JPH0326270B2 - - Google Patents
Info
- Publication number
- JPH0326270B2 JPH0326270B2 JP58227874A JP22787483A JPH0326270B2 JP H0326270 B2 JPH0326270 B2 JP H0326270B2 JP 58227874 A JP58227874 A JP 58227874A JP 22787483 A JP22787483 A JP 22787483A JP H0326270 B2 JPH0326270 B2 JP H0326270B2
- Authority
- JP
- Japan
- Prior art keywords
- finishing
- base material
- cement mortar
- net
- adhesion layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 claims description 89
- 239000011083 cement mortar Substances 0.000 claims description 25
- 239000000758 substrate Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 239000002184 metal Substances 0.000 claims description 7
- 238000004078 waterproofing Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 30
- 238000010276 construction Methods 0.000 description 19
- 229920003002 synthetic resin Polymers 0.000 description 9
- 239000000057 synthetic resin Substances 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 239000002245 particle Substances 0.000 description 6
- 210000001503 joint Anatomy 0.000 description 5
- 239000004566 building material Substances 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- -1 hard board Substances 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000011147 inorganic material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- DQXBYHZEEUGOBF-UHFFFAOYSA-N but-3-enoic acid;ethene Chemical compound C=C.OC(=O)CC=C DQXBYHZEEUGOBF-UHFFFAOYSA-N 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- HNPDNOZNULJJDL-UHFFFAOYSA-N ethyl n-ethenylcarbamate Chemical compound CCOC(=O)NC=C HNPDNOZNULJJDL-UHFFFAOYSA-N 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 230000003631 expected effect Effects 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000000123 paper Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 230000009291 secondary effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Building Environments (AREA)
Description
【発明の詳細な説明】
本発明は、建物の外壁仕上げ工法に係り、更に
詳しくは板状の基板上にセメントモルタル付着層
を塗工して形成した建物用下地材に網状物を取着
し、この網状物の上面から外壁仕上げ材を一体的
に施工することを特徴とする外壁仕上げ工法に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a finishing method for the exterior wall of a building, and more specifically, the present invention relates to a finishing method for the exterior wall of a building, and more specifically, a net-like material is attached to a base material for a building formed by coating a cement mortar adhesive layer on a plate-shaped substrate. , relates to an exterior wall finishing method characterized in that an exterior wall finishing material is integrally applied from the upper surface of this net-like material.
木造建築物のモルタル施工における下地材とし
て、板状の基板上にあらかじめ防水層とセメント
モルタル付着層を形成した建築用モルタル下地材
が考案され、湿式工法における省力化部材として
多用されている。 A mortar base material for construction, in which a waterproof layer and a cement mortar adhesion layer are formed in advance on a plate-shaped substrate, has been devised as a base material for mortar construction of wooden buildings, and is widely used as a labor-saving component in wet construction methods.
この下地材はラス下地板、防水紙張り、ラス金
網張り、あるいは下塗り塗工を省略して中塗り、
上塗り塗工を施すのみで充分な下地材であり、施
工の省力化が得られるものである。 This base material can be used as a lath base board, waterproof paper lining, lath wire mesh lining, or an intermediate coating without the need for an undercoat.
It is a base material that only needs to be coated with a top coat, resulting in labor-saving construction.
又板状基板上に合成樹脂発泡粒子等を含むセメ
ントモルタル付着層を形成すれば、セメントモル
タル付着層の厚みを増すことが出来て軽量化、施
工性等の点に於いても優れた、ほぼ乾式に近い下
部材として用いられている。 Furthermore, if a cement mortar adhesion layer containing foamed synthetic resin particles is formed on a plate-shaped substrate, the thickness of the cement mortar adhesion layer can be increased, resulting in almost a It is used as a lower member similar to dry type.
しかしながら、この様な下地材に於いては、構
造材間に取付けられた後においても塗工した仕上
げモルタルの経時的乾燥収縮の為、その構造材を
支店とした反りが生じることとなり、下地材相互
の突合わせ接合部だけでなく、構造材に沿つて亀
裂が生じるという新たな問題が生じてきた。 However, in such base materials, even after they are installed between structural members, due to drying shrinkage of the applied finishing mortar over time, warping occurs with the structural materials as branches, and the base material A new problem has arisen in that cracks form not only at mutual butt joints, but also along the structural members.
更にまたセメントモルタル付着層と下地材との
付着境界面が生じる結果、この境界面に外部衝撃
力が集中し易く、所謂境界面での剥離現象が生ず
ることもあつた。 Furthermore, as a result of the formation of an adhesion interface between the cement mortar adhesion layer and the base material, external impact forces tend to concentrate on this interface, resulting in the so-called peeling phenomenon at the interface.
一方、上記剥離現象が生じないまでも仕上げ材
が直接下地材に塗工されているため外壁材として
のトータル的な強度が増すという利点がある反
面、構造材自体の経年的な乾湿等における寸法変
化を直接受けることとなり、外壁面でのクラツク
防止の効果は余り期待出来ないという弱的も生じ
ていた。またさらに従来工法に比べ、密閉構造に
なるため外部と壁内との間の水蒸気の流通がなく
なるので壁内に結露が生じ易く、その結果、土台
や下地材を腐巧させる場合が多いという問題点も
あつた。 On the other hand, even if the above-mentioned peeling phenomenon does not occur, the finishing material is applied directly to the base material, which has the advantage of increasing the overall strength of the exterior wall material. There was also a weak point that the effect of preventing cracks on the exterior wall surface could not be expected to be very effective because it was directly affected by the changes. Furthermore, compared to conventional construction methods, the closed structure eliminates the flow of water vapor between the outside and the inside of the wall, making it easier for dew to form inside the wall, which often leads to rotting of the foundation and base material. The points were also hot.
この様な下地材の問題点を解決するため、板状
基板自体を厚くしたり、構造材間に横張りする施
工法や構造材の間隔を小さくするなどの方法で反
りや撓みの発生を防止し、下地材のジヨイント部
分に帯状の網を張りつけたりして、ジヨイント部
分の亀裂を防止しようとしたりし、また下地材上
に塗工されるセメントモルタル等の外壁仕上げ材
についても乾燥収縮の少ないものを選別して使用
したりしていた。また結露に対する対策として
も、土台や、下地材の防腐処理を強化したり、壁
内の空気の流通を良くするために特殊な空気流入
流出口を設けたりしていた。 In order to solve these problems with base materials, warping and bending can be prevented by making the plate-like substrate itself thicker, by installing horizontally between structural members, and by reducing the spacing between structural members. However, attempts are made to prevent cracks at the joints by attaching a band-shaped net to the joints of the base material, and external wall finishing materials such as cement mortar coated on the base material also have low drying shrinkage. They sorted things out and used them. Measures to prevent condensation included strengthening the antiseptic treatment of foundations and base materials, and installing special air inflow and outflow ports to improve air circulation within the walls.
しかし、いずれにおいても施工手間や部材コス
トがかかるに対して期待する効果が得られなかつ
た。 However, in all cases, the expected effects were not obtained despite the high construction effort and component costs.
そこで本発明は、板状基板上に防水層とセメン
トモルタル付着層を形成した建築下地材の利点を
確保しつつ、下地材に網状物を取着してその上面
から仕上げ材を施工することにより上記問題点を
解決する外壁仕上げ方法を提供しようとするもの
である。 Therefore, the present invention secures the advantages of a construction base material in which a waterproof layer and a cement mortar adhesion layer are formed on a plate-shaped substrate, while attaching a net-like material to the base material and applying the finishing material from the top surface. The present invention aims to provide an exterior wall finishing method that solves the above problems.
以下、図面に基づき本発明の外壁仕上げ工法に
ついて詳細に説明する。 Hereinafter, the exterior wall finishing method of the present invention will be explained in detail based on the drawings.
第１図は、建物の基礎Ｂ上に立設された構造材
に張り施工し、シールされた建築用下地材１の表
面に、網状物２が取着された状態の斜視図であ
る。 FIG. 1 is a perspective view showing a state in which a mesh material 2 is attached to the surface of a construction base material 1 that is stretched and sealed on a structural member erected on a foundation B of a building.
建築用下地材１は、第２図で示す様に基状基板
１１の上面に防水層１２を介してセメントモルタ
ル付着層１３が形成されているものである。基状
基板１１は、通常２乃至15mm程度の合板、ハード
ボード、パーテイクルボード、フアイバーボード
等の木質基板や更にはプラスチツク板、無機質系
板材や金属板が用いられる。 As shown in FIG. 2, the building material 1 has a cement mortar adhesion layer 13 formed on the upper surface of a base substrate 11 with a waterproof layer 12 interposed therebetween. As the base substrate 11, a wooden substrate such as plywood, hard board, particle board, fiber board, etc., with a thickness of about 2 to 15 mm, a plastic board, an inorganic board material, or a metal board is usually used.
また防水層１２は通常の塗膜防水工法等に用い
られる樹脂、例えばアクリル系、エチレン酢ビ
系、水性ビニルウレタン等の合成樹脂系、又は、
スチレン・ブタジエン・ラバー、ブチルゴム等の
合成ゴム系、あるいはアスフアルト系等が用いら
れ、板状基板１１上面においてロールコータ等の
塗装装置により所望する厚さで塗工されている。 The waterproof layer 12 is made of a resin used in ordinary paint film waterproofing methods, such as a synthetic resin such as acrylic, ethylene vinyl acetate, or water-based vinyl urethane, or
Synthetic rubber such as styrene-butadiene rubber, butyl rubber, or asphalt is used, and is coated on the upper surface of the plate-shaped substrate 11 to a desired thickness using a coating device such as a roll coater.
尚、この防水層１２は単独で板状基板１１にセ
メントモルタル付着層１３を形成しているものも
ある。 Incidentally, this waterproof layer 12 may also form a cement mortar adhesion layer 13 on the plate-shaped substrate 11 alone.
セメントモルタル付着層１３はセメントと細砂
の無機質材、更にはこれら無機質とポリスチレン
やポリウレタン等からなる合成樹脂発泡粒子の混
合物である場合が多い。セメントモルタル付着層
１３が上記合成樹脂発泡粒子を含むことにより下
地材全体の重量が軽減され、且つ又断熱性能や切
断、釘打ち等の施工に於いても優れた建築様下地
材となつている。 The cement mortar adhesion layer 13 is often made of inorganic materials such as cement and fine sand, or a mixture of these inorganic materials and synthetic resin foam particles made of polystyrene, polyurethane, or the like. Since the cement mortar adhesion layer 13 contains the above-mentioned foamed synthetic resin particles, the weight of the entire base material is reduced, and it also becomes an architectural base material with excellent insulation performance and construction properties such as cutting and nailing. .
また、セメントモルタル付着層としては、断熱
性を高めるための無機骨材を充填したものや表面
にのみセメントモルタルに付着するように合成樹
脂粒を含有させて塗布した発泡合成樹脂層からな
るものもある。 In addition, the cement mortar adhesion layer may be filled with inorganic aggregate to improve heat insulation, or may be made of a foamed synthetic resin layer containing synthetic resin particles and coated only on the surface so that it adheres to the cement mortar. be.
第３図は、これら建築用下地材１に網状物２が
取着された状態を示す断面図概略図である。 FIG. 3 is a schematic cross-sectional view showing a state in which the net-like material 2 is attached to the base material 1 for construction.
網状物２は、所謂メタルラス、ワイヤラス、リ
ブラスなどの金網やポリプロピレン、ポリエチレ
ン、ビニロン等の合成樹脂成型体若しくは寒冷紗
等の可撓性に富む網状体である。 The mesh material 2 is a highly flexible mesh material such as a wire mesh such as so-called metal lath, wire lath, or librus, a synthetic resin molded product such as polypropylene, polyethylene, or vinylon, or cheesecloth.
この網状物２は建築用下地材が建築物の軸組に
張設され、接合部をシーリング処理した後、セメ
ントモルタル付着層１３の上面に概ね、おおうよ
うにステープルや又釘などの金物３を使用して機
械的に取着したものである。 In this net-like material 2, a construction base material is stretched over the frame of a building, and after the joints are sealed, metal objects 3 such as staples and nails are generally covered on the top surface of the cement mortar adhesion layer 13. It was attached mechanically using the
この実施例において、網状物２をステープル
３，３……を用いてセメントモルタル付着層１３
の表面に取着するには、ステープル３，３……を
打つ間隔は多い方が、強度的にも透湿性の面から
も好ましいが、５〜30cm間隔が最も好ましい。
尚、使用するステープルあるいはい又釘は、特に
限定はされないが、線径0.5〜1.5mmの細いもの
が、水もれが少なく透湿性も確保されるので好ま
しく、長さは少なくとも防水層１２に達する長さ
以上のものを使用する。 In this embodiment, the mesh 2 is attached to the cement mortar adhesion layer 13 using staples 3, 3...
In order to attach the staples 3, 3, etc. to the surface, it is preferable that the staples 3, 3, etc. be struck at a larger interval from the viewpoint of strength and moisture permeability, but an interval of 5 to 30 cm is most preferable.
The staples or nails to be used are not particularly limited, but it is preferable to use thin ones with a wire diameter of 0.5 to 1.5 mm because they reduce water leakage and ensure moisture permeability, and the length should be at least as long as the waterproof layer 12. Use one that is at least as long as you can reach.
その上に、施工する仕上げ材としては、普通ポ
ルトランドセメントと砂を１：３の比に混ぜ合わ
せたモルタルや、既調合のカラーモルタルなど
を、いずれの配合のモルタルも使用できる。 On top of that, as a finishing material to be applied, any combination of mortar can be used, such as mortar made by mixing ordinary Portland cement and sand in a ratio of 1:3, or pre-mixed colored mortar.
第４図は、断熱性を高めるため発泡合成樹脂粒
を含有する発泡合成樹脂層からなる付着層１３ａ
に上記と同様に網上物２を取着した状態を示した
断面概略図である。 FIG. 4 shows an adhesion layer 13a made of a foamed synthetic resin layer containing foamed synthetic resin particles to improve heat insulation.
FIG. 2 is a schematic cross-sectional view showing a state in which a mesh material 2 is attached in the same manner as above.
以上の様に構成される建築用下地材１とその上
面に取着された網状物２及び仕上げ材において、
軸組構造材、例えば間柱４，４間に張設して仕上
げ材を施工する方法について第１図及び第５図に
より説明する。 In the construction base material 1, the net-like material 2 attached to its upper surface, and the finishing material configured as described above,
A method of constructing a finishing material by stretching frame structural members, for example between studs 4, 4, will be explained with reference to FIGS. 1 and 5.
木造建築物の構造材として外壁部には、間柱
４，４……が立設される。 Studs 4, 4, . . . are erected on the outer wall as structural members of a wooden building.
この間柱４，４間に、第５図で示すように建築
用下地材１を張設する。 A construction base material 1 is stretched between the studs 4, 4 as shown in FIG.
この張設固定手段としては、建築用下地材１の
間柱当接面４１に釘等の金物を介して固定する。
次いでこの建築用下地材１の側端面に他の建築用
下地材１´の側端面（第５図では左側端面）を当
接させ、同様に間柱４に固定する。この建築用下
地材１と１´の当接部は、通常間柱４の外方面上
において突合わされる。又この突合わせいわゆる
ジヨイント部分Ｊは、防水のためシーリング材Ｓ
でシール処理する（第１図参照）。そしてその上
から網状物２をステープル、又釘等の金物３を介
して固定する。この場合網状物２は、下地材に仕
上げモルタルが付着するので、概ね下地材をおお
う程度に張れば良く、必ずしもジヨイント部分Ｊ
を重ね合わせる必要はない。ステープル３は、通
常、手導又は自動のタツカーを使用し、５〜30cm
間で網状物２を固定するように打ち込む。 As this tensioning and fixing means, it is fixed to the stud abutment surface 41 of the building base material 1 via metal objects such as nails.
Next, the side end surface (the left end surface in FIG. 5) of another building material 1' is brought into contact with the side end surface of this building material 1, and similarly fixed to the stud 4. The abutting portions of the architectural base materials 1 and 1' are usually butted on the outer surface of the stud 4. Also, this butt joint part J is covered with sealant S for waterproofing.
(See Figure 1). Then, the net-like material 2 is fixed from above using staples or metal objects 3 such as nails. In this case, since the finishing mortar will adhere to the base material, the mesh 2 should be stretched to the extent that it roughly covers the base material, and it does not necessarily have to be stretched to the extent that it covers the base material.
There is no need to overlap them. Staple 3 is usually 5 to 30 cm long using a manual or automatic tacker.
Drive the net-like material 2 in between so as to fix it.
この様に建築用下地材１，１´相互を間柱４，
４……間に張設固定し、而る後、建築用下地材
１，１´の表面にステープル３，３……により、
網状物２を概ねおおうように張設する。そしてそ
の後仕上げ材５を施工する。 In this way, the architectural base material 1, 1' is connected to the stud 4,
4...... After that, staples 3, 3... are attached to the surface of the architectural base materials 1, 1',
The mesh material 2 is stretched so as to roughly cover it. After that, finishing material 5 is applied.
仕上げ材５はこて塗り、若しくはスタツコ吹き
等各様な仕上げ手法が用いられる。この仕上げ材
５の施工において、上述した用に網状物２はセメ
ントモルタル付着層１３の表面凸部間に橋絡した
状態で取着されているので、仕上げ材５がその橋
絡状態の表面凹部１３O，１３ｐ……に回り込み、
所謂仕上げ材５はアンカー材としての網状物２を
介してセメントモルタル付着層１３に一体的に施
工される。仕上げ材５とセメントモルタル付着層
１３は、表面凹部１３ｏ，１３ｐ，……において
直接に接合することにもなるので、いわゆる二重
の接合構造を有することとなる。 Various finishing techniques such as troweling or stucco spraying are used for the finishing material 5. In the construction of this finishing material 5, since the net-like material 2 is attached in a bridging state between the surface convex portions of the cement mortar adhesion layer 13, the finishing material 5 is attached to the concave surface portions in the bridging state. 13 O , 13p...
The so-called finishing material 5 is integrally applied to the cement mortar adhesion layer 13 via the mesh material 2 as an anchor material. The finishing material 5 and the cement mortar adhesion layer 13 are also directly bonded to each other at the surface recesses 13o, 13p, . . . , so that they have a so-called double bonded structure.
本発明の外壁仕上げ工法によれば、網状物がセ
メントモルタル付着層と仕上げ材の間に介在する
ことにより衝撃材としての役割を果すとともに、
仕上げ材に対してアンカー材としての役割を果す
ので外部から衝撃力や構造自体の経年的変化にも
充分追従、更には対抗出来ることとなる。 According to the exterior wall finishing method of the present invention, the net-like material is interposed between the cement mortar adhesion layer and the finishing material, so that it plays the role of an impact material, and
Since it plays the role of an anchor material for the finishing material, it can sufficiently follow and even resist external impact forces and changes in the structure itself over time.
よつてセメントモルタル付着層と仕上げ材間の
剥離はもとより仕上げ材表面での亀裂発生も極め
て少ない。 Therefore, not only is there very little peeling between the cement mortar adhesion layer and the finishing material, but also very little cracking on the surface of the finishing material.
また、建築用下地材を横張りしたければならな
い必要性がなくなり、下地材施工の自由度が高く
なるとともに、構造材間の間隔も一般の設計値に
よつてのみ定めることもできる。さらにまた従来
生じているラス金網やステープルの錆等による仕
上げモルタル材の剥落もセメントモルタル付着層
と仕上げ材相互の付着強化により解消される。そ
してステープルが板状基板の全面にわたり、防水
層をつきぬけるように多数打込まれると、建築用
下地材の厚み方向に対して微細孔が設けられ、建
築用下地材の防水性を確保しつつ微細孔が透湿性
を向上させて、このタイプの建築用下地材特有の
結露による腐巧も少ない等副次的効果も大きい。 Further, there is no need to horizontally lay the base material for construction, and the degree of freedom in constructing the base material is increased, and the spacing between structural members can also be determined only based on general design values. Furthermore, the peeling off of finishing mortar material due to rust on lath wire mesh and staples, which conventionally occurs, is eliminated by strengthening the adhesion between the cement mortar adhesion layer and the finishing material. When a large number of staples are driven across the entire surface of the plate-shaped substrate, penetrating the waterproof layer, fine holes are created in the thickness direction of the architectural base material, ensuring the waterproofness of the architectural base material. The fine pores improve moisture permeability and have great secondary effects, such as less corrosion due to condensation, which is unique to this type of building material.
以上の様に本発明の施工方法によれば、建築用
下地材の施工が極めて安定且つ簡易化されるとと
もに、この施工方法による建築物の耐久性も一段
と向上することとなる。 As described above, according to the construction method of the present invention, the construction of a building base material is extremely stable and simplified, and the durability of the building by this construction method is further improved.
第１図は、本発明の仕上げ工法によつて構造材
に建築用下地材を取付け網状物を取着した状態を
示す概要図、第２図は、建物用下地材に網状物を
取着した状態の斜視図、第３図は、金物を介して
セメントモルタル付着層に網状物を取着した状態
の断面概略図、第４図は、他の実施例による網状
物の取着状態を示す断面概略図、第５図は、本発
明に係る施工方法を説明する断面図である。
１……建築用下地材、１１……板状基板、１２
……防水接着層、１３……セメントモルタル付着
層、１３ａ，１３ｂ……表面凸部、１３ｏ，１３
ｐ……表面凹部、２……網状物、２１……重代、
３……ステープル等金物、４，４……間柱、５…
…仕上げ材、Ｊ……ジヨイント部分、Ｓ……シー
ル材。
Figure 1 is a schematic diagram showing the state in which a building base material is attached to a structural material using the finishing method of the present invention, and a net-like material is attached to the building base material. A perspective view of the state, FIG. 3 is a schematic cross-sectional view of a state in which the mesh is attached to the cement mortar adhesion layer via metal fittings, and FIG. 4 is a cross-sectional view showing the state of attachment of the mesh according to another embodiment. The schematic diagram and FIG. 5 are cross-sectional views illustrating the construction method according to the present invention. 1... Architectural base material, 11... Plate-shaped substrate, 12
... Waterproof adhesive layer, 13 ... Cement mortar adhesion layer, 13a, 13b ... Surface convexity, 13o, 13
p...Surface recess, 2...Net-like material, 21...Tueyo,
3...Hardware such as staples, 4,4...Studs, 5...
...Finishing material, J...Joint part, S...Sealing material.
Claims (1)
層を形成した下地材を軸組に張設し、害下地材間
のジヨイント部分を防水シールした後、上記セメ
ントモルタル付着装置の上面に網状物を載せ、こ
の網状物上からステープル又は釘等の金物を前記
防水層を貫通するように打ち込んで取着し、次い
で該網状物の上面に仕上げ材を施工することを特
徴とする外壁仕上げ工法。1. After laying the base material on which a waterproof layer and cement mortar adhesion layer are formed on a plate-shaped substrate in a framework, and waterproofing the joint part between the damaged base materials, a net-like material is placed on the top surface of the cement mortar adhesion device. A method for finishing an exterior wall, the method comprising: attaching metal objects such as staples or nails to the net-like material by driving them through the waterproof layer, and then applying a finishing material to the top surface of the net-like material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22787483A JPS60119859A (en) | 1983-12-02 | 1983-12-02 | Outer wall finishing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22787483A JPS60119859A (en) | 1983-12-02 | 1983-12-02 | Outer wall finishing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60119859A JPS60119859A (en) | 1985-06-27 |
| JPH0326270B2 true JPH0326270B2 (en) | 1991-04-10 |
Family
ID=16867695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22787483A Granted JPS60119859A (en) | 1983-12-02 | 1983-12-02 | Outer wall finishing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60119859A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009139091A1 (en) | 2008-05-15 | 2009-11-19 | 三和化工株式会社 | Multishaft extruder |
| JP4534945B2 (en) * | 2005-10-12 | 2010-09-01 | 日立電線株式会社 | Method for treating crosslinked polyethylene |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6314951A (en) * | 1986-07-08 | 1988-01-22 | 田野瀬 博太郎 | Repairing of wall |
| JPS63101632U (en) * | 1986-12-20 | 1988-07-01 |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55138529A (en) * | 1979-04-17 | 1980-10-29 | Japan Styrene Paper Corp | Outside wall heat insulation structure |
-
1983
- 1983-12-02 JP JP22787483A patent/JPS60119859A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55138529A (en) * | 1979-04-17 | 1980-10-29 | Japan Styrene Paper Corp | Outside wall heat insulation structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4534945B2 (en) * | 2005-10-12 | 2010-09-01 | 日立電線株式会社 | Method for treating crosslinked polyethylene |
| WO2009139091A1 (en) | 2008-05-15 | 2009-11-19 | 三和化工株式会社 | Multishaft extruder |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60119859A (en) | 1985-06-27 |
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