JP2020105904A5 - - Google Patents
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- JP2020105904A5 JP2020105904A5 JP2020043863A JP2020043863A JP2020105904A5 JP 2020105904 A5 JP2020105904 A5 JP 2020105904A5 JP 2020043863 A JP2020043863 A JP 2020043863A JP 2020043863 A JP2020043863 A JP 2020043863A JP 2020105904 A5 JP2020105904 A5 JP 2020105904A5
- Authority
- JP
- Japan
- Prior art keywords
- frame
- basic frame
- seismic retrofitting
- retrofitting device
- external seismic
- 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.)
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- 238000009420 retrofitting Methods 0.000 claims 15
- 230000002265 prevention Effects 0.000 claims 5
- 229910000831 Steel Inorganic materials 0.000 claims 2
- 239000010959 steel Substances 0.000 claims 2
- 240000004282 Grewia occidentalis Species 0.000 claims 1
- 230000000875 corresponding Effects 0.000 claims 1
- 239000003973 paint Substances 0.000 claims 1
- 238000004381 surface treatment Methods 0.000 claims 1
Claims (7)
前記上部基本フレーム及び前記下部基本フレームはそれぞれ、建物の支柱に固定可能に構成された左右の竪枠と、前記左右の竪枠に接続されて建物の梁又は土台に固定可能に構成された上部枠及び下部枠と、前記左右の竪枠と上部枠及び下部枠とで構成された枠部の四隅に筋交いを固定するプレートと、を備え、 The upper basic frame and the lower basic frame are the left and right vertical frames that can be fixed to the pillars of the building, and the upper parts that are connected to the left and right vertical frames and can be fixed to the beams or the base of the building, respectively. It is provided with a frame and a lower frame, and plates for fixing braces at the four corners of a frame portion composed of the left and right vertical frames and the upper frame and the lower frame.
前記つなぎパーツは、前記外付耐震補強装置を前記建物に設置したときに、前記上部基本フレームと前記下部基本フレームとの間に介在させ、前記上部基本フレームの前記下部枠と前記下部基本フレームの前記上部枠とを上下方向に接続可能な高さ寸法を有する When the external seismic retrofitting device is installed in the building, the connecting parts are interposed between the upper basic frame and the lower basic frame, and the lower frame of the upper basic frame and the lower basic frame It has a height dimension that can be connected to the upper frame in the vertical direction.
ことを特徴とする外付耐震補強装置。An external seismic retrofitting device characterized by this.
前記箱型構造体の幅は、前記上部基本フレーム及び前記下部基本フレームの幅の約三分の一であり、 The width of the box-shaped structure is about one-third of the width of the upper basic frame and the lower basic frame.
前記つなぎパーツを２つ含み、前記２つのつなぎパーツはそれぞれ、前記上部基本フレームと前記下部基本フレームの左竪枠側及び右竪枠側に接続される The two connecting parts are included, and the two connecting parts are connected to the upper basic frame and the left vertical frame side and the right vertical frame side of the lower basic frame, respectively.
ことを特徴とする請求項１に記載の外付耐震補強装置。The external seismic retrofitting device according to claim 1.
ことを特徴とする請求項１又は２に記載の外付耐震補強装置。The external seismic retrofitting device according to claim 1 or 2.
前記上部基本フレーム及び前記下部基本フレームの前記上部枠及び下部枠は、前記建物の隣り合う前記支柱から前記支柱までの長さの山形鋼からなる The upper basic frame and the upper frame and the lower frame of the lower basic frame are made of angle steel having a length from the adjacent column of the building to the column.
ことを特徴とする請求項１乃至３のいずれか１項に記載の外付耐震補強装置。The external seismic retrofitting device according to any one of claims 1 to 3, wherein the external seismic retrofitting device.
ことを特徴とする請求項１乃至４のいずれか１項に記載の外付耐震補強装置。The external seismic retrofitting device according to any one of claims 1 to 4, wherein the external seismic retrofitting device.
前記建物の前記基礎部分に前記引抜防止板を固定する第１工程と、 The first step of fixing the pull-out prevention plate to the foundation portion of the building, and
前記基礎部分に固定された前記引抜防止板の上に前記下部基本フレームを載置し、当該下部基本フレームを第１固定手段により前記引抜防止板に固定するとともに、第２固定手段により前記支柱及び前記土台に固定する第２工程と、 The lower basic frame is placed on the pull-out prevention plate fixed to the foundation portion, the lower basic frame is fixed to the pull-out prevention plate by the first fixing means, and the support column and the support are fixed by the second fixing means. The second step of fixing to the base and
前記下部基本フレームの上に前記建物に応じて選択された高さ寸法を有する前記つなぎパーツを第３固定手段により固定する第３工程と、 A third step of fixing the connecting part having a height dimension selected according to the building on the lower basic frame by a third fixing means, and
前記つなぎパーツの上に前記上部基本フレームを載置し、前記上部基本フレームの下部枠と前記つなぎパーツとを第４固定手段により連結固定するとともに、前記上部基本フレームの前記竪枠及び前記上部枠を前記支柱及び前記梁に第５の固定手段により固定する第４工程と、 The upper basic frame is placed on the connecting parts, and the lower frame of the upper basic frame and the connecting parts are connected and fixed by a fourth fixing means, and the vertical frame and the upper frame of the upper basic frame are connected and fixed. In the fourth step of fixing the support to the support and the beam by the fifth fixing means,
を含むことを特徴とする外付耐震補強装置の設置方法。A method of installing an external seismic retrofitting device, which comprises.
前記コンパネの上部にサイディングボード、タイル、又は軽カル板を貼り、その上部に適宜形状の雨押さえを設置して防水処理を行う、或いは、ラスカット下地を貼ってその上部を塗装する表面処理を行う第６工程と、を含む A siding board, tile, or light calf board is pasted on the upper part of the control panel, and a rain retainer of an appropriate shape is installed on the upper part to perform waterproof treatment, or a lath cut base is pasted and a surface treatment is performed to paint the upper part. Including the sixth step
ことを特徴とする請求項６に記載の外付耐震補強装置の設置方法。The method for installing an external seismic retrofitting device according to claim 6, wherein the external seismic retrofitting device is provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2020043863A JP7100378B2 (en) | 2020-03-13 | 2020-03-13 | Height-adjustable external seismic retrofitting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2020043863A JP7100378B2 (en) | 2020-03-13 | 2020-03-13 | Height-adjustable external seismic retrofitting device |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2018001910U Continuation JP3218142U (en) | 2018-05-09 | 2018-05-09 | External seismic reinforcement device with adjustable height |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| JP2020105904A JP2020105904A (en) | 2020-07-09 |
| JP2020105904A5 true JP2020105904A5 (en) | 2021-08-05 |
| JP7100378B2 JP7100378B2 (en) | 2022-07-13 |
Family
ID=71448596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2020043863A Active JP7100378B2 (en) | 2020-03-13 | 2020-03-13 | Height-adjustable external seismic retrofitting device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP7100378B2 (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2750833B2 (en) * | 1995-06-22 | 1998-05-13 | 株式会社ストック | House with earthquake-resistant evacuation room |
| JP2003064806A (en) * | 2001-08-22 | 2003-03-05 | Sekisui House Ltd | Structure of bearing wall and built-in construction method therefor |
| JP5518017B2 (en) * | 2004-07-09 | 2014-06-11 | ジェイ建築システム株式会社 | Seismic frame at the opening of a wooden building |
| JP3135115U (en) * | 2007-06-05 | 2007-09-06 | 悦夫 小口 | External seismic reinforcement device |
| JP5002569B2 (en) * | 2008-10-30 | 2012-08-15 | 三井ホーム株式会社 | Gate-type frame structure of a wooden building |
| JP3165034U (en) * | 2010-06-14 | 2011-01-06 | 徳雄 松岡 | Building seismic reinforcement reinforcement method |
| CN104727570B (en) * | 2015-04-08 | 2017-08-11 | 山东工艺美术学院 | A kind of multilayer, high-rise steel structure Lateral Resistant System and bearing capacity computation method |
-
2020
- 2020-03-13 JP JP2020043863A patent/JP7100378B2/en active Active
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