JP2013049982A - Connection structure of mortar external wall and connection method of mortar external wall - Google Patents

Connection structure of mortar external wall and connection method of mortar external wall Download PDF

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JP2013049982A
JP2013049982A JP2011188474A JP2011188474A JP2013049982A JP 2013049982 A JP2013049982 A JP 2013049982A JP 2011188474 A JP2011188474 A JP 2011188474A JP 2011188474 A JP2011188474 A JP 2011188474A JP 2013049982 A JP2013049982 A JP 2013049982A
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existing
wall
mortar
new
mortar layer
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JP5735891B2 (en
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Masami Watanabe
昌巳 渡邉
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Panasonic Homes Co Ltd
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Panahome Corp
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Abstract

PROBLEM TO BE SOLVED: To substantially improve waterproofness on a cut surface of a mortar layer.SOLUTION: For a connection structure of a mortar external wall, an existing mortar layer 3 is cut and removed while leaving only a wall base 2, and a new mortar layer 4 is connected to a cut surface 3c of the cut and removed existing mortar layer 3. The new mortar layer 4 includes a waterproof tape 16, a waterproof sheet 17, a lath net 18, a sealant 19, an unshrinkable solidification material 20, and new mortar 21. Between the wall base 2 and the waterproof tape 16, a base plate 22 which is close to the side of the cut surface 3c of the existing mortar layer 3 at a side edge 22o on an existing side and covers a gap 8 of the wall base 2 is disposed.

Description

本発明は、モルタル層の接合部での防水性を大幅に向上しうるモルタル外壁の接合構造及びモルタル外壁の接合方法に関する。   The present invention relates to a mortar outer wall joining structure and a mortar outer wall joining method that can significantly improve waterproofness at a joint part of a mortar layer.

近年、家族構成や生活環境の変化に伴って、住宅のリフォームが一般的に行われている。このリフォームでは、例えば、部屋数を増やすために、既設の外壁が延設される。この既設の外壁がモルタル外壁である場合の延設方法として、例えば、下記特許文献1において、モルタル外壁の接合構造及び方法が提案されている。   In recent years, home renovation is generally performed with changes in the family structure and living environment. In this reform, for example, an existing outer wall is extended to increase the number of rooms. As an extending method when the existing outer wall is a mortar outer wall, for example, in Patent Document 1 below, a mortar outer wall joining structure and method have been proposed.

この接合構造は、既設のモルタル層の切断面から延設され、かつ複数かつ長尺な板材が隙間を空けて配されたすのこ状のラス板に貼付される防水テープ、該防水テープと切断面とがなる入隅部を水密するシーリング材、該シーリング材を埋設する無収縮性固化材、前記防水テープに積層される防水シート、該防水シートに積層されるラス網、及びこれらを埋設する新設のモルタルを含む。   This joining structure is a waterproof tape that is attached to a saw-like lath plate that is extended from a cut surface of an existing mortar layer and a plurality of long plate members are arranged with a gap, and the waterproof tape and the cut surface Sealing material for water-tightening the corner of the joint, non-shrinkable solidifying material for embedding the sealing material, waterproof sheet laminated on the waterproof tape, lath net laminated on the waterproof sheet, and new installation for embedding them Including mortar.

このような接合構造では、シーリング材が、防水テープと切断面との隙間を塞ぐとともに、無収縮性固化材が、シーリング材の周囲で固化することにより、接合部での防水性の向上が図られている。   In such a joining structure, the sealing material closes the gap between the waterproof tape and the cut surface, and the non-shrinkable solidifying material solidifies around the sealing material, thereby improving the waterproofness at the joining portion. It has been.

特許第4222577号公報Japanese Patent No. 4222577

しかしながら、上記のような接合構造では、防水テープがすのこ状のラス板で間欠的に支持されているため、前記入隅部の防水テープ上に、シーリング材を盛ってヘラ等で押し付けると、防水テープがラス板の隙間にめり込むとともに、シーリング材がこの隙間からはみ出すことがあり、接合部での防水性が低下するという問題があった。   However, in the joining structure as described above, since the waterproof tape is intermittently supported by the saw-shaped lath plate, when a sealing material is stacked on the waterproof tape at the corner and pressed with a spatula or the like, the waterproof tape is waterproof. As the tape digs into the gap between the lath plates, the sealing material sometimes protrudes from the gap, resulting in a problem that the waterproofness at the joint portion is lowered.

本発明は、以上のような実状に鑑み案出されたもので、壁下地と防水テープとの間に、既設側の側縁が既設のモルタル層の切断面側に近接し、かつ壁下地の隙間を覆う下地プレートを配することを基本として、モルタル層の接合部での防水性を大幅に向上しうるモルタル外壁の接合構造及びモルタル外壁の接合方法を提供することを主たる目的としている。   The present invention has been devised in view of the actual situation as described above, and the side edge on the existing side is close to the cut surface side of the existing mortar layer between the wall base and the waterproof tape, and the wall base The main object is to provide a mortar outer wall joining structure and a mortar outer wall joining method capable of greatly improving the waterproofness at the joint of the mortar layer on the basis of providing a base plate covering the gap.

本発明のうち請求項1記載の発明は、複数かつ長尺な板材が隙間を空けて配されたすのこ状の壁下地、及び該壁下地の外側に既設の防水シートを介して配された既設のモルタルを含む既設のモルタル層からなる既設のモルタル外壁に、前記壁下地のみを残して前記既設のモルタル層を切断除去し、この切断除去された既設のモルタル層の切断面に新設のモルタル層を接続させたモルタル外壁の接合構造であって、前記新設のモルタル層は、前記既設のモルタル層の切断面から露出する前記壁下地の外側に、既設側の側縁が前記既設のモルタル層の切断面に近接して配された防水テープ、前記防水テープと少なくとも一部で積層して配されるとともに、前記壁下地の外側に配された新設の防水シート、前記新設の防水シートの外側に配された新設のラス網、前記既設のモルタル層の前記切断面と前記壁下地との入隅部で、少なくとも前記防水テープの既設側の側縁と前記切断面との間を水密するシーリング材、前記入隅部で前記シーリング材を被覆する無収縮性固化材、及び前記無収縮性固化材の外側で、前記壁下地と、前記防水テープと、前記新設の防水シートと、前記新設のラス網とを被覆する新設のモルタルを含み、前記壁下地と前記防水テープとの間には、既設側の側縁が前記既設のモルタル層の前記切断面側に近接し、かつ前記壁下地の前記隙間を覆う下地プレートが配されることを特徴とする。   Among the present inventions, the invention according to claim 1 is a wall-like wall base in which a plurality of long plate members are arranged with a gap, and an existing installation provided on the outside of the wall base through an existing waterproof sheet. The existing mortar layer composed of an existing mortar layer including the mortar is cut and removed from the existing mortar layer leaving only the wall base, and a new mortar layer is formed on the cut surface of the cut and removed existing mortar layer. The mortar outer wall is connected to each other, and the new mortar layer is formed on the outer side of the wall base exposed from the cut surface of the existing mortar layer, and the side edge on the existing side of the existing mortar layer. Waterproof tape disposed in the vicinity of the cut surface, disposed at least partially laminated with the waterproof tape, and a newly installed waterproof sheet disposed outside the wall base, on the outside of the newly installed waterproof sheet New arranged A lathe net, a sealing material that seals water between at least the existing side edge of the waterproof tape and the cut surface at a corner between the cut surface and the wall base of the existing mortar layer, and the corner A non-shrinkable solidifying material covering the sealing material at a portion, and the wall base, the waterproof tape, the new waterproof sheet, and the new lath net outside the non-shrinkable solidified material A base that covers the gap between the wall base and the side edge on the existing side close to the cut surface side of the existing mortar layer. A plate is arranged.

また、請求項2記載の発明は、前記下地プレートの前記既設側の側縁は、前記既設の防水シートと前記壁下地との間に差し込まれる請求項1に記載のモルタル外壁の接合構造である。   Moreover, invention of Claim 2 is a joining structure of the mortar outer wall of Claim 1 with which the side edge of the said existing side of the said base plate is inserted between the said existing waterproof sheet and the said wall base. .

また、請求項3記載の発明は、前記下地プレートは、樹脂又は金属からなる請求項1又は2に記載の外壁の接合構造である。   The invention according to claim 3 is the outer wall joining structure according to claim 1 or 2, wherein the base plate is made of resin or metal.

また、請求項4記載の発明は、複数かつ長尺な板材が隙間を空けて配されたすのこ状の壁下地、及び該壁下地の外側に既設の防水シートを介して配された既設のモルタルを含む既設のモルタル層からなる既設のモルタル外壁に、前記壁下地のみを残して前記既設のモルタル層を切断除去し、この切断除去された既設のモルタル層の切断面に新設のモルタル層を接続させるモルタル外壁の接合方法であって、前記既設のモルタル層の切断面から露出する前記壁下地の外側に、下地プレートを、その既設側の側縁を前記既設のモルタル層の前記切断面側に近接させて配することにより前記壁下地の隙間を覆って該壁下地を補強する下地プレート配置工程、前記下地プレートの外側に、既設側の側縁を前記既設のモルタル層の切断面に近接させて、防水テープを配する防水テープ配置工程、前記防水テープと少なくとも一部で積層するように、前記壁下地の外側に新設の防水シートを配する防水シート配置工程、前記新設の防水シートの外側に新設のラス網を配するラス網配置工程、前記既設のモルタル層の前記切断面と前記壁下地との入隅部で、少なくとも前記防水テープの既設側の側縁と前記切断面との間にシーリング材を配して水密するシーリング材配置工程、前記入隅部で前記シーリング材を被覆するように無収縮性固化材を配する無収縮性固化材配置工程、前記無収縮性固化材の外側で、前記壁下地と、前記防水テープと、前記新設の防水シートと、前記新設のラス網とを被覆するように前記新設のモルタルを塗り込むモルタル配置工程を含むことを特徴とする。   Further, the invention according to claim 4 is a slatted wall base in which a plurality of long plate members are arranged with a gap between them, and an existing mortar arranged on the outside of the wall base via an existing waterproof sheet. Cut and remove the existing mortar layer on the existing mortar outer wall consisting of the existing mortar layer containing only the wall base, and connect the new mortar layer to the cut surface of the cut and removed existing mortar layer A mortar outer wall joining method, wherein the base plate is exposed to the outside of the wall base exposed from the cut surface of the existing mortar layer, and the side edge of the existing side is on the cut surface side of the existing mortar layer. A base plate placement step for reinforcing the wall base by covering the gaps of the wall base by arranging them close to each other, bringing the side edge on the existing side close to the cut surface of the existing mortar layer on the outside of the base plate And A waterproof tape placement step of arranging a water tape, a waterproof sheet placement step of arranging a new waterproof sheet on the outside of the wall base so as to be laminated at least partially with the waterproof tape, and a new outside of the new waterproof sheet A lath net disposing step of arranging a lath net, sealing at least between a side edge on the existing side of the waterproof tape and the cut surface at a corner of the cut surface of the existing mortar layer and the wall base A sealing material arranging step of arranging a material and watertight; a non-shrinking solidifying material arranging step of arranging a non-shrinkable solidifying material so as to cover the sealing material at the corners; and on the outside of the non-shrinking solidifying material The method further comprises a mortar arrangement step of applying the new mortar so as to cover the wall base, the waterproof tape, the new waterproof sheet, and the new lath net.

また、請求項5記載の発明は、前記下地プレート配置工程は、前記下地プレートの既設側の側縁を、前記既設の防水シートと前記壁下地との間に差し込む工程を含む請求項4に記載のモルタル外壁の接合方法である。   Further, the invention according to claim 5 is the invention according to claim 4, wherein the base plate arranging step includes a step of inserting an existing side edge of the base plate between the existing waterproof sheet and the wall base. This is a joining method of the outer wall of the mortar.

本発明のモルタル外壁の接合構造は、複数かつ長尺な板材が隙間を空けて配されたすのこ状の壁下地、及び該壁下地の外側に既設の防水シートを介して配された既設のモルタルを含む既設のモルタル層からなる既設のモルタル外壁に、壁下地のみを残して既設のモルタル層を切断除去し、この切断除去された既設のモルタル層の切断面に新設のモルタル層を接続させている。   The joint structure of the outer wall of the mortar according to the present invention includes a saw-like wall base in which a plurality of long plate members are arranged with a gap therebetween, and an existing mortar arranged on the outside of the wall base via an existing waterproof sheet Cut and remove the existing mortar layer from the existing mortar outer wall consisting of the existing mortar layer containing only the wall base, and connect the new mortar layer to the cut surface of the cut and removed existing mortar layer. Yes.

また、新設のモルタル層は、既設のモルタル層の切断面から露出する壁下地の外側に、既設側の側縁が既設のモルタル層の切断面に近接して配された防水テープ、防水テープと少なくとも一部で積層して配されるとともに、壁下地の外側に配された新設の防水シート、新設の防水シートの外側に配された新設のラス網、既設のモルタル層の切断面と壁下地との入隅部で、少なくとも防水テープの既設側の側縁と切断面との間を水密するシーリング材、入隅部でシーリング材を被覆する無収縮性固化材、及び無収縮性固化材の外側で、壁下地と、防水テープと、新設の防水シートと、新設のラス網とを被覆する新設のモルタルを含む。   In addition, the newly installed mortar layer has a waterproof tape, a waterproof tape, and an outer side of the wall base exposed from the cut surface of the existing mortar layer, and the side edge on the existing side is arranged close to the cut surface of the existing mortar layer. A new waterproof sheet placed outside the wall base, a new lath net placed outside the new waterproof sheet, and a cut surface of the existing mortar layer and the wall base. A sealing material that at least seals between the side edge of the existing waterproof tape and the cut surface, a non-shrinkable solidifying material that covers the sealing material at the corner, and a non-shrinkable solidifying material. On the outside, it includes a new mortar covering the wall substrate, waterproof tape, a new waterproof sheet, and a new lath net.

このような新設のモルタル層は、シーリング材が、防水テープと切断面との隙間を確実に塞ぎうるとともに、無収縮性固化材が、シーリング材の周囲で固化できるため、切断面での防水性を確実に向上しうる。   In such a new mortar layer, the sealing material can reliably close the gap between the waterproof tape and the cut surface, and the non-shrinkable solidifying material can be solidified around the sealing material, so the waterproof property at the cut surface Can be improved without fail.

さらに、壁下地と防水テープとの間には、既設側の側縁が既設のモルタル層の切断面側に近接し、かつ壁下地の隙間を覆う下地プレートが配される。   Further, a base plate is disposed between the wall base and the waterproof tape so that the side edge on the existing side is close to the cut surface side of the existing mortar layer and covers the gap of the wall base.

このような下地プレートは、壁下地の隙間を覆って防水シートを支持しうるため、シーリング材がヘラ等で押し付けられても、該防水シートが壁下地の隙間にめり込むのを防ぎ、ひいてはシーリング材が該隙間からはみ出すのを防ぐことができる。本発明のモルタル外壁の接合構造によれば、モルタル層の接合部での防水性を向上しうる。   Since such a base plate can support the waterproof sheet by covering the gap of the wall base, even if the sealing material is pressed with a spatula or the like, the waterproof sheet is prevented from sinking into the gap of the wall base, and consequently the sealing material. Can be prevented from protruding from the gap. According to the joint structure of the mortar outer wall of the present invention, the waterproof property at the joint part of the mortar layer can be improved.

本実施形態のモルタル外壁の接合構造を示す斜視図である。It is a perspective view which shows the joining structure of the mortar outer wall of this embodiment. 図1のA−A断面図である。It is AA sectional drawing of FIG. 他の実施形態のモルタル外壁の接合構造を示す断面図である。It is sectional drawing which shows the joining structure of the mortar outer wall of other embodiment. (a)は下地プレート配置工程を説明する断面図、(b)は他の実施形態の下地プレート配置工程を説明する断面図である。(A) is sectional drawing explaining the base plate arrangement | positioning process, (b) is sectional drawing explaining the base plate arrangement | positioning process of other embodiment. (a)は防水テープ配置工程を説明する断面図、(b)は防水シート配置工程を説明する断面図、(c)はラス網配置工程を説明する断面図である。(A) is sectional drawing explaining a waterproof tape arrangement | positioning process, (b) is sectional drawing explaining a waterproof sheet arrangement | positioning process, (c) is sectional drawing explaining a lath net arrangement | positioning process. (a)はシーリング材配置工程を説明する断面図、(b)は無収縮性固化材配置工程を説明する断面図、(c)はモルタル配置工程を説明する断面図である。(A) is sectional drawing explaining a sealing material arrangement | positioning process, (b) is sectional drawing explaining a non-shrinkable solidification material arrangement | positioning process, (c) is sectional drawing explaining a mortar arrangement | positioning process.

以下、本発明の実施の一形態が図面に基づき説明される。
図1に示されるように、本実施形態のモルタル外壁1の接合構造(以下、単に「接合構造」ということがある。)は、住宅のリフォーム等において、既設のモルタル外壁1oの延設や、開口部の拡大、縮小又は削除する際に用いられる。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the joint structure of the mortar outer wall 1 of the present embodiment (hereinafter, simply referred to as “joint structure”) is an extension of the existing mortar outer wall 1 o in home renovation or the like, Used when enlarging, reducing, or deleting an opening.

具体的には、壁下地2と、該壁下地2の外側に配される既設のモルタル層3とからなる既設のモルタル外壁1oに、壁下地2のみを残して既設のモルタル層3を切断除去し、この切断除去された既設のモルタル層3の切断面(以下、単に「切断面」ということがある。)3cに新設のモルタル層4を接続して構成される。   Specifically, the existing mortar layer 3 is cut and removed from the existing mortar outer wall 1o including the wall base 2 and the existing mortar layer 3 arranged outside the wall base 2, leaving only the wall base 2. The newly formed mortar layer 4 is connected to the cut surface (hereinafter simply referred to as “cut surface”) 3c of the existing mortar layer 3 that has been cut and removed.

前記壁下地2は、例えば、左右に間隔を空けて配され、かつ上下にのびる胴縁7、7と、この胴縁7に固定された複数かつ長尺な板材6とからなる。そして、板材6は、例えば上下方向に隙間8を空けて配されることで、すのこ状に形成される。隙間8の長さL1は、例えば20mm以下に程度に設定される。また、板材6には、例えば杉等の木材が好適に採用されるが、合板、合成樹脂又は金属等からなるものでもよい。   The wall base 2 is composed of, for example, trunk edges 7, 7 that are spaced apart from each other on the left and right sides and extend vertically, and a plurality of long plate members 6 that are fixed to the trunk edges 7. And the board | plate material 6 is formed in the shape of a slat by arrange | positioning the clearance gap 8 in the up-down direction, for example. The length L1 of the gap 8 is set to about 20 mm or less, for example. Moreover, although the board | plate material 6 employ | adopts woods, such as a cedar, for example, it may consist of a plywood, a synthetic resin, or a metal.

前記既設のモルタル層3は、図1及び図2に示されるように、壁下地2の外側に配される既設の防水シート11、この既設の防水シート11の外側に配される既設のラス網12、及び壁下地2の外側に既設の防水シート11とラス網12とを介して配される既設のモルタル13とを含む。   As shown in FIGS. 1 and 2, the existing mortar layer 3 includes an existing waterproof sheet 11 disposed outside the wall base 2, and an existing lath net disposed outside the existing waterproof sheet 11. 12, and an existing mortar 13 disposed on the outside of the wall base 2 via an existing waterproof sheet 11 and a lath net 12.

前記既設の防水シート11は、壁下地2の外側に、上下及び左右方向に連続して配される。このような既設の防水シート11は、既設のモルタル13から染み込んだ雨水等が、壁下地2側に浸入するのを防ぐことができる。なお、この既設の防水シート11には、例えば、アスファルトフェルト等が適宜採用されている。   The existing waterproof sheet 11 is continuously arranged on the outside of the wall base 2 in the vertical and horizontal directions. Such an existing waterproof sheet 11 can prevent rainwater or the like soaked from the existing mortar 13 from entering the wall base 2 side. In addition, asphalt felt etc. are suitably employ | adopted for this existing waterproof sheet 11, for example.

前記既設のラス網12は、既設の防水シート11の外側に沿って配置され、例えば、ステープル等によって打ち留めされる。このような既設のラス網12は、既設のモルタル13を保持し、該既設のモルタル13が剥落するのを防ぐ。また、既設のラス網12には、例えば、平ラスや、波形ラスが採用されている。   The existing lath net 12 is disposed along the outside of the existing waterproof sheet 11 and is clamped by, for example, staples. Such an existing lath net 12 holds the existing mortar 13 and prevents the existing mortar 13 from peeling off. The existing lath net 12 employs, for example, a flat lath or a waveform lath.

前記既設のモルタル13は、壁下地2の外側に、既設の防水シート11及び既設のラス網12を被覆して配置される。この既設のモルタル13には、例えば、既調合軽量セメントモルタル、砂セメントモルタル、サンドセメントモルタル、又はモルタルリシン掻き落とし等が適宜採用される。   The existing mortar 13 is disposed outside the wall base 2 so as to cover the existing waterproof sheet 11 and the existing lath net 12. For this existing mortar 13, for example, a pre-mixed lightweight cement mortar, sand cement mortar, sand cement mortar, or mortar lysine scraping off is appropriately employed.

前記新設のモルタル層4は、前記切断面3cから露出する壁下地2の外側に配される防水テープ16、該防水テープ16と少なくとも一部で積層して配される新設の防水シート17、該新設の防水シート17の外側に配された新設のラス網18、前記切断面3cと壁下地2との入隅部Cに配されるシーリング材19、シーリング材19を被覆する無収縮性固化材20、及び無収縮性固化材20の外側に配される新設のモルタル21を含む。   The new mortar layer 4 includes a waterproof tape 16 disposed on the outside of the wall base 2 exposed from the cut surface 3c, a new waterproof sheet 17 disposed at least partially on the waterproof tape 16, A new lath net 18 disposed on the outside of the new waterproof sheet 17, a sealing material 19 disposed in a corner C between the cut surface 3 c and the wall base 2, and a non-shrinkable solidifying material covering the sealing material 19 20 and a new mortar 21 disposed on the outside of the non-shrinkable solidifying material 20.

前記防水テープ16は、その既設側の側縁16oが、前記切断面3cに近接して配される。このような防水テープ16は、新設のモルタル21から染み込んだ雨水等が、壁下地2側へ浸入するのを防ぎうる。また、防水テープ16は、その幅W3が、例えば50〜100mm程度に設定され、例えば、住宅防水用粘着テープ又は粘着剤付きアスファルトフェルト等が適宜採用される。   The waterproof tape 16 is arranged such that the existing side edge 16o is close to the cut surface 3c. Such a waterproof tape 16 can prevent rainwater or the like soaked from the newly installed mortar 21 from entering the wall base 2 side. In addition, the waterproof tape 16 has a width W3 set to, for example, about 50 to 100 mm, and for example, a waterproof adhesive tape for house waterproofing or an asphalt felt with an adhesive is appropriately employed.

前記新設の防水シート17は、防水テープ16と少なくとも一部で重なり、かつ壁下地2の外側を覆って配される。このような新設の防水シート17は、防水テープ16から新設側の広範囲に亘って、壁下地2への雨水の浸入を防ぎ、防水性を向上しうる。この新設の防水シート17には、特に限定されないが、前記既設の防水シート11よりも高性能なアスファルトルーフィングフェルト430以上のルーフィング材や、透湿防水シート等が採用されるのが望ましい。   The newly provided waterproof sheet 17 is disposed so as to at least partially overlap the waterproof tape 16 and cover the outside of the wall base 2. Such a new waterproof sheet 17 can prevent rainwater from entering the wall base 2 over a wide area from the waterproof tape 16 to the new installation side, thereby improving the waterproof property. Although the new waterproof sheet 17 is not particularly limited, it is preferable to use a roofing material having a higher performance than the existing waterproof sheet 11 and having a performance higher than that of the asphalt roofing felt 430, a moisture-permeable waterproof sheet, and the like.

前記新設のラス網18は、新設の防水シート17の外側に配され、ステープル等で打ち止めされる。本実施形態の新設のラス網18は、特に限定されないが、モルタルが絡みやすい波形ラス等のメタルラスや、リブラス等の異形ラスや、力骨付ラス等の複合ラス等が望ましい。   The new lath net 18 is disposed outside the new waterproof sheet 17 and is fixed with staples or the like. The new lath net 18 of the present embodiment is not particularly limited, but a metal lath such as a corrugated lath that is easily entangled with a mortar, a deformed lath such as a rib lath, or a composite lath such as a reinforced lath is desirable.

また、ラス網18の既設側の側縁18oは、無収縮性固化材20に被覆されるのが望ましい。これにより、ラス網18は、新設のモルタル21の乾燥収縮によって、その側縁18oが壁下地2から剥がれるのを抑制でき、耐久性を向上しうる。   Further, it is desirable that the existing side edge 18 o of the lath net 18 is covered with the non-shrinkable solidifying material 20. Thereby, the lath net 18 can prevent the side edge 18o from being peeled off from the wall base 2 due to drying shrinkage of the newly-installed mortar 21, and the durability can be improved.

前記シーリング材19は、前記入隅部Cに、少なくとも防水テープ16の既設側の側縁16oを覆って配される。このようなシーリング材19は、防水テープ16の前記側縁16oと前記切断面3cとの隙間を塞いで水密にでき、接合部での防水性を大幅に向上しうる。   The sealing material 19 is disposed in the corner C so as to cover at least the side edge 16 o on the existing side of the waterproof tape 16. Such a sealing material 19 can close the gap between the side edge 16o of the waterproof tape 16 and the cut surface 3c to be watertight, and can greatly improve the waterproofness at the joint.

また、本実施形態のシーリング材19は、新設側の防水シート17の既設側の側縁17oも覆って配され、防水性をさらに高めうる。このシーリング材19としては、例えば、建築用シーリング材、アスファルトシーリング又はポリマーセメントシーリングが適宜採用される。   Further, the sealing material 19 of the present embodiment is arranged so as to cover the existing side edge 17o of the newly installed waterproof sheet 17, and can further improve the waterproof property. As the sealing material 19, for example, a building sealing material, an asphalt sealing, or a polymer cement sealing is appropriately employed.

前記無収縮性固化材20は、前記入隅部Cでシーリング材19の外側を被覆して配される。このような無収縮性固化材20は、新設のモルタル21の乾燥収縮によって、シーリング材19が剥離したり、損傷を受けるのを抑制しうる。この無収縮性固化材20としては、例えば、樹脂モルタル等が適宜採用される。   The non-shrinkable solidifying material 20 is disposed so as to cover the outside of the sealing material 19 at the corner C. Such a non-shrinkable solidifying material 20 can prevent the sealing material 19 from being peeled off or damaged due to the drying shrinkage of the newly installed mortar 21. As the non-shrinkable solidifying material 20, for example, resin mortar or the like is appropriately employed.

前記新設のモルタル21は、無収縮性固化材20の外側で、壁下地2と、防水テープ16と、新設の防水シート17と、新設のラス網18とを被覆する。この新設のモルタル21には、特に限定されないが、例えば、既調合軽量モルタル等が望ましい。   The new mortar 21 covers the wall base 2, the waterproof tape 16, the new waterproof sheet 17, and the new lath net 18 outside the non-shrinkable solidifying material 20. Although this new mortar 21 is not particularly limited, for example, an already prepared light weight mortar is desirable.

ところで、防水テープ16の既設側の側縁16oと前記切断面3cとの隙間に、該シーリング材19を配置して水密を確保するためには、シーリング材19が、入隅部Cに盛り付けられた後に、ヘラ等で壁下地2側へ押し付けられる。このシーリング材19の押し付けにより、従来の接合構造では、防水テープ16が壁下地2の隙間8にめり込むように変形し、シーリング材19の一部が隙間8から壁下地2の内方へとはみ出し、接合部での防水性が低下していることが判明した。   By the way, in order to arrange the sealing material 19 in the gap between the side edge 16o on the existing side of the waterproof tape 16 and the cut surface 3c to ensure watertightness, the sealing material 19 is placed on the corner C. After that, it is pressed against the wall base 2 side with a spatula or the like. Due to the pressing of the sealing material 19, in the conventional joining structure, the waterproof tape 16 is deformed so as to sink into the gap 8 of the wall base 2, and a part of the sealing material 19 protrudes from the gap 8 to the inside of the wall base 2. As a result, it was found that the waterproofness at the joint was lowered.

そこで、本実施形態の接合構造では、壁下地2と防水テープ16との間に、壁下地2の隙間8を覆う下地プレート22が配される。この下地プレート22は、その既設側の側縁22oが、前記切断面3cの新設側に近接し、かつ壁下地2の隙間8を覆って配される。   Therefore, in the joining structure of the present embodiment, the base plate 22 that covers the gap 8 of the wall base 2 is disposed between the wall base 2 and the waterproof tape 16. The base plate 22 is arranged such that the existing side edge 22o is close to the new side of the cut surface 3c and covers the gap 8 of the wall base 2.

このような下地プレート22は、壁下地2の隙間8を覆って、防水テープ16を連続して支持できるため、シーリング材19がヘラ等で押し付けられても、防水テープ16が該隙間8にめり込んだり、シーリング材19が該隙間8にはみ出したりするのを防ぐことができる。従って、本実施形態の接合構造では、接合部の防水性を大幅に向上しうる。   Such a base plate 22 covers the gap 8 of the wall base 2 and can support the waterproof tape 16 continuously. Therefore, even if the sealing material 19 is pressed with a spatula or the like, the waterproof tape 16 is recessed into the gap 8. It is possible to prevent the sealing material 19 from protruding into the gap 8. Therefore, in the joint structure of this embodiment, the waterproofness of the joint can be greatly improved.

また、前記下地プレート22の新設側の側縁22nは、防水テープ16に覆われるのが望ましい。これにより、下地プレート22の側縁22nに形成されるエッジによって、防水シート17が損傷するのを抑制しうる。   Further, it is desirable that the side edge 22 n on the newly installed side of the base plate 22 is covered with the waterproof tape 16. Thereby, it can suppress that the waterproof sheet 17 is damaged by the edge formed in the side edge 22n of the base plate 22. FIG.

上記のような作用を効果的に発揮するために、下地プレート22の幅W4は、防水テープ16の幅W3の20〜50%程度、厚さが0.2〜1.5mm程度が望ましい。   In order to effectively exhibit the above action, the width W4 of the base plate 22 is preferably about 20 to 50% of the width W3 of the waterproof tape 16 and the thickness is about 0.2 to 1.5 mm.

また、この下地プレート22は、水分やアルカリ性に対して、耐久性を有する樹脂又は金属からなるのが望ましい。なお、樹脂の場合には、合成樹脂等が望ましく、金属の場合には、ステンレス等が望ましい。   The base plate 22 is preferably made of a resin or metal having durability against moisture and alkalinity. In the case of resin, synthetic resin or the like is desirable, and in the case of metal, stainless steel or the like is desirable.

本実施形態では、下地プレート22の既設側の側縁22oが、切断面3cに対して新設側に近接して配されるものが例示されたが、これに限定されるわけではない。例えば、図3に示されるように、その既設側の側縁22oが、既設の防水シート11と壁下地2との間に差し込まれてもよい。   In the present embodiment, the side edge 22o on the existing side of the base plate 22 is illustrated in proximity to the new side with respect to the cut surface 3c. However, the present invention is not limited to this. For example, as shown in FIG. 3, the existing side edge 22 o may be inserted between the existing waterproof sheet 11 and the wall base 2.

このような下地プレート22は、前記切断面3cとの間に隙間が形成されるのを防ぎ、防水テープ16をより安定して支持しうる。このような作用を効果的に発揮するために、下地プレート22の側縁22oと切断面3cとの最短長さL5は、下地プレート22の幅W4の5〜10%程度が望ましい。   Such a base plate 22 prevents a gap from being formed between the cut surface 3c and can support the waterproof tape 16 more stably. In order to effectively exhibit such an action, the shortest length L5 between the side edge 22o of the base plate 22 and the cut surface 3c is desirably about 5 to 10% of the width W4 of the base plate 22.

次に、本実施形態のモルタル外壁の接合方法の一例について説明する。
本実施形態の接合方法では、図1に示されるように、前記既設のモルタル外壁1oに、前記壁下地2のみを残して、既設の防水シート11、既設のラス網12、及び既設のモルタル13を含む一部の前記既設のモルタル層3を切断除去した後に、前記切断面3cに新設のモルタル層4を接続させる。
Next, an example of the joining method of the mortar outer wall of this embodiment is demonstrated.
In the joining method of the present embodiment, as shown in FIG. 1, the existing waterproof sheet 11, the existing lath net 12, and the existing mortar 13 are left on the existing mortar outer wall 1 o, leaving only the wall foundation 2. After cutting and removing a part of the existing mortar layer 3 including, a new mortar layer 4 is connected to the cut surface 3c.

この接合方法では、前記切断面3cから露出する壁下地2の外側に、下地プレート22を配する下地プレート配置工程と、下地プレート22の外側に防水テープ16を配する防水テープ配置工程と、壁下地2の外側に新設の防水シート17を配する防水シート配置工程と、新設の防水シート17の外側に新設のラス網18を配するラス網配置工程と、前記入隅部Cにシーリング材19を配するシーリング材配置工程と、入隅部Cに無収縮性固化材20を配する無収縮性固化材配置工程と、無収縮性固化材20の外側で、新設のモルタル21を塗り込むモルタル配置工程とを含む。   In this joining method, a base plate arranging step of arranging the base plate 22 outside the wall base 2 exposed from the cut surface 3c, a waterproof tape arranging step of arranging the waterproof tape 16 outside the base plate 22, and a wall A waterproof sheet arranging step of arranging a new waterproof sheet 17 outside the base 2, a lath net arranging step of arranging a new lath net 18 outside the new waterproof sheet 17, and a sealing material 19 at the corner C A sealing material arranging step for arranging the non-shrinkable solidifying material 20 in the corner C, and a mortar for applying the new mortar 21 outside the non-shrinking solidifying material 20 A placement step.

前記下地プレート配置工程では、図4(a)に示されるように、下地プレート22を、壁下地2の板材6、6(図1に示す)間に跨らせて、その既設側の側縁22oを前記切断面3c側に近接させて固着する。これにより、下地プレート22は、切断面3c近傍において、壁下地2の隙間8(図1に示す)を覆って、該壁下地2を補強でき、該下地プレート22の上に配される防水テープ16(図2に示す)を安定して支持しうる。   In the base plate arranging step, as shown in FIG. 4A, the base plate 22 is straddled between the plate materials 6 and 6 (shown in FIG. 1) of the wall base 2 and the side edges on the existing side. 22o is fixed close to the cut surface 3c side. As a result, the base plate 22 can reinforce the wall base 2 by covering the gap 8 (shown in FIG. 1) of the wall base 2 in the vicinity of the cut surface 3 c, and waterproof tape disposed on the base plate 22. 16 (shown in FIG. 2) can be stably supported.

また、図4(b)に示されるように、本工程では、下地プレート22の既設側の側縁22oを切断面3cの新設側に配した後、該側縁22oを、既設の防水シート11と壁下地2との間に差し込む工程が含まれてもよい。これにより、下地プレート22は、前記切断面3cとの間に隙間が形成されるのを防ぎうる。なお、この下地プレート22は、既設の防水シート11の圧縮変形や、壁下地2の撓みにより、既設の防水シート11と壁下地2との間に差し込まれる。   Further, as shown in FIG. 4B, in this step, after the side edge 22o on the existing side of the base plate 22 is arranged on the new side of the cut surface 3c, the side edge 22o is placed on the existing waterproof sheet 11. And a step of inserting between the wall base 2 may be included. Thereby, the base plate 22 can prevent a gap from being formed between the base plate 22 and the cut surface 3c. The base plate 22 is inserted between the existing waterproof sheet 11 and the wall base 2 due to compression deformation of the existing waterproof sheet 11 or bending of the wall base 2.

前記防水テープ配置工程では、図5(a)に示されるように、防水テープ16を、その既設側の側縁16oを切断面3cに近接させて、下地プレート22の外側に沿って貼着する。また、防水テープ16の下地プレート22から新設側へはみ出すはみ出し部16Nは、下地プレート22の新設側の側縁22nとの間に大きな隙間ができないように、壁下地2に貼着される。   In the waterproof tape placement step, as shown in FIG. 5A, the waterproof tape 16 is attached along the outside of the base plate 22 with the existing side edge 16 o close to the cut surface 3 c. . Further, the protruding portion 16N of the waterproof tape 16 that protrudes from the base plate 22 to the new side is adhered to the wall base 2 so that a large gap is not formed between the base plate 22 and the side edge 22n on the new side.

前記防水シート配置工程では、図5(b)に示されるように、新設の防水シート17を、防水テープ16と少なくとも一部で積層されるように、壁下地2の外側に固着する。また、本実施形態では、防水シート17の既設側の側縁17oを、防水テープ16の既設側の側縁16oから新設側へ位置ずれして配置させている。   In the waterproof sheet arranging step, as shown in FIG. 5B, the newly installed waterproof sheet 17 is fixed to the outside of the wall base 2 so as to be laminated at least partially with the waterproof tape 16. In the present embodiment, the side edge 17o on the existing side of the waterproof sheet 17 is arranged so as to be displaced from the side edge 16o on the existing side of the waterproof tape 16 to the new side.

前記ラス網配置工程では、図5(c)に示されるように、新設のラス網18を、新設の防水シート17の外側に配置して、ステープル等で打ち止めする。また、新設のモルタル21(図2に示す)を切断面3c側で確実に保持するために、新設のラス網18は、下地プレート22の少なくとも一部に積層されるのが望ましい。   In the lath net arranging step, as shown in FIG. 5C, the new lath net 18 is arranged outside the new waterproof sheet 17 and is fixed with staples or the like. Further, in order to securely hold the new mortar 21 (shown in FIG. 2) on the cut surface 3 c side, it is desirable that the new lath net 18 is laminated on at least a part of the base plate 22.

前記シーリング材配置工程では、図6(a)に示されるように、前記入隅部Cにおいて、シーリング材19を、少なくとも防水テープ16の既設側の側縁16oと切断面3cとの間に配して水密する。   In the sealing material arranging step, as shown in FIG. 6A, the sealing material 19 is disposed at least between the side edge 16o on the existing side of the waterproof tape 16 and the cut surface 3c at the corner C. And watertight.

前記シーリング材19は、入隅部Cに盛られた後に、ヘラやコテ等によって、該シーリング材19を防水テープ16側に押し付けられる。この防水テープ16の内面は、下地プレート22によって支持されるため、防水テープ16の隙間8(図1に示す)へのめり込みや、シーリング材19のはみ出しを効果的に防ぐことができ、施工性及び防水性を向上しうる。   After the sealing material 19 is stacked at the corner C, the sealing material 19 is pressed against the waterproof tape 16 by a spatula or a trowel. Since the inner surface of the waterproof tape 16 is supported by the base plate 22, it is possible to effectively prevent the waterproof tape 16 from being inserted into the gap 8 (shown in FIG. 1) and the sealing material 19 from protruding. Waterproofness can be improved.

前記無収縮性固化材配置工程では、図6(b)に示されるように、シーリング材19を施工した後、入隅部Cにおいて、無収縮性固化材20を、シーリング材19が被覆されるように配置する。本実施形態では、無収縮性固化材20が、ラス網18の既設側の側縁18oを被覆するように配置される。   In the non-shrinkable solidifying material arranging step, as shown in FIG. 6B, after the sealing material 19 is applied, the non-shrinkable solidifying material 20 is covered with the sealing material 19 at the corners C. Arrange as follows. In the present embodiment, the non-shrinkable solidifying material 20 is disposed so as to cover the existing side edge 18 o of the lath net 18.

前記モルタル配置工程では、図6(c)に示されるように、無収縮性固化材20を施工した後、該無収縮性固化材20の外側に、壁下地2と、防水テープ16と、新設の防水シート17と、新設のラス網18とを被覆するように、新設のモルタル21を塗り込む。そして、この新設のモルタル21が硬化した後、本発明のモルタル外壁の接合構造が形成される。   In the mortar arrangement step, as shown in FIG. 6 (c), after the non-shrinkable solidifying material 20 is applied, the wall base 2, the waterproof tape 16 and the new installation are provided outside the non-shrinkable solidifying material 20. A new mortar 21 is applied so as to cover the waterproof sheet 17 and the new lath net 18. And after this newly installed mortar 21 hardens | cures, the joining structure of the mortar outer wall of this invention is formed.

以上、本発明の特に好ましい実施形態について詳述したが、本発明は図示の実施形態に限定されることなく、種々の態様に変形して実施しうる。   As mentioned above, although especially preferable embodiment of this invention was explained in full detail, this invention is not limited to embodiment of illustration, It can deform | transform and implement in a various aspect.

2 壁下地
3 既設のモルタル層
4 新設のモルタル層
16 防水テープ
17 防水シート
18 ラス網
19 シーリング材
20 無収縮性固化材
21 新設のモルタル
22 下地プレート
2 Wall base 3 Existing mortar layer 4 New mortar layer 16 Waterproof tape 17 Waterproof sheet 18 Lath net 19 Sealing material 20 Non-shrinkable solidification material 21 New mortar 22 Base plate

Claims (5)

複数かつ長尺な板材が隙間を空けて配されたすのこ状の壁下地、及び該壁下地の外側に既設の防水シートを介して配された既設のモルタルを含む既設のモルタル層からなる既設のモルタル外壁に、前記壁下地のみを残して前記既設のモルタル層を切断除去し、この切断除去された既設のモルタル層の切断面に新設のモルタル層を接続させたモルタル外壁の接合構造であって、
前記新設のモルタル層は、前記既設のモルタル層の切断面から露出する前記壁下地の外側に、既設側の側縁が前記既設のモルタル層の切断面に近接して配された防水テープ、
前記防水テープと少なくとも一部で積層して配されるとともに、前記壁下地の外側に配された新設の防水シート、
前記新設の防水シートの外側に配された新設のラス網、
前記既設のモルタル層の前記切断面と前記壁下地との入隅部で、少なくとも前記防水テープの既設側の側縁と前記切断面との間を水密するシーリング材、
前記入隅部で前記シーリング材を被覆する無収縮性固化材、及び
前記無収縮性固化材の外側で、前記壁下地と、前記防水テープと、前記新設の防水シートと、前記新設のラス網とを被覆する新設のモルタルを含み、
前記壁下地と前記防水テープとの間には、既設側の側縁が前記既設のモルタル層の前記切断面側に近接し、かつ前記壁下地の前記隙間を覆う下地プレートが配されることを特徴とするモルタル外壁の接合構造。
An existing mortar layer including a slat-like wall base in which a plurality of long plate members are arranged with a gap, and an existing mortar arranged on the outside of the wall base via an existing waterproof sheet A mortar outer wall joining structure in which the existing mortar layer is cut and removed on the outer wall of the mortar, leaving only the wall base, and a new mortar layer is connected to the cut surface of the cut and removed existing mortar layer. ,
The new mortar layer is a waterproof tape in which the side edge on the existing side is arranged close to the cut surface of the existing mortar layer on the outside of the wall base exposed from the cut surface of the existing mortar layer,
The waterproof tape is disposed at least partially with the waterproof tape, and a new waterproof sheet disposed on the outside of the wall base,
A new lath net arranged outside the new tarpaulin,
A sealing material that seals water between at least the existing side edge of the waterproof tape and the cut surface at the corner of the cut surface of the existing mortar layer and the wall base,
A non-shrinkable solidifying material that covers the sealing material at the corners; and on the outside of the non-shrinkable solidifying material, the wall substrate, the waterproof tape, the new waterproof sheet, and the new lath net. Including new mortar covering
Between the wall base and the waterproof tape, an existing side plate is disposed close to the cut surface side of the existing mortar layer, and a base plate that covers the gap of the wall base is disposed. A characteristic mortar outer wall joint structure.
前記下地プレートの前記既設側の側縁は、前記既設の防水シートと前記壁下地との間に差し込まれる請求項1に記載のモルタル外壁の接合構造。   2. The mortar outer wall joining structure according to claim 1, wherein a side edge on the existing side of the base plate is inserted between the existing waterproof sheet and the wall base. 前記下地プレートは、樹脂又は金属からなる請求項1又は2に記載の外壁の接合構造。   The outer wall joining structure according to claim 1, wherein the base plate is made of resin or metal. 複数かつ長尺な板材が隙間を空けて配されたすのこ状の壁下地、及び該壁下地の外側に既設の防水シートを介して配された既設のモルタルを含む既設のモルタル層からなる既設のモルタル外壁に、前記壁下地のみを残して前記既設のモルタル層を切断除去し、この切断除去された既設のモルタル層の切断面に新設のモルタル層を接続させるモルタル外壁の接合方法であって、
前記既設のモルタル層の切断面から露出する前記壁下地の外側に、下地プレートを、その既設側の側縁を前記既設のモルタル層の前記切断面側に近接させて配することにより前記壁下地の隙間を覆って該壁下地を補強する下地プレート配置工程、
前記下地プレートの外側に、既設側の側縁を前記既設のモルタル層の切断面に近接させて、防水テープを配する防水テープ配置工程、
前記防水テープと少なくとも一部で積層するように、前記壁下地の外側に新設の防水シートを配する防水シート配置工程、
前記新設の防水シートの外側に新設のラス網を配するラス網配置工程、
前記既設のモルタル層の前記切断面と前記壁下地との入隅部で、少なくとも前記防水テープの既設側の側縁と前記切断面との間にシーリング材を配して水密するシーリング材配置工程、
前記入隅部で前記シーリング材を被覆するように無収縮性固化材を配する無収縮性固化材配置工程、
前記無収縮性固化材の外側で、前記壁下地と、前記防水テープと、前記新設の防水シートと、前記新設のラス網とを被覆するように前記新設のモルタルを塗り込むモルタル配置工程を含むことを特徴とするモルタル外壁の接合方法
An existing mortar layer including a slat-like wall base in which a plurality of long plate members are arranged with a gap, and an existing mortar arranged on the outside of the wall base via an existing waterproof sheet A mortar outer wall is a method of joining a mortar outer wall by cutting and removing the existing mortar layer leaving only the wall foundation, and connecting a new mortar layer to the cut surface of the existing mortar layer that has been cut and removed,
By placing the ground plate on the outside of the wall foundation exposed from the cut surface of the existing mortar layer, with the side edge on the existing side being close to the cut surface side of the existing mortar layer, the wall foundation A base plate arranging step for reinforcing the wall base covering the gap of
A waterproof tape arrangement step of arranging a waterproof tape on the outside of the base plate, with the side edge on the existing side being close to the cut surface of the existing mortar layer,
A waterproof sheet arrangement step of arranging a new waterproof sheet on the outside of the wall base so as to be laminated at least partially with the waterproof tape;
A lath net arrangement step of arranging a new lath net on the outside of the new waterproof sheet;
Sealing material arrangement step of arranging a sealing material between at least the existing side edge of the waterproof tape and the cutting surface at a corner between the cut surface of the existing mortar layer and the wall base and sealing the water. ,
A non-shrinkable solidifying material arrangement step of arranging a non-shrinkable solidifying material so as to cover the sealing material at the corners;
A mortar arrangement step of applying the new mortar so as to cover the wall base, the waterproof tape, the new waterproof sheet, and the new lath net outside the non-shrinkable solidifying material; Mortar outer wall joining method characterized by the above
前記下地プレート配置工程は、前記下地プレートの既設側の側縁を、前記既設の防水シートと前記壁下地との間に差し込む工程を含む請求項4に記載のモルタル外壁の接合方法。   The mortar outer wall joining method according to claim 4, wherein the base plate arranging step includes a step of inserting an existing side edge of the base plate between the existing waterproof sheet and the wall base.
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JP2013076250A (en) * 2011-09-30 2013-04-25 Panahome Corp Junction structure of mortar external wall and joint method for mortar external wall

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