JP2021183788A - Water cut-off structure and construction method of dry type exterior material - Google Patents

Water cut-off structure and construction method of dry type exterior material Download PDF

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JP2021183788A
JP2021183788A JP2020089870A JP2020089870A JP2021183788A JP 2021183788 A JP2021183788 A JP 2021183788A JP 2020089870 A JP2020089870 A JP 2020089870A JP 2020089870 A JP2020089870 A JP 2020089870A JP 2021183788 A JP2021183788 A JP 2021183788A
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joint
exterior material
dry exterior
sealing material
dry
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賢 原山
Ken Harayama
哲朗 石川
Tetsuro Ishikawa
真一 青木
Shinichi Aoki
創 平井
Hajime Hirai
紋規 井澤
Ayaki Izawa
洋文 福田
Hirofumi Fukuda
博文 野々村
Hirofumi Nonomura
智紀 有信
Tomonori Arinobu
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Priority to JP2020089870A priority Critical patent/JP2021183788A/en
Publication of JP2021183788A publication Critical patent/JP2021183788A/en
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Abstract

To provide a water cut-off structure and a construction method of a dry type exterior material that improves water cut-off performance.SOLUTION: In a building exterior wall configured by arranging multiple dry type exterior materials 10 in parallel, a water cut-off structure 100 of a joint 12 is formed between adjacent dry type exterior materials 10, and comprises an indeterminate form seal material 18 arranged as a primary water cut-off line at an outside area A of the joint 12 and an indeterminate form seal material 20 arranged as a secondary water cut-off line at an inside area B of the joint 12.SELECTED DRAWING: Figure 1

Description

本発明は、例えば押出成形セメント板などの乾式外装材の止水構造および施工方法に関するものである。 The present invention relates to a waterproof structure and a construction method for a dry exterior material such as an extruded cement board.

従来、建物の外壁として使用される押出成形セメント板などの乾式外装材が知られている。乾式外装材を用いる外壁構造では、建物の躯体に下地材となるアングルを固定し、乾式外装材の背面に留め付けられたクリップ等をアングルに係止させることによって躯体に取り付けている(例えば、特許文献1を参照)。また、乾式外装材の両端部には、一般に、長さ方向に凹凸状の嵌合部が設けられており、例えば縦張りの外装材として用いる場合には、凹凸状の嵌合部どうしを嵌合するとともに、上下の乾式外装材の間に一定間隔をあけて取り付けている。このため、乾式外装材の間には、縦方向、横方向のいずれにも目地部が形成される。目地部には、目地部を通じて屋内側に雨水等の水が浸入するのを阻止するために、止水シールが設けられる。止水シールは、一般に目地部の屋外側に充填されるシーリング材で構成される。 Conventionally, dry exterior materials such as extruded cement boards used as outer walls of buildings are known. In an outer wall structure using a dry exterior material, an angle as a base material is fixed to the building frame, and a clip or the like fastened to the back surface of the dry exterior material is locked to the angle to attach it to the frame (for example,). See Patent Document 1). Further, both ends of the dry exterior material are generally provided with uneven fitting portions in the length direction. For example, when used as a vertically stretched exterior material, the uneven fitting portions are fitted to each other. At the same time, they are attached at regular intervals between the upper and lower dry exterior materials. Therefore, joints are formed between the dry exterior materials in both the vertical direction and the horizontal direction. A water stop seal is provided on the joint portion in order to prevent water such as rainwater from entering the indoor side through the joint portion. The waterproof seal is generally composed of a sealing material that is filled on the outdoor side of the joint.

また、シーリング材だけでは止水性能が不十分なことがあるため、シーリング材の屋内側にガスケットや水切り材を取り付けた二次止水構造を採用することが一般的である。 In addition, since the sealing material alone may not have sufficient waterproofing performance, it is common to adopt a secondary waterproofing structure in which a gasket or a draining material is attached to the indoor side of the sealing material.

実用新案登録第3194278号公報Utility Model Registration No. 3194278 Gazette

しかし、上記の従来の止水方法では、止水性能は一次止水ラインであるシーリング材(不定形シール材)に依存する。ガスケットなどによる二次止水ライン(定形シール材)は厳密には連続しておらず、二次止水ラインは一次止水を補完しているに過ぎない。そのため、一次止水ラインが損傷した場合、二次止水ラインでの確実な止水は期待できない。 However, in the above-mentioned conventional water stopping method, the water stopping performance depends on the sealing material (amorphous sealing material) which is the primary water stopping line. Strictly speaking, the secondary water stop lines (standard sealing materials) using gaskets and the like are not continuous, and the secondary water stop lines only complement the primary water stop. Therefore, if the primary water stop line is damaged, reliable water stoppage at the secondary water stop line cannot be expected.

一方、押出成形セメント板などの乾式外装材の高層建物および重要用途(病院・データセンター等)への適用が益々増加しており、止水性能の向上が求められていた。 On the other hand, the application of dry exterior materials such as extruded cement boards to high-rise buildings and important applications (hospitals, data centers, etc.) is increasing more and more, and improvement of water blocking performance has been required.

本発明は、上記に鑑みてなされたものであって、止水性能の向上が図られた乾式外装材の止水構造および施工方法を提供することを目的とする。 The present invention has been made in view of the above, and an object of the present invention is to provide a water-stopping structure and a construction method for a dry exterior material having improved water-stopping performance.

上記した課題を解決し、目的を達成するために、本発明に係る乾式外装材の止水構造は、乾式外装材を複数並設して構成される建物外壁において、隣り合う乾式外装材の間に形成される目地の止水構造であって、目地の外側領域に一次止水ラインとして設けられる不定形シール材と、目地の内側領域に二次止水ラインとして設けられる不定形シール材とを備えることを特徴とする。 In order to solve the above-mentioned problems and achieve the object, the waterproof structure of the dry exterior material according to the present invention is between adjacent dry exterior materials in the outer wall of the building composed of a plurality of dry exterior materials arranged side by side. An amorphous sealing material provided as a primary waterproof line in the outer region of the joint and an amorphous sealing material provided as a secondary waterproof line in the inner region of the joint. It is characterized by being prepared.

また、本発明に係る乾式外装材の止水構造の施工方法は、上述した乾式外装材の止水構造を施工するための方法であって、目地の外側領域に一次止水ラインとして不定形シール材を設けるステップと、目地の内側領域に二次止水ラインとして不定形シール材を設けるステップとを有することを特徴とする。 Further, the method for constructing the waterproof structure of the dry exterior material according to the present invention is a method for constructing the waterproof structure of the dry exterior material described above, and is an amorphous seal as a primary waterproof line in the outer region of the joint. It is characterized by having a step of providing a material and a step of providing an amorphous sealing material as a secondary water stop line in the inner region of the joint.

本発明に係る乾式外装材の止水構造によれば、乾式外装材を複数並設して構成される建物外壁において、隣り合う乾式外装材の間に形成される目地の止水構造であって、目地の外側領域に一次止水ラインとして設けられる不定形シール材と、目地の内側領域に二次止水ラインとして設けられる不定形シール材とを備えるので、止水性能の向上を図ることができるという効果を奏する。 According to the waterproof structure of the dry exterior material according to the present invention, it is a waterproof structure of joints formed between adjacent dry exterior materials on the outer wall of a building composed of a plurality of dry exterior materials arranged side by side. Since it is equipped with an atypical sealing material provided as a primary water stop line in the outer region of the joint and an atypical sealing material provided as a secondary water stop line in the inner region of the joint, it is possible to improve the water stopping performance. It has the effect of being able to do it.

また、本発明に係る乾式外装材の止水構造の施工方法によれば、上述した乾式外装材の止水構造を施工するための方法であって、目地の外側領域に一次止水ラインとして不定形シール材を設けるステップと、目地の内側領域に二次止水ラインとして不定形シール材を設けるステップとを有するので、止水性能の向上を図ることができるという効果を奏する。 Further, according to the method for constructing the waterproof structure of the dry exterior material according to the present invention, it is a method for constructing the waterproof structure of the dry exterior material described above, and is not used as a primary waterproof line in the outer region of the joint. Since it has a step of providing a fixed-shaped sealing material and a step of providing an amorphous sealing material as a secondary water-stopping line in the inner region of the joint, it has an effect that the water-stopping performance can be improved.

図1は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態1を示す断面図である。FIG. 1 is a cross-sectional view showing the first embodiment of the waterproof structure and construction method of the dry exterior material according to the present invention. 図2は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態2を示す平断面図である。FIG. 2 is a plan sectional view showing the second embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention. 図3は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態3を示す側断面図である。FIG. 3 is a side sectional view showing the third embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention. 図4は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態4を示す側断面図である。FIG. 4 is a side sectional view showing the fourth embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention. 図5は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態5を示す側断面図である。FIG. 5 is a side sectional view showing the fifth embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention. 図6は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態6を示す図であり、(1)は概略正面図、(2)はH1−H1線に沿った断面図、(3)はV1−V1線に沿った断面図である。6A and 6B are views showing the sixth embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention, FIG. 6 is a schematic front view, and FIG. 6 is a cross-sectional view taken along the line H1-H1. , (3) are cross-sectional views taken along the line V1-V1. 図7は、本発明に係る乾式外装材の止水構造および施工方法の実施の形態6を示す図であり、(1)は要部斜視図、(2)は上面図である。7A and 7B are views showing the sixth embodiment of the waterproof structure and the construction method of the dry exterior material according to the present invention, (1) is a perspective view of a main part, and (2) is a top view.

以下に、本発明に係る乾式外装材の止水構造および施工方法の実施の形態を図面に基づいて詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。 Hereinafter, embodiments of the waterproof structure and the construction method of the dry exterior material according to the present invention will be described in detail with reference to the drawings. The present invention is not limited to this embodiment.

(実施の形態1)
まず、本発明の実施の形態1について説明する。
図1に示すように、本実施の形態1に係る乾式外装材の止水構造100は、乾式外装材10を複数並設して構成される建物外壁において、隣り合う乾式外装材10の間に形成される目地12の止水構造である。乾式外装材10は、矩形状の押出成形セメント板で構成されている。この押出成形セメント板は、中空部14と、端部に設けられた凹凸状の嵌合部16を有する。隣り合う一方の乾式外装材10の嵌合部16の凸部が、他方の乾式外装材10の嵌合部16の凹部に嵌合している。目地12はこの嵌合部16の間に迷路状に形成される。嵌合部16の凸部と凹部は、ウレタンなどのバックアップ材17を介して嵌合している。なお、図1は、縦張りの外装材の場合には上から見た断面図であり、横張りの場合には側方から見た断面図である。横張りの場合は、通常の実態形態は、凸部が下側で凹部が上側となるように押出成形セメント板が配置されるが、本発明では通常の実態形態とは上下逆に配置している。
(Embodiment 1)
First, Embodiment 1 of the present invention will be described.
As shown in FIG. 1, in the waterproof structure 100 of the dry exterior material according to the first embodiment, in the building outer wall formed by arranging a plurality of dry exterior materials 10 side by side, between adjacent dry exterior materials 10. It is a waterproof structure of the joint 12 to be formed. The dry exterior material 10 is made of a rectangular extruded cement plate. This extruded cement plate has a hollow portion 14 and an uneven fitting portion 16 provided at an end portion. The convex portion of the fitting portion 16 of one of the adjacent dry exterior materials 10 is fitted into the concave portion of the fitting portion 16 of the other dry exterior material 10. The joints 12 are formed in a maze between the fitting portions 16. The convex portion and the concave portion of the fitting portion 16 are fitted via a backup material 17 such as urethane. Note that FIG. 1 is a cross-sectional view seen from above in the case of a vertically stretched exterior material, and is a cross-sectional view seen from the side in the case of a horizontally stretched exterior material. In the case of horizontal laying, the extruded cement plate is arranged so that the convex portion is on the lower side and the concave portion is on the upper side in the normal actual form, but in the present invention, the extruded cement plate is arranged upside down from the normal actual form. There is.

目地12の屋外側A(外側領域)には、一次止水ラインとして不定形シール材18が充填配置される。また、目地12の屋内側B(内側領域)には、二次止水ラインとして不定形シール材20が充填配置される。この不定形シール材20は、バックアップ材17に隣接して断面視でL字状に配置される。不定形シール材18、20は、例えば施工時に粘着性のあるペースト状で、目地に充填した後に硬化してゴム状になるシーリング材などの不定形シール材で構成することができる。不定形シール材20によって二次止水ラインの連続性を確保し、気密性を高めることで、室内外差圧による漏気を抑制し、目地12の止水性能の向上を図ることができる。このため、一次止水ラインである不定形シール材18が損傷した際の止水性能を向上することができる。本実施の形態は、高水密性能が求められる建物外壁の止水構造として好適である。 An amorphous sealing material 18 is filled and arranged as a primary water stop line on the outdoor side A (outer region) of the joint 12. Further, an amorphous sealing material 20 is filled and arranged as a secondary water stop line on the indoor side B (inner region) of the joint 12. The amorphous sealing material 20 is arranged adjacent to the backup material 17 in an L shape in a cross-sectional view. The amorphous sealing materials 18 and 20 can be made of an amorphous sealing material such as a sealing material which is in the form of a sticky paste at the time of construction and is hardened to become rubber-like after being filled in the joints. By ensuring the continuity of the secondary water stop line with the amorphous sealing material 20 and improving the airtightness, it is possible to suppress air leakage due to the differential pressure between the inside and outside of the room and improve the water stop performance of the joint 12. Therefore, it is possible to improve the water stopping performance when the amorphous sealing material 18 which is the primary water stopping line is damaged. This embodiment is suitable as a waterproof structure for the outer wall of a building where high watertightness is required.

上記の止水構造100を施工する場合には、まず、建物の躯体に固定されたアングル(下地材)に対し、隣接する二つのうち一の乾式外装材の背面に留め付けられた図示しないクリップ(取付け具)を係止させることによって、一の乾式外装材10を躯体に取り付ける。続いて、二次止水ラインである不定形シール材20を目地12となる部分に施工する。次に、取り付け済の乾式外装材10の嵌合部16の隣に別の乾式外装材10を配置し、不定形シール材20を挟み付ける形で嵌合部16に嵌合させ、躯体に取り付ける。このようにして目地12が形成される。その後、目地12に一次止水ラインである不定形シール材18を充填する。このようにして、上記の止水構造100を施工することができる。 When constructing the above-mentioned waterproof structure 100, first, a clip (not shown) fastened to the back surface of one of two adjacent dry exterior materials with respect to an angle (base material) fixed to the building frame. By locking the (attachment), one dry exterior material 10 is attached to the skeleton. Subsequently, the amorphous sealing material 20 which is a secondary water blocking line is applied to the portion to be the joint 12. Next, another dry exterior material 10 is arranged next to the fitting portion 16 of the attached dry exterior material 10, and the amorphous sealing material 20 is sandwiched between the fitting portions 16 and attached to the skeleton. .. In this way, the joint 12 is formed. After that, the joint 12 is filled with the amorphous sealing material 18 which is a primary water stop line. In this way, the above-mentioned waterproof structure 100 can be constructed.

(実施の形態2)
次に、本発明の実施の形態2について説明する。
図2に示すように、本実施の形態2に係る乾式外装材の止水構造200は、上記の実施の形態1において、乾式外装材10の背面に留め付けられるクリップ22(例えばZクリップ)部分の止水性能を向上したものである。この止水構造200は、クリップ22から乾式外装材10の中空部14に向けて貫通した孔に挿通配置されるボルト24と、ボルト24を通すとともに中空部14の屋内側Bに配置される平ナット26と、ボルト24を通すとともに中空部14の屋内側Bの面と平ナット26の屋内側Bの間に密着配置される止水用のパッキン材28と、ボルト24と孔の間に設けられた不定形シール材30とを備える。これによれば、ボルト24の周囲の孔の隙間は不定形シール材30によって塞がれるので、水みちが形成されない。このため、乾式外装材10における止水性能を向上することができる。
(Embodiment 2)
Next, Embodiment 2 of the present invention will be described.
As shown in FIG. 2, the waterproof structure 200 of the dry exterior material according to the second embodiment has a clip 22 (for example, a Z clip) portion fastened to the back surface of the dry exterior material 10 in the first embodiment. It has improved water stopping performance. The waterproof structure 200 includes a bolt 24 that is inserted through a hole that penetrates from the clip 22 toward the hollow portion 14 of the dry exterior material 10, and a flat that is arranged on the indoor side B of the hollow portion 14 while passing the bolt 24. The nut 26, the packing material 28 for water stoppage that is closely arranged between the indoor side B surface of the hollow portion 14 and the indoor side B of the flat nut 26 while passing the bolt 24, and provided between the bolt 24 and the hole. The amorphous sealing material 30 is provided. According to this, since the gap between the holes around the bolt 24 is closed by the amorphous sealing material 30, no water path is formed. Therefore, the water blocking performance of the dry exterior material 10 can be improved.

上記の止水構造200を施工する場合には、まず、クリップ22を乾式外装材10の背面に仮固定する際に、ボルト24のねじ部に不定形シール材30を塗布する。その後、このボルト24をクリップ22、乾式外装材10、パッキン材28、平ナット26の順に挿通して締結する。このようにして、上記の止水構造200を施工することができる。 When constructing the water-stopping structure 200, first, when the clip 22 is temporarily fixed to the back surface of the dry exterior material 10, the amorphous sealing material 30 is applied to the threaded portion of the bolt 24. After that, the bolt 24 is inserted and fastened in the order of the clip 22, the dry exterior material 10, the packing material 28, and the flat nut 26. In this way, the above-mentioned waterproof structure 200 can be constructed.

(実施の形態3)
次に、本発明の実施の形態3について説明する。
図3に示すように、本実施の形態3に係る乾式外装材の止水構造300は、上記の実施の形態1、2における縦張りの足元最下部の止水構造である。乾式外装材10の下部の屋内側Bに取り付けられたクリップ22は、建物の躯体32に取り付けられたアングル33(ピース)に接続したL型鋼材からなるアングル36(通し)に係止して取り付けられている。アングル36はアングル34(ピース)を介してアングル33に固定される。なお、乾式外装材10の上部にも同様のクリップ22が設けられており、躯体32に取り付けられたアングル33等に固定されている。したがって、乾式外装材10は上下で躯体32に取り付けられる。アングル36の鉛直部と乾式外装材10の間には、不定形シール材43が充填配置される。不定形シール材43の上にはウレタンなどのバックアップ材17が配置される。乾式外装材10と躯体32との間に形成される目地13の屋外側Aには、一次止水ラインとして不定形シール材40が充填配置される。また、目地13の屋内側Bであってアングル36の水平部の下側には、二次止水ラインとして不定形シール材42が充填配置される。目地13内の不定形シール材40、42の間に、バックアップ材、耐火材などを設けてもよい。また、アングル36の上に水切り鋼板を設けてもよい。
(Embodiment 3)
Next, Embodiment 3 of the present invention will be described.
As shown in FIG. 3, the water-stopping structure 300 of the dry exterior material according to the third embodiment is the water-stopping structure at the lowermost part of the vertically stretched feet in the above-described first and second embodiments. The clip 22 attached to the indoor side B at the bottom of the dry exterior material 10 is locked and attached to an angle 36 (through) made of L-shaped steel material connected to an angle 33 (piece) attached to the building frame 32. Has been done. The angle 36 is fixed to the angle 33 via the angle 34 (piece). A similar clip 22 is also provided on the upper part of the dry exterior material 10, and is fixed to an angle 33 or the like attached to the skeleton 32. Therefore, the dry exterior material 10 is attached to the skeleton 32 at the top and bottom. An amorphous sealing material 43 is filled and arranged between the vertical portion of the angle 36 and the dry exterior material 10. A backup material 17 such as urethane is arranged on the amorphous sealing material 43. An amorphous sealing material 40 is filled and arranged as a primary water blocking line on the outdoor side A of the joint 13 formed between the dry exterior material 10 and the skeleton 32. Further, an amorphous sealing material 42 is filled and arranged as a secondary water stop line on the indoor side B of the joint 13 and below the horizontal portion of the angle 36. A backup material, a fireproof material, or the like may be provided between the amorphous sealing materials 40 and 42 in the joint 13. Further, a draining steel plate may be provided on the angle 36.

この構成によれば、不定形シール材42および43によって二次止水ラインの連続性を確保し、気密性を高めることで、室内外差圧による漏気を抑制し、目地13の止水性能の向上を図ることができる。このため、一次止水ラインである不定形シール材40が損傷した際の止水性能を向上することができる。 According to this configuration, the irregular sealing materials 42 and 43 ensure the continuity of the secondary water stop line and improve the airtightness to suppress air leakage due to the indoor / outdoor differential pressure and the water stop performance of the joint 13. Can be improved. Therefore, it is possible to improve the water stopping performance when the amorphous sealing material 40, which is the primary water stopping line, is damaged.

上記の止水構造300を施工する場合には、まず、乾式外装材10の屋内側Bに取り付けたクリップ22を、アングル36の入隅部に充填配置した不定形シール43を挟んでアングル36の鉛直部に係止し、乾式外装材10の下端をアングル36の水平部に載せ置く。続いて、アングル36の水平部の下の目地13内に、二次止水ラインである不定形シール材42を充填する。その後、目地13の屋外側Aに一次止水ラインである不定形シール材40を充填する。このようにして、上記の止水構造300を施工することができる。 When constructing the above-mentioned waterproof structure 300, first, the clip 22 attached to the indoor side B of the dry exterior material 10 is sandwiched between the amorphous seal 43 which is filled and arranged in the inner corner of the angle 36. It is locked to the vertical portion, and the lower end of the dry exterior material 10 is placed on the horizontal portion of the angle 36. Subsequently, the irregular sealing material 42, which is a secondary water stop line, is filled in the joint 13 below the horizontal portion of the angle 36. After that, the outdoor side A of the joint 13 is filled with the amorphous sealing material 40 which is the primary water stop line. In this way, the above-mentioned waterproof structure 300 can be constructed.

(実施の形態4)
次に、本発明の実施の形態4について説明する。
図4に示すように、本実施の形態4に係る乾式外装材の止水構造400は、上記の実施の形態1、2における縦張りの板間の水平目地部の止水構造である。乾式外装材10の下部の屋内側Bに取り付けられたクリップ22は、アングル35(通し)を介して躯体に固定される。アングル35には、重量受け用のアングル44(ピース)が固定されている。符号45は捨てシールである。乾式外装材10の下に形成される目地12の屋外側Aには、一次止水ラインとして不定形シール材40が充填配置される。また、目地12の屋内側Bであってアングル44の水平部と乾式外装材10の下端の間には、二次止水ラインとして不定形シール材46が充填配置される。このようにして、目地12の止水性能の向上を図ることができる。
(Embodiment 4)
Next, Embodiment 4 of the present invention will be described.
As shown in FIG. 4, the water-stopping structure 400 of the dry exterior material according to the fourth embodiment is the water-stopping structure of the horizontal joint portion between the vertically stretched plates in the above-described first and second embodiments. The clip 22 attached to the indoor side B below the dry exterior material 10 is fixed to the skeleton via the angle 35 (through). An angle 44 (piece) for receiving a weight is fixed to the angle 35. Reference numeral 45 is a discard sticker. An amorphous sealing material 40 is filled and arranged as a primary water blocking line on the outdoor side A of the joint 12 formed under the dry exterior material 10. Further, an amorphous sealing material 46 is filled and arranged as a secondary water stop line between the horizontal portion of the angle 44 and the lower end of the dry exterior material 10 on the indoor side B of the joint 12. In this way, the water stopping performance of the joint 12 can be improved.

(実施の形態5)
次に、本発明の実施の形態5について説明する。
図5に示すように、本実施の形態5に係る乾式外装材の止水構造500は、上記の実施の形態1の変形例であり、異種材料との間に形成される目地における止水構造である。図の例では、異種材料である角型鋼管52と乾式外装材10の間に形成される目地に、上記の実施の形態1と同様にして、不定形シール材18、不定形シール材20を設けている。すなわち、目地の屋外側Aに、一次止水ラインとして不定形シール材18を充填配置し、目地の屋内側Bに、二次止水ラインとして不定形シール材20を充填配置している。このようにしても、上記の実施の形態1と同様の作用効果を奏することができる。
(Embodiment 5)
Next, Embodiment 5 of the present invention will be described.
As shown in FIG. 5, the water-stopping structure 500 of the dry exterior material according to the fifth embodiment is a modification of the above-described first embodiment, and is a water-stopping structure at a joint formed between different materials. Is. In the example of the figure, the amorphous sealing material 18 and the amorphous sealing material 20 are formed in the joints formed between the square steel pipe 52 and the dry exterior material 10, which are different materials, in the same manner as in the first embodiment. It is provided. That is, the amorphous sealing material 18 is filled and arranged on the outdoor side A of the joint as a primary water blocking line, and the amorphous sealing material 20 is filled and arranged on the indoor side B of the joint as a secondary waterproof line. Even in this way, the same effect as that of the first embodiment can be obtained.

(実施の形態6)
次に、本発明の実施の形態6について説明する。
図6(1)に示すように、本実施の形態6に係る乾式外装材の止水構造600は、縦張りの場合の、水平方向と鉛直方向の目地交差部Cの止水構造である。目地交差部Cにおいては、水平方向および鉛直方向の止水ラインを確実に連続させることが止水性能上重要となる。
(Embodiment 6)
Next, Embodiment 6 of the present invention will be described.
As shown in FIG. 6 (1), the waterproof structure 600 of the dry exterior material according to the sixth embodiment is a waterproof structure of the joint intersection C in the horizontal direction and the vertical direction in the case of vertical tension. At the joint intersection C, it is important to ensure that the horizontal and vertical water stop lines are continuous in terms of water stop performance.

縦張りの場合、図6(2)、(3)に示すように、屋外側Aでは、水平、鉛直方向共、一次止水ライン(不定形シール材18、40)は屋外側Aのシェル(乾式外装材10)上にあり、目地交差部Cにおいて連続する。これに対し、屋内側Bでは、水平方向の二次止水ライン(不定形シール材46)は、屋内側Bのシェル上を通っているが、鉛直方向の二次止水ライン(不定形シール材20)は嵌合部16を通っているため、目地交差部Cで不連続となるおそれがある。そこで、本実施の形態では、図7に示すように、シェルの鉛直方向両端部の嵌合部16の屋内側Bに、二次止水ライン接続用の不定形シール材54を設けている。この不定形シール材54は、嵌合部16の不定形シール材20の端部に密着配置されるとともに、シェルの鉛直方向の端面と、屋内側Bの端面に沿って配置される。不定形シール材54は、図7(2)に示すように、乾式外装材10の一方を他方に嵌合すると当該位置に充填される。不定形シール材54の鉛直方向内側にはバックアップ材17が配置される。不定形シール材54の鉛直方向の端面は、水平方向の二次止水ライン(不定形シール材46)が密着する。 In the case of vertical tension, as shown in FIGS. 6 (2) and 6 (3), on the outdoor side A, the primary water stop lines (atypical sealing materials 18 and 40) are the shells on the outdoor side A in both the horizontal and vertical directions. It is on the dry exterior material 10) and is continuous at the joint intersection C. On the other hand, on the indoor side B, the horizontal secondary water stop line (atypical seal material 46) passes over the shell of the indoor side B, but the vertical secondary water stop line (atypical seal). Since the material 20) passes through the fitting portion 16, there is a possibility that the material 20) will be discontinuous at the joint intersection C. Therefore, in the present embodiment, as shown in FIG. 7, an amorphous sealing material 54 for connecting a secondary water stop line is provided on the indoor side B of the fitting portions 16 at both ends in the vertical direction of the shell. The amorphous sealing material 54 is closely arranged at the end of the irregular sealing material 20 of the fitting portion 16, and is also arranged along the vertical end surface of the shell and the end surface of the indoor side B. As shown in FIG. 7 (2), the amorphous sealing material 54 is filled in the position when one of the dry exterior materials 10 is fitted to the other. A backup material 17 is arranged inside the amorphous sealing material 54 in the vertical direction. A secondary water stop line in the horizontal direction (atypical sealing material 46) is in close contact with the vertical end face of the amorphous sealing material 54.

このようにすることで、目地交差部Cにおける水平方向および鉛直方向の二次止水ラインを確実に連続させることができる。なお、横張りの場合、水平方向と鉛直方向の目地12が逆となる。 By doing so, the secondary water stop lines in the horizontal direction and the vertical direction at the joint intersection C can be surely made continuous. In the case of horizontal tension, the joints 12 in the horizontal direction and the joints in the vertical direction are reversed.

以上説明したように、本発明に係る乾式外装材の止水構造によれば、乾式外装材を複数並設して構成される建物外壁において、隣り合う乾式外装材の間に形成される目地の止水構造であって、目地の外側領域に一次止水ラインとして設けられる不定形シール材と、目地の内側領域に二次止水ラインとして設けられる不定形シール材とを備えるので、止水性能の向上を図ることができる。 As described above, according to the waterproof structure of the dry exterior material according to the present invention, the joints formed between the adjacent dry exterior materials on the outer wall of the building formed by arranging a plurality of dry exterior materials side by side. It has a water-stopping structure and is provided with an atypical sealing material provided as a primary water-stopping line in the outer region of the joint and an atypical sealing material provided as a secondary water-stopping line in the inner region of the joint. Can be improved.

また、本発明に係る乾式外装材の止水構造の施工方法によれば、上述した乾式外装材の止水構造を施工するための方法であって、目地の外側領域に一次止水ラインとして不定形シール材を設けるステップと、目地の内側領域に二次止水ラインとして不定形シール材を設けるステップとを有するので、止水性能の向上を図ることができる。 Further, according to the method for constructing the waterproof structure of the dry exterior material according to the present invention, it is a method for constructing the waterproof structure of the dry exterior material described above, and is not used as a primary waterproof line in the outer region of the joint. Since it has a step of providing a fixed-shaped sealing material and a step of providing an amorphous sealing material as a secondary water-stopping line in the inner region of the joint, it is possible to improve the water-stopping performance.

以上のように、本発明に係る乾式外装材の止水構造および施工方法は、建物の外壁として使用される押出成形セメント板などの乾式外装材に有用であり、特に、目地の止水性能を向上するのに適している。 As described above, the water-stopping structure and construction method of the dry-type exterior material according to the present invention are useful for dry-type exterior materials such as extruded cement boards used as outer walls of buildings, and in particular, the water-stopping performance of joints is improved. Suitable for improving.

10 乾式外装材
12,13 目地
14 中空部
16 嵌合部
18,20,30,40,42,43,46,54 不定形シール材
22 クリップ
24 ボルト
26 平ナット
28,48,50 パッキン材
32 躯体
33,34,44 アングル(ピース)
35,36 アングル(通し)
52 角型鋼管
100〜600 乾式外装材の止水構造
A 屋外側(外側領域)
B 屋内側(内側領域)
10 Dry exterior material 12,13 Joint 14 Hollow part 16 Fitting part 18,20,30,40,42,43,46,54 Amorphous sealing material 22 Clip 24 Bolt 26 Flat nut 28,48,50 Packing material 32 Frame 33, 34, 44 angles (pieces)
35,36 angles (through)
52 Square steel pipe 100-600 Water-stopping structure of dry exterior material A Outdoor side (outer area)
B Indoor side (inner area)

Claims (2)

乾式外装材を複数並設して構成される建物外壁において、隣り合う乾式外装材の間に形成される目地の止水構造であって、
目地の外側領域に一次止水ラインとして設けられる不定形シール材と、目地の内側領域に二次止水ラインとして設けられる不定形シール材とを備えることを特徴とする乾式外装材の止水構造。
It is a waterproof structure of joints formed between adjacent dry exterior materials on the outer wall of a building composed of a plurality of dry exterior materials arranged side by side.
A waterproof structure of a dry exterior material provided with an amorphous sealing material provided as a primary waterproof line in the outer region of the joint and an amorphous sealing material provided as a secondary waterproof line in the inner region of the joint. ..
請求項1に記載の乾式外装材の止水構造を施工するための方法であって、
目地の外側領域に一次止水ラインとして不定形シール材を設けるステップと、目地の内側領域に二次止水ラインとして不定形シール材を設けるステップとを有することを特徴とする乾式外装材の止水構造の施工方法。
A method for constructing a waterproof structure for a dry exterior material according to claim 1.
Stopping of dry exterior material characterized by having a step of providing an amorphous sealing material as a primary waterproof line in the outer region of the joint and a step of providing an amorphous sealing material as a secondary waterproof line in the inner region of the joint. Construction method of water structure.
JP2020089870A 2020-05-22 2020-05-22 Water cut-off structure and construction method of dry type exterior material Pending JP2021183788A (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020089870A JP2021183788A (en) 2020-05-22 2020-05-22 Water cut-off structure and construction method of dry type exterior material

Publications (1)

Publication Number Publication Date
JP2021183788A true JP2021183788A (en) 2021-12-02

Family

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Family Applications (1)

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Country Link
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