JP2017206941A - Aseismatic panel - Google Patents
Aseismatic panel Download PDFInfo
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- JP2017206941A JP2017206941A JP2016205549A JP2016205549A JP2017206941A JP 2017206941 A JP2017206941 A JP 2017206941A JP 2016205549 A JP2016205549 A JP 2016205549A JP 2016205549 A JP2016205549 A JP 2016205549A JP 2017206941 A JP2017206941 A JP 2017206941A
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この発明は木造軸組工法における軸組に使用するものとし構造用合板と鋼材曲げ物を一体化して使用し柱と柱,土台,梁,桁に溝を掘って取付し木造軸組構造を連続して続く地震とか強風から守る耐震軸組の耐震パネルである。 This invention shall be used for a wooden frame in a wooden frame construction method, and a structural plywood and a bent steel material are used in an integrated manner, and a wooden frame structure is continuously formed by digging and mounting columns and pillars, foundations, beams and girders. It is a seismic panel with a seismic frame that protects against the continuing earthquakes and strong winds.
従来、木造軸組工法は筋違いなどを使いN値計算をして継手、仕口には建築金物で補強をし建築確認申請を受けて施工をしていたのである。
従来、木造軸組工法は構造用合板を構造体である柱、土台、梁、桁の側面に指定の釘打ちをして建築基準法において壁倍率が設定されており壁量計算に応じた設計を行うことにより建築確認申請を受けて施工をしていたのであるが構造体の継手には建築金物で補強をしていたのである。
従来、木造在来工法は地震被害が出ると建築基準法の見直しが有り、構造用合板に釘打ちをし筋交いをして多めに強度計算をして強度を強め震度6強の地震に耐える木造軸組み工法にして施工をしていたのである。In the past, the wooden frame construction method used a difference in the N value to calculate the joints and joints, and reinforced the building hardware with construction hardware, and received construction application for construction.
Conventionally, in the wooden frame construction method, the structural plywood is designed to nail the specified nails on the side surfaces of pillars, foundations, beams, and girders, and the wall magnification is set in the Building Standards Act. However, the construction joints were reinforced with construction hardware.
Conventionally, the conventional wooden construction method has been revised in the event of earthquake damage, and the building standard law has been reviewed. Nail the plywood for construction, brace, calculate the strength more, increase the strength, and endure the earthquake with a seismic intensity of 6 or higher. It was constructed using the shaft construction method.
これは次のような弱点があった。
従来、木造軸組工法は、筋違いを入れてN値計算をし継手、仕口に建築金物を取付ける。
点付け施工なので強い地震でわずかな緩みが出来、繰り返し揺れが起きると構造体にひずみが起きる。
従来、木造軸組工法では構造用合板に指定された釘打ちであるが釘の構造合板へのめり込みや釘打ちの間隔がまばらであったり、強い地震が連続すると壁量計算に応じられない様な現象が起きることがあった。This had the following weaknesses.
Conventionally, in the wooden frame construction method, the N value is calculated with a difference, and the construction hardware is attached to the joint and joint.
Because it is a spotted construction, it can be slightly loosened by a strong earthquake, and the structure will be distorted if it shakes repeatedly.
Conventionally, in the wooden frame construction method, nailing is specified for structural plywood, but the nail penetration into the structural plywood and the interval of nailing are sparse, or if a strong earthquake continues, the wall quantity calculation cannot be accepted. A phenomenon sometimes occurred.
本発明は、木造軸組み工法に構造用合板と接続する鋼材の曲げ物を溝を掘って差し込んで構造体と一体化した耐震パネルである。 The present invention is a seismic panel integrated with a structure by digging a groove of a steel material to be connected to a structural plywood into a wooden shaft construction method.
本発明は、建て方をする時には構造材と一緒に搬入ができ、建て方に順じて進めると振れが少なく進められ施工がしやすいのである。
構造用合板は建て方をする時には、幅900mmなので軽量で扱いやすく、現場での組立施工もしやすいのである。
本発明は、構造用合板と鋼材曲げ物の加工は工場に認定制度を設けて、構造用合板、鋼材の厚さ、ビスの種類、ビス穴の間隔を検査するのでN値計算、壁量計算にも十分に対応できる耐震パネルである。The present invention can be carried in together with the structural material when building, and it can be carried out in accordance with the building method with less runout and easy construction.
When building a structural plywood, it is 900 mm wide, so it is lightweight and easy to handle, and easy to assemble on site.
In the present invention, a processing system for structural plywood and steel bent products is established at the factory, and the structural plywood, steel thickness, screw type, screw hole interval are inspected, so N value calculation and wall quantity calculation Is a seismic panel that can handle even
本発明に、係る耐震パネルは、構造用合板の凹部からなる溝に凸部材を差し込んでいるので耐震性に優れ、断熱材の施工がしやすく隙間が出来ない。
また、釘止めとは違い構造体の本材と一体化になり接地面が大きくなり安心安全な構造体を造ることができる。The seismic panel according to the present invention is excellent in seismic resistance because the convex member is inserted into the groove formed by the concave portion of the structural plywood, and it is easy to construct the heat insulating material, and no gap is formed.
In addition, unlike nails, it is integrated with the main body of the structure, and the ground contact surface becomes larger, so a safe and secure structure can be made.
この発明は105mmの柱に奥行き30mm、幅27mmの溝を掘り土台、梁、桁との間に構造用合板と鋼材の曲げ物を取り付けして全体の荷重を等分府に受ける耐震パネルにしたのである。
耐震パネルは、1枚の幅が900mmであり凹ぶと凸部の形状があり接合部に接着剤を使用するので一枚のパネルと同等の強度が発生する。
耐震パネルは、柱と垂直に取り付けられて水平であるために荷重も等分布に受けて座屈にも大きな働きをしている。
本発明は、構造用合板と鋼材曲げ物の制作加工は工場認定制度を設けて構造用合板、鋼材曲げ物の加工、ビスの点検の製品管理をする。
本発明は、耐震パネルの構造体への完全密着により一体化してN値計算、壁量計算をも大幅に超える木造軸組工法になる。Since this invention dug a 30mm depth and 27mm width groove on a 105mm pillar, and attached a structural plywood and a bent material of steel between the base, the beam, and the girder, it was made an earthquake resistant panel that receives the entire load equally. is there.
The seismic panel has a width of 900 mm and has a convex shape when indented, and an adhesive is used for the joint, so that the strength equivalent to that of one panel is generated.
The seismic panels are mounted perpendicular to the columns and are horizontal, so the load is equally distributed and plays a major role in buckling.
The present invention provides a factory certification system for the production and processing of structural plywood and steel bent products, and performs product management of structural plywood, steel bent products, and screw inspection.
The present invention is a wooden shaft construction method that is integrated by perfect adhesion to the structure of the earthquake-resistant panel and greatly exceeds N value calculation and wall quantity calculation.
1 土台
2 梁、桁
3 構造材用鋼材の曲げ物
4 内法用の鋼材曲げ物
5 構造用合板
6 間柱
7 筋交い
8 窓台
9 内法
10 木ネジDESCRIPTION OF SYMBOLS 1
Claims (5)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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JP2016106792 | 2016-05-11 | ||
JP2016106792 | 2016-05-11 |
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JP2017206941A true JP2017206941A (en) | 2017-11-24 |
JP6378732B2 JP6378732B2 (en) | 2018-08-22 |
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JP2016205549A Expired - Fee Related JP6378732B2 (en) | 2016-05-11 | 2016-09-30 | Seismic panel |
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Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4628382Y1 (en) * | 1966-05-06 | 1971-10-01 | ||
JPH0213625Y2 (en) * | 1982-11-15 | 1990-04-16 | ||
JPH0637804B2 (en) * | 1985-12-16 | 1994-05-18 | 倉真木材株式会社 | Panel member and its construction method |
JPH09144163A (en) * | 1995-11-21 | 1997-06-03 | Daiwa Hoomuzu:Kk | Building panel and building method of wooden house |
JPH09228548A (en) * | 1996-02-27 | 1997-09-02 | Nkk Corp | Anti-seismic wall of plywood and its method of formation |
JPH11141004A (en) * | 1997-11-14 | 1999-05-25 | Matsui Komuten:Kk | Heat insulating panel for building house, and house using heat insulating panel for building house |
JP2002054256A (en) * | 2000-05-31 | 2002-02-20 | Ueki House Kk | Panel body for constructing house and house |
JP2002285659A (en) * | 2001-03-23 | 2002-10-03 | Nippon Steel Corp | Bearing wall structure |
JP2002294904A (en) * | 2001-04-03 | 2002-10-09 | Ibiden Co Ltd | Wall panel, bearing wall and construction method of the bearing wall |
JP2003056117A (en) * | 2001-08-16 | 2003-02-26 | Sugimoto Kenchiku Kenkyusho:Kk | Structural panel and junction reinforcing material |
JP2007046442A (en) * | 2005-07-13 | 2007-02-22 | Sugimoto Kenchiku Kenkyusho:Kk | Vibration damping panel and vibration damping structure of building |
JP2007284867A (en) * | 2006-04-12 | 2007-11-01 | Misawa Homes Co Ltd | Reinforcing structure of building |
-
2016
- 2016-09-30 JP JP2016205549A patent/JP6378732B2/en not_active Expired - Fee Related
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4628382Y1 (en) * | 1966-05-06 | 1971-10-01 | ||
JPH0213625Y2 (en) * | 1982-11-15 | 1990-04-16 | ||
JPH0637804B2 (en) * | 1985-12-16 | 1994-05-18 | 倉真木材株式会社 | Panel member and its construction method |
JPH09144163A (en) * | 1995-11-21 | 1997-06-03 | Daiwa Hoomuzu:Kk | Building panel and building method of wooden house |
JPH09228548A (en) * | 1996-02-27 | 1997-09-02 | Nkk Corp | Anti-seismic wall of plywood and its method of formation |
JPH11141004A (en) * | 1997-11-14 | 1999-05-25 | Matsui Komuten:Kk | Heat insulating panel for building house, and house using heat insulating panel for building house |
JP2002054256A (en) * | 2000-05-31 | 2002-02-20 | Ueki House Kk | Panel body for constructing house and house |
JP2002285659A (en) * | 2001-03-23 | 2002-10-03 | Nippon Steel Corp | Bearing wall structure |
JP2002294904A (en) * | 2001-04-03 | 2002-10-09 | Ibiden Co Ltd | Wall panel, bearing wall and construction method of the bearing wall |
JP2003056117A (en) * | 2001-08-16 | 2003-02-26 | Sugimoto Kenchiku Kenkyusho:Kk | Structural panel and junction reinforcing material |
JP2007046442A (en) * | 2005-07-13 | 2007-02-22 | Sugimoto Kenchiku Kenkyusho:Kk | Vibration damping panel and vibration damping structure of building |
JP2007284867A (en) * | 2006-04-12 | 2007-11-01 | Misawa Homes Co Ltd | Reinforcing structure of building |
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JP6378732B2 (en) | 2018-08-22 |
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