JP2016033303A - Highly aseismatic flat glass panel device - Google Patents

Highly aseismatic flat glass panel device Download PDF

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JP2016033303A
JP2016033303A JP2014156493A JP2014156493A JP2016033303A JP 2016033303 A JP2016033303 A JP 2016033303A JP 2014156493 A JP2014156493 A JP 2014156493A JP 2014156493 A JP2014156493 A JP 2014156493A JP 2016033303 A JP2016033303 A JP 2016033303A
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glass plate
movable
fixed
plane
glass sheet
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JP6347171B2 (en
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俊彦 我妻
Toshihiko Azuma
俊彦 我妻
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Itoki Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a highly aseismatic flat glass panel device having a plurality of glass sheets installed continuously on a straight line without a support in between, capable of preventing fall off of and damage to the glass sheets without leaving a large clearance along a wall surface or a corner part, even when an especially large interlayer displacement has taken place.SOLUTION: A highly aseismatic flat glass panel device includes a pair of adjacent glass sheets of which one is a fixed glass sheet 5 that restricts out-of-plane displacement and the other is a movable glass sheet 6 that allows out-of-plane and in-plane displacement. The fixed glass sheet and the movable glass sheet are installed continuously on a straight line by connecting slanted surfaces 9 formed on edge members 7 installed along an edge part of the fixed glass sheet and an edge part of the movable glass sheet. When force is exerted on the movable glass sheet to move closer to the fixed glass sheet due to an interlayer displacement at a time of an earthquake, the slanted surfaces of both edge members slide to cause out-of-plane displacement of the movable glass sheet while causing in-plane displacement of the fixed glass sheet, allowing the glass sheets to slide in opposite directions without directly contacting each other.SELECTED DRAWING: Figure 3

Description

本発明は、高耐震性フラットガラスパネル装置に係わり、更に詳しくは複数のガラス板が支柱を介さずに同一直線上に連設された高耐震性フラットガラスパネル装置に関するものである。   The present invention relates to a high earthquake resistant flat glass panel device, and more particularly to a high earthquake resistant flat glass panel device in which a plurality of glass plates are continuously arranged on the same straight line without a support.

通常、オフィスビル等は、複数のスラブで各階が形成され、上スラブの下面側には吊り天井構造体が構築され、下スラブの上面側にはフロア構造体が構築され、構造壁で囲まれた空間を間仕切装置で適宜に区画されている。通常、吊り天井構造体は、上スラブから垂下した吊支部材(吊りボルト)によって、縦横に張り巡らした天井支持レールを吊下げ状に保持し、該天井支持レールに天井パネルの周囲を係止する構造である。このような吊り天井構造体を有する室内に天井パネルからフロア構造体にわたって、間仕切パネルやドアパネルを組み合わせた間仕切装置を設置する。ここで、間仕切パネルとして、空間の開放性を高めるために、ガラスパネルを用いることも多い。従来、吊り天井構造体に対する耐震基準はなかったが、東日本大震災によって多くの吊り天井構造体が落下し、破損したことを受けて、天井の耐震性を高める機運が高まり、新耐震基準では、層間変位角が1/60〜1/40、震度7、天井面加速度が2.2Gに耐えることが要求されている。それに応じてガラスパネルにも同様の高耐震性が要求されるようになった。   Normally, an office building or the like is formed of a plurality of slabs and each floor is formed, a suspended ceiling structure is constructed on the lower surface side of the upper slab, and a floor structure is constructed on the upper surface side of the lower slab and surrounded by a structural wall. The space is appropriately partitioned by a partition device. In general, a suspended ceiling structure holds a ceiling support rail suspended vertically and horizontally by suspension support members (suspending bolts) suspended from an upper slab, and locks the periphery of the ceiling panel to the ceiling support rail. It is a structure to do. A partition device combining partition panels and door panels is installed in the room having such a suspended ceiling structure from the ceiling panel to the floor structure. Here, a glass panel is often used as the partition panel in order to increase the openness of the space. Previously, there was no earthquake resistance standard for suspended ceiling structures, but due to the fact that many suspended ceiling structures were dropped and damaged by the Great East Japan Earthquake, the momentum to improve the earthquake resistance of the ceiling increased. The displacement angle is required to withstand 1/60 to 1/40, seismic intensity 7, and ceiling surface acceleration 2.2G. Correspondingly, glass panels are required to have the same high earthquake resistance.

一方、従来から天井に取付けた天レールと床面に敷設した地レールの間に、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置は各種提供されている(特許文献1参照)。これらフラットガラスパネル装置は、ガラス板同士を同一直線上に連設する際に、ガラス板の端部に互いに凹凸嵌合する端部部材を接着し、隣接するガラス板の連接部で端部部材同士を凹凸嵌合し、互いに面外変位を規制したものである。   On the other hand, various flat glass panel devices are conventionally provided in which a plurality of glass plates are arranged on the same straight line without a support between a ceiling rail attached to the ceiling and a ground rail laid on the floor surface. (See Patent Document 1). When these flat glass panel devices are connected to each other on the same straight line, the end members that are concavo-convexly fitted to each other are bonded to the end portions of the glass plates, and the end members are connected at the connecting portions of the adjacent glass plates. The projections and recesses are fitted to each other to regulate the out-of-plane displacement.

しかし、地震時の層間変位に伴って壁面やコーナー支柱が大きくロッキングした際に、それに隣接するガラス板に面内方向の大きな力が作用し、ガラス板の連接部において強く衝突し、ガラス板が破損することがある。   However, when the wall or corner strut is rocked greatly due to the interlayer displacement during an earthquake, a large in-plane force acts on the glass plate adjacent to it, and the glass plate collides strongly at the connecting portion of the glass plate. It may be damaged.

特開2008−144578号公報JP 2008-144578 A

そこで、本発明が前述の状況に鑑み、解決しようとするところは、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置において、新耐震基準の層間変位角1/40、震度7、天井面加速度が2.2Gに耐え、特に大きな層間変位が生じても、壁面やコーナー部に大きなクリアランスを設けなくてもガラス板の脱落や破損の恐れがない高耐震性フラットガラスパネル装置を提供する点にある。   Therefore, in view of the above-described situation, the present invention intends to solve the problem in a flat glass panel device in which a plurality of glass plates are continuously arranged on the same straight line without a support column. / 40, seismic intensity 7 and ceiling surface acceleration of 2.2G, high earthquake resistance that does not cause dropping or breakage of glass plate even if large inter-layer displacement occurs, even if there is no large clearance on the wall or corner It is in providing a flat glass panel device.

本発明は、前述の課題解決のために、天井と床面にそれぞれ取付けた天レールと地レール間に、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置において、隣接する一方のガラス板を面外変位を規制した状態で前記天レールと地レールに保持して固定ガラス板とし、他方のガラス板を面外変位と面内変位を許容した状態で前記天レールと地レールに保持して可動ガラス板とし、前記固定ガラス板の端部と可動ガラス板の端部に沿って設けた端部部材に形成した傾斜面同士を接合して前記固定ガラス板と可動ガラス板とを同一直線上に連接し、地震時の層間変位によって前記可動ガラス板に固定ガラス板へ接近する方向の力が加わった際に、両端部部材の傾斜面同士が摺動して前記可動ガラス板を面外変位させるとともに、前記固定ガラス板に対して面内変位させて引き違い状態に退避してなることを特徴とする高耐震性フラットガラスパネル装置を構成した(請求項1)。   In order to solve the above-mentioned problems, the present invention provides a flat glass panel device in which a plurality of glass plates are arranged on the same straight line without a support between a ceiling rail and a ground rail respectively attached to a ceiling and a floor surface. In the state where the one adjacent glass plate is held in the ceiling rail and the ground rail in a state where the out-of-plane displacement is restricted, the fixed glass plate is used, and the other glass plate is allowed in the out-of-plane displacement and in-plane displacement. The fixed glass plate is formed by holding the top rail and the ground rail to form a movable glass plate, and joining the inclined surfaces formed on the end portion of the fixed glass plate and the end member provided along the end of the movable glass plate. And the movable glass plate are connected on the same straight line, and when a force in the direction of approaching the fixed glass plate is applied to the movable glass plate due to interlayer displacement during an earthquake, the inclined surfaces of both end members slide. The movable glass plate is displaced out of plane Rutotomoni constituted the high earthquake resistance flat glass panel apparatus characterized by comprising retreated to the fixed glass pull difference condition by plane displaced relative plate (claim 1).

ここで、前記可動ガラス板が前記固定ガラス板と同一直線上に連接する方向に、該可動ガラス板を前記天レールと地レールに設けた弾性付勢手段にて弾性付勢してなることが好ましい(請求項2)。   Here, the movable glass plate may be elastically urged by elastic urging means provided on the ceiling rail and the ground rail in a direction in which the movable glass plate is connected to the same straight line as the fixed glass plate. Preferred (claim 2).

また、前記端部部材はシート状であり、前記固定ガラス板の端部と可動ガラス板の端部に形成した斜めカット面に接着し、シート状端部部材の表面を前記傾斜面としてなることも好ましい(請求項3)。   Moreover, the said edge part member is a sheet form, adhere | attaches on the diagonal cut surface formed in the edge part of the said fixed glass plate, and the edge part of a movable glass plate, and the surface of a sheet-like edge part member becomes the said inclined surface. (Claim 3).

更に、前記端部部材はブロック状であり、一側に垂直面を形成するとともに、他側に傾斜面を形成し、前記固定ガラス板の端部と可動ガラス板の端部に形成した垂直カット面にブロック状端部部材の前記垂直面を接着してなることがより好ましい(請求項4)。   Further, the end member has a block shape, and forms a vertical surface on one side and an inclined surface on the other side, and is formed on the end of the fixed glass plate and the end of the movable glass plate. More preferably, the vertical surface of the block-shaped end member is bonded to the surface.

以上にしてなる請求項1に係る発明の高耐震性フラットガラスパネル装置は、天井と床面にそれぞれ取付けた天レールと地レール間に、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置において、隣接する一方のガラス板を面外変位を規制した状態で前記天レールと地レールに保持して固定ガラス板とし、他方のガラス板を面外変位と面内変位を許容した状態で前記天レールと地レールに保持して可動ガラス板とし、前記固定ガラス板の端部と可動ガラス板の端部に沿って設けた端部部材に形成した傾斜面同士を接合して前記固定ガラス板と可動ガラス板とを同一直線上に連接し、地震時の層間変位によって前記可動ガラス板に固定ガラス板へ接近する方向の力が加わった際に、両端部部材の傾斜面同士が摺動して前記可動ガラス板を面外変位させるとともに、前記固定ガラス板に対して面内変位させて引き違い状態に退避してなるので、地震時に大きな層間変位が生じても、同一直線上で固定ガラス板と可動ガラス板が直接衝突することがなく、固定ガラス板に対して可動ガラス板が引き違い状態に退避するので、ガラス板が破損することがなく、またガラス板の脱落もなく、安定に保持することができる。   In the highly earthquake-resistant flat glass panel device according to the first aspect of the present invention, a plurality of glass plates are arranged on the same straight line without a support between the ceiling rail and the ground rail respectively attached to the ceiling and the floor surface. In the flat glass panel device provided continuously, one of the adjacent glass plates is held on the top rail and the ground rail in a state where the out-of-plane displacement is restricted, and is used as a fixed glass plate, and the other glass plate is used as the out-of-plane displacement and the surface. Inclined surfaces formed on the end member provided along the end portion of the fixed glass plate and the end portion of the movable glass plate, which are held on the top rail and the ground rail in a state in which internal displacement is allowed to be a movable glass plate. When the fixed glass plate and the movable glass plate are connected on the same straight line, and a force in a direction approaching the fixed glass plate is applied to the movable glass plate due to interlayer displacement during an earthquake, both end members The inclined surfaces of Since the movable glass plate is moved out of plane and displaced in-plane with respect to the fixed glass plate and retracted in a retracted state, even if a large interlayer displacement occurs during an earthquake, it is on the same straight line. The fixed glass plate and the movable glass plate do not collide directly, and the movable glass plate retreats to the fixed glass plate so that the glass plate is not damaged, and the glass plate does not fall off. It can be held stably.

請求項2によれば、前記可動ガラス板が前記固定ガラス板と同一直線上に連接する方向に、該可動ガラス板を前記天レールと地レールに設けた弾性付勢手段にて弾性付勢してなるので、固定ガラス板と可動ガラス板とが同一直線上に連接した状態を安定に維持することができ、また地震時に弾性付勢手段の弾性付勢力に抗して可動ガラス板が面外変位して固定ガラス板の面外に退避することができる。   According to claim 2, the movable glass plate is elastically biased by the elastic biasing means provided on the top rail and the ground rail in a direction in which the movable glass plate is connected to the same straight line as the fixed glass plate. Therefore, it is possible to stably maintain the state where the fixed glass plate and the movable glass plate are connected on the same straight line, and the movable glass plate is out of the plane against the elastic biasing force of the elastic biasing means during an earthquake. It can be displaced and retracted out of the plane of the fixed glass plate.

請求項3によれば、前記端部部材はシート状であり、前記固定ガラス板の端部と可動ガラス板の端部に形成した斜めカット面に接着し、シート状端部部材の表面を前記傾斜面としてなるので、シート状端部部材の成形が簡単であり、また固定ガラス板の端部と可動ガラス板の端部に接着した状態の強度が高い。   According to claim 3, the end member has a sheet shape, is bonded to an oblique cut surface formed at an end portion of the fixed glass plate and an end portion of the movable glass plate, and the surface of the sheet-like end member is Since it becomes an inclined surface, it is easy to form the sheet-like end member, and the strength in a state where it is bonded to the end portion of the fixed glass plate and the end portion of the movable glass plate is high.

請求項4によれば、前記端部部材はブロック状であり、一側に垂直面を形成するとともに、他側に傾斜面を形成し、前記固定ガラス板の端部と可動ガラス板の端部に形成した垂直カット面にブロック状端部部材の前記垂直面を接着してなるので、固定ガラス板の端部と可動ガラス板の端部の加工が容易になり、コスト低減化を図ることができる。   According to claim 4, the end member has a block shape, and forms a vertical surface on one side and an inclined surface on the other side, and ends of the fixed glass plate and the end of the movable glass plate. Since the vertical surface of the block-shaped end member is bonded to the vertical cut surface formed in the above, the end of the fixed glass plate and the end of the movable glass plate can be easily processed, and the cost can be reduced. it can.

本発明の高耐震性フラットガラスパネル装置を示し、(a)は通常の状態の部分正面図、(b)は地震時に可動ガラス板が固定ガラス板の側方へ引き違い状に退避した状態の部分正面図である。The high earthquake-resistant flat glass panel apparatus of this invention is shown, (a) is a partial front view of a normal state, (b) is a state in which the movable glass plate is retracted to the side of the fixed glass plate at the time of an earthquake. It is a partial front view. 本発明の高耐震性フラットガラスパネル装置の縦断面図であり、(a)は図1(a)のX−X線断面図、(b)は(a)のY−Y線断面図、(c)は図1(b)のZ−Z線断面図である。It is the longitudinal cross-sectional view of the high earthquake-resistant flat glass panel apparatus of this invention, (a) is XX sectional drawing of Fig.1 (a), (b) is YY sectional drawing of (a), ( c) is a cross-sectional view taken along the line ZZ in FIG. 本発明の高耐震性フラットガラスパネル装置の横断平面図であり、(a)は通常状態の横断面図、(b)は地震時に可動ガラス板が固定ガラス板の側方へ引き違い状に退避した状態の横断面図、(c)は(b)の状態から更に可動ガラス板が変位した常態の横断面図である。It is a cross-sectional top view of the highly earthquake-resistant flat glass panel apparatus of this invention, (a) is a cross-sectional view of a normal state, (b) is a movable glass plate retracted to the side of a fixed glass plate at the time of an earthquake. (C) is a normal cross-sectional view in which the movable glass plate is further displaced from the state of (b). 他の実施形態を示す高耐震性フラットガラスパネル装置の横断平面図であり、(a)は通常状態の横断面図、(b)は地震時に可動ガラス板が固定ガラス板の側方へ引き違い状に退避した状態の横断面図、(c)は(b)の状態から更に可動ガラス板が変位した常態の横断面図である。It is a cross-sectional top view of the highly earthquake-resistant flat glass panel apparatus which shows other embodiment, (a) is a cross-sectional view of a normal state, (b) is a movable glass plate pulled sideways of a fixed glass plate at the time of an earthquake (C) is a normal cross-sectional view in which the movable glass plate is further displaced from the state of (b). 更に他の実施形態を示す高耐震性フラットガラスパネル装置の横断平面図であり、(a)は通常状態の横断面図、(b)は地震時に可動ガラス板が固定ガラス板の側方へ引き違い状に退避した状態の横断面図、(c)は(b)の状態から更に可動ガラス板が変位した常態の横断面図である。It is a cross-sectional top view of the highly earthquake-resistant flat glass panel apparatus which shows other embodiment, (a) is a cross-sectional view of a normal state, (b) is a movable glass plate pulled to the side of a fixed glass plate at the time of an earthquake. The cross-sectional view of the state retracted in a different state, (c) is a normal cross-sectional view in which the movable glass plate is further displaced from the state of (b).

次に、添付図面に示した実施形態に基づき、本発明を更に詳細に説明する。図1〜図3は本発明の高耐震性フラットガラスパネル装置を示し、図4及び図5は他の実施形態を示し、図中符号1は天井、2は床面、3は天レール、4は地レール、5は固定ガラス板、6は可動ガラス板、7は端部部材、8は弾性付勢手段をそれぞれ示している。   Next, the present invention will be described in more detail based on the embodiments shown in the accompanying drawings. 1 to 3 show a highly earthquake-resistant flat glass panel device of the present invention, and FIGS. 4 and 5 show other embodiments, in which 1 is a ceiling, 2 is a floor, 3 is a ceiling rail, 4 Are ground rails, 5 is a fixed glass plate, 6 is a movable glass plate, 7 is an end member, and 8 is an elastic biasing means.

本発明の高耐震性フラットガラスパネル装置は、天井1と床面2にそれぞれ天レール3と地レール4を取付け、前記天レール3と地レール4間に、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置において、隣接する一方のガラス板を面外変位を規制した状態で前記天レール3と地レール4に保持して固定ガラス板5とし、他方のガラス板を面外変位と面内変位を許容した状態で前記天レール3と地レール4に保持して可動ガラス板6とし、前記固定ガラス板5の端部と可動ガラス板6の端部に沿って設けた端部部材7,7に形成した傾斜面9,9同士を接合して前記固定ガラス板5と可動ガラス板6とを同一直線上に連接し(図1(a)、図2(a)、図3(a)参照)、地震時の層間変位によって前記可動ガラス板6に固定ガラス板5へ接近する方向の力が加わった際に、両端部部材7,7の傾斜面9,9同士が摺動して前記可動ガラス板6を面外変位させるとともに、前記固定ガラス板5に対して面内変位させて引き違い状態に退避してなる(図1(b)、図2(c)、図3(c)参照)。ここで、前記端部部材7は、金属製、例えばアルミウニウム製で作製する。   The high earthquake-resistant flat glass panel device of the present invention has a ceiling rail 3 and a ground rail 4 attached to a ceiling 1 and a floor surface 2 respectively, and a plurality of glass plates are not interposed between the ceiling rail 3 and the ground rail 4 via a support column. In the flat glass panel device continuously arranged on the same straight line, one of the adjacent glass plates is held on the top rail 3 and the ground rail 4 in a state where the out-of-plane displacement is restricted, and the fixed glass plate 5 is obtained. The glass plate is held on the top rail 3 and the ground rail 4 in a state in which the out-of-plane displacement and the in-plane displacement are allowed to form the movable glass plate 6, and the end of the fixed glass plate 5 and the end of the movable glass plate 6 are The inclined surfaces 9 and 9 formed on the end members 7 and 7 provided along are joined together to connect the fixed glass plate 5 and the movable glass plate 6 on the same straight line (FIG. 1A, FIG. 2). (See (a), Fig. 3 (a)) When a force in a direction approaching the fixed glass plate 5 is applied to the moving glass plate 6, the inclined surfaces 9, 9 of both end members 7, 7 slide to displace the movable glass plate 6 out of plane. Then, it is displaced in-plane with respect to the fixed glass plate 5 and retracted to a retracted state (see FIGS. 1B, 2C, and 3C). Here, the end member 7 is made of metal, for example, aluminum.

そして、図2(b)及び図3(a)に示すように、前記可動ガラス板6が前記固定ガラス板5と同一直線上に連接する方向に、該可動ガラス板6を前記天レール3と地レール4に設けた弾性付勢手段8にて弾性付勢している。   2 (b) and 3 (a), the movable glass plate 6 is connected to the top rail 3 in a direction in which the movable glass plate 6 is connected to the fixed glass plate 5 on the same straight line. The elastic urging means 8 provided on the ground rail 4 is elastically urged.

また、本実施形態では、前記端部部材7はシート状であり、前記固定ガラス板5の端部と可動ガラス板6の端部に形成した斜めカット面10,10に接着し、シート状端部部材7の表面を前記傾斜面9としている。尚、前記端部部材7は、シート状であれば、金属製に限らず、合成樹脂製、例えばナイロン製でも良い。   Moreover, in this embodiment, the said edge part member 7 is a sheet form, adhere | attaches on the diagonal cut surfaces 10 and 10 formed in the edge part of the said fixed glass plate 5, and the edge part of the movable glass plate 6, and sheet-like edge The surface of the member 7 is the inclined surface 9. The end member 7 is not limited to metal as long as it is a sheet, but may be made of synthetic resin, such as nylon.

一般的にオフィスビルは、構造柱や構造壁で支持されたスラブで階に区画され、スラブの下面側に吊り天井構造体を構築し、スラブの上面側に配線空間を備えたフロア構造体を構築している。本実施形態では、前記天井1は吊り天井構造体、前記床面2はフロア構造体に対応する。そして、前記吊り天井構造体(天井1)の下面に取付けた天レール3と前記フロア構造体(床面2)の上面に取付けた地レール4との間に、複数のガラス板を同一直線上に連設するのである。   In general, an office building is divided into floors with slabs supported by structural columns and structural walls, a suspended ceiling structure is constructed on the lower surface side of the slab, and a floor structure body having wiring space on the upper surface side of the slab. Is building. In the present embodiment, the ceiling 1 corresponds to a suspended ceiling structure, and the floor 2 corresponds to a floor structure. A plurality of glass plates are arranged on the same straight line between the ceiling rail 3 attached to the lower surface of the suspended ceiling structure (ceiling 1) and the ground rail 4 attached to the upper surface of the floor structure (floor surface 2). It is connected to.

ここで、地震により建物の上スラブと下スラブに層間変位が生じると、壁面やコーナー支柱や適宜間隔で設けた補強用の支柱は左右に傾斜する。層間変位角を最大の1/40とすれば、階高さが4200mmの場合、層間変位は105mmとなり、スラブに追従して運動する耐震性の吊り天井構造体の変位も105mmとなる。つまり、標準的な天井高さ2800mmの天井が床面に対して片側105mm変位することを意味している。   Here, when an interlayer displacement occurs between the upper slab and the lower slab of a building due to an earthquake, wall surfaces, corner columns, and reinforcing columns provided at appropriate intervals are inclined to the left and right. When the interlayer displacement angle is set to 1/40 at the maximum, when the floor height is 4200 mm, the interlayer displacement is 105 mm, and the displacement of the earthquake-resistant suspended ceiling structure that moves following the slab is also 105 mm. That is, this means that a standard ceiling height of 2800 mm is displaced by 105 mm on one side with respect to the floor surface.

このような壁面やコーナー支柱等の地震時に傾斜する構造物に接近した位置のガラス板は、前記天レール3と地レール4に沿った方向(面内方向)に大きな力が作用する。このようなガラス板を前記可動ガラス板6とするのである。   A large force acts in the direction (in-plane direction) along the top rail 3 and the ground rail 4 on the glass plate at a position close to a structure that is inclined during an earthquake such as a wall surface or a corner column. Such a glass plate is used as the movable glass plate 6.

更に具体的には、前記天レール3は、図2に示すように、前記固定ガラス板5の上端部を受け入れる開口溝11を形成するとともに、該開口溝11に沿って前記可動ガラス板6の上端部を受け入れる退避溝12を形成している。一方、前記地レール4は、前記固定ガラス板5の下端部を嵌合する凹溝13を形成するとともに、該凹溝13に沿って前記可動ガラス板6の下端部を受け入れる退避溝14を形成している。前記退避溝14は、前記凹溝13よりも浅く形成し、全体として階段状の凹溝部を形成している。ここで、前記固定ガラス板5は、前記可動ガラス板6の上下寸法よりも大きく設定している。   More specifically, as shown in FIG. 2, the ceiling rail 3 forms an opening groove 11 that receives the upper end portion of the fixed glass plate 5, and the movable glass plate 6 extends along the opening groove 11. A retraction groove 12 for receiving the upper end portion is formed. On the other hand, the ground rail 4 forms a concave groove 13 that fits the lower end portion of the fixed glass plate 5, and a retreat groove 14 that receives the lower end portion of the movable glass plate 6 along the concave groove 13. doing. The retracting groove 14 is formed shallower than the recessed groove 13 and forms a stepped recessed groove portion as a whole. Here, the fixed glass plate 5 is set larger than the vertical dimension of the movable glass plate 6.

前記固定ガラス板5は、下端部を前記地レール4の凹溝13に嵌合するとともに、上端を前記天レール3の開口溝11に嵌挿して面外変位を規制した状態で前記天レール3と地レール4に保持されている。一方、前記可動ガラス板6は、通常の状態では、下端を前記凹溝13内に埋設した保高部材15の上に載置するとともに、上端部を前記天レール3の開口溝11に浅く係合している。そして、前記可動ガラス板6の上下端部の面外位置に、前記弾性付勢手段8として、クッション材16を断面コ字形のゴム材17で包み込んだものを前記天レール3の退避溝12と前記地レール4の退避溝14内に配置する。前記弾性付勢手段8は、前記ゴム材17のリップ部が前記可動ガラス板6の表面に接触する向きに設ける。ここで、前記保高部材15の上面は、前記地レール4の退避溝14に設けた弾性付勢手段8のゴム材17の下側リップ部の上面と略面一に設定され、また前記可動ガラス板6の上端は前記天レール3の退避溝12の天面よりも低い位置にある。つまり、前記可動ガラス板6は、面外変位と面内変位を許容した状態で前記天レール3と地レール4に保持されている。   The fixed glass plate 5 has a lower end fitted into the concave groove 13 of the ground rail 4, and the upper rail 3 in a state where the upper end is fitted into the opening groove 11 of the top rail 3 and the out-of-plane displacement is restricted. And is held by the ground rail 4. On the other hand, in a normal state, the movable glass plate 6 is placed on the height retaining member 15 embedded in the recessed groove 13 at the lower end, and the upper end portion is shallowly engaged with the opening groove 11 of the top rail 3. Match. And the thing which wrapped the cushion material 16 with the rubber material 17 of the U-shaped cross section as the said elastic urging means 8 in the out-of-plane position of the said upper-lower-end part of the said movable glass plate 6 and the retraction | saving groove | channel 12 of the said top rail 3 It arrange | positions in the retraction groove | channel 14 of the said ground rail 4. FIG. The elastic biasing means 8 is provided in such a direction that the lip portion of the rubber material 17 contacts the surface of the movable glass plate 6. Here, the upper surface of the retaining member 15 is set substantially flush with the upper surface of the lower lip portion of the rubber member 17 of the elastic biasing means 8 provided in the retraction groove 14 of the ground rail 4, and the movable member 15 is movable. The upper end of the glass plate 6 is at a position lower than the top surface of the retreat groove 12 of the top rail 3. That is, the movable glass plate 6 is held by the top rail 3 and the ground rail 4 in a state in which out-of-plane displacement and in-plane displacement are allowed.

そして、地震時の層間変位によって前記可動ガラス板6に固定ガラス板5へ接近する方向の力が加わった際に、両端部部材7,7の傾斜面9,9同士が摺動して前記可動ガラス板6を弾性付勢手段8の弾性付勢力に抗して前記保高部材15の上面から退避溝12,14へ面外変位させるとともに、前記固定ガラス板5に対して面内変位させて引き違い状態に退避するのである。   And when the force of the direction which approaches the fixed glass plate 5 is added to the said movable glass plate 6 by the interlayer displacement at the time of an earthquake, the inclined surfaces 9 and 9 of the both end members 7 and 7 slide, and the said movable The glass plate 6 is displaced out of the plane from the upper surface of the height retaining member 15 to the retracting grooves 12 and 14 against the elastic biasing force of the elastic biasing means 8 and is displaced in the plane with respect to the fixed glass plate 5. It is evacuated to the draw state.

尚、前記ゴム材17は、前記固定ガラス板5から可動ガラス板6にわたって連続的に設け、前記可動ガラス板6の位置にのみ前記クッション材16を部分的に設けて弾性付勢手段8を構成しても良い。   The rubber material 17 is provided continuously from the fixed glass plate 5 to the movable glass plate 6, and the cushion material 16 is partially provided only at the position of the movable glass plate 6 to constitute the elastic biasing means 8. You may do it.

図4は、他の実施形態を示し、前記端部部材18はブロック状であり、一側に垂直面19を形成するとともに、他側に傾斜面9を形成し、前記固定ガラス板5の端部と可動ガラス板6の端部に形成した垂直カット面20にブロック状端部部材18の前記垂直面19を接着したものである。その他の構成は、前記同様であるので、同一構成には同一符号を付してその説明は省略する。   FIG. 4 shows another embodiment, in which the end member 18 has a block shape, forms a vertical surface 19 on one side, and forms an inclined surface 9 on the other side, and ends the fixed glass plate 5. The vertical surface 19 of the block-shaped end member 18 is bonded to a vertical cut surface 20 formed at the end of the glass plate 6 and the movable glass plate 6. Since other configurations are the same as those described above, the same components are denoted by the same reference numerals and description thereof is omitted.

図5は、更に他の実施形態を示し、前記弾性付勢手段8を板ばね21で構成したものである。その他の構成は、前記同様であるので、同一構成には同一符号を付してその説明は省略する。   FIG. 5 shows still another embodiment, in which the elastic urging means 8 is constituted by a leaf spring 21. Since other configurations are the same as those described above, the same components are denoted by the same reference numerals and description thereof is omitted.

1 天井、 2 床面、
3 天レール、 4 地レール、
5 固定ガラス板、 6 可動ガラス板、
7 端部部材、 8 弾性付勢手段、
9 傾斜面、 10 斜めカット面、
11 開口溝、 12 退避溝、
13 凹溝、 14 退避溝、
15 保高部材、 16 クッション材、
17 ゴム材、 18 端部部材、
19 垂直面、 20 垂直カット面、
21 板ばね。
1 ceiling, 2 floor,
3 top rails, 4 ground rails,
5 fixed glass plate, 6 movable glass plate,
7 end member, 8 elastic biasing means,
9 inclined surface, 10 oblique cut surface,
11 Opening groove, 12 Retraction groove,
13 concave groove, 14 retraction groove,
15 retaining material, 16 cushioning material,
17 rubber material, 18 end member,
19 vertical plane, 20 vertical cut plane,
21 Leaf spring.

Claims (4)

天井と床面にそれぞれ取付けた天レールと地レール間に、複数のガラス板が支柱を介さずに同一直線上に連設されたフラットガラスパネル装置において、隣接する一方のガラス板を面外変位を規制した状態で前記天レールと地レールに保持して固定ガラス板とし、他方のガラス板を面外変位と面内変位を許容した状態で前記天レールと地レールに保持して可動ガラス板とし、前記固定ガラス板の端部と可動ガラス板の端部に沿って設けた端部部材に形成した傾斜面同士を接合して前記固定ガラス板と可動ガラス板とを同一直線上に連接し、地震時の層間変位によって前記可動ガラス板に固定ガラス板へ接近する方向の力が加わった際に、両端部部材の傾斜面同士が摺動して前記可動ガラス板を面外変位させるとともに、前記固定ガラス板に対して面内変位させて引き違い状態に退避してなることを特徴とする高耐震性フラットガラスパネル装置。   In a flat glass panel device in which a plurality of glass plates are connected on the same straight line between the ceiling and ground rails mounted on the ceiling and floor, respectively, one adjacent glass plate is displaced out of plane. The fixed glass plate is held by the top rail and the ground rail in a restricted state, and the other glass plate is held by the top rail and the ground rail while allowing out-of-plane displacement and in-plane displacement. The inclined surfaces formed on the end portion of the fixed glass plate and the end member provided along the end portion of the movable glass plate are joined to connect the fixed glass plate and the movable glass plate on the same straight line. In addition, when a force in the direction of approaching the fixed glass plate is applied to the movable glass plate due to interlayer displacement during an earthquake, the inclined surfaces of both end members slide to displace the movable glass plate out of plane, Paired with the fixed glass plate Plane is displaced Te characterized by comprising retreated pulling difference state high earthquake resistance flat glass panel device. 前記可動ガラス板が前記固定ガラス板と同一直線上に連接する方向に、該可動ガラス板を前記天レールと地レールに設けた弾性付勢手段にて弾性付勢してなる請求項1記載の高耐震性フラットガラスパネル装置。   The movable glass plate is elastically urged by elastic urging means provided on the top rail and the ground rail in a direction in which the movable glass plate is connected to the same straight line as the fixed glass plate. High earthquake resistant flat glass panel device. 前記端部部材はシート状であり、前記固定ガラス板の端部と可動ガラス板の端部に形成した斜めカット面に接着し、シート状端部部材の表面を前記傾斜面としてなる請求項1又は2記載の高耐震性フラットガラスパネル装置。   The end member is a sheet, and is bonded to an oblique cut surface formed at an end of the fixed glass plate and an end of the movable glass plate, and the surface of the sheet end member is the inclined surface. Or the high earthquake-resistant flat glass panel apparatus of 2 description. 前記端部部材はブロック状であり、一側に垂直面を形成するとともに、他側に傾斜面を形成し、前記固定ガラス板の端部と可動ガラス板の端部に形成した垂直カット面にブロック状端部部材の前記垂直面を接着してなる請求項1又は2記載の高耐震性フラットガラスパネル装置。   The end member has a block shape, and forms a vertical surface on one side and an inclined surface on the other side, and has a vertical cut surface formed at the end of the fixed glass plate and the end of the movable glass plate. The high earthquake-resistant flat glass panel device according to claim 1 or 2, wherein the vertical surface of the block-shaped end member is bonded.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184050A (en) * 2018-11-09 2019-01-11 王蒙蒙 A kind of glass partition of alterable see-through

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JPH0256714U (en) * 1988-10-20 1990-04-24
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JP2008133695A (en) * 2006-11-29 2008-06-12 Wood One:Kk Flat door
JP2008144578A (en) * 2006-11-15 2008-06-26 Itoki Corp Glass plate connection structure in panel system and panel used in the same

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Publication number Priority date Publication date Assignee Title
JPH0256714U (en) * 1988-10-20 1990-04-24
JP2003214017A (en) * 2001-11-14 2003-07-30 Manji Kihara Sliding door structure and method of opening/closing sliding door
JP2008144578A (en) * 2006-11-15 2008-06-26 Itoki Corp Glass plate connection structure in panel system and panel used in the same
JP2008133695A (en) * 2006-11-29 2008-06-12 Wood One:Kk Flat door

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184050A (en) * 2018-11-09 2019-01-11 王蒙蒙 A kind of glass partition of alterable see-through

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