JP6960202B1 - Mortar thin coating finishing method for ventilation method and mortar thin coating finishing method using the base material - Google Patents

Mortar thin coating finishing method for ventilation method and mortar thin coating finishing method using the base material Download PDF

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JP6960202B1
JP6960202B1 JP2021060450A JP2021060450A JP6960202B1 JP 6960202 B1 JP6960202 B1 JP 6960202B1 JP 2021060450 A JP2021060450 A JP 2021060450A JP 2021060450 A JP2021060450 A JP 2021060450A JP 6960202 B1 JP6960202 B1 JP 6960202B1
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英明 磯村
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株式会社ニチラス
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Abstract

【課題】本発明は、調合モルタルを使用してのモルタル塗布厚を約15mm厚にして確実に塗れるリブラスからなる下地材を提供し、前記下地材を使用しての外壁軽量モルタル薄塗仕上げ工法を提供する。【解決手段】本発明は、既調合モルタル9を塗布してモルタル外壁を形成する際に用いられる通気工法用モルタル薄塗用下地材1であって、該下地材1は、リブラス2と該リブラス2の裏面に接着される裏打ち材3とを有して構成され、前記リブラス2は、原板規格が溶融亜鉛メッキ鋼帯又は溶融亜鉛メッキ鋼帯と約同等品で鋼板厚が0.3mmの原板をプレス加工し、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m2に構成され、前記裏打ち材3は、厚みが20μm及び30g/m2の質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成されたことを特徴とする。【選択図】図1PROBLEM TO BE SOLVED: To provide a base material made of rib lath which can be surely applied by making the mortar coating thickness of about 15 mm using a compounded mortar, and an outer wall lightweight mortar thin coating finishing method using the base material. I will provide a. SOLUTION: The present invention is a base material 1 for thin coating of mortar for ventilation method used when applying a ready-made mortar 9 to form an outer wall of the mortar, and the base material 1 is a rib lath 2 and the rib lath. The rib lath 2 is configured to have a backing material 3 adhered to the back surface of No. 2, and the rib lath 2 is an original plate having a steel plate thickness of 0.3 mm and having an original plate standard approximately equivalent to that of a hot-dip zinc-plated steel strip or a hot-dip zinc-plated steel strip. The rib height is 3 mm or more and less than 4 mm, the rib pitch is 75 mm, the number of meshes between the ribs is the fourth, and the mass is about 800 g / m2. The backing material 3 has thicknesses of 20 μm and 30 g / m2. It is characterized in that it is composed of a polyester non-woven material having a rough surface on the front surface and a smooth surface on the back surface. [Selection diagram] Fig. 1

Description

本発明は、モルタル薄塗仕上げ用下地材と該モルタル薄塗仕上げ用下地材を使用した住宅の外壁通気工法用軽量モルタル薄塗仕上げ工法に関するものである。
The present invention relates to a mortar thin coating finishing base material and a lightweight mortar thin coating finishing method for an outer wall ventilation method of a house using the mortar thin coating finishing base material.

近年、既調合のモルタルを用いての外壁モルタル塗布厚については、15mm以上の塗り厚で認定されており、前記規格内において従来のモルタル塗り厚よりなるべく薄いモルタル塗り厚にすること、すなわち、なるべく15mmの塗り厚に近い塗り厚にして軽量モルタル外壁にすることが要請されている。
従来のモルタル塗り厚より薄いモルタル塗り厚であっても所定の品質が維持でき、規格内に収まるモルタル塗り厚施工であれば、施工スピードの向上と施工コストの低減が図れるからである。そして、既調合モルタルを用いての塗り厚15mmのモルタル塗布は、下塗10mm(ラス面が隠れる程度)、上塗り5mmが好ましいとされる。すなわち、ラス面より5mmほどの上塗り厚が要請されている。
In recent years, the outer wall mortar coating thickness using a ready-made mortar has been approved as a coating thickness of 15 mm or more, and within the above specifications, the mortar coating thickness should be as thin as possible, that is, as much as possible. There is a demand for a lightweight mortar outer wall with a coating thickness close to 15 mm.
This is because even if the mortar coating thickness is thinner than the conventional mortar coating thickness, the predetermined quality can be maintained, and if the mortar coating thickness is within the standard, the construction speed can be improved and the construction cost can be reduced. For the mortar coating with a coating thickness of 15 mm using the prepared mortar, it is preferable that the undercoat is 10 mm (to the extent that the lath surface is hidden) and the topcoat is 5 mm. That is, a topcoat thickness of about 5 mm from the lath surface is required.

ここで、従来のリブラスは、板厚0.3mm、リブ高5mm、リブ間が150mmで構成され、裏打ち材はターポリン紙、ポリミック紙が採用され、裏打ち材のリブラスへの接着は糊付け又は、ステッチング留めで構成されていた。 Here, the conventional rib lath is composed of a plate thickness of 0.3 mm, a rib height of 5 mm, and a rib spacing of 150 mm. Tarpaulin paper and polymic paper are used as the backing material, and the backing material is glued or stitched to the rib lath. It consisted of stitches.

しかし、前記のリブラスを使用し、モルタル塗布厚約15mmで施工した場合、クラックが入りやすいとの課題があった。
クラックの要因としては、山高5mmで形成されたリブの剛性が強すぎ、リブ方向(横方向)へのクラックが発生しやすいこと、特に、出入隅部、開口補強では施工上、リブラスのリブがクロスして重なり乗っかる形になるのでリブ高5mm+5mm(10mm)になってしまう。さらに、この10mmのリブ高さの上に、板厚の厚みも考慮しなければならない。すると、前記上塗り厚み5mmは確保できないものとなる。
However, when the above-mentioned rib lath is used and the mortar coating thickness is about 15 mm, there is a problem that cracks are likely to occur.
The cause of cracks is that the rigidity of the ribs formed at a mountain height of 5 mm is too strong, and cracks are likely to occur in the rib direction (lateral direction). The rib height is 5 mm + 5 mm (10 mm) because it crosses and overlaps. Furthermore, on top of this 10 mm rib height, the thickness of the plate must also be considered. Then, the topcoat thickness of 5 mm cannot be secured.

またリブラスの貼り方は一般的にレンガ張りのように貼るため施工上、リブラス端部において2枚重ねあるいは3枚重ねの箇所が発生する。するとその部分はさらに厚くなり下塗時に特に3枚重ねのラス面を覆うには更に塗り付けしなければならない。すると、必然的に上塗り部分が薄くなってしまいクラックが発生しやすいとの課題がある。 In addition, since the rib lath is generally attached like a brick, there may be two or three layers at the end of the rib lath. Then, the part becomes thicker, and it is necessary to apply more to cover the lath surface of three layers especially at the time of undercoating. Then, there is a problem that the topcoat portion is inevitably thinned and cracks are likely to occur.

特に、前述の如く2枚重ねや3枚重ねの箇所を有することによりモルタル薄塗での塗布厚が不均一になった場合、モルタル塗布の薄い箇所ではモルタルの硬化が早くまた弱くなるがモルタル塗布の厚い箇所では硬化が遅く、強くなるために、前記厚い箇所に薄い箇所が引っ張られる形でクラックが入ることがある。 In particular, when the coating thickness of the thin mortar coating becomes uneven due to the presence of two or three layers as described above, the mortar is cured faster and weaker in the thin mortar coating, but the mortar is coated. Since curing is slow and strong in the thick part, cracks may occur in the form of pulling the thin part in the thick part.

また、従来のリブラスを使用したモルタル薄塗り工法では、モルタル壁表面を平滑に仕上げられないことが前記の理由の他にも多々あり、平滑に塗るには技術と材料費(調整)と手間がかかりコストアップにつながっていたとの課題もあった。 In addition to the above reasons, there are many other reasons that the conventional mortar thin coating method using rib lath cannot finish the mortar wall surface smoothly, and it takes technology, material cost (adjustment) and labor to apply it smoothly. There was also a problem that it cost more and led to an increase in cost.

例えば、仕上げ時に平滑に施工できない要因として、通気胴縁(柱・間柱上)に本留め(ステープル留め等)の際、リブがつぶれる場合がある。その際、リブが表面へアーチ状に反るため、ラス面が波を打ったようになり塗りづらくなることが挙げられる。 For example, as a factor that makes it impossible to perform smooth construction at the time of finishing, the ribs may be crushed at the time of main fastening (staple fastening, etc.) to the ventilation furring strip (on columns / studs). At that time, since the ribs warp toward the surface in an arch shape, the lath surface becomes wavy and difficult to apply.

また、モルタル下塗、養生時でのモルタルの下垂れが発生し、該下垂れの発生により垂れた箇所の表面が浮き上がる傾向があること(リブラスのリブと裏打ち材が糊付けされており、下がったモルタルが表面へ逃げるため)などが挙げられる。 In addition, mortar dripping occurs during mortar undercoating and curing, and the surface of the dripping part tends to rise due to the occurrence of the mortar (the ribs of the rib lath and the lining material are glued, and the mortar that has dropped). To escape to the surface).

さらに、従来、リブラスと一体となっている裏打ち材は前述したようにターポリン紙(クラフト紙+ブロン+クラフト紙)又は、ポリミック紙(クラフト紙+PE+クラフト紙)が多く、それらの裏打ち材は透けていないため施工時に下地部分(通気胴縁)が可視することが出来ず、そのため下地部分(通気胴縁)に下地材を固定する施工の効率が落ち、点検時にもわかりづらいとの課題があった。 Furthermore, as mentioned above, the backing material that is integrated with the riblas is mostly tarpaulin paper (kraft paper + bron + kraft paper) or polymic paper (kraft paper + PE + kraft paper), and these backing materials are transparent. Since there is no such material, the base part (ventilation furring strip) cannot be seen during construction, which reduces the efficiency of the construction work of fixing the base material to the basement part (ventilation furring strip), and there is a problem that it is difficult to understand at the time of inspection. ..

近年では熟練工の職人数が減少してきており、上記の課題克服には熟練工の職人の育成や確保が急務とされ、施工効率のアップや施工の簡素化を図ると共に、熟練工の職人数を増やさなければならないとの課題があった。
In recent years, the number of skilled workers has been decreasing, and in order to overcome the above problems, it is urgent to train and secure skilled workers, and it is necessary to increase the number of skilled workers while improving construction efficiency and simplifying construction. There was a problem that it had to be done.

特開2013−185300号公報Japanese Unexamined Patent Publication No. 2013-185300

かくして、本発明は前記従来の課題を解決するために創案されたものであって、既調合モルタルを使用してのモルタル塗布厚を約15mm厚にして確実に塗れるリブラスからなる下地材を提供すること、前記の塗布厚キープし、通気層にモルタルが廻りにくい剛性の強いリブラスからなる下地材を提供すること、既調合モルタルの薄塗でもクラックの入りにくいリブラスからなる下地材を提供すること、リブラスを2枚あるいは3枚重ねても約15mmの塗布厚がキープできる下地材を提供すること、モルタル壁の見栄えがよく、かつモルタル壁表面が平滑に仕上げられるリブラスからなる下地材を提供すること、ステープル本留め施工時にもリブラスの反りが少ない下地材を提供すること、モルタルの垂れる量を減らし前ハラミを防ぐことが出来る下地材を提供すること、鋼板厚が0.3mmでリブ山高さを5mmから3mmにし、かつリブピッチを150mmから75mmにすることで鉄切りばさみを用いて切りやすくなり平らかに施工できる下地材を提供すること及び前記のような下地材を使用しての外壁軽量モルタル薄塗仕上げ工法を提供することを目的とするものである。
Thus, the present invention has been devised in order to solve the above-mentioned conventional problems, and provides a base material made of rib lath which can be reliably applied by increasing the mortar coating thickness to about 15 mm using a ready-made mortar. That is, to provide a base material made of rib lath having a strong coating thickness that keeps the coating thickness and to prevent mortar from turning around in the ventilation layer, and to provide a base material made of rib lath which is hard to crack even with a thin coating of premixed mortar. To provide a base material that can keep a coating thickness of about 15 mm even if two or three riblass are stacked, and to provide a base material made of riblass that makes the mortar wall look good and the surface of the mortar wall is finished smoothly. To provide a base material with less warping of rib lath even during the main fastening of staples, to provide a base material that can reduce the amount of mortar dripping and prevent pre-harassment, and to increase the rib height with a steel plate thickness of 0.3 mm. By changing the rib pitch from 5 mm to 3 mm and the rib pitch from 150 mm to 75 mm, it is possible to provide a base material that can be easily cut using iron cutting scissors and can be constructed flat, and the outer wall is lightweight using the base material as described above. It is an object of the present invention to provide a mortar thin coating finishing method.

本発明は、
既調合モルタルを塗布してモルタル外壁を形成する際に用いられる通気工法用モルタル薄塗用下地材であって、
該下地材は、リブラスと該リブラスのリブ山部先端に接着される裏打ち材とを有して構成され、
前記リブラスは、原板規格が溶融亜鉛メッキ鋼帯鋼板厚が0.3mmの原板をプレス加工し、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m 以上に構成され、
前記裏打ち材は、厚みが20μm及び30g/mの質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成され、前記裏打ち材の表面側が前記リブラスのリブ山部先端に接着され、前記リブ山部先端間は前記裏打ち材との間にリブ山高に略相当する厚みの空間を有して構成された、
ことを特徴とし、
または、
既調合モルタルを塗布してモルタル外壁を形成する際に用いられる通気工法用モルタル薄塗用下地材であって、
該下地材は、リブラスと該リブラスのリブ山部先端に接着される裏打ち材とを有して構成され、前記リブラスは、原板規格が溶融亜鉛メッキ鋼帯鋼板厚が0.3mmの原板をプレス加工し、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m 以上に構成され、前記裏打ち材は、厚みが20μm及び30g/mの質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成され、前記裏打ち材の表面側が前記リブラスのリブ山部先端に接着され、前記リブ山部先端間は前記裏打ち材との間にリブ山高に略相当する厚みの空間を有して構成された下地材を複数使用してなり、
前記下地材の敷設は、該下地材の一枚目を外壁面下端部から敷設し、二枚目以降の下地材の敷設は、隣り合う下地材の各々のリブとリブとを重ね合わせながら水平方向に連続敷設し、敷設された下地材上にはモルタルの下塗り厚を10mm、上塗り厚を5mmとし、全体の塗り厚を15mmの厚みにして塗布する、
ことを特徴とし、
または、
前記下地材を上下に敷設する際の重ね合わせ部の厚みは、先に敷設された前記下地材の2枚の重ね合わせ部に、上方に敷設する下地材を重ね合わせ、全体で3枚の重ね合わせ部の厚みを10mm以内の厚みにして敷設する、
ことを特徴とし、
または、
住宅躯体の室外側に取り付けた下地材の外側から既調合モルタルの塗り厚を下塗り厚につき10mm、上塗り厚につき5mmの厚みにして塗り、モルタル塗り外壁内に通気部が形成されたモルタル塗り外壁部を形成し、
前記通気部が形成されたモルタル塗り外壁部の上下端面は開口しており、前記上下端面の開口部に通気端定木を取り付け、前記通気端定木を取り付けることにより前記通気部の厚みを保持する空気流入孔が設けられた、
ことを特徴とするものである。
The present invention
It is a base material for thin coating of mortar for ventilation method used when applying ready-mixed mortar to form the outer wall of mortar.
The base material is composed of a rib lath and a backing material adhered to the tip of the rib crest of the rib lath.
The rib lath is a hot-dip galvanized steel strip whose original plate standard is hot-dip galvanized steel strip and is pressed with a steel plate thickness of 0.3 mm. Consists of about 800 g / m 2 or more ,
The backing has a thickness of the mass of 20μm and 30 g / m 2, the surface back side is constituted by a polyester non-woven fabric formed on the smooth surface is rough, the surface side of the backing material to the rib crest tip of the Riburasu It is bonded and is configured to have a space having a thickness substantially corresponding to the height of the rib ridge between the tip of the rib ridge and the backing material.
Characterized by that
or,
It is a base material for thin coating of mortar for ventilation method used when applying ready-mixed mortar to form the outer wall of mortar.
Lower Chizai is configured to have a backing which is adhered to the rib crest tip of Riburasu and said Riburasu, the Riburasu is steel sheet thickness in the original sheet standard galvanized steel strip is a 0.3mm original plate Pressed, the rib height is 3 mm or more and less than 4 mm, the rib pitch is 75 mm, the number of meshes between the ribs is the fourth, and the mass is about 800 g / m 2 or more. It is composed of a polyester non-woven fabric having a rough surface and a smooth back surface having a mass of 2, the front surface side of the backing material is adhered to the tip of the rib ridge of the rib lath, and the space between the tip of the rib ridge is the lining. A plurality of base materials configured with a space having a thickness substantially equivalent to the height of the rib mountain between the material and the material are used.
In the laying of the base material, the first piece of the base material is laid from the lower end of the outer wall surface, and in the laying of the second and subsequent base materials, the ribs of the adjacent base materials are overlapped and horizontal. It is laid continuously in the direction, and the mortar is applied on the laid base material with a mortar undercoat thickness of 10 mm, a topcoat thickness of 5 mm, and an overall coating thickness of 15 mm.
Characterized by that
or,
The thickness of the overlapping portion when the base material is laid up and down is such that the base material to be laid above is overlapped with the two overlapping portions of the base material laid earlier, and a total of three layers are overlapped. Lay the mating part with a thickness of 10 mm or less.
Characterized by that
or,
From the outside of the base material attached to the outdoor side of the housing frame, the premixed mortar is applied to a thickness of 10 mm for the undercoat thickness and 5 mm for the topcoat thickness. Form and
The upper and lower end surfaces of the mortar-coated outer wall portion on which the ventilation portion is formed are open, and a ventilation end fixing tree is attached to the opening on the upper and lower end surfaces, and the thickness of the ventilation portion is maintained by attaching the ventilation end fixing tree. Air inflow hole is provided,
It is characterized by that.

本発明によれば、調合モルタルを使用してのモルタル塗布厚を約15mm厚にして確実に塗れるリブラスからなる下地材が提供でき、前記の塗布厚キープし、通気層にモルタルが廻りにくい剛性の強いリブラスからなる下地材が提供でき、既調合モルタルの薄塗でもクラックの入りにくいリブラスからなる下地材が提供でき、リブラスを2枚あるいは3枚重ねても約15mmの塗布厚がキープできる下地材が提供でき、見栄えがよくモルタル壁表面が平滑に仕上げられるリブラスからなる下地材が提供でき、ステープル本留めにもリブラスの反りが少ない下地材が提供でき、モルタルの垂れる量を減らし前ハラミを防ぐことが出来る下地材が提供でき、及び前記のような下地材を使用しての外壁軽量モルタル薄塗仕上げ工法が提供出来るとの優れた効果を奏する。
According to the present invention, it is possible to provide a base material made of rib lath that can be reliably applied by making the mortar coating thickness of about 15 mm using a compounded mortar, and keeping the coating thickness as described above, and having a rigidity that makes it difficult for the mortar to rotate around the ventilation layer. A base material made of strong rib lath can be provided, a base material made of rib lath that does not easily crack even with a thin coating of ready-made mortar can be provided, and a base material that can keep a coating thickness of about 15 mm even if two or three rib laths are stacked. Can provide a base material made of rib lath that looks good and finishes the mortar wall surface smoothly, and can also provide a base material that has less warp of the rib lath for the staple fastening, reducing the amount of mortar dripping and preventing pre-harassment. It is possible to provide a base material that can be used, and it is possible to provide an outer wall lightweight mortar thin coating finishing method using the base material as described above, which is an excellent effect.

本発明による下地材の構成を説明する説明図(1)である。It is explanatory drawing (1) explaining the structure of the base material by this invention. 本発明による下地材の構成を説明する説明図(2)である。It is explanatory drawing (2) explaining the structure of the base material by this invention. 本発明を適用した実施例の概約構成を説明する概約構成説明図である。It is a general structure explanatory drawing explaining the general structure of the Example to which this invention is applied. 下地材の2枚重ね、3枚重ねの個所の概約構成を説明する概約構成説明図である。It is a general structure explanatory drawing explaining the general structure of the part of two layers | stack 3 layers of a base material.

以下、本発明を図に示す実施例に基づき説明する。
図1に本発明による下地材1の構成を示す。
該下地材1は、既調合モルタルを塗布してモルタル外壁を形成する際に用いられるモルタル薄塗用下地材であり、該下地材1は、リブラス2と該リブラス2の裏面に接着される裏打ち材3とを有して構成される。ここで、既調合モルタルとは、セメントに骨材やポリマー樹脂などをあらかじ調合して、水練りだけで使用できる接着力の高いモルタルをいう。
Hereinafter, the present invention will be described based on the examples shown in the figure.
FIG. 1 shows the configuration of the base material 1 according to the present invention.
The base material 1 is a base material for thin coating of mortar used when applying a ready-mixed mortar to form an outer wall of the mortar, and the base material 1 is a lining that is adhered to the rib lath 2 and the back surface of the rib lath 2. It is composed of a material 3 and a material 3. Here, the premixed mortar refers to a mortar having a high adhesive strength that can be used only by kneading with water by roughly blending an aggregate, a polymer resin, or the like with cement.

そして、本発明は、この既調合モルタルを塗布してモルタル外壁を形成する際に用いられるモルタル薄塗用下地材及び該下地材を使用したモルタル薄塗仕上げ工法に関して創案されたものである。 The present invention has been devised with respect to a base material for thin coating of mortar used when applying this premixed mortar to form an outer wall of mortar, and a mortar thin coating finishing method using the base material.

前記リブラス2は、規格が溶融亜鉛メッキ鋼帯又は溶融亜鉛メッキ鋼帯と約同等品で鋼板厚が0.3mmの原板を用い、該原板をプレス加工、すなわちパンチ加工すると共にこれを引き延ばし展開して、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m以上、例えば831g/mに構成されたものが使用される。 The rib lath 2 uses a hot-dip galvanized steel strip or a hot-dip galvanized steel strip having a steel plate thickness of 0.3 mm, and the original plate is press-processed, that is, punched, and then stretched and developed. Te, ribs bowler less than 4mm above 3 mm, rib pitch is 75 mm, mesh number fourth between the ribs, the mass of about 800 g / m 2 or more, those configuration is used, for example, 831 g / m 2.

前記裏打ち材3は、厚みが20μm及び30g/mの質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成されており、前記裏打ち材3の表面側が前記リブラス2の裏面に接着されて下地材1が構成されている。 The backing material 3 has a thickness of 20 μm and a mass of 30 g / m 2 , and is made of a polyester non-woven fabric having a rough surface on the front surface and a smooth surface on the back surface. The base material 1 is formed by being adhered to the back surface.

ここで、本発明のように、リブ山高3mmにすると、リブラス2が2枚重ねの箇所では約6mmの厚みになり、特に出入隅部、開口補強では施工上、リブラス2のリブ4がクロスして重なり乗っかる形になるのでリブ高3mm+3mm(6mm)になる。また、この6mmのリブ高さの上に、各板厚の厚み0.3mmの厚みも考慮すると、約7mm程度となり、前記上塗り厚み5mmは充分確保できる。 Here, when the rib ridge height is set to 3 mm as in the present invention, the thickness of the rib lath 2 becomes about 6 mm at the place where the two rib laths 2 are overlapped. The rib height is 3 mm + 3 mm (6 mm) because it overlaps and rides on each other. Further, considering the thickness of each plate thickness of 0.3 mm on the rib height of 6 mm, it is about 7 mm, and the topcoat thickness of 5 mm can be sufficiently secured.

また、3枚重ね箇所ではリブの重ね箇所が最悪9mm(但し、横方向はリブが重なることが多いため3mm程度はマイナスになり6mm程度の厚みとなることがある)。これに各板厚の厚みが加わっても、やはり、上塗り厚み5mmは充分に確保できる。 Further, in the three-sheet stacking portion, the rib stacking portion is 9 mm at worst (however, since the ribs often overlap in the lateral direction, about 3 mm becomes negative and the thickness may be about 6 mm). Even if the thickness of each plate is added to this, the topcoat thickness of 5 mm can still be sufficiently secured.

また、リブ山高4mmの場合には、リブラス2が2枚重ね箇所では約8mmの厚さになり、3枚重ね箇所では、リブの重ね箇所が最悪12mmになるが、横方向にリブが重なる場合には3mm程度はマイナスになり約8mm程度の厚みとなる。これに各板厚の厚みが加わっても充分に上塗り厚5mmは確保できる。従って、リブ山高4mmの場合の3枚重ね箇所では、横方向にリブが重なる場合に適用するものとなる。この場合であれば、各板厚の厚みが加わっても充分に上塗り厚5mmは確保できる。 Further, when the rib ridge height is 4 mm, the rib lath 2 has a thickness of about 8 mm at the place where two sheets are overlapped, and at the place where three sheets are overlapped, the rib overlap point becomes 12 mm at worst, but when the ribs overlap in the lateral direction. About 3 mm is negative and the thickness is about 8 mm. Even if the thickness of each plate is added to this, a sufficient topcoat thickness of 5 mm can be secured. Therefore, in the case where the rib ridge height is 4 mm, the three-sheet stacking location is applied when the ribs overlap in the lateral direction. In this case, even if the thickness of each plate is added, a sufficient topcoat thickness of 5 mm can be secured.

本発明のようにリブ山高を低くすることにより、ステープルでの固定時にリブを潰す恐れがない。さらにリブが潰れないので波打ちない平滑な下地材が形成できて確実な施工が行える。 By lowering the height of the rib ridge as in the present invention, there is no risk of crushing the rib when fixing with staples. Furthermore, since the ribs are not crushed, a smooth base material that does not undulate can be formed, and reliable construction can be performed.

また、本発明では幅広の逆U字状をなすステープルが採用されており、3mm以上4mm未満のリブ山高の場合、リブ4はステープルを打ち込んだとしても逆U字状をなすステープルの先端部分に隙間が出来、リブ4がつぶされないでリブラス2を止めることが出来る。しかし、リブ山高5mmだと、通常潰れないように調整して施工するが、それでもつぶれることがある。 Further, in the present invention, a wide inverted U-shaped staple is adopted, and in the case of a rib mountain height of 3 mm or more and less than 4 mm, the rib 4 is attached to the tip portion of the inverted U-shaped staple even if the staple is driven. A gap is created, and the rib lath 2 can be stopped without the rib 4 being crushed. However, if the rib height is 5 mm, it is usually adjusted so that it will not be crushed, but it may still be crushed.

以上よりモルタルの下塗り厚を10mm厚、上塗り厚を5mmで行えて、不良施工(リブつぶし)からのリブラス2の反り上がりを考察するとラス山高3mm以上4mm未満が最適であると判断出来るのである。 From the above, the undercoat thickness of the mortar can be 10 mm and the topcoat thickness can be 5 mm, and considering the warp of the rib lath 2 due to defective construction (rib crushing), it can be judged that the lath mountain height of 3 mm or more and less than 4 mm is optimal.

(リブラス2の剛性について)
従来のリブラスは、板厚0.3mm、リブ山高5mm、リブピッチ150mmで構成されており、その剛性は、6.594である。これに対し、本発明のリブラス2は、板厚0.3mm・リブ山高3mm、リブピッチ150mmで構成するとその剛性は2.017である。
よって、リブ4の剛性が強すぎて、リブ方向(横方向)へのクラックが発生しやすいとの課題を解消すべくリブ4の1本単位での剛性を弱め、クラックの発生を防止するには、リブ山高を3mmないしは4mm未満に低くすることで解消することが出来る。
また、2.017という剛性値は、通気ラスにより適している剛性なのである。
(About the rigidity of rib lath 2)
The conventional rib lath is composed of a plate thickness of 0.3 mm, a rib peak height of 5 mm, and a rib pitch of 150 mm, and its rigidity is 6.594. On the other hand, the rib lath 2 of the present invention has a rigidity of 2.017 when it is composed of a plate thickness of 0.3 mm, a rib peak height of 3 mm, and a rib pitch of 150 mm.
Therefore, in order to solve the problem that the rigidity of the rib 4 is too strong and cracks in the rib direction (lateral direction) are likely to occur, the rigidity of each rib 4 is weakened to prevent the occurrence of cracks. Can be eliminated by lowering the rib peak height to 3 mm or less than 4 mm.
Further, the rigidity value of 2.017 is a rigidity more suitable for the ventilation lath.

(リブラスのリブ間隔について)
従来のリブ間隔では、モルタルを下塗し養生時にモルタルが垂れ落ちてしまい、リブラス2の表面へ浮き上がる傾向があったことは既に述べた。これは、前記リブラス2のリブと裏打ち材3とを糊付けしており、垂れ下がったモルタルが前記糊付け箇所でリブラス2の表面へ逃げるため、浮き上がってしまうのである。
本発明では、リブ山高さを3mm乃至4mmとしてあるため、リブラス2と裏打ち材3とを糊付けしている間隔を狭めることになりもって、前記間隔が狭くなった分モルタルの塗布量が減るので、表面への浮き上がるハラミ量も少なくなるのである。
(About rib spacing of rib lath)
It has already been mentioned that with the conventional rib spacing, the mortar drips down during the undercoating and curing of the mortar, and tends to float on the surface of the rib lath 2. This is because the ribs of the rib lath 2 and the backing material 3 are glued together, and the hanging mortar escapes to the surface of the rib lath 2 at the glued portion, so that the mortar floats up.
In the present invention, since the height of the rib ridge is set to 3 mm to 4 mm, the distance between the rib lath 2 and the backing material 3 is narrowed, and the amount of mortar applied is reduced by the narrowing of the distance. The amount of harassment that rises to the surface is also reduced.

また従来は、リブ間隔を150mm間隔にしてあるため、裏打ち材3を糊付けしたリブラス2も裏への廻り(ハラミ量)が多くなるため、柱あるいは間柱の通気胴縁間に補助胴縁を取り付けて施工される場合が多かった。
しかしながら、補助胴縁が取り付けられていない場合にも確実に通気層を確保できる施工を考えなくてはならない。補助胴縁が取り付けられていない場合には、リブ山高を低くしたことによりリブラスの剛性が弱まるからである。
そこで本発明では、リブラス2におけるリブ4とリブ4との間隔を150mm間隔から半分の75mm間隔とした。これにより、前記リブ4の数が倍に増加し、リブ4の方向性が分散されると共に、従来と同様の剛性をも維持できるものとされた。
Further, conventionally, since the rib spacing is set to 150 mm, the rib lath 2 to which the backing material 3 is glued also has a large amount of rotation (harassment amount) to the back, so an auxiliary furring strip is attached between the ventilation furring strips of the pillars or studs. In many cases, it was constructed.
However, it is necessary to consider the construction that can surely secure the ventilation layer even when the auxiliary furring strip is not attached. This is because when the auxiliary furring strip is not attached, the rigidity of the rib lath is weakened by lowering the rib ridge height.
Therefore, in the present invention, the distance between the ribs 4 and the ribs 4 in the rib lath 2 is changed from 150 mm to 75 mm, which is half of the distance. As a result, the number of the ribs 4 is doubled, the directionality of the ribs 4 is dispersed, and the same rigidity as the conventional one can be maintained.

ここで、最適なリブ間隔を75mm間隔とした理由は、リブ間隔が75mm未満の場合は、リブ4が多すぎてしまい、逆にリブ方向へ力が増すことによりクラックの発生につながる。また、リブ間隔が75mm超過の場合は、モルタルのハラミ量が増え、モルタル薄塗での塗布厚が不均一となってしまい、均一なモルタル塗布に影響が生ずる。さらに、リブラス2の基本的寸法は3×6で巾900mmの場合、リブ間150mm以下で割り切れるのは100mm・90mm・75mm・60mm・45mm・・・・であり、上記内容を勘案するとリブ間隔を75mmにすることが最適である。 Here, the reason why the optimum rib spacing is set to 75 mm is that if the rib spacing is less than 75 mm, there are too many ribs 4, and conversely, the force increases in the rib direction, which leads to the occurrence of cracks. Further, when the rib spacing exceeds 75 mm, the amount of mortar harassment increases, the coating thickness of the mortar thin coating becomes non-uniform, and the uniform mortar coating is affected. Furthermore, when the basic dimensions of the rib lath 2 are 3 x 6 and the width is 900 mm, the rib spacing is 100 mm, 90 mm, 75 mm, 60 mm, 45 mm, etc., which is divisible by the rib spacing of 150 mm or less. Optimal is 75 mm.

(リブラス2のリブ間網目数について)
従来のリブ間隔150mmのリブラスは、該リブラスの真ん中部分につなぎの小リブ状のリブが設けられている。そして小リブ状のリブの両側にはリブ間隔を75mmにして形成し、その間隔内に網目を4つ目にして構成してあった。
(About the number of meshes between ribs of rib lath 2)
In the conventional rib lath having a rib spacing of 150 mm, a small rib-shaped rib connecting the rib lath is provided in the middle portion of the rib lath. Then, the ribs were formed with a rib spacing of 75 mm on both sides of the small rib-shaped ribs, and a mesh was formed as a fourth mesh within the spacing.

本発明のリブ間75mmにしたリブラス2も網目数を4つ目にして形成してある。リブ間75mmにしたリブラス2につき、この網目数にすると、モルタル下地ラスとしてモルタルの食いつきがよく、裏への廻りも相性が良く丈夫なモルタル壁を形成できることが確認されている。例えばリブ間75mmにしたリブラス2につき網目数を5つ目に増えた場合には網目の開口が小さくなってモルタルが裏へ廻りづらくなりしっかりリブラスを被覆できない。また、3つ目にした場合は、モルタルがリブラス2に引っ掛からずモルタルの垂れが多くなる。 The rib lath 2 having a rib spacing of 75 mm of the present invention is also formed with a fourth mesh number. It has been confirmed that when the number of meshes is set for the rib lath 2 having a rib spacing of 75 mm, the mortar bites well as the mortar base lath, and the mortar wall can be formed with good compatibility with the back surface. For example, when the number of meshes is increased to the fifth for the rib lath 2 having a rib spacing of 75 mm, the mesh opening becomes small and it becomes difficult for the mortar to turn to the back, so that the rib lath cannot be covered firmly. Further, in the case of the third case, the mortar does not get caught in the rib lath 2 and the mortar drips a lot.

ところで、リブラス2の網目は、前述したように薄板の原板をパンチングで刻み引き伸ばし製造するが、その際、形成される網目は幅広で平らでよじれているためモルタルが絡みやすくダレにくくなっているのである。 By the way, the mesh of the rib lath 2 is manufactured by punching and stretching a thin original plate as described above, but at that time, the mesh formed is wide, flat and twisted, so that the mortar is easily entangled and is hard to sag. be.

(リブラス2の板厚について)
本発明のリブラス2の板厚0.3mmとしてある。板厚0.3mm以上のリブラス2を使用するとリブ剛性が強すぎリブ方向へのクラックが発生しやすくなるからである。
また、板厚0.3mm以上のリブラスであると、施工時で3枚のリブラス2が重なった場合、本留めステープルが板厚に負けてしまい、重なっているリブ4を留付けしにくい。さらに、鉄切ハサミで切断する場合、硬くて切りにくい。
逆に、板厚0.3mm以下のリブラス2の場合、リブラス2の剛性が著しく弱るため通気ラスで使用した場合通気層を塞ぐ可能性が大きい。以上により板厚は0.3mmが適正なのである。
(About the plate thickness of riblas 2)
The plate thickness of the rib lath 2 of the present invention is 0.3 mm. This is because if a rib lath 2 having a plate thickness of 0.3 mm or more is used, the rib rigidity is too strong and cracks in the rib direction are likely to occur.
Further, in the case of a rib lath having a plate thickness of 0.3 mm or more, if three rib laths 2 overlap at the time of construction, the main fastening staple loses to the plate thickness, and it is difficult to fasten the overlapping ribs 4. Furthermore, when cutting with iron cutting scissors, it is hard and difficult to cut.
On the contrary, in the case of the rib lath 2 having a plate thickness of 0.3 mm or less, the rigidity of the rib lath 2 is remarkably weak, so that there is a high possibility that the ventilation layer will be blocked when used with the ventilation lath. From the above, it is appropriate that the plate thickness is 0.3 mm.

(リブラス2の重量について)
モルタル外壁通気工法での日本建築学会基準ではラス下地材の重量は800g/m以上となっていることに合わせたものである
(About the weight of riblas 2)
According to the standards of the Architectural Institute of Japan in the mortar outer wall ventilation method, the weight of the lath base material is 800 g / m 2 or more.

次に、本発明によるリブラス2を使用した下地材1の貼り付け施工につき説明する、
下地材1の一面側には裏打ち材3が貼着される。ここで、裏打ち材3の種類について説明すると、従来は主にポリミック紙とターポリン紙が使用されていた。ポリミック紙は、ポリエチレンシートの両面をクラフト紙でサンドイッチ状にしたもので、ターポリン紙は、アスファルト防水層の両面をクラフト紙でサンドイッチ状にして形成したものである。
Next, the pasting work of the base material 1 using the rib lath 2 according to the present invention will be described.
The backing material 3 is attached to one side of the base material 1. Here, to explain the types of the backing material 3, conventionally, polymic paper and tarpaulin paper have been mainly used. Polymic paper is formed by sandwiching both sides of a polyethylene sheet with kraft paper, and tarpaulin paper is formed by sandwiching both sides of an asphalt waterproof layer with kraft paper.

しかし、従来使用されていた防水紙である裏打ち材3はターポリン紙やポリミック紙のようにクラフト紙など半透明でない部材が材料であるので、リブラス2で構成された下地材1を止め付ける木下地(通気胴縁など)が可視できず、ステープルで止め付ける際に、職人の感に頼ることが多々あった。
しかし、本発明では、約半透明なポリエステル不織布からなる防水紙である裏打ち材3を使用しているので、止付ける際にも木下地(通気胴縁など)の影を確認しながら作業出来ることとなった。
However, since the backing material 3, which is a waterproof paper that has been conventionally used, is made of a non-translucent member such as kraft paper such as tarpaulin paper and polymic paper, a wooden base material 1 composed of the rib lath 2 is fixed. I couldn't see (ventilated furring strips, etc.), and I often relied on the feeling of craftsmen when stapled.
However, in the present invention, since the backing material 3 which is a waterproof paper made of about translucent polyester non-woven fabric is used, it is possible to work while checking the shadow of the wooden base (ventilation furring strip, etc.) even when stopping. It became.

さらに、本発明の裏打ち材3は前記したように、厚みが20μm及び30g/mの質量のポリエステル不織布で、表面が粗面に裏面が滑面に形成されていることが特徴である。厚みが20μm及び30g/mの質量のポリエステル不織布であれば、半透明な部材となり、巾の細い木下地であっても裏側での前記木下地の影が確認でき、作業が確実、容易となる。 Further, as described above, the backing material 3 of the present invention is a polyester nonwoven fabric having a thickness of 20 μm and a mass of 30 g / m 2 , and is characterized in that the front surface is rough and the back surface is smooth. Polyester non-woven fabrics with a thickness of 20 μm and a mass of 30 g / m 2 are translucent members, and even if the width of the wooden base is narrow, the shadow of the wooden base can be confirmed on the back side, making the work reliable and easy. Become.

そして、粗面に形成された裏打ち材3の表面側が前記リブラス2の裏面に接着されるのである。よって、塗布されるモルタルは表面が粗面に構成された裏打ち材3によく絡まり、この点からも、確実でスピードのある施工が出来ることとなっている。 Then, the front surface side of the backing material 3 formed on the rough surface is adhered to the back surface of the rib lath 2. Therefore, the mortar to be applied is often entangled with the backing material 3 having a rough surface, and from this point as well, reliable and speedy construction can be performed.

次に、前記下地材1を使用してのモルタル塗り外壁の下地形成につき説明する。
まず、前記下地材1の裏打ち材3側を木造住宅の構造躯体7室外側に添接する。
なお、構造躯体7室外側には、透湿の防水シート6が貼着されており、その透湿の防水シート6の上には縦方向に延びる通気胴縁8が外側へ向かって突出するよう取り付けられている。そして、前記通気胴縁8は、横方向に所定の間隔を有して複数本設けられ、通気胴縁8と通気胴縁8との間には空間部が形成されるが、該空間部は通気部として機能するものとなる。
Next, the base formation of the mortar-coated outer wall using the base material 1 will be described.
First, the backing material 3 side of the base material 1 is attached to the outside of the structural frame 7 room of the wooden house.
A moisture-permeable waterproof sheet 6 is attached to the outside of the structural skeleton 7 chamber, and a vertically extending ventilation furring strip 8 projects outward on the moisture-permeable waterproof sheet 6. It is attached. A plurality of the ventilation furring strips 8 are provided at predetermined intervals in the lateral direction, and a space portion is formed between the ventilation furring strip 8 and the ventilation furring strip 8. It functions as a ventilation part.

ここで、通気胴縁8の表面側には、リブ4の凸部先端が添接するようにして下地材1が敷設される。
前記下地材1の通気胴縁8への取り付けは、前記下地材1の室外側から例えばステープルや釘などの止着部材を通気胴縁8の表面に打ち込むなどにより行うことが出来、もって非常に簡単な施工で行える様構成されている。
Here, the base material 1 is laid on the surface side of the ventilation furring strip 8 so that the tip of the convex portion of the rib 4 is in contact with the surface side.
The base material 1 can be attached to the ventilation furring strip 8 by driving a fastening member such as a staple or a nail into the surface of the ventilation furring strip 8 from the outdoor side of the base material 1. It is configured so that it can be done with simple construction.

なお、下地材1の通気胴縁8への取り付けは、下地材1の通気胴縁8への取り付ける際に接するリブ4の凹部の内部分内側からも行えるものであり、そのため該リブ4の内側底面は、リブラス2固定用の例えばステープルガンの銃口が容易に入り、しかもステープルを打ち付けられるように形成されるのが好ましい。 The base material 1 can be attached to the ventilation furring strip 8 from the inside of the concave portion of the rib 4 that comes into contact with the base material 1 when it is attached to the ventilation furring strip 8. Therefore, the inside of the rib 4 can be attached. It is preferable that the bottom surface is formed so that the muzzle of a staple gun for fixing the rib lath 2 can be easily inserted and the staples can be struck.

そして、木造住宅の構造躯体7室外側に取り付けた前記下地材1の外側には、既調合モルタル9が塗布されてモルタル塗り外壁施工の最終工程となる。
下地材1に外側から塗りつけられた既調合モルタル9は、該下地材1に貼着された裏打ち材3が受け止める形になり、前記下地材1のリブ4及び網目部5の外側部分に既調合モルタル9が塗布され、これによって強靱なラスモルタルが得られ、もって、たとえモルタル塗りが薄塗り施工であっても強度の高いモルタル外壁が形成される。
Then, the prepared mortar 9 is applied to the outside of the base material 1 attached to the outside of the structural frame 7 chamber of the wooden house, which is the final step of the mortar-coated outer wall construction.
The premixed mortar 9 applied to the base material 1 from the outside has a shape that is received by the backing material 3 attached to the base material 1, and is premixed on the rib 4 of the base material 1 and the outer portion of the mesh portion 5. The mortar 9 is applied, whereby a tough lath mortar is obtained, so that a high-strength mortar outer wall is formed even if the mortar coating is a thin coating.

なお、前記木造住宅の構造躯体においても前述のように室外側に透湿用などの透湿の防水シート6が貼り付けられており、前記下地材1に貼着された裏打ち材3と木造住宅の構造躯体7室外側に貼着された透湿の防水シート6との間にできた空間が、通気部として形成され、その機能を果たすことになる。 As described above, in the structural frame of the wooden house, a moisture-permeable waterproof sheet 6 for moisture permeability is attached to the outdoor side, and the backing material 3 and the wooden house attached to the base material 1 are attached. The space created between the structure and the moisture-permeable waterproof sheet 6 attached to the outside of the 7-chamber of the skeleton 7 is formed as a ventilation portion and fulfills its function.

また、前記通気部が形成された木造住宅のモルタル塗り外壁部の上端と下端には、それぞれ空気流入孔10が設けられる。
前記通気部が形成された木造住宅のモルタル塗り外壁部の上端と下端は開口されており、該開口部に各々通気端定木を取り付ければ、通気部の厚みを保持することができると共に、通気端定木には複数の貫通する空気流入孔10を設けることで、通気性も充分に確保することが出来る。
In addition, air inflow holes 10 are provided at the upper and lower ends of the mortar-coated outer wall portion of the wooden house in which the ventilation portion is formed.
The upper and lower ends of the mortar-coated outer wall of the wooden house on which the ventilation portion is formed are open, and if a ventilation end fixed wood is attached to each of the openings, the thickness of the ventilation portion can be maintained and ventilation can be maintained. Sufficient air permeability can be ensured by providing a plurality of penetrating air inflow holes 10 in the trimmed wood.

次に、下地材1を平面状に連続敷設する木造住宅のモルタル塗り外壁形成方法について説明する。
下地材1の敷設は、例えば、木造住宅の外壁面下端から敷設する。
下地材1の一枚目を敷設した後、二枚目の下地材1は、先に敷設した隣り合う下地材1のリブ4上に二枚目の下地材1のリブ4を上から重ね合わせて水平方向に敷設する。このように、本発明ではリブ4の数か所が重ね合わさるものとなり、隣り合う下地材1の確実なつなぎ合わせができる。本発明の特徴の1つでもある。
Next, a method of forming a mortar-coated outer wall of a wooden house in which the base material 1 is continuously laid in a plane will be described.
The base material 1 is laid, for example, from the lower end of the outer wall surface of the wooden house.
After laying the first sheet of the base material 1, the second base material 1 is horizontal by superimposing the rib 4 of the second base material 1 on the rib 4 of the adjacent base material 1 laid earlier. Lay in the direction. As described above, in the present invention, several ribs 4 are overlapped with each other, and the adjacent base materials 1 can be reliably joined together. It is also one of the features of the present invention.

次いで、三枚目の下地材1も同様に、二枚目の下地材1のリブ4上に三枚目の下地材1のリブ4上から重ね合わせて敷設する。これが繰り返えされて一段目が形成される。
次に、二段目形成の際には、例えば、下地材1を縦半分、すなわち、リブ4の長手方向長さの約半分となるよう切断し、該切断した通常の下地材1の半分の大きさの下地材1を二段目敷設の一枚目とする。
そして、二枚目以降は切断しない通常の大きさの下地材1を、一段目の場合と同様、先に敷設した隣り合う下地材1のリブ4の上に、隣り合う下地材1のリブ4を重ね合わせて敷設する。
Next, the third base material 1 is similarly laid on the rib 4 of the second base material 1 by superimposing it on the rib 4 of the third base material 1. This is repeated to form the first stage.
Next, at the time of forming the second stage, for example, the base material 1 is cut so as to be a vertical half, that is, about half the length of the rib 4 in the longitudinal direction, and half of the cut normal base material 1. The base material 1 of the size is used as the first piece of the second stage laying.
Then, as in the case of the first stage, the base material 1 having a normal size that is not cut from the second and subsequent sheets is placed on the ribs 4 of the adjacent base materials 1 laid earlier, and the ribs 4 of the adjacent base materials 1 are placed on the ribs 4. Are laid on top of each other.

上記の敷設によれば、一段目における下地材1のつなぎ目と二段目における下地材1のつなぎ目が一直線上にならない、つなぎ目が交互になった千鳥張りとなる。
一段目と二段目を千鳥張りではなく普通に敷設していった場合には、下地材1のつなぎ目は最大4枚分が重なることになる。
一方、前記のような千鳥張りに敷設をした場合には、下地材1のつなぎ目は最大で3枚分と枚数を減らすことができ、重ね部分の厚さを低減することができる。
According to the above laying, the joints of the base material 1 in the first stage and the joints of the base material 1 in the second stage are not aligned, and the joints are staggered.
If the first and second tiers are laid normally instead of staggered, the joints of the base material 1 will overlap up to four sheets.
On the other hand, when the base material 1 is laid in a staggered manner as described above, the number of joints of the base material 1 can be reduced to a maximum of three, and the thickness of the overlapped portion can be reduced.

しかも、本発明で使用する下地材1のリブ2の山高さは従来の山高さである5mm以下の3mmから4mmの範囲、好ましくは3mm程度であるので、3枚の重ね部分の厚みは3mmプラス重ね合わせたリブ4の板厚0.3mm及び3枚目は2枚目の網目部5上に重なるので板厚0.3mm程度がプラスされ、トータルで9.6mm程度の厚みになり、もってこの3枚重ねの個所にモルタルを塗ってもモルタル塗り厚の規定である10mmの下塗り厚及び5mmの上塗り厚のトータル15mmの塗り厚を充分にクリアできることとなる。 Moreover, since the mountain height of the rib 2 of the base material 1 used in the present invention is in the range of 3 mm to 4 mm, preferably about 3 mm, which is 5 mm or less, which is the conventional mountain height, the thickness of the three overlapping portions is increased by 3 mm. Since the plate thickness of the overlapped ribs 4 is 0.3 mm and the third plate overlaps the mesh portion 5 of the second plate, the plate thickness of about 0.3 mm is added, and the total thickness is about 9.6 mm. Even if the mortar is applied to the three layers, the total coating thickness of 15 mm, which is the regulation of the mortar coating thickness of 10 mm and the top coating thickness of 5 mm, can be sufficiently cleared.

しかも、本発明による下地材1のリブ4とリブ4との間隔は75mmの間隔としてあるため、網目部5におけるモルタル塗布時の強度も充分に保持できる。すなわち、既調合モルタル9を塗付けるときの鏝圧により内側にたわんでしまい、その内側にたわんだ分だけ通気部の通気スペースが狭くなってしまうとの不都合を起こさない。 Moreover, since the distance between the ribs 4 and the ribs 4 of the base material 1 according to the present invention is 75 mm, the strength of the mesh portion 5 when the mortar is applied can be sufficiently maintained. That is, there is no inconvenience that the premixed mortar 9 is bent inward due to the trowel pressure when it is applied, and the ventilation space of the ventilation portion is narrowed by the amount of bending inside.

従来の山高さである5mmの下地材を使用すると、3枚の重ね部分の厚みは約6mmから8mm以上となり、表面の凸凹をなくしてフラットな面にするためには、モルタル塗り厚は20mm以上の塗り厚にしなければならない。すると、薄いモルタル塗り厚を求めても、全体の外壁面で少なくとも20mm以上の塗り厚にしなくてはならず、施工スピードが遅くなると共に施工コストが高くなってしまう不都合がある。
しかしながら、本発明では充分に15mmの薄塗りにでき、クラックを生じさせることもない。
If a conventional base material with a mountain height of 5 mm is used, the thickness of the three overlapping parts will be about 6 mm to 8 mm or more, and in order to eliminate surface irregularities and make a flat surface, the mortar coating thickness is 20 mm or more. Must be thickened. Then, even if a thin mortar coating thickness is obtained, the coating thickness must be at least 20 mm or more on the entire outer wall surface, which has the disadvantage that the construction speed becomes slow and the construction cost increases.
However, in the present invention, a thin coating of 15 mm can be sufficiently formed, and cracks do not occur.

図4を参照すると、符号11は下地材1が2枚重ねとなっている部分である。符号12は下地材1が最も多く重なっている部分であり、3枚重ねとなっている。 Referring to FIG. 4, reference numeral 11 is a portion in which two base materials 1 are overlapped. Reference numeral 12 is a portion where the base material 1 overlaps most, and three sheets are overlapped.

前述したように、下地材1におけるリブ4の山高さを4mmより低い高さとし、具体的には4mm以下の3.6mmから2.6mmの範囲、好ましくは3mmの山高さにし、重ね部分の厚さを極力減らすことで、既調合モルタル9を該下地材1に塗布した際に、既調合モルタル9の塗りつけ厚さを低減できるものとなる。しかも重ね部分からのクラック防止を図ることもできる。 As described above, the height of the rib 4 in the base material 1 is set to be lower than 4 mm, specifically, the height is set to a range of 3.6 mm to 2.6 mm, which is 4 mm or less, preferably 3 mm, and the thickness of the overlapped portion is set. By reducing the amount as much as possible, when the prepared mortar 9 is applied to the base material 1, the coating thickness of the prepared mortar 9 can be reduced. Moreover, it is possible to prevent cracks from the overlapping portion.

さらに、余分な材料を使用するなど無駄をなくすことが出来、ひいてはモルタル壁面の軽量化も図ることができる。
また、前記の通り、下地材1の連続敷設は、特に2枚重ねの場合は、下地材1のリブ4を重ね合わせて行うため、該リブ4が敷設の目印となり、敷設に際して高度な技術は必要なく、容易に行えるとの効果も期待できる。
Furthermore, waste can be eliminated by using extra materials, and the weight of the mortar wall surface can be reduced.
Further, as described above, the continuous laying of the base material 1 is performed by superimposing the ribs 4 of the base material 1 in the case of stacking two sheets. It is not necessary and can be expected to have the effect of being easy to do.

1 下地材
2 リブラス
3 裏打ち材
4 リブ
5 網目部
6 防水シート
7 構造躯体
8 通気胴縁
9 既調合モルタル
10 空気流入孔
11 下地材2枚重ねの箇所
12 下地材3枚重ねの箇所
1 Base material 2 Riblas 3 Backing material 4 Ribs 5 Mesh 6 Waterproof sheet 7 Structural frame 8 Ventilation furring strip 9 Ready-mixed mortar 10 Air inflow hole 11 Base material 2 layers 12 Base material 3 layers

Claims (4)

既調合モルタルを塗布してモルタル外壁を形成する際に用いられる通気工法用モルタル薄塗用下地材であって、
該下地材は、リブラスと該リブラスのリブ山部先端に接着される裏打ち材とを有して構成され、
前記リブラスは、原板規格が溶融亜鉛メッキ鋼帯鋼板厚が0.3mmの原板をプレス加工し、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m 以上に構成され、
前記裏打ち材は、厚みが20μm及び30g/mの質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成され、前記裏打ち材の表面側が前記リブラスのリブ山部先端に接着され、前記リブ山部先端間は前記裏打ち材との間にリブ山高に略相当する厚みの空間を有して構成された、
ことを特徴とするモルタル薄塗仕上げ用下地材。
It is a base material for thin coating of mortar for ventilation method used when applying ready-mixed mortar to form the outer wall of mortar.
The base material is composed of a rib lath and a backing material adhered to the tip of the rib crest of the rib lath.
The rib lath is a hot-dip galvanized steel strip whose original plate standard is hot-dip galvanized steel strip and is pressed with a steel plate thickness of 0.3 mm. Consists of about 800 g / m 2 or more ,
The backing has a thickness of the mass of 20μm and 30 g / m 2, the surface back side is constituted by a polyester non-woven fabric formed on the smooth surface is rough, the surface side of the backing material to the rib crest tip of the Riburasu It is bonded and is configured to have a space having a thickness substantially corresponding to the height of the rib ridge between the tip of the rib ridge and the backing material.
A base material for thin mortar coating.
既調合モルタルを塗布してモルタル外壁を形成する際に用いられる通気工法用モルタル薄塗用下地材であって、
該下地材は、リブラスと該リブラスのリブ山部先端に接着される裏打ち材とを有して構成され、前記リブラスは、原板規格が溶融亜鉛メッキ鋼帯鋼板厚が0.3mmの原板をプレス加工し、リブ山高が3mm以上4mm未満、リブピッチが75mm、リブ間の網目数が4つ目、質量が約800g/m 以上に構成され、前記裏打ち材は、厚みが20μm及び30g/mの質量で、表面が粗面に裏面が滑面に形成されたポリエステル不織布で構成され、前記裏打ち材の表面側が前記リブラスのリブ山部先端に接着され、前記リブ山部先端間は前記裏打ち材との間にリブ山高に略相当する厚みの空間を有して構成された下地材を複数使用してなり、
前記下地材の敷設は、該下地材の一枚目を外壁面下端部から敷設し、二枚目以降の下地材の敷設は、隣り合う下地材の各々のリブとリブとを重ね合わせながら水平方向に連続敷設し、敷設された下地材上にはモルタルの下塗り厚を10mm、上塗り厚を5mmとし、全体の塗り厚を15mmの厚みにして塗布する、
ことを特徴とする住宅の外壁通気工法用軽量モルタル薄塗仕上げ工法。
It is a base material for thin coating of mortar for ventilation method used when applying ready-mixed mortar to form the outer wall of mortar.
Lower Chizai is configured to have a backing which is adhered to the rib crest tip of Riburasu and said Riburasu, the Riburasu is steel sheet thickness in the original sheet standard galvanized steel strip is a 0.3mm original plate Pressed, the rib height is 3 mm or more and less than 4 mm, the rib pitch is 75 mm, the number of meshes between the ribs is the fourth, and the mass is about 800 g / m 2 or more. It is composed of a polyester non-woven fabric having a rough surface and a smooth back surface having a mass of 2, the front surface side of the backing material is adhered to the tip of the rib ridge of the rib lath, and the space between the tip of the rib ridge is the lining. A plurality of base materials configured with a space having a thickness substantially equivalent to the height of the rib mountain between the material and the material are used.
In the laying of the base material, the first piece of the base material is laid from the lower end of the outer wall surface, and in the laying of the second and subsequent base materials, the ribs of the adjacent base materials are overlapped and horizontal. It is laid continuously in the direction, and the mortar is applied on the laid base material with a mortar undercoat thickness of 10 mm, a topcoat thickness of 5 mm, and an overall coating thickness of 15 mm.
A lightweight mortar thin coating method for the exterior wall ventilation method of houses, which is characterized by this.
前記下地材を上下に敷設する際の重ね合わせ部の厚みは、先に敷設された前記下地材の2枚の重ね合わせ部に、上方に敷設する下地材を重ね合わせ、全体で3枚の重ね合わせ部の厚みを10mm以内の厚みにして敷設する、
ことを特徴とする請求項2記載の住宅の外壁通気工法用軽量モルタル薄塗仕上げ工法。
The thickness of the overlapping portion when the base material is laid up and down is such that the base material to be laid above is overlapped with the two overlapping portions of the base material laid earlier, and a total of three layers are overlapped. Lay the mating part with a thickness of 10 mm or less.
The lightweight mortar thin coating finishing method for the outer wall ventilation method of the house according to claim 2.
住宅躯体の室外側に取り付けた下地材の外側から既調合モルタルの塗り厚を下塗り厚につき10mm、上塗り厚につき5mmの厚みにして塗り、モルタル塗り外壁内に通気部が形成されたモルタル塗り外壁部を形成し、
前記通気部が形成されたモルタル塗り外壁部の上下端面は開口しており、前記上下端面の開口部に通気端定木を取り付け、前記通気端定木を取り付けることにより前記通気部の厚みを保持する空気流入孔が設けられた、
ことを特徴とする請求項2または請求項3記載の住宅の外壁通気工法用軽量モルタル薄塗仕上げ工法。
From the outside of the base material attached to the outdoor side of the housing frame, the premixed mortar is applied to a thickness of 10 mm for the undercoat thickness and 5 mm for the topcoat thickness. Form and
The upper and lower end surfaces of the mortar-coated outer wall portion on which the ventilation portion is formed are open, and a ventilation end fixing tree is attached to the opening on the upper and lower end surfaces, and the thickness of the ventilation portion is maintained by attaching the ventilation end fixing tree. Air inflow hole is provided,
The lightweight mortar thin coating finishing method for the outer wall ventilation method of the house according to claim 2 or 3, wherein the method is characterized by the above.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4827419B1 (en) * 1968-04-19 1973-08-22
JPS49102529U (en) * 1972-12-21 1974-09-04
JPH0220626U (en) * 1988-07-19 1990-02-09
JP2005076347A (en) * 2003-09-02 2005-03-24 Yamanaka Seisakusho:Kk Wall structure
JP2006112041A (en) * 2004-10-12 2006-04-27 Fujikawa Kenzai Kogyo Kk Lath net and construction method for wall body using it
JP2010275731A (en) * 2009-05-27 2010-12-09 Nishiyama Tekko Seisakusho:Kk Lath net and lath net with waterproof sheet
JP2013185300A (en) * 2012-03-06 2013-09-19 Sakamoto Kenbisou Co Ltd Ventilation layer forming member for mortar external wall of building, method for forming the same, and method for forming ventilation layer of mortar external wall of building
JP2016029254A (en) * 2014-07-14 2016-03-03 富士川建材工業株式会社 Wall face structure, ventilation wall face body and construction method of these items

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4827419B1 (en) * 1968-04-19 1973-08-22
JPS49102529U (en) * 1972-12-21 1974-09-04
JPH0220626U (en) * 1988-07-19 1990-02-09
JP2005076347A (en) * 2003-09-02 2005-03-24 Yamanaka Seisakusho:Kk Wall structure
JP2006112041A (en) * 2004-10-12 2006-04-27 Fujikawa Kenzai Kogyo Kk Lath net and construction method for wall body using it
JP2010275731A (en) * 2009-05-27 2010-12-09 Nishiyama Tekko Seisakusho:Kk Lath net and lath net with waterproof sheet
JP2013185300A (en) * 2012-03-06 2013-09-19 Sakamoto Kenbisou Co Ltd Ventilation layer forming member for mortar external wall of building, method for forming the same, and method for forming ventilation layer of mortar external wall of building
JP2016029254A (en) * 2014-07-14 2016-03-03 富士川建材工業株式会社 Wall face structure, ventilation wall face body and construction method of these items

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