2010-03-30 2011-10-20 Ig Kogyo Kk External facing material
US20180251971A1 (en) 2017-03-06 2018-09-06 Jehbco Manufacturing Pty Ltd Seal and gaps and joints sealing method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000120277A (en) 1998-10-15 2000-04-25 Inax Corp Repair method for floating parts such as walls
JP2008274592A (en) 2007-04-26 2008-11-13 Daiwa House Ind Co Ltd Exterior wall installation
JP2011208425A (en) 2010-03-30 2011-10-20 Ig Kogyo Kk External facing material
US20180251971A1 (en) 2017-03-06 2018-09-06 Jehbco Manufacturing Pty Ltd Seal and gaps and joints sealing method

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