JP3815477B2 - Housing material joint structure - Google Patents

Housing material joint structure Download PDF

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JP3815477B2
JP3815477B2 JP2004023051A JP2004023051A JP3815477B2 JP 3815477 B2 JP3815477 B2 JP 3815477B2 JP 2004023051 A JP2004023051 A JP 2004023051A JP 2004023051 A JP2004023051 A JP 2004023051A JP 3815477 B2 JP3815477 B2 JP 3815477B2
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brace
floor
ministry
wooden
hardware
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亨 坂居
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株式会社 坂居一級建築士設計事務所
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Description

本発明は、例えば木造建築物軸組工法の直下型地震に用いられる耐震金物の一つに、コンクリート6に埋設されたアンカーボルト5と引き寄せ金物2が柱8に使用され、土台緊結金物1とターンバクル10付き筋かい材3および建設省告示第1460号同等の引寄せ平板金物4が耐力壁を造るによって住宅を耐震等級3(数百年に一度程度に発生する地震による力の1.5倍の力に対して倒壊、崩壊、損傷生じない程度)と壁断熱材厚さ100mmの住宅建築を可能にすることを特徴とする住宅部材の接合構造。 In the present invention, for example, one of earthquake-resistant hardware used for a direct earthquake of a wooden building frame construction method, anchor bolts 5 and attracting hardware 2 embedded in concrete 6 are used for pillars 8, and base-bound metal 1 and The brace 3 with the turnbuckle 10 and the pulling flat metal fitting 4 equivalent to the Ministry of Construction Notification No. 1460 builds the bearing wall to make the house earthquake resistant class 3 (1.5 times the force of the earthquake that occurs once every several hundred years) In contrast, a housing structure having a wall insulation material thickness of 100 mm is possible.

「木造住宅用接合金物の使い方」発行 財団法人日本住宅・木材技術センター、発行日 平成13年6月木造建築物の構造耐力上主要な部分である継手又は仕口は、平成12年建設省告示第1460号に対応した木造用接合金物を、現場で取り付け使用しなければならなくなった上記金物の規格は(財)日本住宅・木材技術センターが承認しているZマーク金物として、厳重な検査を受けて市場に販売されている。しかし、筋かいの材質が木材に対応した接合金物のみである。Issuance of “How to use wooden fittings for wooden houses” Japan Housing and Wood Technology Center, date of issue June 2001 Joints or joints, which are the main structural strength of wooden buildings, are announced by the Ministry of Construction in 2000 The above-mentioned hardware standards that require mounting and use of wooden fittings that correspond to No. 1460 must be strictly inspected as Z-mark hardware approved by the Japan Housing and Wood Technology Center. Received and sold to the market. However, the brace material is only the joint hardware corresponding to the wood.

「必携・住宅の品質確保の促進等に関する法律」改訂版2001 発行 財団法人ベターリビング、発行日平成13年8月24日住宅の品質確保の促進等に関する法律が平成11年6月23日公布され、告示日本住宅性能表示基準・評価基準が平成14年4月施行された。この基準をもとに表示事項の内 1-1耐震等級(構造躯体の倒壊等防止)1-2耐震等級(構造躯体の損傷防止)1-3耐風等級(構造躯体の倒壊等防止及び損傷防止)1-4耐積雪等級(構造躯体の倒壊等防止及び損傷防止)5-1省エネルギー対策など、等級を高めるには、従来と異なる接合構造が求められている"Law on Promotion of Ensuring Quality of Essentials and Housing" Revised 2001 issued Better Living Foundation, issued on August 24, 2001 A law on promotion of ensuring quality of houses was promulgated on June 23, 1999, Notification Japan housing performance display standards and evaluation standards came into effect in April 2002. Based on this standard, display items include 1-1 earthquake-resistant grade (preventing collapse of structural enclosure) 1-2 earthquake-resistant grade (preventing damage to structural enclosure) 1-3 wind-resistant grade (preventing collapse and prevention of structural enclosure) ) 1-4 Snow resistance rating (Preventing collapse and prevention of structural frame) 5-1 Energy saving measures, etc. In order to improve the grade, a different joint structure is required.

特開2003-176541 基礎工事を行う際に、基礎に埋設されるアンカーボルトを簡単に且正確にスケールなしで位置決めガイドできるとともに、使用後に生物破壊できるアンカーガイド及びその製造方法を提供する。[Patent Document 1] JP 2003-176541 A Provided is an anchor guide that can easily and accurately position and guide an anchor bolt embedded in a foundation without a scale when performing foundation work, and that can biodestruct after use, and a method for manufacturing the anchor guide.

特許願 2003-294240 提出日平成15年8月18日木造住宅軸組み接合部に、引き寄せ金物の16ミリボルトよりの断面欠損を減少させるひら板接合金物と製造方法。Patent application 2003-294240 Date of submission: August 18, 2003 A method of manufacturing a slat plate joint and a manufacturing method for reducing cross-sectional defects from 16 millivolts of the squeeze hardware to the wooden house frame joint.

建築基準法施行令第42条と告示第1460号にて木造住宅基礎に12mmのアンカーボルトと16mmアンカーボルト5の異なった径、2種類の設置作業を強いられている。 Article 42 of the Building Standards Law Enforcement Ordinance and Notification No. 1460 are forcing two types of installation work for 12 mm anchor bolts and 16 mm anchor bolts 5 on wooden house foundations.

12mmアンカーボルトは、埋設本数が多数のためコンクリート6打設直後に埋め込む(田植え)ことが多々あり、田植えアンカーボルトは引抜強度不足に陥り易い。 Since 12mm anchor bolts are embedded in large numbers, they are often embedded (rice planting) immediately after the concrete 6 is placed.

告示第1460号によって16mmアンカーボルトの設置は在来工法木造住宅の1戸の基礎に10本から20本必要となりましたが、その設置には職人3人が1日以上掛かるために現在は、埋設する現場がいまだ少なく法律違反の状況です。 According to Notification No. 1460, installation of 16mm anchor bolts was required from 10 to 20 on the foundation of a traditional wooden house, but since it takes more than one day for the installation of three craftsmen, There are still few sites to bury and it is a violation of the law.

さらに、引寄せ金物の本数が少ないと、平成十二年建設省告示第1653号に規制されている床の傾斜を3/1000未満にするのが苦労する。   Furthermore, if the number of attracted hardware is small, it will be difficult to make the floor slope regulated by the Ministry of Construction Notification No. 1653 in 2000 to be less than 3/1000.

外壁に、木製筋かい90ミリ×45ミリの部材をたすき掛けに施工しては30mm以上の断熱材を入れること柱8に断熱材を張る以外はできない。 A wooden brace of 90 mm x 45 mm is placed on the outer wall, and a heat insulating material of 30 mm or more can be put in place, except for attaching a heat insulating material to the pillar 8.

木製筋かいは、粘性が少ないため阪神淡路地震時の加速度800ガル以上では破断することがその後の実験にて検証されている。 It has been verified in subsequent experiments that wooden braces break at an acceleration of 800 gal or more during the Hanshin-Awaji earthquake due to their low viscosity.

本発明に係る前記課題は、下記住宅部材の接合構造によって解消される。 The said subject which concerns on this invention is eliminated by the junction structure of the following housing member.

コンクリート基礎(6)に固定するアンカーボルト(5)によって、柱の引き寄せ金物(2)と
土台緊結金物(1)が土台(7)に固定されてあると共に、前記土台緊結金物は、側面形状が逆への字形であって水平部分はアンカーボルト(5)に緊結されて、立上り部分に筋かい材(3)が止めてあることを特徴とする住宅部材の接合構造。
The anchor bolt (5) fixed to the concrete foundation (6) fixes the column attracting metal (2) and the base metal fitting (1) to the base (7). A structure for joining house members, which is shaped like an inverted shape, with the horizontal part fastened to the anchor bolt (5) and the brace (3) fastened to the rising part.

土台緊結金物1にターンバックル10付筋かい材3の片方を接合させ、他の方を接合仕口にあっては、建設省告示第1460号同等の引き寄せ平板金物4を上階の隣柱脚にスクリュービス11等によって固定する。同様の方法にてターンバックル付筋かい材(3)をX字状に取付けられて強固な耐震壁が形成される住宅部材の接合構造。   If one side of the brace 3 with the turnbuckle 10 is joined to the base fastening hardware 1 and the other is at the joint, the pulling flat hardware 4 equivalent to the Ministry of Construction Notification No. 1460 is attached to the upper column Secure with screws 11 etc. A joint structure for housing members, in which a brace with turnbuckle (3) is attached in an X shape in the same way to form a strong earthquake-resistant wall.

木造住宅において基礎部分6のアンカーボルト5から隣柱脚(2階)の建設省告示第1460号同等の引寄せ平板金物4をターンバックル10付筋かい材3により引き寄せ、上の上の階(3階) 建設省告示第1460号同等の引き寄せ平板金物4の柱脚をターンバックル付筋かい材3により引き寄せ、さらに最上階の横臥材9に取付けた建設省告示第1460号同等の引き寄せ平板金物4をターンバックル付すじかい材3により引き寄せることは、建設省告示第1460号にある横臥材9を縦に径16mmボルトによる貫通作業に比較すると、柱8および横臥材9の断面欠損が少ない、1.2.3.階を通した耐震壁の1体化は容易である。 In a wooden house, pull the flat metal fitting 4 equivalent to the Ministry of Construction Notification No. 1460 of the adjacent column base (2nd floor) from the anchor bolt 5 of the foundation part 6 with the brace 3 with the turnbuckle 10, and the upper floor ( 3rd floor) Pulling metal plate 4 equivalent to the Ministry of Construction Notification No. 1460 is pulled by the brace 3 with a turnbuckle, and is attached to the horizontal brace 9 on the top floor. Pulling 4 with the stiffener 3 with a turnbuckle means that the cross section of the pillar 8 and the side brace material 9 is less when compared to the penetration work with the 16 mm diameter bolt of the horizontal side material 9 in Ministry of Construction Notification No. 1460, 1.2.3. Building a seismic wall through the floor is easy.

建設省告示第1460号同等の引寄せ平板金物4と柱頭とのスクリュービス11等による緊結は、1階ターンバックル付筋かい材3に均等に引張力を掛け、次に2階.3階のターンバックル付筋かい材3に引張力かけてのち行う。 Tightening with the screw screw 11 etc. between the pulling flat metal plate 4 equivalent to the Ministry of Construction Notification No. 1460 and the head of the capital, etc. Perform after applying tensile force to the brace 3 with turnbuckle.

前記作業は、平成十二年建設省告示第1653号住宅紛争処理の参考となるべき技術基準に壁又は柱の傾斜をレベル1( 3/1000未満)にすることは簡単に可能である。 In the above work, it is easy to set the slope of the wall or pillar to Level 1 (less than 3/1000) according to the technical standards that should be used as reference for the settlement of the Ministry of Construction No. 1653 Housing Dispute.

以下、図1〜図4を参照して本発明に係る木造住宅部材接合構造の実施形態を説明する。   Hereinafter, an embodiment of a wooden house member joining structure according to the present invention will be described with reference to FIGS.

図1は木造3階建の外壁の軸組図の一例である。本実施形態は、強固でありシンプルであることは職人の作業効率はよく、安価で安心な建築物を社会に提供できる住宅部材の接合構造。 FIG. 1 is an example of a frame diagram of a three-story wooden outer wall. The present embodiment is a joint structure for housing members that is strong and simple and has a high work efficiency for craftsmen and can provide a cheap and safe building to society.

図2は、1階柱脚部分の接合詳細図の1例である。径16mmアンカーボルトは、地上に露出された部分は全ねじにすることによって引き寄せ金物2によって柱8を引き寄せ、さらに、土台緊結金物1と筋かい材3およびターンバックルに接合されている住宅部材の接合構造。 FIG. 2 is an example of a detailed connection diagram of the first-floor column base part. The 16mm diameter anchor bolt is made up of a screw that pulls the pillar 8 by the pulling hardware 2 by making the exposed part of the ground the whole screw, and further, the base fastening hardware 1, the brace material 3 and the turnbuckle Junction structure.

図3は、2階3階(中間階)の接合詳細図の1例である。建設省告示第1460号同等の引き寄せ平板金物4を上の階の柱脚にスクリュービス等で接合後、下の階の筋かい3にターンバックル11により引張力をかけてから柱頭を接合する住宅部材の接合構造。 FIG. 3 is an example of a detailed connection diagram of the second floor and the third floor (intermediate floor). Housing where the flat metal plate 4 equivalent to the Ministry of Construction Notification No. 1460 is joined to the upper column base with screw screws etc., and then the column head is joined to the lower floor brace 3 after applying the tensile force with the turnbuckle 11 Joining structure of members.

図4は、屋上階の接合詳細図の1例である。建設省告示第1460号同等の引き寄せ平板金物4を横架材にスクリュービス11等にて接合後、上記と同様引張力を掛けてから柱頭に接合する住宅部材の接合構造。 FIG. 4 is an example of a detailed bonding diagram of the rooftop floor. Housing member joining structure in which a pulling flat metal plate 4 equivalent to the Ministry of Construction Notification No. 1460 is joined to a horizontal member with a screw screw 11 etc. and then applied to the head of the column after applying a tensile force in the same manner as above.

以上の如く、本発明に係る住宅部材の接合構造は、以下に記載されるような効果を奏する。 As described above, the joint structure for housing members according to the present invention has the following effects.

外周柱にアンカーボルト5を各2本配置することにより、引き寄せ金物2と筋かい3の同位置接合になりました。よって、筋かい材3と建設省告示第1460号同等引寄せ平板金物4は金属製品にすることにより工場生産が可能になり、現場の作業時間を大幅に軽減できる。 By placing two anchor bolts 5 on the outer column each, the attracting hardware 2 and the brace 3 are joined at the same position. Therefore, the bracing material 3 and the pulling metal plate 4 equivalent to the Ministry of Construction Notification No. 1460 can be manufactured at the factory by making them metal products, and the work time on site can be greatly reduced.

また、部材の工場生産は、耐震性の向上と現場施工精度のバラツキを無くすことができる。 Also, factory production of components can improve seismic resistance and eliminate variations in on-site construction accuracy.

さらに、住宅部材の接合構造が金属化により、保有耐力の向上と木造3階建て住宅を短時間の工期で低価格に供給できる。 In addition, the joint structure of the housing members is metallized, so it is possible to improve the holding strength and supply wooden 3-story houses at a low price in a short construction period.

そして、柱の耐引抜き力の強化は、直化型地震の被害の皆無につながる。 And strengthening the pull-out resistance of the pillars will lead to no damage from the direct earthquake.

図1は、木造3階建の外壁の軸組図の一例です。Fig. 1 is an example of a frame diagram of a three-story wooden outer wall. 図2は、1階柱脚部分の接合詳細図の一例である。FIG. 2 is an example of a detailed connection diagram of the first floor column base portion. 図3は、2階3階(中間階)の接合詳細図の一例である。FIG. 3 is an example of a detailed connection diagram of the second floor and the third floor (intermediate floor). 図4は、屋上階の接合詳細図の一例である。FIG. 4 is an example of a detailed bonding diagram of the rooftop floor.

符号の説明Explanation of symbols

1 土台緊結金物
2 引き寄せ金物
3 筋かい材
4 建設省告示第1460号同等の引き寄せ平板金物
5 アンカーボルト
6 基礎コンクリート
7 土台
8 柱
9 横架材
10 ターンバックル
11 スクリュービス穴
1 Foundation-bound metal 2 Pull-in metal 3 Brace 4 Pull-up flat metal 5 equivalent to Ministry of Construction Notification No. 1460 Anchor bolt 6 Foundation concrete 7 Base 8 Pillar 9 Horizontal member
10 Turnbuckle
11 Screw screw hole

Claims (1)

コンクリート基礎(6)に固定するアンカーボルト(5)によって、柱の引き寄せ金物(2)と
土台緊結金物(1)が土台(7)に固定されてあると共に、前記土台緊結金物は、側面形状が逆への字形であって水平部分はアンカーボルト(5)に緊結されて、立上り部分に筋かい材(3)が止めてあることを特徴とする住宅部材の接合構造。
The anchor bolt (5) fixed to the concrete foundation (6) fixes the column attracting metal (2) and the base metal fitting (1) to the base (7). A structure for joining house members, which is shaped like an inverted shape, with the horizontal part fastened to the anchor bolt (5) and the brace (3) fastened to the rising part.
JP2004023051A 2004-01-30 2004-01-30 Housing material joint structure Expired - Fee Related JP3815477B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5953147B2 (en) * 2012-07-05 2016-07-20 大成建設株式会社 Multiple ceiling structure
CN110107075B (en) * 2019-04-18 2021-04-06 中国建筑第八工程局有限公司 Large-span step-by-step cantilever inclined strut structure based on pull-up and pull-down embedded structure and construction method thereof

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