JP2017206941A - Aseismatic panel - Google Patents

Aseismatic panel Download PDF

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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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panel
aseismatic
structural
construction
seismic
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JP6378732B2 (en
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久信 大本
Hisanobu Omoto
久信 大本
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Abstract

PROBLEM TO BE SOLVED: To provide an aseismatic panel in place of a nailed structural plywood that is not perfect in terms of a dent caused by the nail and inconsistent intervals between the nails, the aseismatic panel being integrated with structural lumber materials and coming in contact with a ground surface in a large surface area, in addition to being manufactured at a factory and high in density to an extent that requires installation of an air purifier on the ground, making the aseismatic panel safe and secure against an earthquake.SOLUTION: In a conventional timber framework method, architectural hardware is used with joints for reinforcement. An aseismatic panel joins a brace with a column, a groundsill, a beam, and a girder, and the architectural hardware integrates an overall structure. The configuration absorbs overall vibration even when the vibration is large, making the structure safe and secure against an earthquake.SELECTED DRAWING: Figure 1

Description

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.

軸組構造体と耐震パネルの姿図である。  It is a figure of a frame structure and a seismic panel. 軸組構造体と筋交い、耐震パネルの姿図である。  It is a figure of a seismic panel, bracing with a shaft structure. 土台、梁、桁、内法の断面図である。  It is sectional drawing of a foundation, a beam, a girder, and an internal method. 土台、内法との納まり詳細図である。  It is a detailed view of the foundation and internal law.

発明の実施するための形態BEST MODE FOR CARRYING OUT THE INVENTION

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 Base 2 Beam, Girder 3 Bending thing of steel material for structural material 4 Bending material of steel material for inner method 5 Plywood for structure 6 Spacer 7 Bracing 8 Window stand 9 Inner method 10 Wood screw

Claims (5)

建築構造材になる、土台、柱、梁、桁の横幅105mmを使用した場合は木材中心に深さ30mm、幅27mmの溝を掘って構造用合板とアルミニウム、鉄材(ユニクロメッキ)チタン合金などの曲げ物を使用として建築構造体と一体化するものである。  When using a foundation, pillar, beam, or girder width of 105 mm, which will be a building structure material, a groove with a depth of 30 mm and a width of 27 mm is dug in the center of the wood to make a structural plywood, aluminum, iron (Unichrome plating) titanium alloy, etc. It is integrated with the building structure using a bent object. 構造用木材はプレカット工場で的確な寸法に加工して耐震パネル加工工場を設けるようにして構造用合板の等級、鋼材の厚さ、ビスの種類、ビス穴の間隔などを規定内に加工する。  Structural wood is processed to the exact dimensions at the pre-cut factory and an anti-seismic panel processing factory is established, and the grade of structural plywood, steel thickness, screw type, screw hole spacing, etc. are processed within the specified range. 現場の状況構造用木材の使用場所に応じてパネル幅を加工するものとする窓台の内法に使用でき敷居、鴨居などにも強固に取付けができる。  It can be used in the interior of a window sill where the panel width is to be processed according to the location where the structural timber is used, and can be firmly attached to a sill or duck. 外部壁材と耐震パネルが二重構造になるので断熱材の施工には空間が出来るので施工が簡単である。  Since the external wall material and the earthquake resistant panel have a double structure, there is a space for the construction of the heat insulating material, so the construction is easy. 耐震パネルと柱とは水平垂直に取り付けられるので間直しなどがしなくて良く作業が少ない。  The seismic panels and columns can be mounted horizontally and vertically, so there is no need to rework and less work.
JP2016205549A 2016-05-11 2016-09-30 Seismic panel Expired - Fee Related JP6378732B2 (en)

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JP2016106792 2016-05-11
JP2016106792 2016-05-11

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JP6378732B2 JP6378732B2 (en) 2018-08-22

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Citations (12)

* Cited by examiner, † Cited by third party
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

Patent Citations (12)

* Cited by examiner, † Cited by third party
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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