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JP3615663B2 - Fixing the glass panel - Google Patents

Fixing the glass panel Download PDF

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Publication number
JP3615663B2
JP3615663B2 JP25808198A JP25808198A JP3615663B2 JP 3615663 B2 JP3615663 B2 JP 3615663B2 JP 25808198 A JP25808198 A JP 25808198A JP 25808198 A JP25808198 A JP 25808198A JP 3615663 B2 JP3615663 B2 JP 3615663B2
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JP
Japan
Prior art keywords
glass
glass panel
plate
sheet
screw member
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 - Fee Related
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JP25808198A
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Japanese (ja)
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JP2000087924A (en
Inventor
ジェームス・ダグラス・マッキャン
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Pilkington Group Ltd
Original Assignee
Pilkington PLC
Priority date (The priority date 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 date listed.)
Filing date
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Priority to JP25808198A priority Critical patent/JP3615663B2/en
Publication of JP2000087924A publication Critical patent/JP2000087924A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、ガラスパネルとそのガラスパネルに対して厚み方向から当て付けられる板材とを、前記ガラスパネルと前記板材とに亘って形成した貫通孔に挿通した雄ねじ部材と、その雄ねじ部材に螺着される雌ねじ部材とで締め付け固定するガラスパネルの固定方法に関する。
【0002】
【従来の技術】
上記ガラスパネルの固定方法においては、締め付け力がガラスパネルに集中的に作用したり、ガラスパネルの貫通孔部分が締め付け具に偏当たりすると、そのガラスパネルを破損するおそれがある。
【0003】
そこで、従来、ガラスパネルと板材との間に樹脂製シートやゴム製シート等の弾性シートを挟んで締め付け固定し、弾性シートをガラスパネルと板材との双方に密着させて、締め付け力をガラスパネルに対して分散して作用させるとともに、ガラスパネルと弾性シートとの間に作用する摩擦力と、弾性シートと板材との間に作用する摩擦力とで、ガラスパネルと板材との板面に沿う方向での相対変位を阻止して、固定箇所の耐力を確保できるようにしている。
【0004】
【発明が解決しようとする課題】
上記従来の固定方法によれば、ガラスパネルと板材との前記相対変位を確実に阻止できるようにするためには、強い締め付け力で締め付け固定して摩擦力を高める必要があるが、ガラスパネルに作用する締め付け力が強くなりすぎると、ガラスパネルを破損したり、弾性シートが過剰に圧縮変形してしまって、長期間のクリープ変形により、その締め付け力が低減するとともに相対変形を阻止している摩擦力も低減し、かえって耐力を低下させるおそれがある。
【0005】
本発明は上記実情に鑑みてなされたものであって、ガラスパネルと板材との板面に沿う方向での相対変位を長期に亘って確実に阻止できるようにして、固定箇所の耐力を向上させることができるようにすることを目的とする。
【0006】
【課題を解決するための手段】
請求項1記載の発明の特徴構成は、ガラスパネルとそのガラスパネルに対して厚み方向から当て付けられる板材とを、前記ガラスパネルと前記板材とに亘って形成した貫通孔に挿通した雄ねじ部材と、その雄ねじ部材に螺着される雌ねじ部材とで締め付け固定するガラスパネルの固定方法であって、前記ガラスパネルと前記板材との間に、未硬化の接着材を含浸させてある繊維材からなるシートを挟んで締め付け、前記接着材を硬化させて、前記ガラスパネルと前記板材とを接着固定する点にある。
【0007】
つまり、ガラスパネルと板材との間に、未硬化の接着材を含浸させてある繊維材からなるシートを挟んで締め付け固定しておくことにより、その接着材が硬化すると、シートがガラスパネルと板材の双方の表面に沿った形状に固まり、シートと一体に硬化した強固な接着層を介して、剛性の高いガラスパネルと板材とを接着固定することができる。
【0008】
従って、シートをガラスパネルと板材との双方に密着させて、締め付け力をガラスパネルに対して分散して作用させながら、ガラスパネルと板材とをシートを介して一体的に固定することができ、ガラスパネルと板材とを特に強い締め付け力で締め付け固定することなく、ガラスパネルと板材との板面に沿う方向での相対変位を長期に亘って確実に阻止できるので、固定箇所の耐力を向上させることができる。
請求項2記載の発明の特徴構成は、前記貫通孔の複数を前記ガラスパネルと前記板材とに亘って形成し、前記貫通孔の各々に挿通した前記雄ねじ部材に前記雌ねじ部材を螺合して、前記ガラスパネルと前記板材とを、前記シートを挟んで、締め付ける点にある。
請求項2記載の発明によれば、複数の貫通孔の各々に挿通した雄ねじ部材に雌ねじ部材を螺合して、ガラスパネルと板材との間に、未硬化の接着材を含浸させてある繊維材からなるシートを挟んで締め付け固定することができる。
【0012】
【発明の実施の形態】
以下に本発明の実施の形態を図面に基づいて説明する。
図1は、例えば、建物の内部から外部を広く見通せるようにその外壁の一部として設けられる大型のガラス板製のガラス壁Aを、目地シールJを挟んで固定した強化ガラス板製のフレームBで補強してあるガラス壁の補強構造を示す。
【0013】
前記フレームBは、ガラスパネルとしての厚さが12〜25mm程度の帯板状の強化ガラス板(以下、単にガラス板という)1どうしを、本発明によるガラスパネルの固定方法によって上下に連結して構成されている。
【0014】
図2は、ガラス板1どうしの連結構造を示しており、上下に間隔を隔てて突き合わせたガラス板1に対して、厚み方向の左右両側から板材としての厚さが6mm〜12mm程度のステンレス鋼板製の接続板2が上下のガラス板1に跨る状態で当て付けられ、ガラス板1と接続板2との間には、接着材の硬化で硬くなったシート3が挟み込まれ、それらのガラス板1とシート3と接続板2とに亘って形成した貫通孔4に挿通した雄ねじ部材5と、その雄ねじ部材5の両端部に各別に螺着した雌ねじ部材6とで、ガラス板1と接続板2とが締め付け固定されている。
【0015】
前記貫通孔4は、ガラス板1とシート3とに形成した大径孔1a,3aと、各接続板2に形成した小径孔2aとを一連に連通して形成され、ガラス板1に形成した大径孔1aには樹脂製のブッシュ7が嵌め込まれている。
【0016】
図3に示すように、前記雄ねじ部材5は、全長に亘って雄ねじ部5aが形成された高強度の全ねじボルトで構成され、その両端面には、ドライバーDを螺進操作自在に係合させる係合溝8が形成されている。
【0017】
また、前記雌ねじ部材6の各々は、雄ねじ部材5に外嵌する状態で貫通孔4に嵌入する筒部9と、その貫通孔4への入り込みを接続板2との接当で規制する頭部10とを一体に備え、筒部9の内周面には、雄ねじ部材5に螺合する雌ねじ部6aが形成され、頭部10には、六角レンチEを締め付け操作自在に係合させる六角穴11が形成されている。
【0018】
図4は、ガラス板1の連結手順を示し、大径孔1aを予め所定間隔で形成してあるガラス板1どうしを突き合わせて、大径孔3aを予め所定間隔で形成してあるシート3を両ガラス板1に跨るように当て付け、更に、接続板2をシート3に当て付ける。
尚、ガラス板1の大径孔1aには予めブッシュ7を嵌め込んでおく。
【0019】
前記シート3は、ガラス繊維の織物やフエルト布,不織布,セルロース板(バルカナイズドファイバー板)等の繊維材に、エポキシ系接着剤や弾性系接着剤,エマルジョンラテックス系接着材等の接着材を含浸させて構成したもので、この接着材が未硬化の状態で両ガラス板1に当て付け、かつ、接着材が未硬化のシート3に接続板2を当て付ける。
【0020】
そして、シート3に含浸させた接着材が未硬化のうちに、貫通孔4に雄ねじ部材5を挿通し、その雄ねじ部材5の両端部に雌ねじ部材6を螺着して、シート3をガラス板1及び接続板2とともに所定の締め付け力で締め付けた後、接着材が硬化するまで養生する。
【0021】
従って、接着材が硬化すると、シート3がガラス板1と接続板2の双方の表面に沿った形状で固まって強固な接着層が形成され、そのシート3をガラス板1と接続板2との双方に密着するように接着させて、締め付け力をガラス板1に対して分散して作用させながら、ガラス板1と接続板2とをシート3を介して一体的に固定することができる。
【0022】
図5は、本発明のガラスパネルの固定方法と従来のガラスパネルの固定方法との、ガラスパネル1と板材2との板面に沿う方向での相対変位量の比較結果を示し、図6は、その試験方法を示している。
【0023】
つまり、図6(イ),(ロ)に示すように、固定部Fにボルト固定してある板材としてのステンレス鋼板(厚さ12mm)2に、ガラスパネルとしての強化板ガラス1の一側面をシート3を挟んで当て付けるとともに、他側面に同様のシート3を挟んでステンレス鋼製の当て板(厚さ12mm)Gを当て付け、ガラス板1と鋼板2及び当て板Gとに亘って前述のように形成した貫通孔4に挿通したステンレス鋼製の雄ねじ部材(呼び寸法M16,長さ32mm)5と、その雄ねじ部材5に螺着される前述と同様に構成したステンレス鋼製の雌ねじ部材(頭部外径30mm,筒部外径21mm,筒部長さ19mm)6とで、強化板ガラス1を鋼板2に片持ち状に締め付け固定してあり、強化板ガラス1の貫通孔部分1aには、樹脂製のブッシュ(外径25.5mm,内径22mm)7を嵌め込んである。
【0024】
そして、シート(厚さ1mm)3として未硬化の接着材(酢酸ビニル樹脂エマルジョンを主成分とする接着材)を含浸させてある繊維材からなるシートを使用して、その接着材を硬化させた場合と、接着材を含浸させていない繊維材からなるシートを使用した場合との各々について、強化板ガラス1の先端部近くに0〜1000kgfの垂直荷重Wを作用させたときの先端部の垂直変位量Hを計測した。
【0025】
尚、強化板ガラス1の寸法は、長さが1719mm、基端部における幅が325mm、先端部における幅が244mm、厚さが15mmで、100mmのピッチで挿通した三本の雄ねじ部材5を使用して締め付け固定した。
【0026】
図5に示すように、接着材を含浸させていないシート3を使用した場合は、荷重Wが150kgfを越えると変位量Hが急激に増え、荷重Wが300kgfでは変位量Hが約21mmとなった後、その増え方が緩やかになるものの、ガラス破壊直前の荷重Wである600kgfでの変位量Hは約35mmであった。
【0027】
このことから、接着材を含浸させていないシート3を使用した場合は、荷重Wが200kgf付近までは、雄ねじ部材5と雌ねじ部材6との締め付けトルクによる摩擦力で強化板ガラス1の変位が拘束され、その後は、強化板ガラス1の貫通孔部分1aが、雌ねじ部材6の筒部9との間での押圧作用で圧壊したものと考えられる。
【0028】
一方、接着材を含浸させたシート3を使用して、その接着材を硬化させた場合は、変位量Hは急激に増大することなく、略一定の割合で増大し、荷重Wが550kgfでの変位量Hは約10mm、ガラス破壊直前の荷重Wである1000kgfでは約24mmの変位量Hを示した。
【0029】
このことから、接着材を含浸したシート3を挟んで硬化させることにより、強化板ガラス1とシート3と鋼板2と当て板Gとが、雄ねじ部材5と雌ねじ部材6との締め付けトルクにより接着材を介して一体化して、鉛直荷重Wが作用しても相対変位Hが生じにくくなり、耐力が向上していることがわかる。
【0030】
[その他の実施形態]
1.上記実施形態では、ガラスパネルとそのガラスパネルの左右両側に当て付けた板材とを締め付け固定するガラスパネルの固定方法を示したが、ガラスパネルとそのガラスパネルの片面にのみ当て付けた板材とを締め付け固定しても良い。
2.ガラスパネルの一方に当て付けられる板材に複数の雄ねじ部材を溶接固定しておき、ガラスパネルとそのガラスパネルの他方に当て付けられる板材とに亘って形成した貫通孔にそれらの雄ねじ部材を挿通して、ガラスパネルと板材とを締め付け固定しても良い。
3.上記実施形態では、貫通孔4に嵌入する筒部9に雌ねじ部6aを形成してある雌ねじ部材6を使用してガラスパネル1を締め付け固定したが、頭部に雌ねじ部を形成してある通常のナットや袋ナット等の雌ねじ部材を使用して締め付け固定しても良い。
4.上記実施形態では、ガラス壁Aの補強用フレームBを構成する為にガラス板1どうしを本発明によるガラスパネルの固定方法で連結したが、大面積のガラス壁Aを構成する為に複数のガラスパネルどうしを本発明によるガラスパネルの固定方法で連結しても良い。
5.上記実施形態では、ガラスパネルとして強化ガラスを示したが、他に、倍強度ガラスや、これらの強化ガラスや倍強度ガラスを複数枚組み合わせた合わせガラス、複数枚並列させたガラスであっても良く、条件が許せば、強度の低い生板(一般のアニールドガラス)や網入りガラスであっても良い。
尚、実施形態で示した大型のガラス壁Aは、生板ガラス、倍強度ガラス、強化ガラスで構成したものであっても良く、また、これらのガラスを組み合わせた合わせガラス、複層ガラスで構成したものであっても良い。
6.上記実施形態では、ガラスパネルに当て付けられる板材としてステンレス鋼板製の板材を示したが、ステンレス鋼以外の金属製板材、その他の硬質の板材であっても良い。
7.上記実施形態では、ガラス製のフレームを構成するガラス板どうしを連結する為のガラスパネルの固定方法を示したが、例えば、建物の壁や柱,梁等に対してガラスパネルを固定しても良い。
【図面の簡単な説明】
【図1】ガラス壁の補強構造を示す側面図
【図2】ガラスパネルどうしの連結構造を示す一部断面図
【図3】要部の分解図
【図4】ガラスパネルの固定方法を示す分解斜視図
【図5】垂直荷重Wとそのときの垂直変位量Hとの計測結果を示すグラフ
【図6】試験方法を示し、(イ)は側面図、(ロ)は要部の分解断面図
【符号の説明】
1 ガラスパネル
2 板材
3 シート
4 貫通孔
5 雄ねじ部材
6 雌ねじ部材
[0001]
BACKGROUND OF THE INVENTION
The present invention includes a male screw member inserted through a through-hole formed between the glass panel and the plate material, and a screw member attached to the male screw member. The present invention relates to a fixing method of a glass panel that is fastened and fixed with a female screw member.
[0002]
[Prior art]
In the fixing method of the glass panel, there is a possibility that the glass panel may be damaged when the tightening force is concentrated on the glass panel or when the through-hole portion of the glass panel strikes the fastening tool.
[0003]
Therefore, conventionally, an elastic sheet such as a resin sheet or a rubber sheet is sandwiched and fixed between the glass panel and the plate material, and the elastic sheet is brought into close contact with both the glass panel and the plate material so that the clamping force is increased. The frictional force acting between the glass panel and the elastic sheet and the frictional force acting between the elastic sheet and the plate material along the plate surface of the glass panel and the plate material. Relative displacement in the direction is prevented, and the strength of the fixed portion can be secured.
[0004]
[Problems to be solved by the invention]
According to the above conventional fixing method, in order to reliably prevent the relative displacement between the glass panel and the plate material, it is necessary to tighten and fix with a strong tightening force to increase the frictional force. If the acting clamping force becomes too strong, the glass panel will be damaged, or the elastic sheet will be excessively compressed and deformed, and the clamping force will be reduced and relative deformation will be prevented due to long-term creep deformation. The frictional force is also reduced, and the proof stress may be reduced.
[0005]
The present invention has been made in view of the above circumstances, and can reliably prevent the relative displacement in the direction along the plate surface of the glass panel and the plate material over a long period of time, thereby improving the yield strength of the fixed portion. The purpose is to be able to.
[0006]
[Means for Solving the Problems]
The characteristic configuration of the invention according to claim 1 is a male screw member in which a glass panel and a plate material applied to the glass panel from the thickness direction are inserted into a through hole formed between the glass panel and the plate material. A glass panel fixing method in which a female screw member screwed to the male screw member is fastened and fixed, which is made of a fiber material impregnated with an uncured adhesive between the glass panel and the plate member. The sheet is clamped and the adhesive is cured, and the glass panel and the plate are bonded and fixed.
[0007]
In other words, a sheet made of a fiber material impregnated with an uncured adhesive is sandwiched and fixed between the glass panel and the plate material, and when the adhesive is cured, the sheet becomes the glass panel and the plate material. of Ri Katama in shape along the both surfaces, via a strong adhesive layer cured into a sheet integrally, and a high glass panels and plate rigidity can be bonded and fixed.
[0008]
Therefore, the glass panel and the plate material can be integrally fixed via the sheet while the sheet is adhered to both the glass panel and the plate material, and the fastening force is dispersed and acted on the glass panel. Relative displacement in the direction along the plate surface between the glass panel and the plate material can be reliably prevented over a long period of time without fixing the glass panel and the plate material with a particularly strong clamping force, thereby improving the proof stress of the fixed part. be able to.
According to a second aspect of the present invention, a plurality of the through holes are formed across the glass panel and the plate member, and the female screw member is screwed into the male screw member inserted into each of the through holes. The glass panel and the plate material are clamped with the sheet interposed therebetween.
According to the invention described in claim 2, a fiber in which a female screw member is screwed into a male screw member inserted into each of a plurality of through holes, and an uncured adhesive is impregnated between the glass panel and the plate material. It is possible to clamp and fix the sheet made of a material.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
1 shows a frame B made of a tempered glass plate in which a glass wall A made of a large glass plate provided as a part of the outer wall so that the outside can be widely seen from the inside of a building, with a joint seal J interposed therebetween. The reinforcement structure of the glass wall reinforced with is shown.
[0013]
The frame B is formed by connecting up and down a belt-shaped tempered glass plate (hereinafter simply referred to as a glass plate) 1 having a thickness of about 12 to 25 mm as a glass panel by the glass panel fixing method according to the present invention. It is configured.
[0014]
FIG. 2 shows a connection structure between the glass plates 1, and a stainless steel plate having a thickness of about 6 mm to 12 mm as a plate material from both the left and right sides in the thickness direction with respect to the glass plate 1 which is abutted vertically with a gap therebetween. The connection plate 2 made of metal is applied so as to straddle the upper and lower glass plates 1, and the sheet 3 hardened by the curing of the adhesive is sandwiched between the glass plate 1 and the connection plate 2, and these glass plates The glass plate 1 and the connection plate are composed of a male screw member 5 inserted into a through hole 4 formed between the sheet 1, the sheet 3 and the connection plate 2, and a female screw member 6 screwed to both ends of the male screw member 5 separately. 2 is fastened and fixed.
[0015]
The through-hole 4 is formed in the glass plate 1 by continuously communicating the large-diameter holes 1 a and 3 a formed in the glass plate 1 and the sheet 3 and the small-diameter holes 2 a formed in each connection plate 2. A resin bush 7 is fitted into the large-diameter hole 1a.
[0016]
As shown in FIG. 3, the male screw member 5 is composed of a high-strength full screw bolt having a male screw portion 5a formed over its entire length, and a screwdriver D can be engaged with both ends of the screw D so that it can be screwed. An engaging groove 8 is formed.
[0017]
Each of the female screw members 6 includes a cylinder portion 9 that is fitted into the through hole 4 in a state of being fitted on the male screw member 5, and a head that restricts the entry into the through hole 4 by contact with the connection plate 2. 10 is formed on the inner peripheral surface of the cylindrical portion 9, and a female screw portion 6 a that is screwed into the male screw member 5 is formed on the head portion 10. 11 is formed.
[0018]
FIG. 4 shows a procedure for connecting the glass plates 1, the glass plates 1 in which the large-diameter holes 1 a are formed in advance at a predetermined interval are brought into contact with each other, and the sheet 3 in which the large-diameter holes 3 a are formed in the predetermined intervals in advance. It applies so that it may straddle both glass plates 1, and also the connection plate 2 is applied to the sheet | seat 3. FIG.
A bush 7 is fitted in the large-diameter hole 1a of the glass plate 1 in advance.
[0019]
The sheet 3 is made by impregnating a fiber material such as a glass fiber woven fabric, a felt cloth, a nonwoven fabric, or a cellulose plate (a vulcanized fiber plate) with an adhesive such as an epoxy adhesive, an elastic adhesive, or an emulsion latex adhesive. In this configuration, the adhesive is applied to both glass plates 1 in an uncured state, and the connection plate 2 is applied to an uncured sheet 3 of the adhesive.
[0020]
Then, while the adhesive impregnated in the sheet 3 is uncured, the male screw member 5 is inserted into the through-hole 4 and the female screw member 6 is screwed to both ends of the male screw member 5 so that the sheet 3 is a glass plate. After tightening with a predetermined tightening force together with 1 and the connection plate 2, curing is performed until the adhesive is cured.
[0021]
Therefore, when the adhesive is cured, the sheet 3 is solidified in a shape along the surfaces of both the glass plate 1 and the connection plate 2 to form a strong adhesive layer, and the sheet 3 is bonded to the glass plate 1 and the connection plate 2. The glass plate 1 and the connecting plate 2 can be integrally fixed via the sheet 3 while being adhered so as to be in close contact with each other and dispersing and acting on the glass plate 1.
[0022]
FIG. 5 shows a comparison result of relative displacement amounts in the direction along the plate surface of the glass panel 1 and the plate material 2 between the glass panel fixing method of the present invention and the conventional glass panel fixing method. The test method is shown.
[0023]
That is, as shown in FIGS. 6 (a) and 6 (b), a stainless steel plate (thickness 12 mm) 2 as a plate material bolted to the fixing portion F is attached to one side surface of the reinforced plate glass 1 as a glass panel. 3, and a stainless steel backing plate (thickness 12 mm) G is applied to the other side with a similar sheet 3 sandwiched between the glass plate 1, the steel plate 2 and the backing plate G. A stainless steel male screw member (nominal dimension M16, length 32 mm) 5 inserted through the through-hole 4 formed in this way, and a stainless steel female screw member (similar to the above) screwed to the male screw member 5 ( The reinforced plate glass 1 is cantilevered and fixed to the steel plate 2 in a cantilevered manner with a head outer diameter of 30 mm, a tube portion outer diameter of 21 mm, and a tube portion length of 19 mm). Made of bush Outside diameter 25.5 mm, Aru fitted an inner diameter 22 mm) 7.
[0024]
Then, a sheet made of a fiber material impregnated with an uncured adhesive (adhesive mainly composed of vinyl acetate resin emulsion) as a sheet (thickness 1 mm) 3 was used to cure the adhesive. Vertical displacement of the tip when a vertical load W of 0 to 1000 kgf is applied near the tip of the reinforced plate glass 1 for each of the case and the case of using a sheet made of a fiber material not impregnated with an adhesive The amount H was measured.
[0025]
The tempered glass sheet 1 has a length of 1719 mm, a width at the base end of 325 mm, a width at the tip of 244 mm, a thickness of 15 mm, and three male screw members 5 inserted at a pitch of 100 mm. Tightened and fixed.
[0026]
As shown in FIG. 5, when the sheet 3 not impregnated with the adhesive is used, the displacement amount H increases rapidly when the load W exceeds 150 kgf, and the displacement amount H becomes about 21 mm when the load W is 300 kgf. After that, although the rate of increase became gradual, the displacement amount H at 600 kgf, which is the load W immediately before the glass breakage, was about 35 mm.
[0027]
Therefore, when the sheet 3 not impregnated with the adhesive is used, the displacement of the tempered glass sheet 1 is restrained by the frictional force generated by the tightening torque between the male screw member 5 and the female screw member 6 until the load W is near 200 kgf. Thereafter, it is considered that the through-hole portion 1 a of the tempered glass sheet 1 was crushed by the pressing action with the cylindrical portion 9 of the female screw member 6.
[0028]
On the other hand, when the sheet 3 impregnated with the adhesive is used and the adhesive is cured, the displacement H does not increase rapidly but increases at a substantially constant rate, and the load W is 550 kgf. The displacement amount H was about 10 mm, and the displacement amount H of about 24 mm was shown at 1000 kgf which is the load W just before the glass breakage.
[0029]
From this, by hardening the sheet 3 impregnated with the adhesive, the reinforced plate glass 1, the sheet 3, the steel plate 2, and the backing plate G are bonded to each other by the tightening torque between the male screw member 5 and the female screw member 6. It is understood that the relative displacement H is less likely to occur even when the vertical load W is applied and the proof stress is improved.
[0030]
[Other Embodiments]
1. In the said embodiment, although the fixing method of the glass panel which clamps and fixes the glass panel and the board | plate material applied to the right and left both sides of the glass panel was shown, the glass panel and the board | plate material applied only to the single side | surface of the glass panel are shown. It may be fastened and fixed.
2. A plurality of male screw members are welded and fixed to a plate applied to one side of the glass panel, and the male screw members are inserted through a through hole formed between the glass panel and a plate applied to the other side of the glass panel. The glass panel and the plate material may be fastened and fixed.
3. In the above embodiment, the glass panel 1 is fastened and fixed using the female screw member 6 in which the female screw part 6a is formed in the cylindrical part 9 fitted into the through hole 4, but the female screw part is usually formed in the head. The nut may be tightened and fixed using a female screw member such as a nut or a cap nut.
4). In the above embodiment, the glass plates 1 are connected to each other by the glass panel fixing method according to the present invention in order to constitute the reinforcing frame B of the glass wall A. However, in order to constitute the large-area glass wall A, a plurality of glasses are used. The panels may be connected by the glass panel fixing method according to the present invention.
5. In the said embodiment, although tempered glass was shown as a glass panel, besides, double strength glass, the laminated glass which combined multiple sheets of these tempered glass and double strength glass, and the glass which paralleled multiple sheets may be sufficient. If the conditions permit, a green plate with low strength (general annealed glass) or netted glass may be used.
In addition, the large-sized glass wall A shown in the embodiment may be composed of raw glass, double-strength glass, and tempered glass, or composed of laminated glass and multilayer glass combining these glasses. It may be a thing.
6). In the said embodiment, although the board | plate material made from a stainless steel plate was shown as a board | plate material applied to a glass panel, metal board | plate materials other than stainless steel, and another hard board | plate material may be sufficient.
7). In the said embodiment, although the fixing method of the glass panel for connecting the glass plates which comprise a glass-made frame was shown, even if a glass panel is fixed with respect to the wall of a building, a pillar, a beam, etc., for example good.
[Brief description of the drawings]
FIG. 1 is a side view showing a reinforcing structure of a glass wall. FIG. 2 is a partial cross-sectional view showing a connecting structure of glass panels. FIG. 3 is an exploded view of essential parts. FIG. 5 is a graph showing measurement results of the vertical load W and the vertical displacement amount H at that time. FIG. 6 shows a test method, (A) is a side view, and (B) is an exploded sectional view of the main part. [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Glass panel 2 Board | plate material 3 Sheet | seat 4 Through-hole 5 Male thread member 6 Female thread member

Claims (2)

ガラスパネルとそのガラスパネルに対して厚み方向から当て付けられる板材とを、前記ガラスパネルと前記板材とに亘って形成した貫通孔に挿通した雄ねじ部材と、その雄ねじ部材に螺着される雌ねじ部材とで締め付け固定するガラスパネルの固定方法であって、
前記ガラスパネルと前記板材との間に、未硬化の接着材を含浸させてある繊維材からなるシートを挟んで締め付け、前記接着材を硬化させて、前記ガラスパネルと前記板材とを接着固定するガラスパネルの固定方法。
A male screw member inserted through a through hole formed between the glass panel and the plate material, and a female screw member screwed to the male screw member. It is a fixing method of the glass panel that is fastened and fixed,
Between the glass panel and the plate material, a sheet made of a fiber material impregnated with an uncured adhesive material is sandwiched and tightened, the adhesive material is cured, and the glass panel and the plate material are bonded and fixed. Fixing method of glass panel.
前記貫通孔の複数を前記ガラスパネルと前記板材とに亘って形成し、前記貫通孔の各々に挿通した前記雄ねじ部材に前記雌ねじ部材を螺合して、前記ガラスパネルと前記板材とを、前記シートを挟んで、締め付ける請求項1記載のガラスパネルの固定方法。  A plurality of the through holes are formed across the glass panel and the plate material, the female screw member is screwed into the male screw member inserted through each of the through holes, and the glass panel and the plate material are The glass panel fixing method according to claim 1, wherein the glass panel is clamped with the sheet sandwiched therebetween.
JP25808198A 1998-09-11 1998-09-11 Fixing the glass panel Expired - Fee Related JP3615663B2 (en)

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KR101287972B1 (en) 2012-05-10 2013-07-19 박영창 Outer glass support structure for architecture

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