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JP4498240B2 - Glass lattice shear wall - Google Patents
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JP4498240B2 - Glass lattice shear wall - Google Patents

Glass lattice shear wall Download PDF

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JP4498240B2
JP4498240B2 JP2005212772A JP2005212772A JP4498240B2 JP 4498240 B2 JP4498240 B2 JP 4498240B2 JP 2005212772 A JP2005212772 A JP 2005212772A JP 2005212772 A JP2005212772 A JP 2005212772A JP 4498240 B2 JP4498240 B2 JP 4498240B2
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glass
frame
lattice
lattice frame
wall
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JP2007031959A (en
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忠晴 和泉沢
公一 木村
英司 赤坂
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Sumitomo Realty and Development Co Ltd
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Sumitomo Realty and Development Co Ltd
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Description

この発明は、主に木造建築物のガラスを使用した耐震壁に関する。   The present invention relates to a seismic wall mainly using glass of a wooden building.

耐震補強のために、耐震壁を設けると、採光面が限定され、建物の開放性が損なわれてしまい、快適な住空間を形成することができない。開放性を損なわずに水平耐力要素を付加することが重要である。   If a seismic wall is provided for seismic reinforcement, the lighting surface is limited, the openness of the building is impaired, and a comfortable living space cannot be formed. It is important to add a horizontal strength element without compromising openness.

耐震補強壁として透明ガラスを用い開放性を確保できるようにすることが提案されているが、比較的大きなガラスを枠体で支持するものであり、強化ガラスであっても、ガラスは脆性材料であり、急激に力が作用したり、集中的に力が作用するとガラスが破壊されてしまうという問題があった。   Although it has been proposed to use transparent glass as an earthquake-resistant reinforcing wall to ensure openness, relatively large glass is supported by a frame, and even tempered glass is made of a brittle material. There is a problem that the glass is broken when the force is applied suddenly or when the force is applied intensively.

特許文献1には、古い和風住宅の開放性を維持しながら耐震補強をおこなうため、枠材にガラス板を取り付けた耐震補強パネルを、木造建築物の木部にビス止めする木造建築物の耐震補強構造が開示されている。地震力を受けて枠体が変形してガラスが破壊される前に、ビスが木部にめり込むことによってガラスに力が直接作用しないようにしてガラスの破壊を防止したものである。また、ガラスは、構造用シールを介して枠材に固定されており、地震力を受けてビスがめり込み降伏点に達し、ガラスが破壊される前に構造用シールが破断してガラスが破壊されないようにしてある。   In Patent Document 1, in order to perform seismic reinforcement while maintaining the openness of an old Japanese-style house, the seismic reinforcement panel with a glass plate attached to the frame material is screwed to the wooden part of the wooden building. A reinforcing structure is disclosed. Before the frame is deformed by the seismic force and the glass is broken, the screw is sunk into the xylem so that the force is not directly applied to the glass to prevent the glass from being broken. Also, the glass is fixed to the frame material via the structural seal, and the screw is sunk under the seismic force to reach the yield point, and the structural seal breaks before the glass breaks, so the glass is not broken It is like that.

しかし、枠体が比較的大きく、ビスを正確に打ち込む必要があるが、施工精度がそれほど高くないため、耐震補強効果が設定通りに発揮できないことがあった。また、構造用シールとシリコンシーリングを介しているため、組み立てが面倒であった。
特開平10−184030号公報
However, the frame is relatively large and it is necessary to drive the screw accurately, but the construction accuracy is not so high, and the seismic reinforcement effect may not be exhibited as set. In addition, the assembly is troublesome because of the structural seal and the silicon sealing.
Japanese Patent Laid-Open No. 10-184030

そこで、ガラスを用いた耐震補強壁において建築物の開放性を確保しつつ、粘り強さを発揮できるようにし、かつ、組み立てを容易にするものである。   Therefore, the seismic reinforcing wall using glass is capable of exhibiting the tenacity while ensuring the openness of the building, and facilitates the assembly.

これらの課題を解決するため、ガラスを用いた耐震補強壁において、ガラスを構造材として木製の格子枠で囲み、格子枠の変形に応じてガラスが格子枠にめり込むことができるようにしたものである。
格子枠として米松を使用し、格子枠に一対の押え縁を設け、押え縁の間の空間にガラスを挿通することによりガラスを格子枠に固定したものである。
In order to solve these problems, in a seismic reinforcement wall using glass, the glass is surrounded by a wooden lattice frame as a structural material, and the glass can be embedded into the lattice frame according to the deformation of the lattice frame. is there.
A rice pine is used as the lattice frame, a pair of pressing edges are provided on the lattice frame, and the glass is fixed to the lattice frame by inserting the glass into the space between the pressing edges.

本発明によれば、格子枠にガラスを嵌め込んだ耐震補強壁は、採光性にすぐれ、建築空間に開放性を与え、しかも、剛性を向上できるので、耐震補強壁として有効である。
また、木枠とガラス板を用いた耐震補強壁により木造建築物の開放性を確保し、しかも、木製の部材を用いるので、意匠的にすぐれている。
According to the present invention, a seismic reinforcing wall in which glass is fitted in a lattice frame is effective as a seismic reinforcing wall because it is excellent in daylighting, provides openness to a building space, and can improve rigidity.
In addition, the seismic reinforcement wall using a wooden frame and a glass plate secures the openness of the wooden building, and because it uses wooden members, it is excellent in design.

図1に示すように、耐震補強壁は、外側の縦枠材2は、105×105(mm)の米松であり、縦横の格子材31、3は、90×105(mm)の米松であり、強化ガラス1を囲んでいる。耐震補強壁は、桁4と土台5に構造金具等によって固定されている。木材は、格子枠が変形した際に米松が強化ガラスを食い込ませるのに適宜の硬さを有するものである。   As shown in FIG. 1, in the seismic reinforcement wall, the outer vertical frame member 2 is 105 × 105 (mm) rice pine, and the vertical and horizontal lattice members 31 and 3 are 90 × 105 (mm) rice pine. The tempered glass 1 is surrounded. The earthquake-proof reinforcement wall is fixed to the girder 4 and the base 5 with a structural metal fitting or the like. The wood has an appropriate hardness for the rice pine to bite the tempered glass when the lattice frame is deformed.

図2に示すように、格子材31、3の強化ガラス1の取付部には、押え縁10、11が対向して設けてあり、この間にガラス1が挟み込まれている。強化ガラス1は、3〜8mm程度のエポキシ系樹脂層12と2〜3mm程度のポリセタール樹脂層13を介して格子材31、3に固定してある。なお、ガラスはコーナー部に力を受けると弱いのでコーナー部には樹脂を充填しない。
樹脂層を設けずに、強化ガラスが変形時に直接木材に接触するようにしてもよい。
As shown in FIG. 2, holding edges 10 and 11 are provided facing each other at the attachment portions of the tempered glass 1 of the lattice members 31 and 3, and the glass 1 is sandwiched therebetween. The tempered glass 1 is fixed to the lattice members 31 and 3 via an epoxy resin layer 12 of about 3 to 8 mm and a polycetal resin layer 13 of about 2 to 3 mm. In addition, since glass is weak when force is applied to the corner portion, the corner portion is not filled with resin.
You may make it a tempered glass contact a timber directly at the time of a deformation | transformation, without providing a resin layer.

縦枠材2は、土台5に図3(1)に示すように、固定金具20、21で固定されている。また、上部は、図3(2)に示すように、桁4に固定金具22、23で固定されている。採光にあまり影響しない壁の上部及び下部には、構造用合板60、61が固定してあり、耐震補強壁を強化している。   The vertical frame member 2 is fixed to the base 5 with fixing brackets 20 and 21 as shown in FIG. Further, as shown in FIG. 3 (2), the upper part is fixed to the girder 4 with fixing brackets 22 and 23. Structural plywoods 60 and 61 are fixed to the upper and lower parts of the wall that do not affect lighting so much that the seismic reinforcement walls are strengthened.

格子材31、3は、縦枠材2、桁4及び土台5に短ほぞ差しで固定してある。格子材3と格子材31の交差部は、図4に示すように格子材31、3のそれぞれに切欠51を設けて組み立ててある。縦の格子材31に形成する切欠51は、交互に裏表に形成してあり、切欠51が同じ面に形成されないようにしてある。   The lattice members 31 and 3 are fixed to the vertical frame member 2, the girder 4, and the base 5 with a short mortise. As shown in FIG. 4, the intersecting portion of the lattice material 3 and the lattice material 31 is assembled by providing a notch 51 in each of the lattice materials 31 and 3. The cutouts 51 formed in the vertical lattice material 31 are alternately formed on the front and back sides so that the cutouts 51 are not formed on the same surface.

本発明の耐震補強壁の正面図。The front view of the earthquake-proof reinforcement wall of this invention. 実施例の木枠とガラスの取り合いの詳細図。The detailed figure of the wooden frame and glass arrangement of an Example. 実施例の土台及び桁への取付詳細図。Detailed view of mounting on base and girder of embodiment. 実施例の格子材の交差部の詳細図。The detailed drawing of the crossing part of the lattice material of an example. 従来のガラスを使用した耐震補強の斜視図及び一部詳細。A perspective view and some details of seismic reinforcement using conventional glass.

符号の説明Explanation of symbols

1 ガラス
2 縦枠材
3、31 格子材
4 桁
5 土台
10、11 押え縁
1 Glass 2 Vertical frame material 3, 31 Grid material 4 Girder 5 Base 10, 11 Presser edge

Claims (3)

木材に切欠を設けて組み立てた格子枠に強化ガラスを嵌め込んだ耐震補強壁であって、格子枠の木材が米松であり、格子枠が変形した際にガラスが破壊せずに格子枠にめり込むようにしてあり、かつ、壁の上部及び/または下部には、構造用合板を固定して強化してある耐震壁。 Seismic reinforcement wall in which tempered glass is fitted into a lattice frame assembled with cutouts in wood, and the wood of the lattice frame is Yonematsu, and when the lattice frame is deformed, the glass is not broken and sunk into the lattice frame A seismic wall that is reinforced by fixing structural plywood at the top and / or bottom of the wall. 請求項1において、格子枠に一対の押え縁を設け、押え縁の間の空間にガラスを挿通することにより強化ガラスを格子枠に固定してある耐震壁。 The earthquake-resistant wall according to claim 1, wherein the lattice frame is provided with a pair of pressing edges, and the tempered glass is fixed to the grating frame by inserting the glass into a space between the pressing edges. 請求項1〜2のいずれかにおいて、強化ガラスの角部を除き、ガラスと格子枠の間に樹脂が充填してある耐震壁。 The earthquake-resistant wall according to any one of claims 1 and 2, wherein a resin is filled between the glass and the lattice frame except for corner portions of the tempered glass.
JP2005212772A 2005-07-22 2005-07-22 Glass lattice shear wall Expired - Fee Related JP4498240B2 (en)

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Families Citing this family (9)

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JP5498048B2 (en) * 2009-04-08 2014-05-21 株式会社Tis&Partners Surface glass fixing structure and wall structure
JP5922345B2 (en) * 2010-06-08 2016-05-24 株式会社日本ハウスホールディングス Face lattice wall structure and wooden building
CN107165311B (en) * 2017-04-09 2019-08-09 北京工业大学 Prefabricated T-shaped thermal insulation wall with lead pipe-coarse sand energy dissipation and shock absorption key and its method
CN107119819B (en) * 2017-04-09 2019-06-07 北京工业大学 Assembled external thermal insulation L shape combined wall and the practice with energy-dissipating and shock-absorbing key
CN106948511B (en) * 2017-04-09 2019-05-03 北京工业大学 A cross-shaped sandwich thermal insulation composite wall with energy dissipation and shock absorption keys and its method
CN107165303B (en) * 2017-04-09 2020-06-16 北京工业大学 External heat preservation type cross-shaped composite wall with lead pipe-coarse sand energy dissipation and shock absorption keys and manufacturing method
CN107460968B (en) * 2017-04-09 2020-06-19 北京工业大学 Manufacturing method of sandwich heat-preservation in-line composite wall with lead pipe-coarse sand energy dissipation and shock absorption keys
CN107119820B (en) * 2017-04-09 2019-06-14 北京工业大学 Assembled L-shaped thermal insulation wall with lead pipe-coarse sand energy dissipation and shock absorption key and its method
CN107119814B (en) * 2017-04-09 2019-05-03 北京工业大学 External thermal insulation in-line composite wall with lead pipe-coarse sand energy dissipation and shock absorption key and its method

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