JP2717504B2 - Building construction methods and bracing plates - Google Patents
Building construction methods and bracing platesInfo
- Publication number
- JP2717504B2 JP2717504B2 JP9815494A JP9815494A JP2717504B2 JP 2717504 B2 JP2717504 B2 JP 2717504B2 JP 9815494 A JP9815494 A JP 9815494A JP 9815494 A JP9815494 A JP 9815494A JP 2717504 B2 JP2717504 B2 JP 2717504B2
- Authority
- JP
- Japan
- Prior art keywords
- base
- fixing
- bolt
- nut
- insertion hole
- 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.)
- Expired - Lifetime
Links
Landscapes
- Foundations (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は木造住宅等の建物の施工
方法および筋違プレートに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a building such as a wooden house and a bracing plate.
【０００２】[0002]
【従来の技術】従来、木造住宅等の建物の土台はコンク
リートで形成された基礎と、この基礎に所定間隔で埋設
された土台本体を固定するための複数本のアンーカボル
トと、この複数本のアンカーボルトが挿入される、ボル
ト挿入孔が形成された土台本体と、前記アンカーボルト
にそれぞれ螺合され前記土台本体を締付け固定する固定
ナットとで構成され、該土台の土台本体の上部に柱、胴
差、桁等を組立てて上棟を施工した後、上棟の上部に屋
根を取付けて建物を施工していた。2. Description of the Related Art Conventionally, the foundation of a wooden house or the like is a foundation formed of concrete, a plurality of anchor bolts for fixing a foundation body buried at a predetermined interval on the foundation, and a plurality of anchors. A base body in which a bolt insertion hole is formed, into which a bolt is inserted, and a fixing nut screwed into each of the anchor bolts to fasten and fix the base body, wherein a pillar and a body are provided above the base body of the base. After assembling the difference and the girder, the upper building was constructed, and then the roof was attached to the upper part of the upper building to construct the building.
【０００３】[0003]
【本発明が解決しようとする課題】従来の建物の施工で
は基礎の上面を水平になるように加工しなければなら
ず、この基礎の上面を水平にする作業がヌキ板を水平面
に設置し、充填したモルタルをコテで丁寧に撫付けて行
なう方法や、レベルモルタルなるものを用いる方法があ
るが、前者は正確な水平面が得られず、作業に手数がか
かり、硬化するまでに長時間かかるという欠点があっ
た。また、後者は表面張力で水平面に加工するものであ
るが、水のような帳面張力が得られず、正確な水平面が
得られないとともに、硬化するまでに長時間かかるとい
う欠点があった。また、土台の土台本体と、この土台本
体の上部に設置される上棟との接続強度が弱く、十分な
耐震強度が得られないという欠点があった。[Problems to be Solved by the Invention] In the conventional construction of a building, the upper surface of the foundation must be machined so as to be horizontal. There is a method of carefully patting the filled mortar with a trowel or a method using a level mortar, but the former can not obtain an accurate horizontal surface, it takes time to work, and it takes a long time to cure There were drawbacks. In the latter method, a horizontal surface is processed by surface tension. However, there is a drawback that a book surface tension like water cannot be obtained, an accurate horizontal surface cannot be obtained, and it takes a long time to cure. In addition, the connection strength between the base body of the base and the upper building installed on the top of the base body is weak, and there is a disadvantage that sufficient earthquake resistance cannot be obtained.
【０００４】本発明は以上のような従来の欠点に鑑み、
簡単な作業で短時間に土台本体を正確な水平面に設置す
ることができるとともに、楽な作業で筋違を取付けるこ
とができ土台と上棟とを強固に接続して、木造３階建て
住宅でも十分な強度と、耐震強度が得られる建物の施工
方法を提供することを目的としている。The present invention has been made in view of the above-mentioned conventional drawbacks,
The base body can be installed on an accurate horizontal surface in a short time with simple work, and the bracing can be installed with easy work. The base and the upper wing are firmly connected, and a wooden three-story house is sufficient. It is an object of the present invention to provide a construction method of a building that can achieve high strength and earthquake resistance.
【０００５】本発明の前記ならびにそのほかの目的と新
規な特徴は次の説明を添付図面と照し合せて読むと、よ
り完全に明らかになるであろう。ただし、図面はもっぱ
ら解説のためのものであって、本発明の範囲を限定する
ものではない。The above and other objects and novel features of the present invention will become more fully apparent when the following description is read in conjunction with the accompanying drawings. However, the drawings are for explanation only, and do not limit the scope of the present invention.
【０００６】[0006]
【課題を解決するための手段】上記目的を達成するため
に、本発明は基礎を形成する基礎形成工程と、この基礎
形成工程時に該基礎の上部に水平状態で土台本体を固定
支持することのできる高さ調整ナットおよび固定ナット
を螺合させることのできる複数本の土台用アンカーボル
トを所定間隔で埋設する土台用アンカーボルト埋設工程
と、基礎に埋設された複数本の土台用アンカーボルトに
それぞれ螺合させた高さ調整ナットを土台本体を水平に
支持できる位置に水平器を用いてセットする高さ調整ナ
ット位置決め工程と、この高さ調整ナット位置決め工程
を経た後、土台本体のボルト挿入孔内に前記土台用アン
カーボルトをそれぞれ挿入して高さ調整ナットに支持さ
せるとともに、該土台用アンカーボルトにそれぞれ固定
ナットを螺合させて土台本体を固定する土台本体固定工
程と、この土台本体固定工程後に前記複数本の土台用ア
ンカーボルトの上端部にそれぞれ長ナットを介して木骨
ボルトを接続し、該木骨ボルトに螺合されるナットによ
って柱に胴差や桁を固定するとともに、柱と胴差や桁と
の角部を固定する金属材製の筋違プレートを木骨ボルト
に取付けながら上棟を施工する上棟施工工程と、この上
棟施工工程後にあらかじめ仕上げ状態に組付けられた屋
根を吊上げ、前記上棟の上部に取付け固定する屋根取付
け工程とで建物の施工方法を構成している。また、本発
明は金属材で形成された一方が柱に木ネジ等で固定さ
れ、他方が土台本体、胴差あるいは桁に木ネジ等で固定
される木ネジ等の挿入孔を有するＬ字状の取付け板と、
このＬ字状の取付け板の中央部寄りの部位の内側面に固
定された木材製の筋違を木ネジ等で固定することができ
る木ネジ等の挿入孔を有する筋違支持板と、この筋違支
持板に沿うように木骨ボルトが位置するように前記Ｌ字
状の取付け板の角部寄りの部位に形成されたボルト挿入
孔と、前記筋違支持板に形成された金属材製の筋違の端
部を支持するボルト挿入孔を有する支持部とで筋違プレ
ートを構成している。In order to achieve the above object, the present invention provides a foundation forming step for forming a foundation, and a step of fixing and supporting a base body in a horizontal state on an upper portion of the foundation during the foundation forming step. The base anchor bolt embedding process of embedding a plurality of base anchor bolts that can screw the height adjustment nut and the fixing nut at predetermined intervals, and the plurality of base anchor bolts embedded in the foundation, respectively. A height adjustment nut positioning step of setting the screwed height adjustment nut at a position where the base body can be supported horizontally by using a leveler, and after this height adjustment nut positioning step, a bolt insertion hole of the base body is passed. The base anchor bolts are respectively inserted into the base anchor bolts and supported by height adjusting nuts, and fixing nuts are screwed into the base anchor bolts, respectively. A base body fixing step of fixing the base body, and after this base body fixing step, a wooden bone bolt is connected to an upper end of each of the plurality of base anchor bolts via a long nut, and a nut screwed to the wooden bone bolt. The upper ridge construction process of fixing the body gap and girder to the pillar, and attaching the metal bracing plate to the wooden frame bolts to fix the corner between the pillar and the body gap and girder, and this upper ridge construction A roof mounting process in which a roof previously assembled in a finished state is lifted after the process, and the roof is mounted and fixed on an upper portion of the upper building, constitutes a building construction method. The present invention also provides an L-shape having an insertion hole made of a metal material, one of which is fixed to a pillar with a wood screw or the like, and the other is fixed to a base body, a body difference or a girder with a wood screw or the like. Mounting plate,
A bracing support plate having an insertion hole such as a wood screw capable of fixing a wood bracing fixed to an inner surface of a portion near the center of the L-shaped mounting plate with a wood screw or the like; A bolt insertion hole formed at a position near a corner of the L-shaped mounting plate so that the timber bolt is positioned along the braced support plate; and a metal material formed on the braced support plate. A supporting plate having a bolt insertion hole for supporting an end of the bracing constitutes a bracing plate.
【０００７】[0007]
【作用】上記のように構成された建物の施工方法は、水
平器で土台用アンカーボルトに螺合された高さ調整ナッ
トの位置を同一面に位置させ、土台本体を確実に水平に
設置させるとともに、複数個の土台用アンカーボルトと
上棟の胴差や桁にナットによって固定される木骨ボルト
が長ナットによって固定され、一体化された状態とな
る。木骨ボルトに取付けられた金属材製の筋違プレート
によって柱に胴差や桁を固定するとともに、筋違を該筋
違プレートを用いて楽に取付けることができる。According to the construction method of the building constructed as described above, the position of the height adjustment nut screwed to the anchor bolt for the base with the leveler is located on the same plane, and the base body is securely installed horizontally. At the same time, the plurality of anchor bolts for the base and the timber bolts fixed by nuts to the body difference and the girder of the upper ridge are fixed by long nuts, and become an integrated state. The bracing and the girder can be fixed to the pillar by the metal bracing plate attached to the timber bolts, and the bracing can be easily attached using the bracing plate.
【０００８】[0008]
【本発明の実施例】以下、図面に示す実施例により、本
発明を詳細に説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings.
【０００９】図１ないし図２２の本発明の第１の実施例
において、１は基礎２を形成する基礎形成工程で、この
基礎形成工程１はコンクリート枠３内に鉄筋等を配置
し、コンクリートを流し込む従来と同様な作業によって
行なう。In the first embodiment of the present invention shown in FIGS. 1 to 22, reference numeral 1 denotes a foundation forming step for forming a foundation 2, and this foundation forming step 1 comprises placing a reinforcing bar or the like in a concrete frame 3 and placing concrete. This is performed by the same operation as in the past.
【００１０】５は前記基礎形成工程１時に、基礎２の上
部に水平状態で土台本体６を固定支持することができる
ように、図２および図３に示すように所定間隔で基礎２
に土台用アンカーボルト９を埋設する土台用アンカーボ
ルト埋設工程で、この土台用アンカーボルト埋設工程５
は、基礎２の鉄筋等に針金等を用いて固定したり、ある
いは基礎２を形成するコンクリート枠３の上部に吊下げ
状態に支持したりして基礎２内に埋設したり、あるいは
コンクリトー打込み後に土台用アンカーボルト９をコン
クリトーに差込んで埋設してもよい。[0010] As shown in FIGS. 2 and 3, the base 5 is provided at predetermined intervals as shown in FIGS. 2 and 3 so that the base body 6 can be fixedly supported on the base 2 in a horizontal state at the time of the base forming step 1.
In the base anchor bolt burying step of burying the base anchor bolt 9 in the base, the base anchor bolt burying step 5 is performed.
Is buried in the foundation 2 by being fixed to a reinforcing bar or the like of the foundation 2 using a wire or the like, or supported in a suspended state on the upper part of the concrete frame 3 forming the foundation 2, or concrete is cast. The anchor bolt 9 for a base may be inserted and buried in the concrete later later.
【００１１】この基礎２内に埋設される土台用アンカー
ボルト９は図４および図５に示すように、前記基礎２内
に埋設されるＵ字状の土台用アンカーボルト本体１０
と、この土台用アンカーボルト本体１０の上部に突出さ
れた土台本体６を締付け固定できる該土台本体６の高さ
寸法よりも長いねじ部１１と、このねじ部１１と螺合さ
れる高さ調整ナット１２および固定ナット１３とから構
成されている。As shown in FIGS. 4 and 5, the anchor bolt 9 for the base buried in the foundation 2 is a U-shaped anchor bolt body 10 for the base buried in the foundation 2 as shown in FIGS.
A screw portion 11 longer than the height of the base body 6 capable of tightening and fixing the base body 6 protruding from the upper portion of the base anchor bolt body 10, and a height adjustment screwed with the screw portion 11 It is composed of a nut 12 and a fixed nut 13.
【００１２】１４は前記基礎２に埋設された複数本の土
台用アンカーボルト９にそれぞれ螺合された高さ調整ナ
ット１２を図６に示すように、水平器１５を用いて同一
平面になるようにセットする高さ調整ナット位置決め工
程で、この高さ調整ナット位置決め工程１４では座金４
を介して高さ調整ナット１２に支持され、かつ土台用ア
ンカーボルト９のねじ部１１が挿入される支持部材１６
が下部に設けられたスケール１７を用いて行なう。A height adjusting nut 12 screwed to a plurality of base anchor bolts 9 buried in the foundation 2 is coplanar with a leveling device 15 as shown in FIG. In the height adjustment nut positioning step to be set to the
A support member 16 supported by the height adjustment nut 12 through the base member and into which the threaded portion 11 of the anchor bolt 9 for the base is inserted.
Is performed using a scale 17 provided below.
【００１３】また、図７に示すように土台用アンカーボ
ルト９のねじ部１１と螺合する支持部材１６Ａが下部に
設けられたスケール１７Ａを用い、水平器１５でスケー
ル１７Ａの０点が位置するようにスケール１７Ａを回転
させて上下移動させ、０点が一致したところで土台用ア
ンカーボルト９のねじ部１１にスプレー塗料を塗布し、
ねじ部１１よりスケール１７Ａの支持部材１６Ａを外し
た後、高さ調整ナット１２をねじ部１１に螺合させ、塗
料の塗布したところまでねじ込んで、すべての高さ調整
ナット１２を同一水平面に位置させてもよい。Further, as shown in FIG. 7, a scale 17A provided with a support member 16A provided at a lower portion to be screwed with the screw portion 11 of the anchor bolt 9 for the base is used. The scale 17A is rotated and moved up and down as described above, and spray paint is applied to the threaded portion 11 of the anchor bolt 9 for the base when the zero point matches.
After removing the support member 16A of the scale 17A from the screw portion 11, the height adjusting nut 12 is screwed into the screw portion 11 and screwed up to the place where the paint is applied, so that all the height adjusting nuts 12 are positioned on the same horizontal plane. May be.
【００１４】なお、この高さ調整ナット位置決め工程１
４前、あるいは該高さ調整ナット位置決め工程１４で、
土台用アンカーボルト９を正確な垂直状態にする作業を
行なう。この作業は支持部材１６あるいは支持部材１６
Ａを用いて行なうと容易にできる。The height adjusting nut positioning step 1
4 before or in the height adjustment nut positioning step 14,
An operation for accurately setting the anchor bolt 9 for the base to a vertical state is performed. This operation is performed by the support member 16 or the support member 16.
A can be easily achieved by using A.
【００１５】１８は前記高さ調整ナット位置決め工程１
４後に、図８および図９に示すように土台本体６のボル
ト挿入孔１９内に土台用アンカーボルト９のねじ部１１
を挿入し、座金４を介して高さ調整ナット１２に土台本
体６を支持させるとともに、ねじ部１１に座金４を介し
て固定ナット１３をそれぞれ螺合させて締付ける土台本
体固定工程で、この土台本体固定工程１８で固定された
土台本体６は高さ調整ナット１２の位置によって正確な
水平面となっている。Reference numeral 18 denotes the height adjusting nut positioning step 1
4, the screw portion 11 of the anchor bolt 9 for the base is inserted into the bolt insertion hole 19 of the base body 6 as shown in FIGS.
Is inserted, and the base body 6 is supported by the height adjustment nut 12 via the washer 4, and the fixing nut 13 is screwed into the screw portion 11 via the washer 4 to tighten the base body 6. The base body 6 fixed in the main body fixing step 18 has an accurate horizontal plane depending on the position of the height adjustment nut 12.
【００１６】２０は高さ調整ナット１２の周囲に必要に
応じて行なうモルタル２１を塗布したり、あるいは充填
するモルタル塗布工程で、このモルタル塗布工程２２は
図１０に示すように、土台本体固定工程１８後に高さ調
整ナット１２の周囲にモルタル２１を塗布したり、ある
いは図１１に示すように前記高さ調整ナット位置決め工
程１４後に高さ調整ナット１２の周囲にモルタル２１を
塗布し、高さ調整ナット１２の廻り止めや発錆を防止す
るために行なうものである。Reference numeral 20 denotes a mortar application step of applying or filling a mortar 21 around the height adjusting nut 12 as necessary. The mortar application step 22 is a step of fixing the base body as shown in FIG. The mortar 21 is applied around the height adjusting nut 12 after 18 or the mortar 21 is applied around the height adjusting nut 12 after the height adjusting nut positioning step 14 as shown in FIG. This is performed to prevent the nut 12 from turning and preventing rust.
【００１７】２２は前記土台本体固定工程１８後、ある
いは前記モルタル塗布工程２０後に前記土台本体６上
に、図１２に示すように上棟２３を施工する上棟施工工
程で、この上棟施工工程２２は前記土台本体６上に複数
本の柱２４、胴差２５、桁２６を取付けるとともに、前
記複数本の土台用アンカーボルト９の上端部にそれぞれ
長ナット２７を介して木骨ボルト２８を螺合接続し、該
木骨ボルト２８を前記胴差２５および桁２６に形成され
た木骨ボルト挿入孔２９、２９をそれぞれ貫通させ木骨
ボルト２８に螺合された胴差位置決めナット３０、胴差
固定ナット３１、桁位置決めナット３２および桁固定ナ
ット３３で固定する。Reference numeral 22 denotes an upper ridge construction step for constructing an upper ridge 23 on the foundation body 6 after the base body fixing step 18 or after the mortar coating step 20 as shown in FIG. A plurality of pillars 24, a gap 25, and a girder 26 are mounted on the base body 6, and a timber bolt 28 is screw-connected to an upper end of the plurality of base anchor bolts 9 via a long nut 27. The wooden frame bolt 28 penetrates through the wooden frame bolt insertion holes 29, 29 formed in the body gap 25 and the girder 26, and is screwed into the wooden frame bolt 28, the body gap fixing nut 31, the girder positioning nut, and the like. 32 and a girder fixing nut 33.
【００１８】なお、前記胴差２５および桁２６に形成さ
れた木骨ボルト挿入孔２９、２９には、図１３に示すよ
うに胴差２５および桁２６の締付け損害を防止するため
の金属材製のスリーブ３４が取付けられている。The timber bolt insertion holes 29, 29 formed in the body gap 25 and the girder 26 are made of metal material to prevent tightening damage of the body gap 25 and the girder 26 as shown in FIG. A sleeve 34 is attached.
【００１９】また、前記土台本体６、胴差２５および桁
２６と前記柱２４との角部には前記木骨ボルト２８がそ
れぞれ貫通する金属材製の筋違プレート２５が固定さ
れ、対向する該筋違プレート３５、３５には木材製の筋
違３７と、ターンバックル３６を用いた金属材製の筋違
３７Ａが取付けられている。A metal bracing plate 25 through which the timber bolt 28 penetrates is fixed to the corners of the base body 6, the body gap 25, the girder 26 and the column 24, and the bracing plates 25 facing each other are provided. Wood braces 37 and metal braces 37A using turnbuckles 36 are attached to the bracing plates 35,35.
【００２０】前記筋違プレート３５は図１４ないし図２
０に示すように、一方が柱２４に木ネジ５２等で固定さ
れ、他方が前記土台本体６、胴差２５あるいは桁２６に
木ネジ５２等で固定される木ネジ等の挿入孔５３、５３
が形成されたＬ字状の取付け板５４と、このＬ字状の取
付け板５４の中央部寄りの部位の内側面に溶接等で固定
された木材製の筋違３７を木ネジ５２等で固定すること
ができる木ネジ等の挿入孔５５を有する筋違支持板５６
と、この筋違支持板５６に沿うように木骨ボルト２８が
位置するように前記Ｌ字状の取付け板５４の角部寄りの
部位に形成されたボルト挿入孔５７と、このボルト挿入
孔５７寄りの部位の前記筋違支持板５６に形成された前
記木骨ボルト２８と螺合する長ナット２７が位置される
透孔５８と、前記筋違支持板５６に溶接等によって固定
された前記金属材製の筋違３７Ａの端部を支持するボル
ト挿入孔５９を有する支持部６０とで構成されている。The bracing plate 35 is shown in FIGS.
As shown in FIG. 0, one of the holes is fixed to the column 24 with a wood screw 52 or the like, and the other is fixed to the base body 6, the body gap 25 or the girder 26 with the wood screw 52 or the like.
An L-shaped mounting plate 54 having a groove formed thereon, and a wood bracing 37 fixed to the inner side surface of the L-shaped mounting plate 54 near the center by welding or the like are fixed with wood screws 52 or the like. Bracing support plate 56 having an insertion hole 55 such as a wood screw
A bolt insertion hole 57 formed near the corner of the L-shaped mounting plate 54 so that the timber bolt 28 is positioned along the bracing support plate 56; A through hole 58 in which the long nut 27 to be screwed with the timber bolt 28 formed in the braced support plate 56 at the position is located, and the metal material fixed to the braced support plate 56 by welding or the like. And a support portion 60 having a bolt insertion hole 59 for supporting the end of the bracing 37A.
【００２１】３８は前記上棟施工工程２２後にあらかじ
め設定された土台本体６の上部で、図２１に示すように
仕上げ状態で組付けられる屋根組付け工程３９Ａを経た
屋根３９を図２２に示すようにクレーン４０で吊上げ、
前記上棟２３の上部に取付け固定する屋根取付け工程
で、この屋根取付け工程３８は前記土台本体６の上部で
屋根用桁４１、束４２、母屋４３、タルキ４４、野地４
５、軒天上４６、破風４７等の屋根本体４８を組立てる
とともに、この屋根本体４８に取付けられた瓦、トタ
ン、カラーベスト等の屋根材４９を取付けて屋根３９を
組立てる。この組立てられた屋根３９を上棟２３の桁２
６と屋根３９の屋根用桁４１とを複数本のボルト５０、
ナット５１で締付け固定することにより取付ける。Numeral 38 denotes an upper portion of the base body 6 which has been set in advance after the upper ridge construction step 22, and a roof 39 having undergone a roof assembling step 39A which is assembled in a finished state as shown in FIG. 21 as shown in FIG. Lifted by crane 40,
In the roof mounting step of mounting and fixing on the upper part of the upper ridge 23, the roof mounting step 38 includes a roof girder 41, a bundle 42, a purlin 43, a tark 44, a field 4
5. While assembling the roof main body 48 such as the eaves sky 46 and the gable 47, the roof 39 is assembled by attaching the roof material 49 such as a tile, a tin, and a color vest attached to the roof main body 48. This assembled roof 39 is connected to the girder 2 of the upper building 23.
6 and the roof girder 41 of the roof 39, a plurality of bolts 50,
It is attached by tightening and fixing with a nut 51.
【００２２】このような方法で建物を施工することによ
り、土台７の土台本体６の上面を容易に水平状態にする
ことができるとともに、高い所で屋根材４９を取付けた
りする作業が不要で、安全で楽に効率よく行なうことが
できる。By constructing a building in such a manner, the upper surface of the base body 6 of the base 7 can be easily made horizontal, and the work of mounting the roofing material 49 at a high place is unnecessary. It is safe, easy and efficient.
【００２３】[0023]
【本発明の異なる実施例】次に図２３ないし図５４に示
す本発明の異なる実施例につき説明する。なお、これら
の本発明の異なる実施例の説明に当って、前記本発明の
第１の実施例と同一構成部分には同一符号を付して重複
する説明を省略する。Next, different embodiments of the present invention shown in FIGS. 23 to 54 will be described. In the description of the different embodiments of the present invention, the same components as those of the first embodiment of the present invention are denoted by the same reference numerals, and redundant description will be omitted.
【００２４】図２３ないし図３０の本発明の第２の実施
例において、前記本発明の第１の実施例と主に異なる点
は上棟施工工程２２Ａで、この上棟施工工程２２Ａは図
２５ないし図３０に示す筋違プレート３５Ａを用いて行
なう。この筋違プレート３５Ａは筋違支持板５６のほぼ
中央部にプレスで台形状の突起部６１を形成し、該突起
部６１の中央部にボルト挿入孔５９を形成した支持部６
０Ａを設けている。このように形成された筋違プレート
３５Ａを用いても、前記本発明の第１の実施例と同様な
作用効果が得られる。In the second embodiment of the present invention shown in FIGS. 23 to 30, the main different point from the first embodiment of the present invention is an upper ridge construction step 22A. This is performed using a bracing plate 35A shown in FIG. This bracing plate 35A has a trapezoidal projection 61 formed at the approximate center of the bracing support plate 56 by pressing, and a support portion 6 having a bolt insertion hole 59 formed at the center of the projection 61.
0A is provided. Even with the bracing plate 35A formed in this manner, the same operation and effect as those of the first embodiment of the present invention can be obtained.
【００２５】図３１ないし図３８の本発明の第３の実施
例において、前記本発明の第１の実施例と主に異なる点
は上棟施工工程２２Ｂで、この上棟施工工程２２Ｂは図
３３ないし図３８に示す筋違プレート３５Ｂを用いて行
なう。この筋違プレート３５Ｂは筋違支持板５６のほぼ
中央部にコ字状の切欠部６２を形成し、該コ字状の切欠
部６２で形成された舌片６３にボルト挿入孔５９を形成
して起し、支持部６０Ｂを形成している。このように形
成された筋違プレート３５Ｂを用いても、前記本発明の
第１の実施例と同様な作用効果が得られる。In the third embodiment of the present invention shown in FIGS. 31 to 38, the main different point from the first embodiment of the present invention is an upper ridge construction step 22B. 38 using a bracing plate 35B. This bracing plate 35B has a U-shaped notch 62 formed substantially at the center of the bracing support plate 56, and a tongue 63 formed by the U-shaped notch 62 has a bolt insertion hole 59 formed therein. To form the support portion 60B. Even with the bracing plate 35B formed in this manner, the same operation and effect as those of the first embodiment of the present invention can be obtained.
【００２６】図３９ないし図４６の本発明の第４の実施
例において、前記本発明の第１の実施例と主に異なる点
は上棟施工工程２２Ｃで、この上棟施工工程２２Ｃは図
４１ないし図４６に示す筋違プレート３５Ｃを用いて行
なう。この筋違プレート３５Ｃは筋違支持板５６の先端
部寄りの部位にＵ字状の切欠部６４を形成し、該Ｕ字状
の切欠部６４で形成された舌片６５にボルト挿入孔５９
を形成し、根元部をクランク状に折り曲げて支持部６０
Ｃを形成している。このように形成された筋違プレート
３５Ｃを用いても、前記本発明の第１の実施例と同様な
作用効果が得られる。In the fourth embodiment of the present invention shown in FIGS. 39 to 46, the main difference from the first embodiment of the present invention is an upper ridge construction step 22C. This is performed using a bracing plate 35C shown at 46. This bracing plate 35C has a U-shaped notch 64 at a position near the tip of the bracing support plate 56, and a tongue piece 65 formed by the U-shaped notch 64 has a bolt insertion hole 59.
Is formed, and the root portion is bent into a crank shape to form the support portion 60.
C is formed. Even with the bracing plate 35C formed in this way, the same operation and effect as those of the first embodiment of the present invention can be obtained.
【００２７】図４７ないし図５４の本発明の第５の実施
例において、前記本発明の第１の実施例と主に異なる点
は上棟施工工程２２Ｄで、この上棟施工工程２２Ｄは図
４９ないし図５４に示す筋違プレート３５Ｄを用いて行
なう。この筋違プレート３５Ｄは筋違支持板５６に金属
材製の筋違３７Ａをボルト６６、ナット６７で固定する
角孔状あるいは丸孔状のボルト挿入孔５９を形成した支
持部６０Ｄを設けている。このように形成した筋違プレ
ート３５Ｄを用いても、前記本発明の第１の実施例と同
様な作用効果が得られる。In the fifth embodiment of the present invention shown in FIGS. 47 to 54, the main different point from the first embodiment of the present invention is an upper ridge construction step 22D. This is performed using a bracing plate 35D shown in FIG. The bracing plate 35D has a bracing support plate 56 provided with a support portion 60D in which a square hole or round hole bolt insertion hole 59 for fixing a metal bracing 37A with a bolt 66 and a nut 67 is provided. . Using the bracing plate 35D formed in this manner, the same operation and effect as those of the first embodiment of the present invention can be obtained.
【００２８】[0028]
【本発明の効果】以上の説明から明らかなように、本発
明にあっては次に列挙する効果が得られる。As is apparent from the above description, the following effects can be obtained in the present invention.
【００２９】（１）基礎を形成する基礎形成工程と、こ
の基礎形成工程時に該基礎の上部に水平状態で土台本体
を固定支持することのできる高さ調整ナットおよび固定
ナットを螺合させることのできる複数本の土台用アンカ
ーボルトを所定間隔で埋設する土台用アンカーボルト埋
設工程と、基礎に埋設された複数本の土台用アンカーボ
ルトにそれぞれ螺合させた高さ調整ナットを土台本体を
水平に支持できる位置に水平器を用いてセットする高さ
調整ナット位置決め工程と、この高さ調整ナット位置決
め工程を経た後、土台本体のボルト挿入孔内に前記土台
用アンカーボルトをそれぞれ挿入して高さ調整ナットに
支持させるとともに、該土台用アンカーボルトにそれぞ
れ固定ナットを螺合させて土台本体を固定する土台本体
固定工程と、この土台本体固定工程後に前記複数本の土
台用アンカーボルトの上端部にそれぞれ長ナットを介し
て木骨ボルトを接続し、該木骨ボルトに螺合されるナッ
トによって柱に胴差や桁を固定するとともに、柱と胴差
や桁との角部を固定する金属材製の筋違プレートを木骨
ボルトに取付けながら上棟を施工する上棟施工工程と、
この上棟施工工程後にあらかじめ仕上げ状態に組付けら
れた屋根を吊上げ、前記上棟の上部に取付け固定する屋
根取付け工程とからなるので、基礎の上面を水平面に仕
上げる手数やコストのかかる作業が不要な概略的な水平
面仕上げでよく、基礎を簡単に形成することができる。(1) A foundation forming step of forming a foundation, and a height adjusting nut and a fixing nut capable of fixing and supporting the base body in a horizontal state on the foundation during the foundation forming step. An anchor bolt laying process for laying a plurality of anchor bolts for the base at predetermined intervals, and a height adjustment nut screwed to each of the anchor bolts for the base buried in the foundation to level the base body. After the height adjustment nut positioning step of setting using a leveling device at a position where it can be supported, and after this height adjustment nut positioning step, insert the base anchor bolts into the bolt insertion holes of the base body, respectively, and set the height. A base body fixing step of fixing the base body by screwing fixing nuts to the base anchor bolts while supporting the adjustment nut, A wooden frame bolt is connected to the upper end of each of the plurality of base anchor bolts via a long nut after the base body fixing step, and a trunk and a girder are fixed to the column by a nut screwed to the wooden frame bolt, An upper building construction process of constructing an upper building while attaching metal bracing plates that fix the corners of pillars, body differences and girders to wooden frame bolts,
After the upper building construction process, the roof is assembled in advance in a finished state, and the roof is mounted and fixed to the upper part of the upper building.This eliminates the need for labor and costly work to finish the upper surface of the foundation in a horizontal plane. The base can be easily formed with a simple horizontal surface finish.
【００３０】（２）前記（１）によって、土台用アンカ
ーボルトと長ナットを介して上棟の胴差や桁に固定され
る木骨ボルトが一体化されているので、土台本体と上棟
との接続強度が強く、木造３階建ての住宅でも十分な強
度と、耐震強度が得られる。(2) According to the above (1), the wooden frame bolt fixed to the body difference and the girder of the upper building via the anchor bolt for the base and the long nut is integrated, so that the connection strength between the base body and the upper ridge. It is strong enough to provide sufficient strength and seismic resistance even for a three-story wooden house.
【００３１】（３）前記（１）によって、水平器を用い
て土台用アンカーボルトに螺合させた高さ調整ナットを
同一水平面に位置させることにより、土台本体を正確に
水平面に位置固定することができる。(3) According to the above (1), the height adjusting nut screwed to the anchor bolt for the base is positioned on the same horizontal plane by using the leveler, so that the base main body is accurately fixed on the horizontal plane. Can be.
【００３２】（４）前記（１）によって、上棟施工工程
で金属材製の筋違プレートを用いているので、筋違を容
易に取付けることができるとともに、柱と胴差や桁との
角部を強固に固定することができる。また、筋違プレー
トが木骨ボルトに螺合される長ナットの座金となり、胴
差や桁の損傷を効率よく防止することができる。(4) According to the above (1), the bracing plate made of metal material is used in the upper building construction process, so that the bracing can be easily attached, and the corners between the columns and the girder or the girder. Can be firmly fixed. In addition, the bracing plate serves as a washer for the long nut screwed into the timber bolt, so that it is possible to efficiently prevent a body gap and a girder from being damaged.
【００３３】（５）請求項２、３は前記（４）と同様な
効果が得られる。(5) Claims 2 and 3 have the same effect as (4).
【図１】本発明の第１の実施例を示す工程図。FIG. 1 is a process chart showing a first embodiment of the present invention.
【図２】土台用アンカーボルト埋設工程の説明図。FIG. 2 is an explanatory view of a base anchor bolt embedding step.
【図３】図２の３−３線に沿う断面図。FIG. 3 is a sectional view taken along line 3-3 in FIG. 2;
【図４】土台用アンカーボルトの正面図。FIG. 4 is a front view of a base anchor bolt.
【図５】土台用アンカーボルトの平面図。FIG. 5 is a plan view of a base anchor bolt.
【図６】高さ調整ナット位置決め工程の説明図。FIG. 6 is an explanatory view of a height adjusting nut positioning step.
【図７】高さ調整ナット位置決め工程の異なる説明図。FIG. 7 is a different explanatory view of a height adjusting nut positioning step.
【図８】土台本体固定工程の説明図。FIG. 8 is an explanatory view of a base body fixing step.
【図９】図８の９−９線に沿う断面図。FIG. 9 is a sectional view taken along lines 9-9 in FIG. 8;
【図１０】モルタル塗布工程の説明図。FIG. 10 is an explanatory view of a mortar application step.
【図１１】モルタル塗布工程の異なる説明図。FIG. 11 is a different explanatory view of a mortar application step.
【図１２】上棟施工工程の説明図。FIG. 12 is an explanatory diagram of an upper building construction process.
【図１３】木骨ボルトと胴差あるいは桁の取付け状態の
説明図。FIG. 13 is an explanatory view of a mounting state of a wooden bone bolt and a body difference or a girder.
【図１４】筋違プレートの正面図。FIG. 14 is a front view of a bracing plate.
【図１５】筋違プレートの平面図。FIG. 15 is a plan view of a bracing plate.
【図１６】筋違プレートの背面図。FIG. 16 is a rear view of the bracing plate.
【図１７】筋違プレートの底面図。FIG. 17 is a bottom view of a bracing plate.
【図１８】筋違プレートの右側面図。FIG. 18 is a right side view of the bracing plate.
【図１９】筋違プレートの左側面図。FIG. 19 is a left side view of the bracing plate.
【図２０】筋違プレートの取付状態の説明図。FIG. 20 is an explanatory diagram of a mounting state of a bracing plate.
【図２１】屋根の組立て工程の説明図。FIG. 21 is an explanatory diagram of a roof assembling process.
【図２２】屋根の取付け状態の説明図。FIG. 22 is an explanatory diagram of a mounted state of a roof.
【図２３】本発明の第２の実施例を示す工程図。FIG. 23 is a process chart showing a second embodiment of the present invention.
【図２４】本発明の第２の実施例の上棟施工工程の説明
図。FIG. 24 is an explanatory diagram of an upper building construction process of the second embodiment of the present invention.
【図２５】本発明の第２の実施例の筋違プレートの正面
図。FIG. 25 is a front view of a bracing plate according to a second embodiment of the present invention.
【図２６】本発明の第２の実施例の筋違プレートの平面
図。FIG. 26 is a plan view of a bracing plate according to a second embodiment of the present invention.
【図２７】本発明の第２の実施例の筋違プレートの背面
図。FIG. 27 is a rear view of a bracing plate according to a second embodiment of the present invention.
【図２８】本発明の第２の実施例の筋違プレートの底面
図。FIG. 28 is a bottom view of the bracing plate according to the second embodiment of the present invention.
【図２９】本発明の第２の実施例の筋違プレートの右側
面図。FIG. 29 is a right side view of a bracing plate according to a second embodiment of the present invention.
【図３０】本発明の第２の実施例の筋違プレートの左側
面図。FIG. 30 is a left side view of a bracing plate according to a second embodiment of the present invention.
【図３１】本発明の第３の実施例を示す工程図。FIG. 31 is a process chart showing a third embodiment of the present invention.
【図３２】本発明の第３の実施例の上棟施工工程の説明
図。FIG. 32 is an explanatory diagram of an upper building construction process according to the third embodiment of the present invention.
【図３３】本発明の第３の実施例の筋違プレートの正面
図。FIG. 33 is a front view of a bracing plate according to a third embodiment of the present invention.
【図３４】本発明の第３の実施例の筋違プレートの平面
図。FIG. 34 is a plan view of a bracing plate according to a third embodiment of the present invention.
【図３５】本発明の第３の実施例の筋違プレートの背面
図。FIG. 35 is a rear view of a bracing plate according to a third embodiment of the present invention.
【図３６】本発明の第３の実施例の筋違プレートの底面
図。FIG. 36 is a bottom view of a bracing plate according to a third embodiment of the present invention.
【図３７】本発明の第３の実施例の筋違プレートの右側
面図。FIG. 37 is a right side view of a bracing plate according to a third embodiment of the present invention.
【図３８】本発明の第３の実施例の筋違プレートの左側
面図。FIG. 38 is a left side view of a bracing plate according to a third embodiment of the present invention.
【図３９】本発明の第４の実施例を示す工程図。FIG. 39 is a process chart showing a fourth embodiment of the present invention.
【図４０】本発明の第４の実施例の上棟施工工程の説明
図。FIG. 40 is an explanatory diagram of an upper building construction step of the fourth embodiment of the present invention.
【図４１】本発明の第４の実施例の筋違プレートの正面
図。FIG. 41 is a front view of a bracing plate according to a fourth embodiment of the present invention.
【図４２】本発明の第４の実施例の筋違プレートの平面
図。FIG. 42 is a plan view of a bracing plate according to a fourth embodiment of the present invention.
【図４３】本発明の第４の実施例の筋違プレートの背面
図。FIG. 43 is a rear view of a bracing plate according to a fourth embodiment of the present invention.
【図４４】本発明の第４の実施例の筋違プレートの底面
図。FIG. 44 is a bottom view of a bracing plate according to a fourth embodiment of the present invention.
【図４５】本発明の第４の実施例の筋違プレートの右側
面図。FIG. 45 is a right side view of a bracing plate according to a fourth embodiment of the present invention.
【図４６】本発明の第４の実施例の筋違プレートの左側
面図。FIG. 46 is a left side view of a bracing plate according to a fourth embodiment of the present invention.
【図４７】本発明の第５の実施例を示す工程図。FIG. 47 is a process chart showing a fifth embodiment of the present invention.
【図４８】本発明の第５の実施例の上棟施工工程の説明
図。FIG. 48 is an explanatory diagram of an upper building construction step of the fifth embodiment of the present invention.
【図４９】本発明の第５の実施例の筋違プレートの正面
図。FIG. 49 is a front view of a bracing plate according to a fifth embodiment of the present invention.
【図５０】本発明の第５の実施例の筋違プレートの平面
図。FIG. 50 is a plan view of a bracing plate according to a fifth embodiment of the present invention.
【図５１】本発明の第５の実施例の筋違プレートの背面
図。FIG. 51 is a rear view of a bracing plate according to a fifth embodiment of the present invention.
【図５２】本発明の第５の実施例の筋違プレートの底面
図。FIG. 52 is a bottom view of a bracing plate according to a fifth embodiment of the present invention.
【図５３】本発明の第５の実施例の筋違プレートの右側
面図。FIG. 53 is a right side view of a bracing plate according to a fifth embodiment of the present invention.
【図５４】本発明の第５の実施例の筋違プレートの左側
面図。FIG. 54 is a left side view of a bracing plate according to a fifth embodiment of the present invention.
【符号の説明】 １：基礎形成工程、 ２：基礎、３：コ
ンクリトー枠、 ４：座金、５：土台用ア
ンカーボルト埋設工程、６：土台本体、７：土台、
９：土台用アンカーボルト、１
０：土台用アンカーボルト本体、 １１：ネジ部、１
２：高さ調整ナット、 １３：固定ナット、
１４：高さ調整ナット位置決め工程、１５：水平器、１
６、１６Ａ：支持部材、 １７、１７Ａ：スケ
ール、１８：土台本体固定工程、 １９：ボル
ト挿入孔、２０：モルタル塗布工程、 ２１：
モルタル、２２、２２Ａ〜２２Ｄ：上棟施工工程、２
３、２３Ａ、２３Ｂ：上棟、 ２４：柱、２５：胴
差、 ２６：桁、２７：長ナッ
ト、 ２８：木骨ボルト、２９：木骨
ボルト挿入孔、 ３０：胴差位置決めナット、
３１：胴差固定ナット、 ３２：桁位置決め
ナット、３３：桁固定ナット、 ３４：ス
リーブ、３５、３５Ａ〜３５Ｄ：筋違プレート、３６：
ターンバックル、 ３７：木材製の筋違、３
７Ａ：金属材製の筋違、 ３８：屋根取付け工
程、３９：屋根、 ３９Ａ：屋根
組み付け工程、４０：クレーン、 ４
１：屋根用桁、４２：束、 ４
３：母屋、４４：タルキ、 ４５：
野地、４６：軒天上、 ４７：破
風、４８：屋根本体、 ４９：屋根
材、５０：ボルト、 ５１：ナッ
ト、５２：木ネジ、 ５３：木ネジ
等の挿入孔、５４：Ｌ字状の取付け板、 ５
５：木ネジ等の挿入孔、５６：筋違支持板、
５７：ボルト挿入孔、５８：透孔、
５９：ボルト挿入孔、６０、６０Ａ、６０
Ｂ、６０Ｃ：支持部、６１：突起部、
６２：コ字状の切欠部、６３：舌片、
６４：Ｕ字状の切欠部、６５：舌片、
６６：ボルト、６７：ナット。[Description of Signs] 1: Foundation forming process, 2: Foundation, 3: Concrete frame, 4: Washer, 5: Anchor bolt burying process for base, 6: Base body, 7: Base,
9: base anchor bolts, 1
0: base anchor bolt body, 11: screw part, 1
2: Height adjusting nut, 13: Fixed nut,
14: height adjustment nut positioning process, 15: leveler, 1
6, 16A: support member, 17, 17A: scale, 18: base body fixing step, 19: bolt insertion hole, 20: mortar coating step, 21:
Mortar, 22, 22A-22D: Upper building construction process, 2
3, 23A, 23B: upper ridge, 24: pillar, 25: trunk difference, 26: girder, 27: long nut, 28: timber bone bolt, 29: timber bolt insertion hole, 30: trunk difference positioning nut,
31: body difference fixing nut, 32: girder positioning nut, 33: girder fixing nut, 34: sleeve, 35, 35A to 35D: bracing plate, 36:
Turnbuckle, 37: wood bracing, 3
7A: metal braid, 38: roof installation process, 39: roof, 39A: roof assembly process, 40: crane, 4
1: roof girder, 42: bundle, 4
3: Main building, 44: Taruki, 45:
Noji, 46: eaves on the top, 47: gable, 48: roof body, 49: roof material, 50: bolt, 51: nut, 52: wood screw, 53: insertion hole for wood screw, etc., 54: L-shaped mounting Board, 5
5: insertion holes for wood screws, etc., 56: bracing support plate,
57: bolt insertion hole, 58: through hole,
59: bolt insertion hole, 60, 60A, 60
B, 60C: support, 61: protrusion,
62: U-shaped notch, 63: tongue,
64: U-shaped notch, 65: tongue,
66: bolt, 67: nut.
Claims (3)
礎形成工程時に該基礎の上部に水平状態で土台本体を固
定支持することのできる高さ調整ナットおよび固定ナッ
トを螺合させることのできる複数本の土台用アンカーボ
ルトを所定間隔で埋設する土台用アンカーボルト埋設工
程と、基礎に埋設された複数本の土台用アンカーボルト
にそれぞれ螺合させた高さ調整ナットを土台本体を水平
に支持できる位置に水平器を用いてセットする高さ調整
ナット位置決め工程と、この高さ調整ナット位置決め工
程を経た後、土台本体のボルト挿入孔内に前記土台用ア
ンカーボルトをそれぞれ挿入して高さ調整ナットに支持
させるとともに、該土台用アンカーボルトにそれぞれ固
定ナットを螺合させて土台本体を固定する土台本体固定
工程と、この土台本体固定工程後に前記複数本の土台用
アンカーボルトの上端部にそれぞれ長ナットを介して木
骨ボルトを接続し、該木骨ボルトに螺合されるナットに
よって柱に胴差や桁を固定するとともに、柱と胴差や桁
との角部を固定する金属材製の筋違プレートを木骨ボル
トに取付けながら上棟を施工する上棟施工工程と、この
上棟施工工程後にあらかじめ仕上げ状態に組付けられた
屋根を吊上げ、前記上棟の上部に取付け固定する屋根取
付け工程とを含むことを特徴とする建物の施工方法。1. A foundation forming step for forming a foundation, and a height adjusting nut and a fixing nut capable of fixing and supporting a base body in a horizontal state on an upper part of the foundation during the foundation forming step. A process for embedding a plurality of anchor bolts for a base at predetermined intervals and a height adjustment nut screwed onto each of the anchor bolts for a plurality of bases buried in the foundation to horizontally support the base body. After going through a height adjustment nut positioning step of setting using a leveler at a position where it can be made, and this height adjustment nut positioning step, insert the anchor bolts for the base into the bolt insertion holes of the base body to adjust the height. A base body fixing step of fixing the base body by supporting a nut and screwing a fixing nut to each of the base anchor bolts; After the body fixing step, wooden bolts are connected to the upper end portions of the plurality of base anchor bolts via long nuts, respectively, and the body difference and the girder are fixed to the columns by the nuts screwed to the wooden bone bolts, and An upper ridge construction process in which a metal bracing plate that fixes the corners between the truss and the girder and the girder is attached to a wooden frame bolt, and an upper ridge construction process is performed. And a roof mounting step of mounting and fixing the building on the upper part of the upper building.
で固定され、他方が土台本体、胴差あるいは桁に木ネジ
等で固定される木ネジ等の挿入孔を有するＬ字状の取付
け板と、このＬ字状の取付け板の中央部寄りの部位の内
側面に固定された木材製の筋違を木ネジ等で固定するこ
とができる木ネジ等の挿入孔を有する筋違支持板と、こ
の筋違支持板に沿うように木骨ボルトが位置するように
前記Ｌ字状の取付け板の角部寄りの部位に形成されたボ
ルト挿入孔と、前記筋違支持板に形成された金属材製の
筋違の端部を支持するボルト挿入孔を有する支持部とを
備えることを特徴とする筋違プレート。2. An L-shape formed of a metal material and having an insertion hole such as a wood screw fixed to a pillar with a wood screw or the like and the other fixed to a base body, a body difference or a girder with a wood screw or the like. And an insertion hole such as a wood screw capable of fixing a wood-made bracket fixed to the inner surface of a portion near the center of the L-shaped mounting plate with a wood screw or the like. A support plate, a bolt insertion hole formed at a position near a corner of the L-shaped mounting plate such that a wooden bone bolt is positioned along the support plate, and a support hole formed in the support plate. A supporting portion having a bolt insertion hole for supporting an end of the metal material.
で固定され、他方が土台本体、胴差あるいは桁に木ネジ
等で固定される木ネジ等の挿入孔を有するＬ字状の取付
け板と、このＬ字状の取付け板の中央部寄りの部位の内
側面に固定された木材製の筋違を木ネジ等で固定するこ
とができる木ネジ等の挿入孔を有するする筋違支持板
と、この筋違支持板に沿うように木骨ボルトが位置する
ように前記Ｌ字状の取付け板の角部寄りの部位に形成さ
れたボルト挿入孔と、このボルト挿入孔寄りの部位の前
記筋違支持板に形成された前記木骨ボルトと螺合する長
ナットが位置される透孔と、前記筋違支持板に形成され
た金属材製の筋違の端部を支持するボルト挿入孔を有す
る支持部とを備えることを特徴とする筋違プレート。3. An L-shape formed of a metal material and having an insertion hole such as a wood screw fixed to a pillar with a wood screw or the like and the other fixed to a base body, a body difference or a girder with a wood screw or the like. And a stud having an insertion hole such as a wood screw capable of fixing a wood strut fixed to an inner surface of a portion near the center of the L-shaped mounting plate with a wood screw or the like. A non-support plate, a bolt insertion hole formed at a corner of the L-shaped mounting plate such that a wooden bone bolt is located along the support plate, and a portion near the bolt insertion hole. A through hole in which a long nut to be screwed with the wooden bone bolt formed in the braced support plate is inserted, and a bolt insertion for supporting an end of a metal braced formed in the braced support plate. A bracing plate comprising: a support having holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9815494A JP2717504B2 (en) | 1994-04-11 | 1994-04-11 | Building construction methods and bracing plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9815494A JP2717504B2 (en) | 1994-04-11 | 1994-04-11 | Building construction methods and bracing plates |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07279251A JPH07279251A (en) | 1995-10-24 |
| JP2717504B2 true JP2717504B2 (en) | 1998-02-18 |
Family
ID=14212242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9815494A Expired - Lifetime JP2717504B2 (en) | 1994-04-11 | 1994-04-11 | Building construction methods and bracing plates |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2717504B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760841A (en) * | 2016-12-01 | 2017-05-31 | 北京城建建设工程有限公司 | A kind of construction method of buckling restrained brace structure |
| JP7182383B2 (en) * | 2018-06-28 | 2022-12-02 | 大和ハウス工業株式会社 | Building foundation construction method |
-
1994
- 1994-04-11 JP JP9815494A patent/JP2717504B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07279251A (en) | 1995-10-24 |
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