JP5450971B2 - Vibration control panel installation structure - Google Patents

Vibration control panel installation structure Download PDF

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JP5450971B2
JP5450971B2 JP2008089195A JP2008089195A JP5450971B2 JP 5450971 B2 JP5450971 B2 JP 5450971B2 JP 2008089195 A JP2008089195 A JP 2008089195A JP 2008089195 A JP2008089195 A JP 2008089195A JP 5450971 B2 JP5450971 B2 JP 5450971B2
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floor
panel
vibration control
control panel
fixed
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JP2009243088A (en
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信治 中田
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Asahi Kasei Homes Corp
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Description

鉄骨の柱及び梁で軸組を構成し、コンクリート系の床パネルで床を構成した建物における制振パネルの設置構造に関する。   The present invention relates to an installation structure of a damping panel in a building in which a steel frame column and a beam constitute a frame and a concrete floor panel constitutes a floor.

従来より新築あるいは既築の建物において、板状の部材を上下の梁の間に配置して地震時の振動の減衰性能を向上させる等、耐震性能を向上させることが行われてきた(例えば特許文献1)。鉄骨造の軸組にALC(軽量気泡コンクリート)等コンクリート系の床パネルを敷設して床を構成した建物については、板状の部材の配置位置に沿って板状の部材を固定する固定金物(特許文献1でいう支持部材)を梁の上フランジに載置、固定し、固定金物との干渉部分を欠き込んだ床パネルを梁の上フランジに載置する必要がある。   Conventionally, in new or existing buildings, plate-like members have been placed between the upper and lower beams to improve vibration resistance during earthquakes (for example, patents). Reference 1). For buildings in which concrete floor panels such as ALC (lightweight cellular concrete) are laid on a steel frame, a fixed hardware that fixes the plate-shaped member along the position of the plate-shaped member ( It is necessary to mount and fix the support member in Patent Document 1 on the upper flange of the beam, and to place the floor panel lacking the interference portion with the fixed hardware on the upper flange of the beam.

特開2002−309798号公報JP 2002-309798 A

一般に上記床パネルは長手方向に補強鉄筋が配設されて床パネルの短辺が支持辺となっており、床パネルを支持する梁に固定金物を取り付けることを回避する場合、床の敷設方向の検討が必要であり、その為に梁の配置を当初の設計から変更することが必要となることがあった。また、既築の建物の耐震補強(振動の減衰)を行う場合には、床パネルで覆われた梁を露出させるためには床パネルを敷き込まれた状態のまま加工する必要があり手間がかかった。   In general, the above floor panel is provided with reinforcing bars in the longitudinal direction, and the short side of the floor panel serves as a support side, and in order to avoid attaching fixed hardware to the beam supporting the floor panel, It is necessary to consider this, and it may be necessary to change the arrangement of the beams from the original design. In addition, when performing seismic reinforcement (vibration damping) of an existing building, it is necessary to process the floor panel while it is laid in order to expose the beam covered with the floor panel. It took.

本発明は、上記従来技術の問題点を解決し、新築の建物であっても既築の建物であっても梁等の他の躯体部材の取り付けに影響がなく、しかも容易に設置することができる制振パネルの設置構造を提供することを目的とする。   The present invention solves the above-mentioned problems of the prior art, has no effect on the attachment of other structural members such as beams, whether it is a newly built building or an existing building, and can be easily installed. It aims at providing the installation structure of the damping panel which can be done.

前記従来技術の課題を解決する為の本発明に係る制振パネルの設置構造の第1の構成は、鉄骨の柱及び梁で軸組を構成し、コンクリート系の床パネルで床を構成した建物における制振パネルの設置構造であって、前記梁はH形鋼からなり、前記制振パネルを前記建物内部の吹き抜け空間と居室空間との境界線に沿って配置され、前記制振パネルの上端は上階の梁の下フランジに取り付けられた断面L字状の一対の固定金物にて固定されており、前記制振パネルの下端は、断面J字状でその下フランジが前記上階の梁の直下に位置する梁の上フランジのうち床パネルが載置されない吹き抜け空間側に取り付けられるとともにその上フランジが該下フランジの上方及び前記床パネルの上方に延伸した受け金物、及び、該受け金物の上フランジに固定された断面L字状の一対の固定金物にて固定されていることを特徴とする。 The first configuration of the installation structure of the vibration control panel according to the present invention for solving the problems of the prior art is a building in which a frame is configured with steel columns and beams, and a floor is configured with a concrete floor panel. Wherein the beam is made of H-shaped steel, and the vibration control panel is disposed along a boundary line between the atrium space and the room space inside the building, and the upper end of the vibration suppression panel. Is fixed by a pair of L-shaped fixed brackets attached to the lower flange of the upper beam, and the lower end of the vibration control panel is J-shaped and the lower flange is the upper beam. Of the upper flange of the beam located immediately below the receiving panel, which is attached to the blow-off space side where the floor panel is not placed, and whose upper flange extends above the lower flange and above the floor panel, and the receiving object Secure to the top flange Characterized in that it is fixed by cross-section L-shaped pair of fixing hardware.

なお、ここで吹き抜け空間とは、建物内部で床を有しない空間のことを指し、階段を備えた階段室も含む概念である。また居室空間とは、建物内部で床と天井を有する空間のことを指す。   Here, the atrium space refers to a space that does not have a floor inside the building, and is a concept that includes a staircase with stairs. The living room space is a space having a floor and a ceiling inside the building.

本発明に係る制振パネルの設置構造の第2の構成は、前記制振パネルが透明ガラスからなり、その上下端が粘弾性体からなる制振ダンパーを介して前記固定金物にて固定されたことを特徴とする。   The second configuration of the installation structure of the vibration control panel according to the present invention is that the vibration control panel is made of transparent glass, and the upper and lower ends thereof are fixed by the fixed hardware via a vibration damper made of a viscoelastic body. It is characterized by that.

本発明に係る制振パネルの設置構造の第1の構成によれば、吹き抜け空間と居室空間の境界線上の床パネル等の障害物のない梁を利用して制振パネルを取り付けるので、床パネルの欠き込みが不要であり、新築、既築にかかわらず施工を容易に行うことができ、また、床パネルの支持が問題になることもない。   According to the first configuration of the installation structure of the vibration control panel according to the present invention, the vibration control panel is attached using a beam without an obstacle such as a floor panel on the boundary line between the atrium space and the living room space. It is not necessary to cut out the wall panel, it can be easily constructed regardless of whether it is newly constructed or built, and the support of the floor panel does not become a problem.

発明に係る制振パネルの設置構造の第2の構成によれば、制振パネルを透明ガラスで構成したので、耐震性能を向上させつつも居室空間に光が採りこみやすくなり、また、夫々の空間に開放感を与えることができる。更に、制振パネルを粘弾性体からなる制振ダンパーを介して固定したので、制振パネルを吹き抜け空間に面して設置しても、制振パネルを構成するガラスに過大な力が作用することがなく、ガラスが破損し下階に落下して住人に危害を及ぼす虞がない。   According to the 2nd structure of the installation structure of the damping panel which concerns on invention, since the damping panel was comprised with the transparent glass, it became easy to take in light to a living room space, improving a seismic performance, An open feeling can be given to space. Furthermore, since the damping panel is fixed via a damping damper made of a viscoelastic body, an excessive force acts on the glass constituting the damping panel even if the damping panel is installed facing the blow-through space. There is no risk that the glass will break and fall to the lower floor, causing harm to residents.

次に、本発明に係る制振パネルの設置構造の最も好ましい形態について図を参照して説明する。   Next, the most preferable form of the installation structure of the damping panel according to the present invention will be described with reference to the drawings.

〔第1実施例〕
まず第1実施例について図1から図3を用いて説明する。本実施例は、305mmの平面モジュールを有する鉄骨造の工業化住宅における制振パネルの設置構造であり、図1は3階の梁及び床パネルの割付を示す図、図2は制振パネルを設置した吹き抜け空間の断面図、図3は制振パネルの支持部の保持部の構成を示す図である。
[First embodiment]
First, a first embodiment will be described with reference to FIGS. This embodiment is a structure for installing a vibration control panel in a steel-frame industrial house having a flat module of 305 mm. FIG. 1 is a diagram showing the allocation of beams and floor panels on the third floor, and FIG. FIG. 3 is a diagram showing the configuration of the holding portion of the support portion of the vibration control panel.

図1、2に示すように、本建物Aは、鉄骨の柱1と大梁2とを剛接合して3層の鉄骨造ラーメン構造の軸組が構成され、各階の大梁2や小梁3の上にALC(軽量気泡コンクリート)からなる床パネル4を敷設して床が構成され、外周部の大梁2にALCからなる壁パネル5や開口パネル6を取り付けて外壁が構成されている。   As shown in FIGS. 1 and 2, this building A is composed of a steel frame 1 and a large beam 2 that are rigidly joined together to form a three-layer steel frame structure. A floor panel 4 made of ALC (lightweight aerated concrete) is laid on the floor to constitute a floor, and a wall panel 5 and an opening panel 6 made of ALC are attached to the large beam 2 on the outer peripheral portion to constitute an outer wall.

柱1は直交する基準線(図中の一点鎖線)の交点上に立設され、大梁2は隣接する柱1どうしを連結するように基準線上に配置されている。そして、並列配置された大梁2の間には適宜小梁3が掛け渡されている。大梁2及び小梁3はH形鋼からなり、上下のフランジやウェブにはモジュールに基づくピッチで、小梁3や各種付帯部材をボルト17にて接合する為のボルト孔が穿設されている。床パネル4は少なくとも支持辺である短辺2辺を大梁2や小梁3の上フランジの片側に載置することで支持されている。建物A内部の3階A3の一部領域には床パネル4が敷設されない吹き抜け空間7が形成されており2階A2の空間と3階A3の空間が連通した状態となっている。また、吹き抜け空間7の上方の屋上階A4には、トップライト9が設けられている。   The pillar 1 is erected on the intersection of orthogonal reference lines (one-dot chain line in the figure), and the large beam 2 is arranged on the reference line so as to connect the adjacent pillars 1 to each other. And the small beam 3 is spanned suitably between the large beams 2 arranged in parallel. The large beam 2 and the small beam 3 are made of H-shaped steel, and the upper and lower flanges and webs are provided with bolt holes for joining the small beam 3 and various incidental members with bolts 17 at a pitch based on the module. . The floor panel 4 is supported by placing at least two short sides, which are support sides, on one side of the upper flange of the large beam 2 or the small beam 3. An atrium space 7 in which the floor panel 4 is not laid is formed in a partial region of the third floor A3 inside the building A, and the second floor A2 space and the third floor A3 space are in communication. A top light 9 is provided on the rooftop floor A4 above the atrium space 7.

建物A内部の床パネル4が敷設された居室空間と8吹き抜け空間7との境界線(境界部の基準線)上には大梁2´及び小梁3´が配置されている。この3階A3の境界線上の大梁2´及び小梁3´の上フランジの居室空間8側には床パネル4が載置され、吹き抜け空間7側には床パネルは載置されていない。また、屋上階A4においても、吹き抜け空間7と居室空間8の境界に対応する位置には大梁2´及び小梁3´が配置されている。   Large beams 2 ′ and small beams 3 ′ are arranged on the boundary line between the living room space in which the floor panel 4 inside the building A is laid and the eight atrium space 7 (reference line of the boundary part). The floor panel 4 is placed on the living room space 8 side of the upper flanges of the large beams 2 ′ and the small beams 3 ′ on the boundary line of the third floor A 3, and no floor panel is placed on the atrium space 7 side. Also on the rooftop floor A4, large beams 2 'and small beams 3' are arranged at positions corresponding to the boundary between the atrium space 7 and the living room space 8.

図3に示すように、3階A3の大梁2´及び小梁3´において、上フランジの吹き抜け側には、長手方向に断面略J字状の受金物10が載置され、ボルト孔を利用してボルト17にて取り付けられている。受金物10の上フランジは床パネル上にも延伸し上フランジと床パネルとの間の隙間には調整プレート11が介挿されている。受金物10のフランジ及び屋上階A4の大梁2´及び小梁3´の下フランジには一対の断面L字状の固定金物12が調整プレート11を介しボルト17にて取り付けられている。制振パネル15は矩形の板状の透明ガラスからなり、その上端と下端の両面には粘弾性体からなる板状の制振ダンパー13が接着され、更に制振ダンパー13の外面側には所定位置にネジの切られたボルト孔を有する固定用プレート14が接着されている。制振パネルは固定金物12のボルト孔と固定用プレート14のボルト孔の位置を合わせた状態でボルト17にて固定されている。   As shown in FIG. 3, in the large beam 2 ′ and the small beam 3 ′ on the third floor A <b> 3, a receiving object 10 having a substantially J-shaped cross section in the longitudinal direction is placed on the blowout side of the upper flange, and a bolt hole is used. And are attached with bolts 17. The upper flange of the receiver 10 also extends on the floor panel, and an adjustment plate 11 is inserted in the gap between the upper flange and the floor panel. A pair of L-shaped fixed fittings 12 are attached to the flanges of the receiving piece 10 and the lower flanges of the large beam 2 ′ and the small beam 3 ′ on the rooftop floor A <b> 4 with bolts 17 via the adjustment plate 11. The damping panel 15 is made of a rectangular plate-like transparent glass. A plate-like damping damper 13 made of a viscoelastic body is bonded to both upper and lower ends of the damping panel 15, and a predetermined amount is attached to the outer surface side of the damping damper 13. A fixing plate 14 having a threaded bolt hole in position is bonded. The vibration control panel is fixed by bolts 17 in a state where the bolt holes of the fixing hardware 12 and the bolt holes of the fixing plate 14 are aligned.

なお、制振パネル15は一般のガラス以外に、強化ガラス、合わせガラス等の他のガラスやアクリル等の合成樹脂でもよい。但し火災時の安全性を確保するためには、不燃材料であるガラス製が好ましい。また、制振ダンパー13は連続的に配置しても部分的であってよく、必要とされる性能に応じて適宜決定すればよい。   The vibration control panel 15 may be other glass such as tempered glass or laminated glass, or synthetic resin such as acrylic other than general glass. However, in order to ensure safety at the time of fire, glass made of non-combustible material is preferable. Further, the vibration damper 13 may be arranged continuously or may be partial, and may be determined appropriately according to the required performance.

上記構成の制振パネルの設置構造によると、地震が発生した際には上下の大梁2´や小梁3´が層間変位して構面が正負両方向に繰り返しせん断変形する。その際の制振ダンパー13の構面方向の履歴変形によって振動エネルギーが吸収され建物Aの振動が減衰する。   According to the installation structure of the vibration control panel having the above-described configuration, when an earthquake occurs, the upper and lower large beams 2 'and small beams 3' are displaced between layers, and the structural surface is repeatedly shear-deformed in both positive and negative directions. The vibration energy is absorbed by the hysteresis deformation in the composition direction of the damping damper 13 at that time, and the vibration of the building A is attenuated.

制振パネル15は、吹き抜け空間7と居室空間8の境界線上の、床パネル4等の障害物のない梁の部位を利用して取り付けられているので、新築の建物であっても、既築の建物であっても施工を容易に行うことができ、また、制振ダンパー13や制振パネル15の点検・交換等のメンテナンスも容易に行うことができる。   Since the vibration control panel 15 is attached by using a part of the beam without an obstacle such as the floor panel 4 on the boundary line between the atrium space 7 and the living room space 8, even if it is a newly built building, Construction can be easily performed even in the case of a building, and maintenance such as inspection and replacement of the vibration damper 13 and the vibration control panel 15 can be easily performed.

トップライト9からの光は、透明ガラスからなる制振パネル15越しに3階A3の居室空間8に供給される。また、3階A3の居室空間8の外壁面に開口パネル6からの光、あるいは3階A3居室の照明器具による光が制振パネル15越しに2階A2の居室空間8に供給される。したがって、耐震性能を向上させつつも居室空間8に光を採りこみやすくなり、また、夫々の居室空間8に開放感を与えることもできる。   The light from the top light 9 is supplied to the living room space 8 on the third floor A3 through the vibration control panel 15 made of transparent glass. Further, light from the opening panel 6 or light from the lighting device in the third-floor A3 room is supplied to the second-floor A2 room space 8 through the vibration control panel 15 on the outer wall surface of the third-floor A3 room space 8. Therefore, it is easy to incorporate light into the living room space 8 while improving the seismic performance, and it is possible to give a sense of openness to each living room space 8.

制振パネル15は粘弾性体からなる制振ダンパー13を介して固定されているので、吹き抜け空間7に面して設置をしても透明ガラスからなる制振パネルに過大な力が作用することがなく、制振パネル15が破損し2階A2の居室空間8に落下して住人に危害を及ぼす虞がない。また、制振パネル15を不燃性のガラス製としたので、防火区画壁としても機能し火災時の安全性を高めることができる。   Since the damping panel 15 is fixed via the damping damper 13 made of a viscoelastic body, an excessive force acts on the damping panel made of transparent glass even if the damping panel 15 is installed facing the atrium space 7. Therefore, there is no risk that the vibration control panel 15 is broken and falls into the room space 8 on the second floor A2, causing harm to residents. Further, since the vibration control panel 15 is made of non-combustible glass, it can function as a fireproof partition wall and can improve safety in the event of a fire.

〔第2実施例〕
続いて第2実施例について図4を用いて説明する。本実施例の基本構成は第1実施例と共通であるが、本実施例では、吹き抜け空間に2階A2と3階A3をつなぐ直階段16及び3階A3と屋上階A4とをつなぐ直階段16´を重ね合わせて設置して階段室を構成しており、直階段の長辺側に制振パネル15を設けたものである。なお、屋上部にはガラス扉を備えトップライト的に機能するペントハウスが設けられている。
[Second Embodiment]
Next, a second embodiment will be described with reference to FIG. Although the basic configuration of this embodiment is the same as that of the first embodiment, in this embodiment, the straight staircase 16 connecting the second floor A2 and the third floor A3 and the third floor A3 and the rooftop floor A4 in the atrium space. A staircase is configured by overlapping 16 'and a vibration control panel 15 is provided on the long side of the straight staircase. The rooftop is provided with a penthouse that has a glass door and functions as a top light.

直階段16、16´は骨組みを露出させ、桟状の簡易的な手摺を付加した所謂スケルトン階段であり、直階段16、16´に沿った位置に透明ガラスからなる制振パネル15を配置したので、3階A3の居室空間8を開放的で明るい空間とすることができる。   The straight staircases 16 and 16 'are so-called skeleton staircases in which a framework is exposed and a simple rail like a rail is added, and a vibration control panel 15 made of transparent glass is disposed at a position along the straight staircases 16 and 16'. Therefore, the living room space 8 on the third floor A3 can be an open and bright space.

本発明の制振パネルの設置構造はラーメン構造に限定されず、ピンブレース構造等、柱及び梁からなる軸組に耐力要素を付加した構造形式でも適用が可能である。   The installation structure of the vibration damping panel according to the present invention is not limited to the ramen structure, and can be applied to a structure type in which a load bearing element is added to a shaft group composed of columns and beams, such as a pin brace structure.

第1実施例における3階の梁及び床パネルの割付を示す図である。It is a figure which shows allocation of the beam and floor panel of the 3rd floor in 1st Example. 第1実施例における制振パネルを設置した吹き抜け空間の断面図である。It is sectional drawing of the atrium space in which the damping panel in 1st Example was installed. 第1実施例における制振パネルの支持部の保持部の構成を示す図である。It is a figure which shows the structure of the holding | maintenance part of the support part of the damping panel in 1st Example. 第2実施例における制振パネルの設置状態を示す図である。It is a figure which shows the installation state of the damping panel in 2nd Example.

A…建物
A2…2階
A3…3階
A4…屋上階
1…柱
2…大梁
2´…境界線上の大梁
3…小梁
3´…境界線上の小梁
4…床パネル
5…壁パネル
6…開口パネル
7…吹き抜け空間
8…居室空間
9…トップライト
10…受金物
11…調整プレート
12…固定金物
13…制振ダンパー
14…固定用プレート
15…制振パネル
16、16´…直階段
17…ボルト
A ... Building A2 ... 2nd floor A3 ... 3rd floor A4 ... Rooftop 1 ... Pillar 2 ... Large beam 2 '... Large beam on the boundary line 3 ... Small beam 3' ... Small beam on the boundary line 4 ... Floor panel 5 ... Wall panel 6 ... Opening panel 7 ... Vented space 8 ... Living room space 9 ... Top light 10 ... Received object 11 ... Adjustment plate 12 ... Fixed hardware 13 ... Damping damper 14 ... Fixing plate 15 ... Damping panel 16, 16 '... Straight staircase 17 ... bolt

Claims (2)

鉄骨の柱及び梁で軸組を構成し、コンクリート系の床パネルで床を構成した建物における制振パネルの設置構造であって、
前記梁はH形鋼からなり、
前記制振パネルは前記建物内部の吹き抜け空間と居室空間との境界線に沿って配置され、
前記制振パネルの上端は、上階の梁の下フランジに取り付けられた断面L字状の一対の固定金物にて固定されており、
前記制振パネルの下端は、断面J字状でその下フランジが前記上階の梁の直下に位置する梁の上フランジのうち床パネルが載置されない吹き抜け空間側に取り付けられるとともにその上フランジが該下フランジの上方及び前記床パネルの上方に延伸した受け金物、及び、該受け金物の上フランジに固定された断面L字状の一対の固定金物にて固定されていることを特徴とする制振パネルの設置構造。
It is an installation structure of a damping panel in a building in which a frame is composed of steel columns and beams, and a floor is composed of concrete floor panels,
The beam is made of H-section steel,
The vibration control panel is disposed along a boundary line between the atrium space and the living room space inside the building,
The upper end of the vibration control panel is fixed with a pair of fixed hardware having an L-shaped cross section attached to the lower flange of the upper floor beam,
The lower end of the vibration control panel is attached to the aerial space side where the floor panel is not placed among the upper flanges of the beam whose cross section is J-shaped and the lower flange is located immediately below the upper floor beam, and the upper flange is It is fixed by a receiving metal extending above the lower flange and above the floor panel, and a pair of fixing hardware having an L-shaped cross section fixed to the upper flange of the receiving metal. Vibration panel installation structure.
前記制振パネルが透明ガラスからなり、その上下端が粘弾性体からなる制振ダンパーを介して前記固定金物にて固定されたことを特徴とする請求項1に記載した制振パネルの設置構造。   2. The vibration control panel installation structure according to claim 1, wherein the vibration control panel is made of transparent glass, and upper and lower ends thereof are fixed by the fixed hardware through a vibration damper made of a viscoelastic body. .
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