JP2011208487A - Aseismatic reinforcing method of building - Google Patents
Aseismatic reinforcing method of building Download PDFInfo
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- JP2011208487A JP2011208487A JP2010093507A JP2010093507A JP2011208487A JP 2011208487 A JP2011208487 A JP 2011208487A JP 2010093507 A JP2010093507 A JP 2010093507A JP 2010093507 A JP2010093507 A JP 2010093507A JP 2011208487 A JP2011208487 A JP 2011208487A
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この発明は地震による建物倒壊防止補強工法に関するものである。The present invention relates to a reinforcement method for preventing building collapse due to an earthquake.
従来の技術の欠点は柱・梁から金具までの長さが長く、強度不足。また、筋交いの丸棒が、いかにも弱々しく、また、デザイン的にもあまり良いとはいえない。一個建て住宅または建物が、その補強筋交いを入れる事により、簡易プレハブのごとく見栄えの悪い物になってしまっていた。 The disadvantage of the conventional technology is that the length from the pillar / beam to the metal fitting is long and the strength is insufficient. In addition, the brace bar is very weak and not very good in design. A single-storied house or building has become unsightly like a simple prefab by adding its reinforcements.
梁から金具までの長さが長く、強度不足。また、筋交いの丸棒が、いかにも弱々しく、また、デザイン的にもあまり良いとはいえない。一個建て住宅が、その補強筋交いを入れる事により、簡易プレハブのごとく見栄えの悪い住宅または建物になってしまっていた。本発明はこれらの欠点を解決する為になされたものである。 The length from the beam to the metal fitting is long and the strength is insufficient. In addition, the brace bar is very weak and not very good in design. A single-family house has become a poor-looking house or building, just like a simple prefab, due to the reinforcement reinforcement. The present invention has been made to solve these drawbacks.
筋交い入り補強フレーム(3)の固定金具(5)を柱(7)・梁(6)の外壁に穴をあけ固定する。筋交い入り補強フレーム(3)と固定金具(5)を締め付け固定する。筋交い入り補強フレーム(3)は1個から数個を積み重ねる事により、柱(7)・梁(6)とのつなぎ及び補強の筋交いとなる。本発明は以上の構成からなる建物耐震補強工法である。 A fixing bracket (5) of the reinforcing frame (3) with braces is drilled and fixed to the outer walls of the columns (7) and beams (6). Tighten and fix the bracing reinforcement frame (3) and the fixing bracket (5). The reinforcing frames (3) with braces (3) are connected to the pillars (7) and beams (6) and reinforced braces by stacking one to several frames. The present invention is a building seismic reinforcement method having the above-described configuration.
発明の効果を説明すれば、固定金具(5)の柱(7)及び梁(6)への固定が簡単であり、屋外での作業であり、工事中も生活に何も影響が無く、壁等解体も無いので、短期間の工事期間で工事も出来るし、結局安価な工法と言える。従来の工法に比べ、強度的にもアップしているし、デザイン的にも、単なる補強の筋交いでは無く、建物のデザインの一部として、優れていると言える。 The effect of the invention will be explained. The fixing of the fixing bracket (5) to the column (7) and the beam (6) is simple, it is an outdoor work, and there is no influence on the life even during construction. Since there is no equal dismantling, construction can be done in a short construction period, and it can be said that it is an inexpensive construction method. Compared to conventional construction methods, it is improved in strength, and it can be said that it is excellent as a part of the design of the building, not just the reinforcement reinforcement.
[1]発明の構造を説明すれば、筋交い入り補強フレーム(3)の固定金具(5)を柱(7)・梁(6)の外壁に穴をあけ、固定する。固定金具(5)と柱(7)・梁(6)との接触面には凹凸の加工が施され、より、密着よくし、ずれ防止がなされている。筋交い入り補強フレーム(3)と固定金具(5)を固定する。
筋交い入り補強フレーム(3)は、柱(7)・梁(6)とのつなぎ及び補強の筋交いとなる。本発明は以上の構成からなる建物耐震補強工法である。
[2]筋交い入り補強フレーム(3)は1個でも良いし、任意の個数重ねても良い。
[3]土台と基礎を一体固定する金具を、筋交い入り補強フレーム(3)で兼用一体製作し、ホールダウン対策する事も考えられる。
[4]固定金具(5)を柱(7)・梁(6)の外壁に穴をあけ、木造の場合、ビス止めまたはボルト止めする方法も考えられる。
[5]柱(7)・梁(6)が鉄骨の場合、溶接、ナッターによりボルト止めし、固定金具(5)を柱(7)・梁(6)に固定する事もできる。
[6]固定金具(5)取り付け部外壁にあけられた穴のクリアランスに雨の浸透を防ぐために、固定金具(5)と外壁クリアランス部に直接コーキング等を施工する。
[7]固定金具(5)とは別に雨水防止金具を取り付ける事もできる。
[8]本発明は、木造・鉄骨にも、それぞれ対応する固定金具(5)を使用すれば、取り付け可能だし、住宅・ビル・工場のあらゆる建物に取り付ける事ができる建物耐震補強工法である。
[9]本発明は、外部に取り付ける為に発明された物であるが、外部に取り付けられない場合は、建物内部にでも取り付ける事ができる建物耐震補強工法である。
本発明は以上のような構造で、それを工事するには、固定金具(5)を柱(7)・梁(6)の外壁に穴をあけ、固定する。筋交い入り補強フレーム(3)と固定金具(5)を締め付け固定する建物耐震補強工法である。[1] Explaining the structure of the invention, the fixing bracket (5) of the bracing reinforcement frame (3) is drilled in the outer wall of the pillar (7) / beam (6) and fixed. The contact surfaces of the fixture (5) and the pillars (7) and beams (6) are processed to have unevenness, thereby improving the adhesion and preventing the deviation. The bracing reinforcement frame (3) and the fixing bracket (5) are fixed.
The bracing reinforcement frame (3) is connected to the pillar (7) and the beam (6) and serves as a bracing for reinforcement. The present invention is a building seismic reinforcement method having the above-described configuration.
[2] The bracing reinforcement frame (3) may be one or any number may be stacked.
[3] It is also conceivable that a metal fitting for integrally fixing the base and the foundation is integrally manufactured with the bracing reinforcement frame (3) and used as a countermeasure for hole down.
[4] A method of drilling holes in the outer wall of the pillars (7) and beams (6) in the fixing bracket (5) and fixing with screws or bolts in the case of wooden construction is also conceivable.
[5] When the column (7) / beam (6) is a steel frame, the fixing bracket (5) can be fixed to the column (7) / beam (6) by welding and bolting with a nutter.
[6] Fixing bracket (5) In order to prevent rain from penetrating into the clearance of the hole formed in the outer wall of the attachment portion, caulking or the like is directly applied to the fixing bracket (5) and the outer wall clearance portion.
[7] A rainwater prevention fitting can be attached separately from the fixing fitting (5).
[8] The present invention is a building seismic reinforcement method that can be attached to wooden and steel frames by using corresponding fixing brackets (5), and can be attached to any building in a house, building, or factory.
[9] Although the present invention is an object invented to be attached to the outside, it is a building seismic reinforcement method that can be attached even inside a building when it is not attached to the outside.
The present invention is structured as described above, and in order to construct it, a fixing metal fitting (5) is made by drilling holes in the outer walls of the columns (7) and beams (6). This is a building seismic reinforcement method in which the bracing reinforcement frame (3) and the fixing bracket (5) are fastened and fixed.
1−外壁 2−外壁にあけられた穴 3−筋交い入り補強フレーム
4−筋交い入り補強フレームと固定金具の締め付けボルト
5−固定金具 6−梁 7−柱1-outer wall 2-hole drilled in outer wall 3-reinforcing reinforcement frame 4-bracing reinforcement frame and fixing bracket fastening bolt 5-fixing bracket 6-beam 7-column
Claims (1)
筋交い入り補強フレーム(3)と固定金具(5)を固定する建物耐震補強工法。A hole is made in the outer wall of the column (7) / beam (6), and the fixing bracket (5) is fixed to the column (7) / beam (6).
Seismic reinforcement method of building that fixes the bracing reinforcement frame (3) and the fixing bracket (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2010093507A JP2011208487A (en) | 2010-03-29 | 2010-03-29 | Aseismatic reinforcing method of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2010093507A JP2011208487A (en) | 2010-03-29 | 2010-03-29 | Aseismatic reinforcing method of building |
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JP2011208487A true JP2011208487A (en) | 2011-10-20 |
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JP2010093507A Pending JP2011208487A (en) | 2010-03-29 | 2010-03-29 | Aseismatic reinforcing method of building |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015028243A (en) * | 2013-07-30 | 2015-02-12 | 株式会社サトウ | Seismic strengthening device, seismic strengthening structure, earthquake-proof building, and seismic strengthening method |
JP2015151770A (en) * | 2014-02-14 | 2015-08-24 | 矢作建設工業株式会社 | Earthquake-proof structure for steel framed building |
JP2016031000A (en) * | 2014-07-30 | 2016-03-07 | 史 安麗 | Building reinforcement structure |
-
2010
- 2010-03-29 JP JP2010093507A patent/JP2011208487A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015028243A (en) * | 2013-07-30 | 2015-02-12 | 株式会社サトウ | Seismic strengthening device, seismic strengthening structure, earthquake-proof building, and seismic strengthening method |
JP2015151770A (en) * | 2014-02-14 | 2015-08-24 | 矢作建設工業株式会社 | Earthquake-proof structure for steel framed building |
JP2016031000A (en) * | 2014-07-30 | 2016-03-07 | 史 安麗 | Building reinforcement structure |
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