JP2004308367A - Reinforcing construction method for mortar external wall and washer used in this method - Google Patents

Reinforcing construction method for mortar external wall and washer used in this method Download PDF

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Publication number
JP2004308367A
JP2004308367A JP2003106647A JP2003106647A JP2004308367A JP 2004308367 A JP2004308367 A JP 2004308367A JP 2003106647 A JP2003106647 A JP 2003106647A JP 2003106647 A JP2003106647 A JP 2003106647A JP 2004308367 A JP2004308367 A JP 2004308367A
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Japan
Prior art keywords
mortar
washer
hole
lath
wall
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Ceased
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JP2003106647A
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Japanese (ja)
Inventor
Katsuichi Kitazato
勝一 北里
Masashi Ishiguro
正志 石黒
Katsuhiro Kitazato
勝広 北里
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Individual
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Individual
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Priority to JP2003106647A priority Critical patent/JP2004308367A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method for eliminating a crack problem on an external wall of a building structure of a mortar wall face to perform safe and solid reinforcement and to provide a washer product used in this construction method. <P>SOLUTION: Holes 6 are formed at measure interval of 20 to 100 cm of an upper face on which mortar is applied for the mortar external wall constituted by stretching a lath board 3 on an upper face of a lath board 2 and applying mortar 5 on it. A washer 7 is fitted in each hole. A screw nail 9 is driven into the lath board through the washer. After a tip of the screw nail reaches the lath board, mortar is filled into each hole to prevent exposure of the washer for finish. Depth of the hole is 2 to 5 mm and its surface area is 3 to 30 cm<SP>2</SP>. The washer has many transparent holes 8 of 3 to 10 mm for a platelike body face made of metal or synthetic resin having wall thickness of 1 to 2mm and diameter of 2 to 5 cm. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明はモルタル外壁の補強工法及び該工法で使用する座金に関する。
【0002】
【従来の技術】
建築構造物の外壁としてモルタル塗装は多用されている。モルタルはセメントと砂を混ぜて水で練ったものであるが、亀裂が発生しやすく、その亀裂から雨水等が浸入し、化学変化を生じさせて壁面の劣化を生じさせるものとなる。
【0003】
【非特許文献】
「塗装工事と防水工事のみやま塗装」パンフレット
【0004】
【発明が解決しようとする課題】
本発明は上記モルタル塗装される建築構造物の外壁に於いて、上記亀裂問題を解消し且つ安全強固な補強が行われるようにする工法及び該工法で使用する座金を提供せんとするものである。
【0005】
【課題を解決するための手段】
本発明は、ラス板上面にラス板を張ってモルタル塗りを施したモルタル外壁に対し、モルタル塗り上面の凡そ20cm〜100cmの桝目間隔に凹穴を形成し、各凹穴に対し座金を嵌入させると共に、該座金を介しラス板に向かってネジ釘を打ち込み、ネジ釘先端をラス板に到達させたのち、各凹穴内にはモルタルを填入して座金が露出しないように仕上げ塗りを行うことを特徴とする。このさい、上記凹穴は深さ2mm〜5mm、表面積3cm〜30cmになされるのであり、又座金は肉厚凡そ1mm〜2mm、直径2cm〜5cmの金属製又は合成樹脂製の板状体表面に対し、凡そ3mm〜10mmの透孔を多数穿設したものとなすのであるが、とりわけ中央にネジ釘用として3mm〜10mmの透孔を穿設し、その周囲に2mm〜6mmの透孔を等間隔に一列或いは複数列の同心円状に穿設したものとなしたりする。
【0006】
【発明の実施の形態】
図面は本発明工法の実施説明図であって、図1Aは一部破断平面図、同BはAのX−X線部分拡大断面図である。
本図に於いて、1,1,・・・は建築物の構造材(支柱)、2,2,・・・は該構造物1,1,・・・間を横方向へ一定間隔に並設させるラス板であり、これらラス板上にはラス(金網)3をフエルト油紙4の介在下にタッカーを使用して、ラス板1に対して止着させるものとなす。
【0007】
而して、ラス3上面に対してモルタル5を塗ってモルタル壁面が形成されるようになすのであり、これまでの作業工程は従来のものと変わりがない。
ところで、本発明では上記モルタル5上面に対して凡そ20cm〜100cmの桝目間隔kに深さtを2mm〜5mm、表面積sを3cm〜30cm程度になした凹穴6を形成させるようになすのである。このさい、該凹穴6はモルタル塗りの下地段階では適宜型押し器具の使用で形成するが、既製壁面の補強工事ではグラインダーで研削形成させるのである。
【0008】
7は上記形成の凹穴6内へ嵌入させてなる座金であって、該座金7は図2に示す如く表面に多数の透孔8が穿設したものとなされるのであり、その大きさ寸法は凡そ肉厚寸法eを1mm〜2mm程度、直径は2cm〜5cm程度となしたステンレスなどの金属製、或いはポリカーボネートなどの合成樹脂板製である。而して、透孔8の径寸法は凡そ3mm〜10mmのものとされるのであり、該透孔の1つは次述するネジ釘をラス板に向かって打ち込むさいに使用するものであり、その他は該座金を含む凹穴上面を被覆するべく填入させる仕上げ用モルタルが下地のモルタルと一体的に連通接合させるものとなって座金やネジ釘の密着性を高める効果が発揮される。
【0009】
9はネジ釘であって上記凹穴6内へ嵌入させた座金7の透孔8の1つからラス板2に向かって打ち込み、その先端がラス板2へ到達して止着されるようになさしめる。即ち、本発明ではモルタル壁面の一定間隔(桝目間隔k)位置に凹穴6を穿設し、該凹穴内へ上記の如き特殊構成の座金7を嵌入させると共に該座金7を介してネジ釘9をラス板2に向かって打ち込むことにより、モルタル壁面を強固な挟圧保持状態が得られるようになすのであり、上記に於ける桝目間隔kはモルタル壁の肉厚寸法hによって適宜異ならしめるが、通常の2cm〜4cmの肉厚寸法範囲で本発明者の数多実験結果では、凡そ20cm〜100cmの範囲、好ましくは20cm〜60cmの間隔になされるのが良いことが解った。なお、ネジ釘9の長さ寸法は凡そ3cm〜5cmのものとなされるのであり、またネジ釘の打込み配列で上下方向の隣接間隔を1/2ピッチのズレを生じさせる雁行状態になしたりすることが好ましい。
【0010】
次に本発明では上記ネジ釘9の止着後に、凹穴6にモルタル生地10を填入させて座金7の上面を被覆し、各座金が外表面に露出されないようになすのであり、該作業は各凹穴に対して部分的に行われるものとなしても良いが、全体的な塗装仕上げの工程で行われるようになしても良い。図3Aは上記作業の行われた全体表面図、同図Bは同X−X線部分拡大断面図である。
【0011】
図4は本発明方法で使用する座金7の他の例を示すものであって、本実施例では座金7’の中心に対しネジ釘用のために凡そ3mm〜10mmの透孔8’を穿設したものとなし、その周囲に2mm〜6mmの透孔8”を等間隔に穿設したものである。図示例では透孔8’,8”を一列状に配列したものであるが、座金7”の径の大なるものでは更に同心或いは偏心状の多段に配列するようになすのであり、こさいは上下の各段の関係は千鳥配置となるようにすることが好ましい。
【0012】
近年はサイディングと称される洋式建築の壁面が多用されるものとなっているが、モルタル壁は和式瓦を使用した日本建築にマッチしたものとして根強い人気があるものの、地震などの震動に弱いと言う問題があるのであるが、本発明による補強工法で上記問題点を払拭させることができた。
【0013】
【発明の効果】
本発明は以上の通り構成するのであり、モルタル塗装壁面が特定間隔の範囲で下地材のラス板に対し、安定的な挟圧状態となして固着されるため、モルタル壁面が抱えている問題点即ち、経時的に必然的な発生が余儀なくされるヒビ割れやクラック及びその全体面への伝幡などを可及的に防止できるものとなり、且つ該部から侵入する雨水などによる劣化や剥脱落下などのトラブル問題を解消し、耐久性の飛躍的な向上が図れるものとなるのであり、且つ美観上も大変優れたものとなる。
【図面の簡単な説明】
【図1】本発明工法の実施説明図であって、1Aは一部破断平面図、同BはAのX−X線部分拡大断面図である。
【図2】本発明工法で使用する座金の斜視図である。
【図3】Aは本発明工法の実施された壁面図、BはAのX−X線部分拡大断面図である。
【図4】座金の他の例を示す斜視図である。
【符号の説明】
1 支柱
2 ラス板
3 ラス(金網)
4 フエルト(油紙)
5 モルタル
6 凹穴
7,7’ 座金
8、8’ 透孔
9 ネジ釘
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for reinforcing a mortar outer wall and a washer used in the method.
[0002]
[Prior art]
Mortar coating is frequently used as an outer wall of a building structure. The mortar is a mixture of cement and sand and kneaded with water. However, the mortar is apt to be cracked, and rainwater or the like penetrates from the crack, causing a chemical change to cause deterioration of the wall surface.
[0003]
[Non-patent literature]
"Painting and waterproofing works, Yamayama painting" brochure [0004]
[Problems to be solved by the invention]
An object of the present invention is to provide a construction method for solving the above-mentioned crack problem and performing safe and strong reinforcement on the outer wall of the building structure to be mortar-coated, and a washer used in the construction method. .
[0005]
[Means for Solving the Problems]
According to the present invention, concave holes are formed at grid intervals of approximately 20 cm to 100 cm on the mortar outer surface where the mortar is applied by stretching the lath plate on the upper surface of the lath plate, and a washer is fitted into each concave hole. At the same time, a screw nail is driven into the lath plate via the washer, and after the tip of the screw nail reaches the lath plate, mortar is filled in each concave hole and finish coating is performed so that the washer is not exposed. It is characterized. At this time, the concave hole has a depth of 2 mm to 5 mm and a surface area of 3 cm 2 to 30 cm 2 , and the washer has a thickness of about 1 mm to 2 mm and a diameter of 2 cm to 5 cm made of metal or synthetic resin. A large number of through-holes of about 3 mm to 10 mm are formed in the surface. A through-hole of 3 mm to 10 mm is provided in the center for screw nails, and a 2 mm to 6 mm through-hole is formed around the center. In a row or a plurality of rows of concentric circles at equal intervals.
[0006]
BEST MODE FOR CARRYING OUT THE INVENTION
1A is a partially cutaway plan view, and FIG. 1B is an enlarged cross-sectional view taken along line XX of A.
In this figure, 1, 1, ... are structural materials (posts) of a building, 2, 2, ... are arranged at regular intervals in the horizontal direction between the structures 1, 1, .... A lath (wire mesh) 3 is fastened to the lath plate 1 on these lath plates by using a tucker with a felt oil paper 4 interposed therebetween.
[0007]
Thus, the mortar 5 is applied to the upper surface of the lath 3 so that the mortar wall surface is formed, and the operation steps so far are the same as the conventional one.
Incidentally, in the present invention forms so as to form a concave hole 6 which forms a depth t in the meshes interval k of approximately 20cm~100cm respect to the mortar 5 top 2 mm to 5 mm, the surface area s of about 3cm 2 ~30cm 2 It is. At this time, the concave hole 6 is formed by using an appropriate embossing tool at the base stage of the mortar coating, but is formed by grinding with a grinder at the reinforcement work of the ready-made wall surface.
[0008]
Numeral 7 is a washer fitted into the concave hole 6 formed as described above. The washer 7 has a large number of through-holes 8 formed in the surface as shown in FIG. Is made of a metal such as stainless steel having a thickness e of about 1 to 2 mm and a diameter of about 2 to 5 cm, or a synthetic resin plate such as polycarbonate. Thus, the diameter of the through hole 8 is approximately 3 mm to 10 mm, and one of the through holes is used for driving a screw nail described below toward the lath plate. In other cases, the finishing mortar to be filled in so as to cover the upper surface of the concave hole including the washer is integrally connected to the mortar of the base, so that the effect of improving the adhesion of the washer and the screw nail is exhibited.
[0009]
Reference numeral 9 denotes a screw nail, which is driven toward the lath plate 2 from one of the through holes 8 of the washer 7 fitted into the concave hole 6 so that its tip reaches the lath plate 2 and is fixed thereto. I will do it. That is, in the present invention, the concave hole 6 is formed at a predetermined interval (mesh interval k) on the mortar wall surface, and the washer 7 having the special configuration as described above is fitted into the concave hole, and the screw nail 9 is inserted through the washer 7. Is driven toward the lath plate 2 so that a strong squeezing state can be obtained on the mortar wall surface. The mesh spacing k in the above is appropriately changed depending on the thickness h of the mortar wall. According to the results of a number of experiments conducted by the present inventor in the normal thickness range of 2 cm to 4 cm, it has been found that the interval should be approximately 20 cm to 100 cm, preferably 20 cm to 60 cm. Note that the length of the screw 9 is approximately 3 cm to 5 cm, and a vertical arrangement of the screw nails may cause a gap of 1/2 pitch between adjacent vertical intervals. Is preferred.
[0010]
Next, according to the present invention, after the screw 9 is fixed, the mortar material 10 is filled in the concave hole 6 to cover the upper surface of the washer 7 so that each washer is not exposed to the outer surface. May be performed partially on each concave hole, or may be performed on the entire painting finish process. FIG. 3A is an overall surface view in which the above operation has been performed, and FIG.
[0011]
FIG. 4 shows another example of the washer 7 used in the method of the present invention. In this embodiment, a through hole 8 'of about 3 mm to 10 mm is formed at the center of the washer 7' for screw nails. In this example, through holes 8 "of 2 mm to 6 mm are formed at equal intervals around the periphery. In the illustrated example, the through holes 8 'and 8" are arranged in a line. In the case of a large diameter of 7 ", it is further arranged in concentric or eccentric multiple stages, and it is preferable that the relationship between the upper and lower stages is staggered.
[0012]
In recent years, the walls of Western-style buildings called siding have been heavily used, but mortar walls are very popular because they match Japanese architecture using Japanese-style tiles, but they are vulnerable to earthquakes and other vibrations. However, the reinforcing method according to the present invention was able to eliminate the above problems.
[0013]
【The invention's effect】
The present invention is configured as described above, and the mortar coating wall surface is fixed to the lath plate of the base material in a stable clamping state within a specific interval, so that the mortar wall surface has a problem. That is, it is possible to prevent cracks and cracks, which are inevitably generated with time, and propagation to the entire surface, as much as possible. The problem of trouble is solved, and the durability can be dramatically improved, and the aesthetic appearance is also very excellent.
[Brief description of the drawings]
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory view of the method of the present invention, in which 1A is a partially broken plan view, and FIG.
FIG. 2 is a perspective view of a washer used in the method of the present invention.
FIG. 3A is a wall view on which the method of the present invention is implemented, and FIG. 3B is an enlarged cross-sectional view of A taken along line XX.
FIG. 4 is a perspective view showing another example of a washer.
[Explanation of symbols]
1 support 2 lath plate 3 lath (wire mesh)
4 felt (oil paper)
5 Mortar 6 Concave hole 7, 7 'Washer 8, 8' Through hole 9 Screw nail

Claims (4)

ラス板上面にラス板を張ってモルタル塗りを施したモルタル外壁に対し、モルタル塗り上面の凡そ20cm〜100cmの桝目間隔に凹穴を形成し、各凹穴に対し座金を嵌入させると共に、該座金を介しラス板に向かってネジ釘を打ち込み、ネジ釘先端をラス板に到達させたのち、各凹穴内にはモルタルを填入して座金が露出しないように仕上げ塗りを行うことを特徴とするモルタル外壁の補強工法。Concave holes are formed at intervals of about 20 cm to 100 cm on the mortar outer surface of the mortar outer wall where the lath plate is stretched on the upper surface of the lath plate and the mortar is applied. After driving the screw nail toward the lath plate through the lath plate and letting the screw nail tip reach the lath plate, mortar is inserted into each concave hole and finish coating is performed so that the washer is not exposed. Mortar outer wall reinforcement method. 凹穴は深さ2mm〜5mm、表面積3cm〜30cmになされることを特徴とする請求項1記載のモルタル外壁の補強工法。Recessed hole depth 2 mm to 5 mm, Retrofit for mortar exterior wall according to claim 1, characterized in that made in the surface area of 3cm 2 ~30cm 2. 座金は肉厚凡そ1mm、直径2cm〜5cmの金属製又は合成樹脂製の板状体面に対し、凡そ3mm〜10mmの透孔を多数穿設したものとなしてあることを特徴とする請求項1記載のモルタル外壁の補強工法。2. The washer is formed by forming a large number of through holes of about 3 mm to 10 mm in a metal or synthetic resin plate-like body having a thickness of about 1 mm and a diameter of 2 cm to 5 cm. The mortar outer wall reinforcement method described. 肉厚凡そ1mm〜2mm、直径2cm〜5cmの金属製又は合成樹脂製の板状体面に対し、中央に3mm〜10mmの透孔を穿設し、その周囲に2mm〜6mmの透孔を等間隔に一列或いは複数列の同心円状に配設したものとなしてあることを特徴とする請求項1〜3の何れか1つに記載のモルタル外壁の補強工法で使用する座金。A through hole of 3 mm to 10 mm is formed in the center of a metal or synthetic resin plate having a thickness of about 1 mm to 2 mm and a diameter of 2 cm to 5 cm, and a 2 mm to 6 mm through hole is equally spaced around the center. The washer for use in the method of reinforcing a mortar outer wall according to any one of claims 1 to 3, wherein the washer is arranged in one or more rows in a concentric manner.
JP2003106647A 2003-04-10 2003-04-10 Reinforcing construction method for mortar external wall and washer used in this method Ceased JP2004308367A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132707A (en) * 2011-12-02 2013-06-05 贵州中建建筑科研设计院有限公司 Repairing method and structure for building wall crack
JP2014055471A (en) * 2012-09-13 2014-03-27 Sumitomo Forestry Co Ltd Aseismatic reinforcement structure for mortar external wall
CN113216430A (en) * 2021-04-20 2021-08-06 中建四局第六建设有限公司 Double-turning-over net-covering construction method for repairing inorganic thermal insulation mortar external thermal insulation system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132707A (en) * 2011-12-02 2013-06-05 贵州中建建筑科研设计院有限公司 Repairing method and structure for building wall crack
JP2014055471A (en) * 2012-09-13 2014-03-27 Sumitomo Forestry Co Ltd Aseismatic reinforcement structure for mortar external wall
CN113216430A (en) * 2021-04-20 2021-08-06 中建四局第六建设有限公司 Double-turning-over net-covering construction method for repairing inorganic thermal insulation mortar external thermal insulation system

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