JP3630893B2 - ALC vertical wall opening panel mounting structure - Google Patents

ALC vertical wall opening panel mounting structure Download PDF

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JP3630893B2
JP3630893B2 JP33147296A JP33147296A JP3630893B2 JP 3630893 B2 JP3630893 B2 JP 3630893B2 JP 33147296 A JP33147296 A JP 33147296A JP 33147296 A JP33147296 A JP 33147296A JP 3630893 B2 JP3630893 B2 JP 3630893B2
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panel
opening
vertical wall
alc
steel material
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JPH10152921A (en
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昌志 永井
利二 遠藤
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クリオン株式会社
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【0001】
【発明の属する技術分野】
本発明は複数のALCパネルを縦長にして並設することにより形成された外壁や間仕切壁に設けたALC縦壁開口部パネルの取付構造に関する。
【0002】
【従来の技術】
図5に示すような縦壁用のALCパネル(以下パネルという)81,82から構成されるALC縦壁80において、その開口部85のパネルを固定する構造としては、図6に示すような係止具90を用いた構造が従来から知られている(実開昭51−13114号公報)。その係止具90は、一般に打込み式錠着金具と称するもので、打込み用頭部93および胴体91と、その先端部94には打ち込まれた際やや開くように複数の足部92が形成されたものである。そして、この従来構造では、この係止具90を用いてコ字形補強材83が開口部85のパネル81,82に固定されている。
【0003】
このコ字形補強材83を用いた開口部85の上側パネル81の固定構造は次のようにして形成される。すなわち貫通孔が設けられたコ字形補強材83が開口部85のパネル81,82小口面84上に重ねられた状態でその穴上から係止具90が打ち込まれる。このとき、係止具90は打ち込まれていくにつれて、足部92の先端部94側が押し広げられ、その結果、足部92がパネル81,82に食い込んでいく。
【0004】
そしてこの係止具90によりコ字形補強材83は、パネル81,82から抜けないように固定される。このようにして、上側パネル81の下端がコ字形補強材83を介し開口部85の両脇パネル82と連結されることにより固定される。この構造は、パネル補強のための縦アングル等の鋼材を使用せず、コ字形補強材83と係止具90を使用するのみなので使用部材が少なく安価な構造である。
【0005】
【発明が解決しようとする課題】
しかしながら、上記従来のALC縦壁開口部の構造は、パネル小口面同士の間に共通の空洞を設けてその空洞(図示せず)にモルタル等の接合材を充填し凝固させ、パネル間を結合することにより、各パネルを一体化させてなるいわゆる挿入筋構法の構造である。このような構造においては、接合材により各パネル同士あるいは、各パネルと躯体が連接されているのみであるため、コ字形補強材はその開口部パネルの支持および補強のためにも使用されており、従って、かなり厚く丈夫な鋼材を必要としていた。
【0006】
また、従来の開口部の取付構造は、パネル取付時においては、前記接合材が凝固するまでは、上側パネルやコ字形補強材を支持棒等で下から支えておく必要があった。したがって、その取付作業性が悪く、取付の工期も長かった。さらに、上記従来の開口部構造はパネル同士が相対的に摺動しないため、地震に弱いという問題点があった。
さらに補強鋼材の係止具をこのような打込み式錠着金具とすれば、係止具そのものの剛性が低いため、一つの金具で支えることのできる荷重に限界がある。また、この係止具をパネルに打ち込む際、パネルが部分的に破壊されることが多く、その結果取付けの必要強度が低くなることもあった。これらの欠点を補うためには、係止具を多数用いる必要があった。
【0007】
本発明の目的は、以上のような課題を解決し、優れた耐震性を有するとともに、開口部補強材の取付け箇所や使用部品が少ないにもかかわらず、また補強部材を軽薄化しても十分な強度があり耐久性に優れたALC縦壁開口部パネルの取付構造を提供することにある。
【0008】
【課題を解決するための手段】
以上のような課題を解決する本発明のALC縦壁開口部パネルの取付構造は次のような構成からなる。
本発明の取付構造は、ALCの両脇パネル、上下側パネルによってALC縦壁の開口部が形成されており、その開口部内周に補強鋼材が設けられているALC縦壁開口部パネルの取付構造において、前記両脇パネルおよび上下側パネルの側方小口面同士が上下方向に摺動可能に当接しており、前記開口部の上側パネルの上部の幅方向中央部がその上側パネルを垂下可能な上部取付部材によって建物躯体に取付けられているとともに、その上側パネルの下部は前記補強鋼材に下部取付部材によって取付けられており、また前記開口部に面した両脇パネルの小口面に前記補強鋼材が係止具により係止されていることを特徴とするALC縦壁開口部パネルの取付構造である。
【0009】
以下、本発明の作用について述べる。
本発明によると開口部の上側パネル上部の幅方向中央部をその上側パネルを垂下可能な取付部材により建物躯体に取付けるので、そのパネルの自重のほとんどをその取付部材により支持することができる。その結果、補強鋼材はパネル表面に垂直にかかる風圧等に耐えることができれば足りるので、建物躯体に直接連結されている必要がなく、しかもその厚みを薄くすることができる。また、パネルの側方小口面同士の間に接合材が充填されておらず、上下方向に摺動可能に当接しているため、パネル同士を相対的に揺動させて外力を逃がす免震構造となり、地震に強くなる。
【0010】
また、本発明において、上側パネルの上下取付部材の内、少なくとも上部取付部材は上側パネル内に埋設されたアンカー部材より成ると、そのアンカー部材は容易に抜けないためより強固な構造となる。
【0011】
さらに、本発明における、補強鋼材として、上側パネルと両脇パネル、下側パネルと両脇パネルを結合したコ字形補強材を用いて、開口部内周の上下側にそれぞれ固定した構造とすればより少ない使用部材量で機能を発揮することができ、よりコストダウンが可能となる。
【0012】
また、補強鋼材が開口部内周全周に沿って設けられる枠型鋼材であってもよく、その場合は使用部材量がやや増えるが、開口部の縁部の全周にわたって補強することになるため、より強度が大きくかつ耐久性に優れた構造となる。
【0013】
係止具は棒状の剛体を有し、その棒状の剛体は両脇パネルの小口面に開けられた孔に両脇パネル内に埋設されている補強筋に囲まれた領域内まで挿入されていることが望ましい。
【0014】
すなわち、係止具を棒状の剛体とすれば、従来の打込み式錠着金具により固定する構造と違って、補強鋼材にかかる風圧等の荷重をしっかりと両脇パネルに伝えることができる。また、予めその小口面に開けられた孔に棒状の剛体を挿入するのでパネルが破壊されることはない。しかも、この場合は、棒状の剛体は補強筋によってパネルの強度が増大されている領域内に支えられているので、この点においても、両脇パネルが係止具をしっかりと支持することができる。
【0015】
さらに、係止具は前記棒状の剛体の一端にその棒状の剛体に対して垂直にプレートが固設されていることが望ましい。
このようにすれば、プレートが固設された係止具をあらかじめ両脇パネルの小口面にあけられた孔に挿入しておき、しかるのちに、補強鋼材をプレートに固定することにより本発明の取付構造を構成することができるので、取付作業性が向上する。しかもプレートの広い面積で係止具と補強鋼材を溶接等によって固定することができるので、強固な構造となる。
【0016】
【発明の実施の形態】
以下、本発明の実施の形態を説明する。
図1に示すようにALC縦壁Wは、複数の両脇パネル1,上側パネル2および下側パネル11を縦長に並設して形成されており、その上下に架設された建物躯体に支持されて開口部6を形成している。そして各パネル1,2,11の側方小口面10の目地部には、モルタルのような接合材は充填されておらず、小口面10同士が上下方向に摺動可能に接している。なお、開口部上下のパネル2,11はその幅よりも、高さの方が短い場合もありうる。
【0017】
このうち、開口部6の上側パネル2は、そのパネル上部においてパネル上部取付部材3により建物躯体Kのパネル支持部Kaに取付けられている。この、建物躯体Kのパネル支持部Kaは、ALC縦壁Wの上側に架設されたH型鋼よりなる梁の下面に、垂直フランジ部が下向きになるように、水平フランジ部が溶接固定されたL型鋼よりなる。
上部取付部材3は、強度的に上側パネル2を垂下可能な部材でできており、図2の実施形態では、上側パネル2の上部に埋設されたアンカー部材3aおよびパネル表面に垂直な軸線を有するねじ3b(図2ではボルトおよびナット)より成るが、前記L型鋼の垂直フランジ部と嵌合するため、稲妻形の縦断面を有する稲妻形金具3cも使用する。
【0018】
パネル1,2,11には鉄筋を格子状に溶接してマット状にしたものを折り曲げてC形にしたもの、あるいは、鉄筋を格子状に溶接してマット状にしたものを2枚一対にして連結したもの等が補強筋9として内部に存在する。本実施形態においては、アンカー部材3aとして両端近傍がこの5〜15cmほど離れて平行にパネル内に存在するパネル補強筋9に溶接固定された補強フランジ付きの金具を使用した。しかしながら、アンカー部材3aは十分な長さと剛性を有するものであるなら、補強筋9に固定されていなくとも上側パネル2を垂下可能にするための耐力を得ることができる。
【0019】
また、アンカー部材3aは、そのナットのねじ部の軸線がパネル表面に垂直になるように、そのナットに結合されている。また、パネル表面側から掘られた座掘り穴内にそのナットの頂面がパネルから露出している。さらに、このナットのねじ穴の入り口に前記稲妻形金具3cの取付け穴が合わせられ、その外側からワッシャーを挟んでねじ3bとしてのボルトがナットにねじ込まれている。その稲妻形金具3cの反対側は、その部分と上側パネルの表面とで、建物躯体Kのパネル支持部KaとしてのL型鋼の垂直フランジ部を挟み込むような状態でL型鋼に溶接固定されている。
また、上側パネルを垂下可能であれば、上部取付部材3としてフックボルト等を用いることもできる。
【0020】
このようにして、上部取付部材3により建物躯体Kのパネル支持部Kaに取付けられている上側のパネル2の下部は図3に示すような開口部上側補強鋼材7aを介して、両脇パネル1に取付けられている。
この上側補強鋼材7aは、上側パネル2の下端2aに沿って開口部6の全幅に渡り水平に延びた水平板部7aaと、その水平板部7aaの左右両端から、両脇ALCパネル1の開口部6に面した小口面1aに沿って下向に延びる側板片部7abとより成り、全体としてコ字形を成している。上側パネル2のほとんどの自重は、パネル2上部の取付部材3により支えられるので、水平板部7aaおよび側板片部7abの厚みは薄くできる。そして、水平板部7aaおよび側板片部7abに、リブ加工等を施すとさらによい。
【0021】
また、上側補強鋼材7aの固定片部7acが水平板部7aaの上側パネル2の下端2aに沿った部分から、上側パネル2の表面に沿って立設するようにL字形を形成して溶接によって固定されており、上側パネル2の下部には、アンカー部材8aからなるパネル下部取付部材8が埋設されている。そして、そのアンカー部材8aが、パネル表面に垂直な軸線を有するねじ8b(ボルト、ナットよりなる)を介して固定片部7acに連結されている。なお、アンカー部材8aは本実施形態では、部品に共通性をもたせるため、上側パネル2の上部に埋設されているアンカー部材3aと同じものを使用したが、この部分のアンカー部材8aについてはそれほど強度が要らないため他の部材でもよい。
【0022】
さらに、図4に示すように両脇パネル1の開口部6に面した小口面1aにその小口面1aと垂直方向に孔4が開けられており、また、その孔4に係止具5の棒状の剛体5bが挿入されていて、その元部に上部補強鋼材7aの側板片部7abが固定されている。なお、本実施形態では棒状の剛体5bは溶接により補強鋼材7を結合し易くするため、その棒状の剛体5bの元部には、円形のプレート5aが溶接のベースとして固設されている。したがって、係止具5は、通常は金属製の金具であり、棒状の剛体5bの表面には、棒状の剛体5bが孔4の中でぐらつかないように突起部5cが形成されている。
【0023】
係止具5のプレート5aは、取付け作業性の面から直径3〜7cmの円盤状であることが好ましいが四角形など他の形状でも構わない。
また係止具5の棒状の剛体5bは、強度面および作業性から直径5〜20mmの鋼材製の円柱形状のものが望ましいが、管状部材であっても良い。また、両脇パネル1内にも上述の上側パネル2と同じように、補強筋9が埋設されているが、係止具5の長さは、少なくとも両脇パネル1内に埋設された補強筋9に囲まれた領域9a内までの長さを有し、棒状の剛体5bの先端部がその領域9a内まで挿入されている。
【0024】
両脇パネル1の、このような補強筋9に囲まれた領域9aは、埋設されていない領域と比較して強度が大幅に向上するため、棒状の剛体5bの長さを少なくともその領域9aに届く長さとすることにより、棒状の剛体5bすなわち係止具5が両脇パネル1に強固に把持されるようになる。しかし、重さや取付け作業性、効果の限界などの面で最大30cm以下とすることが好ましい。
【0025】
また、棒状の剛体5bの突起部5cは、前述のごとく棒状の剛体5bの中央からプレート5aまでの間の所定位置に形成されている。すなわち、このような位置に突設することにより、孔4内部に挿入した棒状の剛体5bのガタつきをプレート5aに近い位置で押さえることができるので、補強鋼材7を緩むことなく強固にしっかりと固定できる。
【0026】
逆に係止具5の棒状の剛体5bの突起部5cが、中央よりも先端側に位置していると、その先端側の突起部5cからプレート5aまでの間でガタ付きが生じ、しっかりと固定することができない。また、係止具5全体が孔4の入口4b付近でガタ付くようになり、その結果、入口4b付近の両脇パネル1が徐々に破壊されてくる。
【0027】
なお、突起部5cの高さは1〜5mmとすることが固定を確実にできるという面で望ましい。また突起部5cの長さは、2〜6mm程度の長さのものが数個突設されているもの、そのような突起部5cが複数個直列に突設されているもの、さらには中央位置からプレート5aの近房まで連続した突起部5cが突設されているものでも構わない。また、好ましくは孔4の入口4b付近を破壊しないように、棒状の剛体5bのプレート5aから5mm以上離れた部分に突起部5cを設けるほうがよい。なお、突起部5cは棒状の剛体5bの側面をプレス等でつまみ出すことにより容易に形成することができる。
【0028】
また、係止具5の棒状の剛体5bを挿入する孔4の入口4bにはプレート5aを嵌合させる座繰部4aが形成され、その深さをプレート5aの表面5dと小口面1aとがほぼ面一になる、すなわち同一平面上に存在するように形成されていることにより、係止具5のプレート5aが開口部6に露出しないので、上側補強鋼材7aの側板片部7abと両脇パネル1との間があかず、その間を埋める必要がなくなる。
【0029】
またその座繰部4aの側壁4dとプレート5aの外周面5eとの間に2〜5mm程度の隙間4cが形成されていることが望ましい。すなわち、地震時や大きな荷重がプレート5aにかかった際、プレート5aの位置がズレてもその外周面5eが座繰部4aの側壁4dを押圧する力が小さく、座繰部4aの側壁4dを破壊することが少なくなる。逆に隙間4cがまったくないと、プレート5aがわずかに変位しても側壁4dを破壊し、また大きく変位した場合はその周囲に亀裂が生じ易くなる。
【0030】
以上のようにして、係止具5の棒状の剛体5bで上側補強鋼材7aの側板片部7abを両脇パネル1に固定したが、開口部6の上側パネル2を上側補強鋼材7aの水平板部7aaに固定するのに、前述のような構造ではなく、このような係止具5の棒状の剛体5bを使用してもよい。
【0031】
さらに、開口部6の下側パネル11に対しては、開口部下側補強鋼材7bが上側パネル2の取付構造と上下逆にした構造で取付けられる。
すなわち、下側パネル11の上端11aに沿って開口部6の全幅に渡り水平に延びた水平板部7baと、その水平板部7baの左右両端から、両脇パネル1の開口部6に面した小口面1aに沿って、上向きに延びる側板片部7bbとを具え、全体としてコ字形を成している下側補強鋼材7bによって、下側パネル11の上部が支持されている。
【0032】
また、下側補強鋼材7bの側板片部7bbが、両脇ALCパネル1の開口部6に面した小口面1aに開けられた孔4に挿入された棒状の剛体5bに、固定されている。さらに、下側パネル11の下部は、上側パネル2の場合と同様の取付部材により建物躯体Kに取付けられている。その他固定片部7bc等詳細についても上側パネル2の取付構造に準じる構造とすることにより、上下パネルの取付部材のほとんどを共通の部品にすることができる。
【0033】
この場合上側補強鋼材7aの側板片部7abと下側補強鋼材7bの側板片部7bbとを連結部材7cで連結することにより、開口部6の縁に沿って全周に渡り施設された補強枠を形成することができる。補強鋼材7をこのような枠型鋼材とすれば、使用部材量がやや増えるが、開口部の縁部の全周にわたって補強することになるため、より強度が大きくかつ耐久性に優れた構造となる。このようにして、両脇パネル1に取付けられた上側補強鋼材7aや下側補強鋼材7bおよび連結部材7cに溶接等の方法で窓等を取付けるが、窓等の自重は主に下側パネル11が支えるので、上下の補強鋼材7a,7bや連結部材7cはALC縦壁Wに垂直な方向の荷重を支えればよい。したがって、それらの補強鋼材の材質はそれほど丈夫な鋼材を用いる必要がなく、厚みの薄い鋼材でも使用可能となり、コストダウンが図れる。
【0034】
【発明の効果】
以上のように、本発明のALC縦壁開口部パネルの取付構造によれば、上側パネルの自重のほとんどを取付部材により支えるので、上側パネルの自重は開口部の補強鋼材にあまりかからない。したがって、補強鋼材が建物躯体に連結されている必要がなく、補強鋼材の厚みを薄くすることができる。また、開口部の補強材の取付箇所や部品数をより少なくすることができ、しかも耐久性に優れたALC縦壁開口部パネルの取付構造である。さらに、パネル同士を一体化するためにモルタル等の接合材を使用する必要がなく、各ALCパネル小口面同士が上下方向に摺動可能に当接しているため、優れた耐震性を有するようになる。
【図面の簡単な説明】
【図1】本発明の取付構造の1実施例の全体を示す正面図。
【図2】本発明に適用される取付部材の1実施例を示す斜視図。
【図3】本発明に適用される固定片部の1実施例を示す斜視図。
【図4】本発明に適用されるコ字形補強鋼材および係止具を示す斜視図。
【図5】従来の実施形態を示す正面図。
【図6】従来の実施形態に使用する係止具を示すパネルの破断図。
【符号の説明】
1 両脇ALCパネル
1a 小口面
2 上側ALCパネル
2a 上側ALCパネルの下端
3 上側ALCパネルの上部取付部材
3a 上側ALCパネルの上部(建物躯体側)アンカー部材
3b 上側ALCパネルの上部(建物躯体側)ねじ
3c 稲妻金具
4 孔
4a 座繰部
4b 入口
4c 隙間
4d 座繰部の側壁
5 係止具
5a プレート
5b 棒状の剛体
5c 突起部
5d プレート表面
5e 外周面
6 開口部
7 補強鋼材
7a 上側補強鋼材
7aa 水平板部
7ab 側板片部
7ac 固定片部
7b 下側補強鋼材
7ba 水平板部
7bb 側板片部
7bc 固定片部
7c 連結部材
8 上側ALCパネルの下部(開口部側)取付部材
8a 上側ALCパネルの下部(開口部側)アンカー部材
8b 上側ALCパネルの下部(開口部側)ねじ
9 補強筋
9a 補強筋に囲まれた領域
10 パネル側方小口面
11 下側ALCパネル
11a 下側ALCパネルの上端
K 建物躯体
Ka 建物躯体のパネル支持部
W ALC縦壁
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a mounting structure for an ALC vertical wall opening panel provided on an outer wall or a partition wall formed by arranging a plurality of ALC panels in a vertically long manner.
[0002]
[Prior art]
In the ALC vertical wall 80 composed of vertical wall ALC panels (hereinafter referred to as panels) 81 and 82 as shown in FIG. 5, the structure for fixing the panel of the opening 85 is as shown in FIG. A structure using a stopper 90 is conventionally known (Japanese Utility Model Laid-Open No. 51-13114). The locking device 90 is generally referred to as a driving-type lock fitting, and a plurality of foot portions 92 are formed at the driving head portion 93 and the body 91 and the tip portion 94 so as to be slightly opened when driven. It is a thing. In this conventional structure, the U-shaped reinforcing member 83 is fixed to the panels 81 and 82 of the opening 85 using the locking member 90.
[0003]
The fixing structure of the upper panel 81 of the opening 85 using the U-shaped reinforcing member 83 is formed as follows. That is, the locking tool 90 is driven from above the hole in a state where the U-shaped reinforcing member 83 provided with the through-hole is overlapped on the panel 81, 82 of the opening 85. At this time, as the locking tool 90 is driven, the tip end 94 side of the foot portion 92 is pushed and spread, and as a result, the foot portion 92 bites into the panels 81 and 82.
[0004]
The U-shaped reinforcing member 83 is fixed by the locking member 90 so as not to come off from the panels 81 and 82. In this way, the lower end of the upper panel 81 is fixed by being connected to both side panels 82 of the opening 85 via the U-shaped reinforcing member 83. This structure does not use a steel material such as a vertical angle for panel reinforcement, but only uses a U-shaped reinforcing material 83 and a locking tool 90, and therefore has a small number of members and is inexpensive.
[0005]
[Problems to be solved by the invention]
However, the conventional ALC vertical wall opening structure has a common cavity between the facets of the panels and fills the cavity (not shown) with a bonding material such as mortar to solidify the panels. By doing so, it is a structure of a so-called insertion muscle construction method in which each panel is integrated. In such a structure, since the panels are connected to each other or the panels and the casing are connected to each other by the bonding material, the U-shaped reinforcing material is also used for supporting and reinforcing the opening panel. Therefore, they needed a fairly thick and strong steel.
[0006]
Further, in the conventional mounting structure of the opening, it is necessary to support the upper panel and the U-shaped reinforcing material from below with a support bar or the like until the bonding material is solidified when the panel is mounted. Therefore, the mounting workability is poor and the mounting period is long. Furthermore, the conventional opening structure has a problem that it is vulnerable to earthquakes because the panels do not slide relative to each other.
Furthermore, if the locking tool of the reinforcing steel material is such a drive-in type locking fitting, the rigidity of the locking tool itself is low, so there is a limit to the load that can be supported by one fitting. In addition, when the locking tool is driven into the panel, the panel is often partially broken, and as a result, the required strength for mounting may be lowered. In order to compensate for these drawbacks, it was necessary to use a large number of locking tools.
[0007]
The object of the present invention is to solve the above-mentioned problems and to have excellent earthquake resistance, and it is sufficient to reduce the thickness of the reinforcing member even though there are few attachment parts and parts to be used for the opening reinforcing material. An object of the present invention is to provide a mounting structure for an ALC vertical wall opening panel having strength and excellent durability.
[0008]
[Means for Solving the Problems]
The mounting structure of the ALC vertical wall opening panel of the present invention that solves the above-described problems has the following configuration.
The mounting structure of the present invention is an ALC vertical wall opening panel mounting structure in which an opening of an ALC vertical wall is formed by both side panels of the ALC and upper and lower panels, and a reinforcing steel material is provided on the inner periphery of the opening. The side edge surfaces of the side panels and the upper and lower panels are in contact with each other so as to be slidable in the vertical direction, and the central portion in the width direction of the upper part of the upper panel of the opening can hang down the upper panel. It is attached to the building frame by the upper mounting member, the lower part of the upper panel is attached to the reinforcing steel material by the lower mounting member, and the reinforcing steel material is attached to the small edge surfaces of the side panels facing the opening. It is the attachment structure of the ALC vertical wall opening panel characterized by being locked by a locking tool.
[0009]
The operation of the present invention will be described below.
According to the present invention, since the central portion in the width direction of the upper part of the upper panel of the opening is attached to the building frame by the attachment member that can hang the upper panel, most of the weight of the panel can be supported by the attachment member. As a result, it is sufficient for the reinforcing steel material to be able to withstand the wind pressure applied perpendicularly to the panel surface, and therefore it is not necessary to be directly connected to the building frame, and the thickness can be reduced. In addition, since the bonding material is not filled between the side edge surfaces of the panels, they are slidably contacted in the vertical direction, so that the panels are relatively rocked to release external forces. And become strong against earthquakes.
[0010]
Further, in the present invention, when at least the upper mounting member of the upper and lower mounting members of the upper panel is formed of an anchor member embedded in the upper panel, the anchor member is not easily removed, so that a stronger structure is obtained.
[0011]
Furthermore, as a reinforcing steel material in the present invention, using a U-shaped reinforcing material in which the upper panel and both side panels, the lower panel and both side panels are combined, the structure is fixed to the upper and lower sides of the inner periphery of the opening. The function can be exhibited with a small amount of the used member, and the cost can be further reduced.
[0012]
In addition, the frame steel material provided along the entire inner circumference of the opening may be used as the reinforcing steel material.In this case, the amount of the used member is slightly increased, but the reinforcement is performed over the entire circumference of the edge of the opening. The structure is greater in strength and superior in durability.
[0013]
The locking tool has a rod-shaped rigid body, and the rod-shaped rigid body is inserted into a hole surrounded by reinforcing bars embedded in both side panels in a hole opened in the small edge surface of both side panels. It is desirable.
[0014]
That is, if the locking tool is a rod-like rigid body, unlike the structure in which it is fixed by a conventional driving-type lock fitting, a load such as wind pressure applied to the reinforcing steel material can be securely transmitted to both side panels. Further, since the rod-like rigid body is inserted into the hole previously opened in the small facet, the panel is not destroyed. In addition, in this case, since the rod-like rigid body is supported in the region where the strength of the panel is increased by the reinforcing bars, both side panels can firmly support the locking tool also in this respect. .
[0015]
Further, it is desirable that the locking member has a plate fixed to one end of the rod-shaped rigid body perpendicular to the rod-shaped rigid body.
In this way, the locking tool to which the plate is fixed is inserted in the hole previously formed in the small edge surface of the both side panels, and then the reinforcing steel material is fixed to the plate, thereby fixing the plate of the present invention. Since the mounting structure can be configured, mounting workability is improved. Moreover, since the locking tool and the reinforcing steel material can be fixed by welding or the like over a wide area of the plate, a strong structure is obtained.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below.
As shown in FIG. 1, the ALC vertical wall W is formed by arranging a plurality of side panels 1, an upper panel 2 and a lower panel 11 in a vertically long shape, and is supported by a building frame erected vertically. Thus, an opening 6 is formed. The joint portions of the side edge surfaces 10 of the panels 1, 2 and 11 are not filled with a bonding material such as mortar, and the edge surfaces 10 are in contact with each other so as to be slidable in the vertical direction. Note that the height of the panels 2 and 11 above and below the opening may be shorter than the width.
[0017]
Among these, the upper panel 2 of the opening 6 is attached to the panel support part Ka of the building frame K by the panel upper attachment member 3 at the upper part of the panel. The panel support portion Ka of the building frame K has a horizontal flange portion welded and fixed to the lower surface of a beam made of H-shaped steel installed on the upper side of the ALC vertical wall W so that the vertical flange portion faces downward. Made of mold steel.
The upper mounting member 3 is made of a member capable of drooping the upper panel 2 in strength. In the embodiment shown in FIG. 2, the upper mounting member 3 has an anchor member 3a embedded in the upper portion of the upper panel 2 and an axis perpendicular to the panel surface. Although it is composed of screws 3b (bolts and nuts in FIG. 2), a lightning bolt 3c having a lightning-shaped longitudinal section is also used to fit the vertical flange portion of the L-shaped steel.
[0018]
Panels 1, 2, and 11 are made of a pair of steel bars welded in a grid and bent into a C shape, or a pair of steel bars welded in a grid to form a mat. And the like that are connected to each other are present inside the reinforcing bars 9. In the present embodiment, a metal fitting with a reinforcing flange that is welded and fixed to a panel reinforcing bar 9 that is approximately 5 to 15 cm apart in the vicinity of both ends and exists in the panel in parallel is used as the anchor member 3a. However, if the anchor member 3a has a sufficient length and rigidity, it is possible to obtain a strength for allowing the upper panel 2 to hang down even if it is not fixed to the reinforcing bar 9.
[0019]
The anchor member 3a is coupled to the nut so that the axis of the threaded portion of the nut is perpendicular to the panel surface. Moreover, the top face of the nut is exposed from the panel in a countersink hole dug from the panel surface side. Further, a mounting hole for the lightning bolt 3c is aligned with the entrance of the screw hole of the nut, and a bolt as a screw 3b is screwed into the nut with a washer from the outside. The opposite side of the lightning bolt 3c is welded and fixed to the L-shaped steel with the portion and the surface of the upper panel sandwiching a vertical flange portion of the L-shaped steel as the panel support portion Ka of the building frame K. .
If the upper panel can be suspended, a hook bolt or the like can be used as the upper mounting member 3.
[0020]
In this way, the lower side of the upper panel 2 attached to the panel support part Ka of the building frame K by the upper mounting member 3 is disposed on both side panels 1 via the opening upper reinforcing steel material 7a as shown in FIG. Installed on.
The upper reinforcing steel material 7a includes a horizontal plate portion 7aa extending horizontally across the entire width of the opening 6 along the lower end 2a of the upper panel 2, and the openings of the both side ALC panels 1 from the left and right ends of the horizontal plate portion 7aa. The side plate piece portion 7ab extends downward along the small edge surface 1a facing the portion 6, and has a U-shape as a whole. Since most of the weight of the upper panel 2 is supported by the mounting member 3 at the top of the panel 2, the thickness of the horizontal plate portion 7aa and the side plate piece portion 7ab can be reduced. Further, it is further preferable that rib processing or the like is applied to the horizontal plate portion 7aa and the side plate piece portion 7ab.
[0021]
Further, the fixed piece 7ac of the upper reinforcing steel material 7a is formed by welding by forming an L shape so as to stand along the surface of the upper panel 2 from the portion along the lower end 2a of the upper panel 2 of the horizontal plate portion 7aa. A panel lower mounting member 8 made of an anchor member 8 a is embedded in the lower portion of the upper panel 2. The anchor member 8a is connected to the fixed piece 7ac via a screw 8b (consisting of a bolt and a nut) having an axis perpendicular to the panel surface. In this embodiment, the anchor member 8a is the same as the anchor member 3a embedded in the upper part of the upper panel 2 in order to make the parts common. However, the anchor member 8a in this portion is not so strong. However, other members may be used.
[0022]
Further, as shown in FIG. 4, a hole 4 is formed in the small edge surface 1 a facing the opening 6 of the both side panels 1 in a direction perpendicular to the small edge surface 1 a, and the locking tool 5 is inserted into the hole 4. A rod-shaped rigid body 5b is inserted, and a side plate piece portion 7ab of the upper reinforcing steel material 7a is fixed to the base portion thereof. In the present embodiment, the rod-like rigid body 5b makes it easy to join the reinforcing steel material 7 by welding. Therefore, a circular plate 5a is fixed to the base of the rod-like rigid body 5b as a welding base. Therefore, the locking tool 5 is usually a metal fitting, and a protrusion 5c is formed on the surface of the rod-shaped rigid body 5b so that the rod-shaped rigid body 5b does not wobble in the hole 4.
[0023]
The plate 5a of the locking tool 5 is preferably a disk having a diameter of 3 to 7 cm from the viewpoint of attachment workability, but may be other shapes such as a square.
Further, the rod-like rigid body 5b of the locking tool 5 is desirably a cylindrical column made of steel having a diameter of 5 to 20 mm from the viewpoint of strength and workability, but may be a tubular member. Further, the reinforcing bars 9 are embedded in the both side panels 1 in the same manner as the upper panel 2 described above, but the length of the locking member 5 is at least the reinforcing bars embedded in the both side panels 1. 9 has a length up to the inside of the region 9a, and the tip of the rod-like rigid body 5b is inserted into the region 9a.
[0024]
Since the strength of the region 9a surrounded by the reinforcing bars 9 on both side panels 1 is greatly improved as compared with the region that is not embedded, the length of the rod-shaped rigid body 5b is set to at least the region 9a. By setting the length to reach, the rod-like rigid body 5b, that is, the locking tool 5 is firmly held by the both side panels 1. However, it is preferable that the maximum is 30 cm or less in terms of weight, mounting workability, and the limit of effects.
[0025]
Further, as described above, the protrusion 5c of the rod-shaped rigid body 5b is formed at a predetermined position between the center of the rod-shaped rigid body 5b and the plate 5a. That is, by projecting at such a position, the backlash of the rod-like rigid body 5b inserted into the hole 4 can be suppressed at a position close to the plate 5a, so that the reinforcing steel material 7 can be firmly and firmly loosened. Can be fixed.
[0026]
On the contrary, if the protrusion 5c of the rod-like rigid body 5b of the locking tool 5 is located on the tip side from the center, a rattling occurs between the protrusion 5c on the tip side and the plate 5a, It cannot be fixed. Moreover, the whole locking tool 5 comes to rattle near the inlet 4b of the hole 4, and as a result, the both side panels 1 near the inlet 4b are gradually destroyed.
[0027]
In addition, it is desirable that the height of the protruding portion 5c is 1 to 5 mm in terms of ensuring fixation. In addition, the length of the protrusion 5c is such that several protrusions having a length of about 2 to 6 mm are provided, a plurality of such protrusions 5c are provided in series, and further the center position. The protrusion 5c which continues from the near chamber of the plate 5a to the projection may be provided. In addition, it is preferable to provide the protrusion 5c at a portion 5 mm or more away from the plate 5a of the rod-like rigid body 5b so that the vicinity of the inlet 4b of the hole 4 is not broken. The protruding portion 5c can be easily formed by picking out the side surface of the rod-shaped rigid body 5b with a press or the like.
[0028]
In addition, a countersunk portion 4a into which the plate 5a is fitted is formed at the inlet 4b of the hole 4 into which the rod-like rigid body 5b of the locking tool 5 is inserted, and the depth of the surface 5d of the plate 5a and the small edge surface 1a is reduced. Since the plate 5a of the locking tool 5 is not exposed to the opening 6 by being substantially flush with each other, that is, being formed on the same plane, the side plate pieces 7ab and both sides of the upper reinforcing steel material 7a are not exposed. There is no space between panel 1 and there is no need to fill the space.
[0029]
Further, it is desirable that a gap 4c of about 2 to 5 mm is formed between the side wall 4d of the countersunk portion 4a and the outer peripheral surface 5e of the plate 5a. That is, when an earthquake or a large load is applied to the plate 5a, even if the position of the plate 5a is shifted, the force that the outer peripheral surface 5e presses the side wall 4d of the countersink portion 4a is small, and the side wall 4d of the countersink portion 4a is Less destruction. On the other hand, if there is no gap 4c, the side wall 4d is broken even if the plate 5a is slightly displaced, and if it is greatly displaced, cracks are likely to occur around it.
[0030]
As described above, the side plate pieces 7ab of the upper reinforcing steel material 7a are fixed to the both side panels 1 with the rod-like rigid body 5b of the locking tool 5, but the upper panel 2 of the opening 6 is connected to the horizontal plate of the upper reinforcing steel material 7a. In order to fix to the part 7aa, the rod-like rigid body 5b of the locking tool 5 may be used instead of the structure as described above.
[0031]
Furthermore, the opening lower reinforcing steel material 7 b is attached to the lower panel 11 of the opening 6 with a structure that is upside down with respect to the mounting structure of the upper panel 2.
That is, the horizontal plate 7ba horizontally extending over the entire width of the opening 6 along the upper end 11a of the lower panel 11, and the openings 6 of the both side panels 1 from the left and right ends of the horizontal plate 7ba. An upper portion of the lower panel 11 is supported by a lower reinforcing steel material 7b having a side plate piece portion 7bb extending upward along the small facet 1a and forming a U-shape as a whole.
[0032]
Further, the side plate piece 7bb of the lower reinforcing steel material 7b is fixed to a rod-like rigid body 5b inserted into the hole 4 opened in the small face 1a facing the opening 6 of the both side ALC panel 1. Further, the lower part of the lower panel 11 is attached to the building frame K by the same attachment member as that of the upper panel 2. For other details such as the fixed piece portion 7bc, the mounting structure of the upper panel 2 can be used to make most of the mounting members of the upper and lower panels common.
[0033]
In this case, by connecting the side plate piece 7ab of the upper reinforcing steel material 7a and the side plate piece 7bb of the lower reinforcing steel material 7b with the connecting member 7c, the reinforcing frame provided over the entire periphery along the edge of the opening 6 Can be formed. If the reinforcing steel material 7 is such a frame-type steel material, the amount of members used is slightly increased, but since the reinforcement is made over the entire circumference of the edge of the opening, the structure is stronger and more durable. Become. In this way, a window or the like is attached to the upper reinforcing steel material 7a, the lower reinforcing steel material 7b and the connecting member 7c attached to the both side panels 1 by welding or the like. Therefore, the upper and lower reinforcing steel members 7a and 7b and the connecting member 7c may support a load in a direction perpendicular to the ALC vertical wall W. Therefore, it is not necessary to use such a strong steel material as the material of these reinforcing steel materials, and even a thin steel material can be used, and the cost can be reduced.
[0034]
【The invention's effect】
As described above, according to the mounting structure of the ALC vertical wall opening panel according to the present invention, most of the weight of the upper panel is supported by the mounting member, so that the weight of the upper panel does not significantly affect the reinforcing steel material of the opening. Therefore, it is not necessary for the reinforcing steel material to be connected to the building frame, and the thickness of the reinforcing steel material can be reduced. In addition, the mounting structure of the ALC vertical wall opening panel can be reduced in the number of mounting portions and the number of parts of the reinforcing material in the opening and is excellent in durability. Furthermore, it is not necessary to use a bonding material such as mortar to integrate the panels, and each ALC panel has a small slidable contact with each other so that it has excellent earthquake resistance. Become.
[Brief description of the drawings]
FIG. 1 is a front view showing the entirety of an embodiment of a mounting structure according to the present invention.
FIG. 2 is a perspective view showing one embodiment of a mounting member applied to the present invention.
FIG. 3 is a perspective view showing one embodiment of a fixed piece applied to the present invention.
FIG. 4 is a perspective view showing a U-shaped reinforcing steel material and a locking tool applied to the present invention.
FIG. 5 is a front view showing a conventional embodiment.
FIG. 6 is a cutaway view of a panel showing a locking tool used in a conventional embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Both sides ALC panel 1a Small edge surface 2 Upper ALC panel 2a Lower end of upper ALC panel 3 Upper attachment member 3a of upper ALC panel Upper part of upper ALC panel (building frame side) Anchor member 3b Upper part of upper ALC panel (building frame side) Screw 3c Lightning bolt 4 Hole 4a Countersink 4b Entrance 4c Clearance 4d Side wall 5 of countersink 5 Locking plate 5b Rod-like rigid body 5c Projection 5d Plate surface 5e Outer peripheral surface 6 Opening 7 Reinforcement steel 7a Upper reinforcement steel 7aa Horizontal flat plate portion 7ab Side plate piece portion 7ac Fixed piece portion 7b Lower reinforcing steel material 7ba Horizontal flat plate portion 7bb Side plate piece portion 7bc Fixed piece portion 7c Connecting member 8 Lower part of upper ALC panel (opening side) Mounting member 8a Lower part of upper ALC panel (Opening side) Anchor member 8b Lower (opening side) screw 9 of upper ALC panel Reinforcing bar 9a Region surrounded by reinforcing bar Upper K building structures Ka building panel supporter W ALC vertical wall of the building frame 0 panel side small surface 11 lower ALC panel 11a lower ALC panels

Claims (6)

ALCの両脇パネル(1)、上下側パネル(2,11)によってALC縦壁(W)の開口部(6)が形成されており、その開口部(6)内周に補強鋼材(7)が設けられているALC縦壁開口部パネルの取付構造において、前記両脇パネル(1)および上下側パネル(2,11)の側方小口面(10)同士が上下方向に摺動可能に当接しており、前記開口部(6)の上側パネル(2)の上部の幅方向中央部がその上側パネル(2)を垂下可能な上部取付部材(3)によって建物躯体(K)に取付けられているとともに、その上側パネル(2)の下部は前記補強鋼材(7)に下部取付部材(8)によって取付けられており、また前記開口部(6)に面した両脇パネル(1)の小口面(1a)に前記補強鋼材(7)が係止具(5)により係止されていることを特徴とするALC縦壁開口部パネルの取付構造。An opening (6) of the ALC vertical wall (W) is formed by both side panels (1) and the upper and lower panels (2, 11) of the ALC, and the reinforcing steel material (7) is formed on the inner periphery of the opening (6). In the mounting structure of the ALC vertical wall opening panel provided with the side panels (1) and the side edge surfaces (10) of the upper and lower panels (2, 11) are slidable in the vertical direction. The center part in the width direction of the upper part of the upper panel (2) of the opening (6) is attached to the building frame (K) by the upper mounting member (3) that can hang the upper panel (2). The lower part of the upper panel (2) is attached to the reinforcing steel material (7) by a lower attachment member (8), and the small edge surface of the side panels (1) facing the opening (6) (1a) The reinforcing steel material (7) is locked by the locking tool (5). Mounting structure of ALC vertical wall opening panel, characterized in that there. 前記取付部材の内、少なくとも上部取付部材(3)は上側パネル(2)内に埋設されたアンカー部材(3a)より成る請求項1記載のALC縦壁開口部パネルの取付構造。The ALC vertical wall opening panel mounting structure according to claim 1, wherein at least the upper mounting member (3) of the mounting members is composed of an anchor member (3a) embedded in the upper panel (2). 前記補強鋼材(7)がコ字形を成しており、開口部内周の上下側にそれぞれ固定されている請求項1または2記載のALC縦壁開口部パネルの取付構造。The mounting structure for an ALC vertical wall opening panel according to claim 1 or 2, wherein the reinforcing steel material (7) has a U-shape and is fixed to the upper and lower sides of the inner periphery of the opening. 前記補強鋼材(7)が開口部内周全周に沿って設けられる枠型鋼材である請求項1または2記載のALC縦壁開口部パネルの取付構造。The mounting structure for an ALC vertical wall opening panel according to claim 1 or 2, wherein the reinforcing steel material (7) is a frame-type steel material provided along the entire inner circumference of the opening. 前記係止具(5)は棒状の剛体(5b)を有し、その棒状の剛体(5b)は前記両脇パネル(1)の小口面(1a)に開けられた孔(4)に両脇パネル(1)内に埋設されている補強筋(9)に囲まれた領域(9a)内まで挿入されている請求項1〜4のいずれか1項記載のALC縦壁開口部パネルの取付構造。The locking tool (5) has a rod-like rigid body (5b), and the rod-like rigid body (5b) is provided on both sides of a hole (4) opened in the small edge surface (1a) of the side panels (1). The ALC vertical wall opening panel mounting structure according to any one of claims 1 to 4, wherein the ALC vertical wall opening panel is inserted into a region (9a) surrounded by reinforcing bars (9) embedded in the panel (1). . 前記係止具(5)は前記棒状の剛体(5b)の一端にその棒状の剛体(5b)に対して垂直にプレート(5a)が固設されている請求項1〜5のいずれか1項記載のALC縦壁開口部パネルの取付構造。The said locking tool (5) has a plate (5a) fixed to one end of the rod-shaped rigid body (5b) perpendicular to the rod-shaped rigid body (5b). The mounting structure of the ALC vertical wall opening panel as described.
JP33147296A 1996-11-25 1996-11-25 ALC vertical wall opening panel mounting structure Expired - Fee Related JP3630893B2 (en)

Priority Applications (1)

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JP33147296A JP3630893B2 (en) 1996-11-25 1996-11-25 ALC vertical wall opening panel mounting structure

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Application Number Priority Date Filing Date Title
JP33147296A JP3630893B2 (en) 1996-11-25 1996-11-25 ALC vertical wall opening panel mounting structure

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JPH10152921A JPH10152921A (en) 1998-06-09
JP3630893B2 true JP3630893B2 (en) 2005-03-23

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558636A (en) * 2017-09-10 2018-01-09 中国二十二冶集团有限公司 Cast-in-place shear wall prefabricated doors and windows entrance construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558636A (en) * 2017-09-10 2018-01-09 中国二十二冶集团有限公司 Cast-in-place shear wall prefabricated doors and windows entrance construction method

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JPH10152921A (en) 1998-06-09

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