JPH04161558A - Construction for installing rigid wall material - Google Patents
Construction for installing rigid wall materialInfo
- Publication number
- JPH04161558A JPH04161558A JP28657590A JP28657590A JPH04161558A JP H04161558 A JPH04161558 A JP H04161558A JP 28657590 A JP28657590 A JP 28657590A JP 28657590 A JP28657590 A JP 28657590A JP H04161558 A JPH04161558 A JP H04161558A
- Authority
- JP
- Japan
- Prior art keywords
- wall material
- fixing
- hard wall
- base
- piece
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 title claims abstract description 122
- 238000010276 construction Methods 0.000 title description 15
- 230000000630 rising effect Effects 0.000 claims description 7
- 239000004568 cement Substances 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 238000005553 drilling Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 235000013399 edible fruits Nutrition 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004079 fireproofing Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- 239000002557 mineral fiber Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- -1 whiskers Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は雄、雌実部を略相決り状とした硬質壁材の取付
構造に関するものである。さらに詳しくは、硬質壁材を
直接、釘等の固定具で打設することなく固定する取付構
造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a mounting structure for a hard wall material in which the male and female portions are substantially opposite to each other. More specifically, the present invention relates to a mounting structure for directly fixing a hard wall material without using fixing tools such as nails.
一般に硬質壁材、特にセメントを主材とした窯業系の硬
質壁材は、長手方向の両側縁に相決り構造の雄、雌実部
を形成したものが数多く１市されている。そして、これ
ら硬質壁材は、躯体に固定する際に、通常ドリルによっ
て現場で取付孔を穿設し、釘を打設する方法が採られて
いる。また、■実開昭６２−１３１５３２号公報、■実
開平２−２３６３６号公報、■実開平２−３６５４０号
公報のように取付具を介して取り付けたり、■実開昭６
２−２７１４８号公報、■実開平２−８３９３９号公報
のように基板に固定片を形成してこれに取り付けていく
方法が開示されている。In general, many hard wall materials, especially ceramic hard wall materials mainly made of cement, have male and female parts formed on both sides in the longitudinal direction in a reciprocating structure. When these hard wall materials are fixed to a building frame, mounting holes are usually drilled at the site and nails are driven. In addition, as shown in Japanese Utility Model Application No. 62-131532, ■ Utility Model Application No. 2-23636, and ■ Utility Model Application No. 2-36540,
2-27148 and Japanese Utility Model Application Publication No. 2-83939 disclose a method of forming a fixing piece on a substrate and attaching it to the fixed piece.
（発明が解決しようとする課題〕
しかしながら、硬質壁材を直接に固定した場合には、ド
リルでの穿設時、釘による固定時にドリル、ハンマー等
で硬質壁材を破壊してしまうことが多々有り、施工上問
題であった。また、前記■〜■は上記欠点は排除された
ものの、■〜■では施工期間の増大、防水性の問題、防
、耐火性の問題等があり、■、■では下地である基板の
施工が難しく、作業者には熟練が要求され、また防水性
に問題があった。さらに、万が一硬質壁材が施工後に破
壊した場合の取り替えは非常に難しいものであった。(Problem to be solved by the invention) However, when hard wall materials are directly fixed, the hard wall materials are often destroyed by drills, hammers, etc. when drilling with a drill or fixing with nails. Yes, it was a construction problem.Also, although the above-mentioned drawbacks of ■~■ were eliminated, ■~■ had problems such as increased construction period, waterproofing, fireproofing, etc. In the case of ■, it was difficult to install the underlying substrate, requiring skill from the workers, and there were problems with waterproofing.Furthermore, if the hard wall material were to break after construction, it would be extremely difficult to replace it. Ta.
（課題を解決するための手段〕
本発明はこのような欠点を除去するため、長手方向の側
縁に嵌合溝、係止溝を形成し、係止溝の上縁となる係合
片は間隔を有して形成された断続状の係合片とし、嵌合
溝より外側には固定片を形成した下地兼固定材を躯体に
固定し、この下地兼固定材の嵌合溝、係止溝に、両側縁
を相決り状とし、雌実部に係合溝を形成した硬質壁材を
挿入固定することにより取り付けていくことにより、万
が−の浅水に対しても切り欠きにより外部に雨水等を流
下させることにより防水性を強化し、硬質壁材をドリル
、ハンマー等で破壊させる失敗もなく、目地調整を不要
とし、高能率の施工とし、防火性の向上も図った硬質壁
材の取付構造を提供するものである。(Means for Solving the Problems) In order to eliminate such drawbacks, the present invention forms a fitting groove and a locking groove on the side edges in the longitudinal direction, and the engaging piece serving as the upper edge of the locking groove is A base-cum-fixing material is fixed to the frame, with intermittent engagement pieces formed at intervals and fixing pieces formed outside the fitting groove, and the mating grooves and locking material of this base-cum-fixing material are fixed to the frame. By inserting and fixing a hard wall material with opposing edges on both sides and an engaging groove on the female part into the groove, the notch allows for external protection even in the unlikely event of shallow water. A hard wall material that strengthens its waterproof properties by allowing rainwater to flow down, eliminates the failure of damaging hard wall materials with drills, hammers, etc., eliminates the need for joint adjustment, allows for highly efficient construction, and improves fire resistance. This provides a mounting structure.
［実施例〕
以下に図面を用いて、本発明に係る硬質壁材の取付構造
の一実施例について詳細に説明する。第１図は上記取付
構造を説明する説明図で、第２図（ａ）、（ｂ）はこれ
に用いられる硬質壁材Ａと下地兼固定材Ｂを示すもので
ある。硬質壁材Ａはセメント板、炭酸カルシウム板、珪
酸カルシウム板、セラミック板、木片セメント板、炭酸
マグネシウム板等、あるいはこれらにガラス繊維、ウィ
スカー、アラミド繊維、スチール繊維、炭酸繊維、各種
鉱物繊維、各種骨材等を混入したものを押出成形、プレ
ス成形、射出成形、抄造法等によって成形したもの、あ
るいは各種繊維をクロス状、三次元状に織り、これにセ
メント、粘土等を含浸してパネル状に成形したものを蒸
気養生、焼成したもの、もしくは金属薄板と合成樹脂発
泡体を積層したサンドインチパネル等からなるものであ
る。さらに説明すると、硬質壁材Ａは第２図（ａ）に示
すように両側縁に相決り状の雄実部１と雌実部２を有し
、かつ、雌実部２の切り欠き角部に係合溝３を形成した
ものである。下地兼固定材Ｂは主にカラー鋼板、アルミ
・亜鉛メツキ鋼板、アルミニウム板、チタン板、ステン
レス板、銅板、フッ素樹脂被覆鋼板、クラツド鋼板、ラ
ミネート［板、制振鋼板等の金属薄板をロール成形、プ
レス成形したもの、あるいはアルミニウム合金等を押出
成形して形成したものである。その形状は、例えば第２
図（ｂ）に示すように載置部４と、固定片６、立ち上が
り片７、押圧片８、嵌合溝９を有する雄型連結部５と、
溝条１１、立ち上がり片１２、係合片１３、係止溝１４
を有する雌型連結部１０とからなるものであり、雌型連
結部１０を下方とし、固定片６上に重合しながら順次躯
体α上に配設し、硬質壁材への取付下地、防水下地、防
火下地等として機能するものである。[Example] An example of the mounting structure for a hard wall material according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is an explanatory diagram illustrating the above-mentioned mounting structure, and FIGS. 2(a) and 2(b) show a hard wall material A and a base/fixing material B used therein. Hard wall materials A include cement boards, calcium carbonate boards, calcium silicate boards, ceramic boards, wood chip cement boards, magnesium carbonate boards, etc., or these include glass fibers, whiskers, aramid fibers, steel fibers, carbonate fibers, various mineral fibers, and various other materials. Products mixed with aggregate etc. are molded by extrusion molding, press molding, injection molding, paper making methods, etc., or various fibers are woven in a cross or three-dimensional shape and then impregnated with cement, clay, etc. to form panels. It is formed by steam curing and firing after molding, or it is made of sand inch panels made by laminating thin metal sheets and synthetic resin foam. To explain further, as shown in FIG. 2(a), the hard wall material A has a male fruit part 1 and a female fruit part 2 which are opposite each other on both side edges, and a notch corner of the female fruit part 2. An engagement groove 3 is formed in the. Base and fixing material B is mainly roll-formed thin metal sheets such as colored steel sheets, aluminum/galvanized steel sheets, aluminum sheets, titanium sheets, stainless steel sheets, copper sheets, fluororesin-coated steel sheets, clad steel sheets, laminate sheets, and damping steel sheets. , press molding, or extrusion molding of an aluminum alloy or the like. Its shape is, for example, the second
As shown in Figure (b), a mounting part 4, a male connecting part 5 having a fixing piece 6, a rising piece 7, a pressing piece 8, and a fitting groove 9;
Grooves 11, rising pieces 12, engaging pieces 13, locking grooves 14
It consists of a female type connecting part 10 having a lower part, and is sequentially arranged on the frame α while superimposing on the fixing piece 6, and is used as a base for mounting on hard wall materials and a waterproof base. , functions as a fireproof base, etc.
さらに説明を加えると、押圧片８は硬質壁材Ａの端部１
ａを押圧固定する部分であり、嵌合溝９は端部１ａを挿
入し、硬質壁材への下縁３ａの長さより深い間隙９ａに
より、硬質壁材Ａを施工後でも取り替え（取りはずし）
が可能にしたものである。また係合片１３は所定ピッチ
で断続状に形成されるように切り欠き１３ａを形成した
ものであり、この切り欠き１３ａにより、万が一外部か
ら硬質壁材Ａ内に雨水等が浸入しても、この切り欠き１
３ａにより雨水が下段の下地兼固定材Ｂの押圧片８上を
流れて外部に流下させられるものである。To explain further, the pressing piece 8 is the end 1 of the hard wall material A.
The fitting groove 9 is a part where the end 1a is inserted and the gap 9a is deeper than the length of the lower edge 3a to the hard wall material, so that the hard wall material A can be replaced (removed) even after construction.
was made possible. In addition, the engagement piece 13 has cutouts 13a formed intermittently at a predetermined pitch, and the cutouts 13a prevent rainwater from entering the hard wall material A from the outside. This notch 1
3a allows rainwater to flow over the pressing pieces 8 of the base/fixing material B in the lower stage and to the outside.
ここで、硬質壁材Ａと下地兼固定材Ｂの寸法関係につい
て説明する。第１図、第２図（ａ）、（ｂ）に示すよう
に、硬質壁材Ａにおいて、働き幅をＩ！、１、端部１ａ
から下縁３ａ先端までの幅を！２、係合溝３の深さを１
３、下縁３ａの先端から雌実部２端までの長さをＩ！、
４、端部１ａの高さをｈＩ、下地兼固定材Ｂにおいて、
嵌合溝９の最奥から係止溝１４の最奥までの幅を！５、
係止溝１４の深さをｌｌｌ、嵌合溝９の深さを！！、７
、第１図において端部１ａと立ち上がり片７間の幅を１
！、８、目地幅を！９、嵌合溝９の開口高さをｈ２とす
ると１！、＋ ＝ １００〜９００ｍｍ位、Ｉ！、２−
１５１ｓ 、ｊ２３＃Ａｓ 、ｌ＜ ＞ｊ２７、ｊ２ｓ
＞ｌｚ ＋４２３．４２ｓ ＜１７、Ｉ！、ｒ ’＝Ｉ
２ｓ ＋５〜１５ｍｍ、、ｊｌｈ ＞１２ｓ 、Ａｓ
＞１３、ｉｓ ＞１！、３、ｈ＋＜ ｈ ２の関係であ
る。このような寸法関係に形成した硬質壁材Ａ、下地兼
固定材Ｂを使用すると、下地兼固定材Ｂを躯体αに全面
配設した後に硬質壁材Ａを配設することができ、かつ、
施工後、硬質壁材Ａが破損してもその破損した１枚だけ
を取りはずして取り替えることが可能となるものである
。Here, the dimensional relationship between the hard wall material A and the base/fixing material B will be explained. As shown in Figures 1, 2 (a) and (b), in hard wall material A, the working width is I! , 1, end 1a
Width from to the tip of the lower edge 3a! 2. The depth of the engagement groove 3 is 1
3. The length from the tip of the lower edge 3a to the end of the female part 2 is I! ,
4. The height of the end 1a is hI, and the base and fixing material B is
The width from the innermost part of the fitting groove 9 to the innermost part of the locking groove 14! 5,
The depth of the locking groove 14 is lll, and the depth of the fitting groove 9 is! ! ,7
In FIG. 1, the width between the end 1a and the rising piece 7 is 1
! , 8. Check the joint width! 9. If the opening height of the fitting groove 9 is h2, it is 1! , + = around 100-900mm, I! , 2-
151s, j23#As, l<>j27, j2s
>lz +423.42s <17, I! , r'=I
2s +5~15mm,, jlh >12s, As
>13, is >1! , 3. The relationship is h+<h2. By using the hard wall material A and the base/fixing material B formed in such a dimensional relationship, the hard wall material A can be placed after the base/fixing material B is placed on the entire structure α, and,
Even if the hard wall material A is damaged after construction, it is possible to remove and replace only one damaged wall material.
次に施工例を通して本発明に係る硬質壁材の取付構造に
ついて説明する。いま第２図（ａ）、（ｂ）に示す硬質
壁材Ａ、下地兼固定材Ｂを用い、第１図に示すように配
設すると仮定する。そこで、主柱、間柱等からなる躯体
α（木造下地、鉄骨下地）上に下地兼固定材Ｂを、その
雌型連結部１０を雄型連結部５の固定片６上に載置する
ようにして土台から桁まで順次釘等の固定具βを介して
横張り状に固定する。下地兼固定材Ｂの施工が完了した
ら、硬質壁材Ａを、端部１ａを嵌合溝９に挿入し、下端
の下縁３ａを係止溝１４に落とし込んで端部１ａが押圧
片８により係止された状態に施工する。このような工程
を下地兼固定材Ｂの第１段目から第ｎ段目まで順次行う
ことにより、壁体を形成するものである。このような取
付構造では硬質壁材Ａの雄実部１、雌実部２が下地兼固
定材Ｂの押圧片８、係合片１３により固定されているた
め、硬質壁材Ａへの釘打設等がなく、施工時の硬質壁材
Ａの破損を阻止することができる。また、硬質壁材Ａは
躯体αに釘等で直接固定されていないため、地震等によ
り躯体αに変形荷重が加わっても、追従することができ
る。Next, the mounting structure of the hard wall material according to the present invention will be explained through construction examples. It is now assumed that the hard wall material A and the base/fixing material B shown in FIGS. 2(a) and 2(b) are used and are arranged as shown in FIG. 1. Therefore, the base/fixing material B is placed on the frame α (wooden base, steel frame base) consisting of main pillars, studs, etc., and its female connecting portion 10 is placed on the fixing piece 6 of the male connecting portion 5. Then, from the foundation to the girder, fix it horizontally using fixing devices β such as nails. When the construction of the base and fixing material B is completed, the end 1a of the hard wall material A is inserted into the fitting groove 9, the lower edge 3a of the lower end is dropped into the locking groove 14, and the end 1a is pressed by the pressing piece 8. Constructed in a locked state. By sequentially performing such steps from the first stage to the nth stage of the base/fixing material B, the wall body is formed. In such a mounting structure, since the male part 1 and the female part 2 of the hard wall material A are fixed by the pressing piece 8 and the engagement piece 13 of the base and fixing material B, it is difficult to drive nails into the hard wall material A. There is no need for any equipment, etc., and damage to the hard wall material A during construction can be prevented. Moreover, since the hard wall material A is not directly fixed to the frame body α with nails or the like, it can follow even if a deformation load is applied to the frame body α due to an earthquake or the like.
以上説明したのは本発明に係る硬質壁材の取付構造の一
実施例にすぎず、第３図（ａ）〜（１）、第４図（ａ）
〜（ｕ）に示すような硬質壁材Ａ、下地兼固定材Ｂを用
いることもできる。すなわち第３図（ａ）〜（１）は硬
質壁材Ａの例であり、（ａ）〜（ｉ）は化粧面の形状を
各々変形した硬質壁材Ａ、（ｊ）図は残り２辺も相決り
構造とした硬質壁材Ａ、（ｋ）、（１）図は表面材ＡＩ
、裏面材Ａ２間に合成樹脂発泡体等よりなる芯材Ａ３を
形成したサンドインチ構造の硬質壁材Ａである。What has been described above is only one embodiment of the mounting structure for hard wall materials according to the present invention, and FIGS. 3(a) to (1) and FIG. 4(a)
A hard wall material A and a base/fixing material B as shown in (u) can also be used. That is, Fig. 3 (a) to (1) are examples of hard wall material A, (a) to (i) are hard wall material A with modified shapes of decorative surfaces, and (j) is the remaining two sides. Hard wall material A, (k), (1) with mutually interlocking structure, shows surface material AI
This is a hard wall material A having a sand inch structure in which a core material A3 made of synthetic resin foam or the like is formed between a back material A2.
なお、中空孔ａを形成しない硬質壁材Ａとすることもで
きる。さらに第４図（ａ）〜（ｕ）において、（ａ）〜
（ｄ）図は載置部４を各々変形した下地兼固定材Ｂ、（
ｅ）図は雄型連結部５を変形した下地兼固定材Ｂ、げ）
、（８）図は雄型連結部５に係合片１３を形成した下地
兼固定材Ｂ、（ｈ）、（ｉ）図は切り欠き１３ａを各々
変形した下地兼固定材Ｂ、（ｊ）図は嵌合溝９の最奥に
防水材、防火材、密封材（気密材）、ガタ付き防止材等
として機能する柔軟性を有するバッキング材１５を形成
した下地兼固定材Ｂ、（ｋ）、（７１図は合成樹脂発泡
体、あるいは石膏ボード等の無機材等よりなる芯材Ｂ＋
、シート状の裏面材Ｂ２を形成した下地兼固定材Ｂ、（
ロ））図は壁体の最下端でも雨水等の排出ができるよう
にした下地兼固定材Ｂ、（ｎ）図は押出成形により形成
した下地兼固定材Ｂ、（０）図は固定片６を除去した下
地兼固定材Ｂ、（ロ）図は係合片１３の代わりに（ｑ）
図に示すような係合片１６を用いて硬質壁材Ａを固定す
る下地兼固定材Ｂ、（ｒ）〜（ｕ）図は雄、雌型連結部
５．１０に嵌合構造を形成した下地兼固定材Ｂである。Note that it is also possible to use a hard wall material A that does not form the hollow holes a. Furthermore, in FIGS. 4(a) to (u), (a) to
(d) The figure shows base and fixing material B, (
e) The figure shows the base and fixing material B, which is a modified version of the male connecting part 5.
, (8) The figure shows the base/fixing material B with the engaging piece 13 formed on the male connecting part 5, (h), (i) the figure shows the base/fixing material B with the notch 13a modified, and (j) The figure shows a base/fixing material B, (k) in which a flexible backing material 15 is formed at the innermost part of the fitting groove 9 to function as a waterproofing material, fireproofing material, sealing material (airtight material), rattling prevention material, etc. , (Figure 71 shows core material B+ made of synthetic resin foam or inorganic material such as gypsum board.
, base and fixing material B forming sheet-like backing material B2, (
(b)) The figure shows base/fixing material B that allows rainwater to drain even at the lowest end of the wall, (n) figure shows base/fixing material B formed by extrusion molding, and (0) figure shows fixing piece 6. Base and fixing material B with removed, (b) Figure shows (q) in place of engaging piece 13.
A base/fixing material B fixing the hard wall material A using an engaging piece 16 as shown in the figure, (r) to (u) the figure shows a mating structure formed in the male and female connecting parts 5.10. This is base and fixing material B.
上述したように本発明に係る硬質壁材の取付構造によれ
ば、■硬質壁材に直接、釘の打設、取付孔の穿設を行う
必要がないため、施工時における硬質壁材の破損を防止
することができる。■下地兼固定材が躯体上を被覆して
いるため、防水性、密封性がよい壁体となる。■硬質壁
材は下地兼固定材による保合、押圧での固定のため、地
震等による躯体の変形に追従し、破損、剥落を阻止する
ことができる。■硬質壁材の配設位置は下地兼固定材に
よって決まるため、硬質壁材装着時の目地調整を行う必
要がなく、能率よく施工することができる。■硬質壁材
と下地兼固定材の寸法関係により、下地兼固定材を躯体
上に全面に配設した後硬質壁材を装着することができ、
施工の高率化をより図ることができると共に、施工後、
外部からの衝撃により硬質壁材が破損した場合、容易に
交換することができる。■硬質壁材を施工する下地兼固
定材は、下地兼固定材の施工により取付下地の寸法が変
化するものでなく、下地兼固定材１枚に対して硬質壁材
が対となっているため、下地兼固定材の施工誤差により
くろうのは目地幅だけであり、取付強度、施工性を向上
した構造となる。As described above, according to the hard wall material mounting structure according to the present invention, there is no need to directly drive nails or drill mounting holes into the hard wall material, thereby preventing damage to the hard wall material during construction. can be prevented. ■Since the base and fixing material covers the frame, the wall has good waterproof and sealing properties. ■Hard wall materials are held in place by a base and fixing material and fixed by pressure, so they can follow the deformation of the building structure due to earthquakes, etc., and prevent damage and peeling. ■Since the installation position of the hard wall material is determined by the base and fixing material, there is no need to adjust the joints when installing the hard wall material, allowing for efficient construction. ■Due to the dimensional relationship between the hard wall material and the base/fixing material, it is possible to install the hard wall material after placing the base/fixing material over the entire surface of the structure.
It is possible to achieve higher construction efficiency, and after construction,
If the hard wall material is damaged due to external impact, it can be easily replaced. ■The base/fixing material used to install hard wall materials does not change the dimensions of the mounting base due to installation of the base/fixing material, and the hard wall material is paired with one base/fixing material. Due to construction errors in the base and fixing material, only the joint width is left blank, resulting in a structure with improved installation strength and workability.
■下地兼固定材の係合片に、切り欠きを形成したため、
万が−の漏水に対しても、その雨水が切り欠きを通って
下段の下地兼固定材の押圧片より外部に排出させること
ができる。等の特徴、効果がある。■Since a notch is formed in the engagement piece of the base and fixing material,
Even in the unlikely event of water leakage, the rainwater can be discharged to the outside through the notch and from the pressing piece of the base and fixing material of the lower tier. It has the following characteristics and effects.
第１図は本発明に係る硬質壁材の取付構造の代表的−例
を示す説明図、第２図（ａ）、（ｂ）は第１図において
用いられた硬質壁材と下地兼固定材を示す斜視図、第３
図（ａ）〜（ｉ）は硬質壁材のその他の例を示す説明図
、第４図（ａ）〜（ｕ）は下地兼固定材のその他の例を
示す説明図である。
Ａ・・・硬質壁材、Ｂ・・・下地兼固定材、３・・・係
合溝、８・・・押圧片、９・・・嵌合溝、１３・・・係
合片、１３ａ・・・切り欠き、１４・・・係止溝。Fig. 1 is an explanatory diagram showing a typical example of the mounting structure of the hard wall material according to the present invention, and Figs. 2 (a) and (b) show the hard wall material and base/fixing material used in Fig. 1. Perspective view showing 3rd
Figures (a) to (i) are explanatory diagrams showing other examples of hard wall materials, and Figures 4 (a) to (u) are explanatory diagrams showing other examples of base and fixing materials. A... Hard wall material, B... Base and fixing material, 3... Engagement groove, 8... Pressing piece, 9... Fitting groove, 13... Engagement piece, 13a. ...notch, 14...locking groove.
Claims (1)
成すると共に、雌実部の切り欠き角部に係合溝を形成し
た硬質壁材と、略水平面状の載置部と、該載置部の一端
縁には外方に突出した固定片と、該固定片の載置部側端
縁を上方に突出した立ち上がり片と、該立ち上がり片の
先端を載置部側に突出した押圧片とから断面コ字状に形
成した嵌合溝とからなる雄型連結部を、他端縁には上方
に突出した立ち上がり片と、該立ち上がり片の先端を載
置部方向に間隔を有して突出した係合片とから断面コ字
状に形成した係止溝とからなる雌型連結部を有する下地
兼固定材とを備え、躯体上に下地兼固定材の雌型連結部
が下になるようにして下地兼固定材が下端より横張り状
に固定具を介して上端まで配設され、前記硬質壁材は、
下地材兼固定材の押圧片により硬質壁材の雄実部が支持
され、係合片には硬質壁材の係合溝が挿入されているこ
とを特徴とする硬質壁材の取付構造。(1) A hard wall material in which longitudinal side edges are formed into male and female portions that are substantially opposite to each other, and an engagement groove is formed in the notch corner of the female portion, and the hard wall material is placed on a substantially horizontal surface. , a fixed piece protruding outward from one end edge of the placing part, a rising piece projecting upward from an edge of the fixed piece on the placing part side, and a tip of the rising piece extending toward the placing part. A male connecting portion consisting of a pressing piece protruding from the top and a fitting groove formed in a U-shaped cross section is provided at the other end, and a rising piece protruding upwardly at the other end, and the tip of the rising piece is directed toward the mounting section. A base-cum-fixing member is provided with a female-type connecting portion consisting of engagement pieces protruding at intervals and a locking groove formed in a U-shaped cross section. The base and fixing material is placed horizontally from the lower end to the upper end via the fixing device so that the hard wall material is
A mounting structure for a hard wall material, characterized in that a male part of the hard wall material is supported by a pressing piece of the base material and fixing material, and an engagement groove of the hard wall material is inserted into the engagement piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28657590A JP2886661B2 (en) | 1990-10-23 | 1990-10-23 | Hard wall mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28657590A JP2886661B2 (en) | 1990-10-23 | 1990-10-23 | Hard wall mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04161558A true JPH04161558A (en) | 1992-06-04 |
| JP2886661B2 JP2886661B2 (en) | 1999-04-26 |
Family
ID=17706195
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28657590A Expired - Fee Related JP2886661B2 (en) | 1990-10-23 | 1990-10-23 | Hard wall mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2886661B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000274043A (en) * | 1999-03-25 | 2000-10-03 | Ig Tech Res Inc | Mounting structure for hard wall material |
| JP2000291230A (en) * | 1999-04-09 | 2000-10-17 | Ig Tech Res Inc | Fitting structure of hard wall material |
| JP2000310025A (en) * | 1999-04-28 | 2000-11-07 | Ig Tech Res Inc | Structure for fitting hard wall material |
-
1990
- 1990-10-23 JP JP28657590A patent/JP2886661B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000274043A (en) * | 1999-03-25 | 2000-10-03 | Ig Tech Res Inc | Mounting structure for hard wall material |
| JP2000291230A (en) * | 1999-04-09 | 2000-10-17 | Ig Tech Res Inc | Fitting structure of hard wall material |
| JP2000310025A (en) * | 1999-04-28 | 2000-11-07 | Ig Tech Res Inc | Structure for fitting hard wall material |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2886661B2 (en) | 1999-04-26 |
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