JP2884401B2 - Brace connection structure and its combination with bolts and bolt row plate - Google Patents
Brace connection structure and its combination with bolts and bolt row plateInfo
- Publication number
- JP2884401B2 JP2884401B2 JP23039696A JP23039696A JP2884401B2 JP 2884401 B2 JP2884401 B2 JP 2884401B2 JP 23039696 A JP23039696 A JP 23039696A JP 23039696 A JP23039696 A JP 23039696A JP 2884401 B2 JP2884401 B2 JP 2884401B2
- Authority
- JP
- Japan
- Prior art keywords
- base
- horizontal member
- fixing plate
- plate
- bolts
- 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 - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、木造建築物におい
て、柱と横架材(梁,土台等)とで形成される方形の壁
体骨組の対角線の位置に組み入れる斜材、すなわち、筋
交いの緊結構造及びその金具とボルト列設板との組み合
わせに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a diagonal member to be installed at a diagonal position of a rectangular wall frame formed by columns and horizontal members (beams, bases, etc.) in a wooden building, that is, a brace. The present invention relates to a binding structure and a combination of the metal fitting and a bolt row plate.
【0002】[0002]
【従来の技術】木造建築物において、図8,9に示すよ
うに、筋交い1の端部2を、柱3と横架材たとえば土台
4とが形成する隅角部に取り付けるのに、その隅角部に
所要の緊結金具5を設置し、該緊結金具5の取付け壁6
に筋交い1の端部2をボルト・ナットで緊締固定するよ
うにすることは既に知られている。2. Description of the Related Art In a wooden building, as shown in FIGS. 8 and 9, an end 2 of a brace 1 is attached to a corner formed by a pillar 3 and a horizontal member 4 such as a base 4. A required fastening member 5 is installed at the corner, and a mounting wall 6 of the fastening member 5 is provided.
It is already known to fasten the end 2 of the brace 1 with bolts and nuts.
【0003】上記緊結金具5は、柱3と土台4の幅員の
中心線Lの一側半部に設置され、筋交い1の端部2を中
心線Lの他側半部に位置させるとともに、その筋交い1
の端部2の木口面(木材の繊維走行方向に交わる方向の
横断端面)2′,2″を柱3の側面と土台4の上面とに
直接接合させている。The above-mentioned tying fitting 5 is installed on one half of the center line L of the width of the column 3 and the base 4, and the end 2 of the brace 1 is positioned on the other half of the center line L. Brace 1
Of the end portion 2 (transverse end surface in the direction intersecting with the fiber running direction of the wood) 2 ', 2 "are directly joined to the side surface of the pillar 3 and the upper surface of the base 4.
【0004】[0004]
【発明が解決しようとする課題】筋交い1は、地震等に
おいて、水平力が作用する方向により圧縮力を受けたり
反対に引張力を受けたりし、そのたびに、上記木口面
2′,2″が柱3の側面と土台4の上面に対し接離また
は摺擦動作を繰り返すものである。筋交い1の木口面
2′,2″は、木材の繊維走行方向に交わる方向の横断
端面であって、木材の繊維走行方向に順方向な柱3の側
面や土台4の上面により強靭であるために、上記接また
は摺擦離動作の繰り返しにより、その柱3の側面や土台
4の上面に筋交い1の端部2が食い込む現象を生じ、筋
交い1による壁体面の水平力に対する抵抗力を低下させ
る。このことは、地震等において、当該木造建築物の揺
れが助長され、被害をもたらすおそれがあることを意味
する。The brace 1 receives a compressive force or an opposite tensile force depending on the direction in which a horizontal force acts in an earthquake or the like. Repeats the contacting / separating or rubbing operation with respect to the side surface of the pillar 3 and the upper surface of the base 4. The brace 1 has a cut end surface 2 ', 2 "which is a transverse end surface in a direction intersecting with the fiber running direction of the wood. Since the toughness is stronger due to the side surface of the pillar 3 and the upper surface of the base 4 in the forward direction of the fiber running direction of the wood, by repeating the above-mentioned contact or sliding and separating operation, the brace 1 Of the end 2 of the wall, the resistance against the horizontal force of the wall surface by the brace 1 is reduced. This means that in the event of an earthquake or the like, the swing of the wooden building is promoted and may cause damage.
【0005】そこで本発明は、筋交いの端部を、その木
口面を柱の側面や土台の上面に直接接合させることなく
当該隅角部に緊結できるようにすることにより、筋交い
が圧縮力を受けたり引張力を受けたりしても、その端部
が、柱の側面や土台の上面に食い込むようなことがな
く、地震等においても当該木造建築物の揺れが助長され
たり被害をもたらされたりすることのないようにしたも
のである。Accordingly, the present invention provides a brace which receives a compressive force by allowing the end of the brace to be tied to the corner without directly joining the opening of the brace to the side surface of the pillar or the upper surface of the base. The end of the wooden building does not bite into the side surface of the pillar or the top surface of the base even if it is subjected to a tensile force, and the shaking of the wooden building is promoted or damaged even in an earthquake or the like. It is something that has not been done.
【0006】[0006]
【課題を解決するための手段】請求項1記載の本発明筋
交い緊結構造の構成は次のとおりである。 (1) 緊結金具aが、直角折曲形状をなして一体な固定
板7,8の外面を、柱bの側面の一側半部と横架材の側
面(たとえば土台cの上面)の一側半部に当接し、横架
材の側面所定位置に形成した凹処22にボルト列設板2
1を嵌入した状態で、このボルト列設板21に植設した
複数本の緊締ボルト17…を、上記凹処22に連通する
位置に形成したボルト孔18…及び横架材の側面に当接
した固定板8に形成した透孔10…に挿通させるととも
に、柱bの所定位置に形成したボルト孔15…及びこの
柱bに当接した上記固定板7に形成した透孔9…に所要
のボルト14…を挿通させ、それらのボルト14,17
にナット16,20を各々螺合緊締することにより、上
記柱bと横架材とが区画形成する直角な隅角部に固定設
置されている。The structure of the bracing structure according to the first aspect of the present invention is as follows. (1) The tie-down fitting a is formed so that the outer surfaces of the fixed plates 7 and 8 formed in a right-angled bent shape are integrated with one half of the side surface of the column b and one side surface of the lateral member (for example, the upper surface of the base c). The bolt row plate 2 is inserted into a recess 22 which is in contact with the side half and is formed at a predetermined position on the side surface of the horizontal member.
In the state in which the bolts 1 are fitted, the plurality of tightening bolts 17 planted in the bolt row mounting plate 21 are brought into contact with the bolt holes 18 formed at positions communicating with the recesses 22 and the side surfaces of the horizontal member. Are inserted through the through holes 10 formed in the fixed plate 8 and the bolt holes 15 formed in predetermined positions of the column b and the through holes 9 formed in the fixed plate 7 in contact with the column b are required. The bolts 14 are inserted and the bolts 14, 17
The nuts 16 and 20 are screwed and tightened, respectively, so that the column b and the horizontal member are fixedly installed at a right-angled corner formed by partitioning.
【0007】(2) 上記固定板7,8の内面が上記各ナ
ット16,20の端面と面一をなし、かつ、その固定板
7,8に張設された取付け壁11が上記柱bと横架材の
中心線L上に位置し、筋交いdが、その端部の斜切木口
面23′,23″を上記緊結金具aの固定板7,8の内
面に当接させるとともに、その端部23の一方の側面を
上記取付け壁11に当接させた状態において該取付け壁
11にボルト・ナットで緊締されている。(2) The inner surfaces of the fixing plates 7 and 8 are flush with the end surfaces of the nuts 16 and 20, and the mounting wall 11 stretched over the fixing plates 7 and 8 is connected to the column b. The brace d is located on the center line L of the horizontal member, and the brace d makes the inclined cutting edge surfaces 23 ′, 23 ″ at the ends thereof abut against the inner surfaces of the fixing plates 7, 8 of the above-mentioned tying member a. When one side surface of the portion 23 is in contact with the mounting wall 11, the mounting wall 11 is tightened with bolts and nuts.
【0008】請求項2記載の本発明筋交い緊結構造の構
成は次のとおりである。 (1) 緊結金具a′が、直角折曲形状をなして一体な固
定板7,8の外面を、柱bの側面の一側半部と横架材
(たとえば土台cの上面)の側面の一側半部に当接する
とともに、上記固定板7,8に連設延長した状態の副固
定板7′,8′の外面を、上記柱bの側面の他側半部と
横架材の側面の他側半部に当接し、横架材の側面所定位
置に形成した2つの凹処22,49にボルト列設板2
1,48を各々嵌入した状態で、これらのボルト列設板
21,48に植設した複数本の緊締ボルト17,45
を、上記各凹処22,49に連通する位置に形成したボ
ルト孔18,46及び横架材の側面に当接した固定板8
及び副固定板8′に形成した透孔10,42に挿通させ
るとともに、柱bの所定位置に形成したボルト孔15,
43及びこの柱bに当接した上記固定板7及び副固定板
7′に形成した透孔9,41に所要のボルト14,43
を挿通させ、それらのボルト14,43にナットを各々
螺合緊締することにより、上記柱bと横架材とが区画形
成する直角な隅角部に固定設置されている。[0008] The structure of the bracing structure according to the second aspect of the present invention is as follows. (1) The fastening member a 'is formed by bending the outer surfaces of the fixed plates 7 and 8 in a right-angled bent shape into one half of the side surface of the column b and the side surface of the lateral member (for example, the upper surface of the base c). The outer surfaces of the auxiliary fixing plates 7 ', 8', which are in contact with the one half and extended to the fixing plates 7, 8, are connected to the other half of the side surface of the column b and the side surface of the horizontal member. And two bolt recesses 22 and 49 formed at predetermined positions on the side surface of the horizontal member.
The plurality of tightening bolts 17, 45 planted on these bolt row plates 21, 48 with the
Are fixed to the bolt holes 18 and 46 formed at positions communicating with the recesses 22 and 49 and the fixing plate 8 in contact with the side surface of the horizontal member.
And through the through holes 10 and 42 formed in the sub-fixing plate 8 ', and the bolt holes 15 and
Necessary bolts 14 and 43 are formed in through holes 9 and 41 formed in the fixed plate 7 and the sub-fixed plate 7 ′ in contact with the column 43 and the column b.
And the nuts are screwed and tightened to the bolts 14 and 43, respectively, so that the column b and the horizontal member are fixedly installed at the right-angled corners.
【0009】(2) 上記固定板7,8の内面が上記ナッ
トの端面と面一をなし、かつ、その固定板7,8と副固
定板7′,8′の境界線上に張設された取付け壁11が
上記柱bと横架材の中心線L上に位置し、筋交いdが、
その端部23の斜切木口面23′,23″を上記緊結金
具a′の固定板7,8の内面に当接させるとともに、そ
の端部の一方の側面を上記取付け壁11に当接させた状
態において該取付け壁11にボルト・ナットで緊締され
ている。(2) The inner surfaces of the fixing plates 7, 8 are flush with the end surfaces of the nuts, and are stretched on the boundaries between the fixing plates 7, 8 and the sub-fixing plates 7 ', 8'. The mounting wall 11 is located on the center line L of the column b and the horizontal member, and the brace d is
The cut-off edge faces 23 ', 23 "of the end portion 23 are brought into contact with the inner surfaces of the fixing plates 7, 8 of the binding metal fitting a', and one side surface of the end portion is brought into contact with the mounting wall 11. In this state, it is fastened to the mounting wall 11 with bolts and nuts.
【0010】請求項3記載の本発明筋交い緊結金具とボ
ルト列設板との組み合わせは次のとおりである。柱bの
側面の一側半部に外面を当接する固定板7と土台等の横
架材の側面の一側半部に外面を当接する固定板8とが、
直角折曲形状をなして一体であり、その両固定板7,8
間に上記柱bと土台等の横架材の中心線上に位置するこ
とになる取付け壁11を張架し、かつ、上記両固定板
7,8には、嵌入したナットの端面を該両固定板7,8
の内面と面一にする所要形状の透孔9,10を設けてな
る筋交いの緊結金具aと、土台等の横架材の側面の一側
半部に外面を当接する固定板8の透孔10に挿通する複
数本の緊締ボルト17を植設したボルト列設板21とか
らなる。The combination of the brace fastening device of the present invention and the bolt row plate is as follows. A fixed plate 7 that abuts the outer surface on one side half of the side surface of the column b and a fixed plate 8 that abuts the outer surface on one side half of the side surface of the horizontal member such as the base,
The fixed plates 7 and 8 are integrally formed in a right-angle bent shape.
Between the column b and a mounting wall 11 which is located on the center line of a horizontal member such as a base, a mounting wall 11 is stretched, and the end faces of nuts fitted into the fixing plates 7 and 8 are fixed to the fixing plates 7 and 8. Plates 7, 8
Brace fasteners a provided with through holes 9 and 10 of required shape to be flush with the inner surface of the base plate, and through holes of the fixing plate 8 that abuts the outer surface on one side half of the side surface of the horizontal member such as the base. And a bolt row plate 21 in which a plurality of tightening bolts 17 are inserted.
【0011】請求項4記載の本発明筋交い緊結金具とボ
ルト列設板との組み合わせは次のとおりである。柱bの
側面の一側半部に外面を当接する固定板7と土台等の横
架材の側面の一側半部に外面を当接する固定板8とが、
直角折曲形状をなして一体であり、かつこれら両固定板
7,8に、柱bの側面の他側半部に外面を当接する副固
定板7′と土台等の横架材の側面の他側半部に外面を当
接する副固定板8′が連設延長され、上記両固定板7,
8と副固定板7′8′との境界線上には上記柱bと土台
等の横架材の中心線L上に位置することになる取付け壁
11を張架し、さらに、上記両固定板7,8には、嵌入
したナットの端面を該両固定板7,8の内面と面一にす
る所要形状の透孔を設け、かつ、上記両副固定板に所要
形状の透孔を設けてなる筋交いの緊結金具a′と、土台
等の横架材の側面の一側半部に外面を当接する固定板8
又はその横架材の側面の他側半部に外面を当接する副固
定板8′の透孔に挿通する複数本のボルト17,45を
植設した2つのボルト列設板21,48とからなる。The combination of the brace fastening device of the present invention described in claim 4 and the bolt row plate is as follows. A fixed plate 7 that abuts the outer surface on one side half of the side surface of the column b and a fixed plate 8 that abuts the outer surface on one side half of the side surface of the horizontal member such as the base,
A sub-fixing plate 7 ', which is integral with a right angle bent shape and is in contact with these two fixing plates 7, 8, and whose outer surface is in contact with the other half of the side surface of the column b, is provided with a side surface of a horizontal member such as a base. A sub-fixing plate 8 ′ abutting the outer surface on the other half is continuously extended.
A mounting wall 11 which is to be located on the center line L of the horizontal member such as the column b and the base is stretched on the boundary line between the sub-fixing plate 8 and the sub-fixing plates 7'8 '. The through holes 7 and 8 are provided with through holes of a required shape so that the end faces of the nuts fitted therein are flush with the inner surfaces of the fixing plates 7 and 8, and the through holes of the required shape are provided on the two sub-fixing plates. And a fixing plate 8 that abuts an outer surface on one side half of a side surface of a horizontal member such as a base.
Or two bolt row plates 21 and 48 in which a plurality of bolts 17 and 45 are inserted through through holes of a sub-fixing plate 8 ′ whose outer surface is in contact with the other half of the side surface of the lateral member. Become.
【0012】[0012]
【発明の実施の形態】以下図1〜4により、本発明の第
1実施例に係る緊結金具とこれを使用した筋交い緊結構
造について詳しく述べる。aは柱bと土台(横架材)c
とが区画形成する直角の隅角部に設置する緊結金具で、
この緊結金具aは、直角折曲形状をなして一体な固定板
7,8に、複数個たとえば各4個のナット用の透孔9,
10を列設するとともに、これら固定板7,8が形成し
ている直角空間内に取付け壁11を張設している。上記
両透孔9,10は、後記するように、ナット16,20
を嵌入したとき、その端面を両固定板7,8の内面と面
一にする所要形状にしてある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to FIGS. 1 to 4, a tying member according to a first embodiment of the present invention and a brace tying structure using the tying member will be described in detail. a is a pillar b and a base (horizontal member) c
This is a tie that is installed at a right angle corner that forms a compartment.
A plurality of, for example, four through-holes 9 for nuts are provided in the fixing plates 7 and 8 having a right-angled bent shape.
10 are arranged in a row, and a mounting wall 11 is extended in a right-angled space formed by the fixing plates 7 and 8. The two through holes 9 and 10 are provided with nuts 16 and 20 as described later.
Are fitted into the required shape so that the end surfaces thereof are flush with the inner surfaces of the fixed plates 7 and 8.
【0013】さらに、上記両固定板7,8の各々は、柱
bおよび土台cの幅員Wの半分の幅員wを有しかつ所要
の長さにした長方形をなし、透孔9,10は、各固定板
7,8の幅員の中心線上に所定の間隔で各4個列設され
ている。また、上記取付け壁11は、両固定板7,8の
幅方向の一側の上記直角空間に張設されているととも
に、その直角の隅側と外方所要位置とに各1個、計2個
のボルト用の透孔12′と12″を設け、かつ、それら
の周囲に釘孔13を所要複数個散設している。Each of the fixing plates 7 and 8 has a rectangular shape having a width w which is half of the width W of the column b and the base c and has a required length. Four fixed plates 7 and 8 are arranged at predetermined intervals on the center line of the width of each fixed plate. The mounting wall 11 is extended in the right-angled space on one side in the width direction of the fixed plates 7 and 8, and one at each of the right-angled corner and the required outer position, for a total of two. Through holes 12 'and 12 "for bolts are provided, and a required number of nail holes 13 are scattered around them.
【0014】緊結金具aは、固定板7の外面を柱bの側
面に当接するとともに、固定板8の外面を土台cの上面
に当接させた状態において、柱bと土台cとが形成する
隅角部であって、柱bおよび土台cの幅員Wの中心線L
の一側半部(図1,4の右側半部)に、取付け壁11を
中心線Lに一致させて設置される。14は柱側緊締ボル
トで、それは、柱bの所定位置に設けた4個のボルト孔
15にその外方(固定板7が当接する側面の反対側)か
ら挿通され、各先端部に固定板7の各透孔9に嵌入した
袋ナット16を螺合緊締する。17は土台側緊締ボルト
で、それは、土台cの所定位置に設けた4個のボルト孔
18の各々にその下方から挿通され、各先端部に固定板
8の各透孔10に嵌入した袋ナット20を螺合緊締す
る。In the state where the outer surface of the fixing plate 7 is in contact with the side surface of the column b, and the outer surface of the fixing plate 8 is in contact with the upper surface of the base c, the column b and the base c are formed. The center line L of the width W of the pillar b and the base c in the corner portion
The mounting wall 11 is set on one side half (the right half of FIGS. 1 and 4) so as to coincide with the center line L. Numeral 14 denotes a column-side tightening bolt which is inserted through four bolt holes 15 provided at predetermined positions of the column b from the outside thereof (the side opposite to the side surface with which the fixing plate 7 abuts). The cap nuts 16 fitted into the respective through holes 9 are screwed and tightened. Reference numeral 17 denotes a base-side tightening bolt, which is inserted through each of four bolt holes 18 provided at a predetermined position of the base c from below, and has a tip end fitted into each through-hole 10 of the fixing plate 8. 20 is screwed tight.
【0015】21はボルト列設板で、これに4本の土台
側緊締ボルト17を所定の間隔で溶接等により予め植設
しておき、土台cの下面所定位置に形成した凹処22
に、このボルト列設板21を嵌入した状態で、土台側緊
締ボルト17を上記のようにボルト孔18に挿通させて
いるものである。Reference numeral 21 denotes a bolt row plate, in which four base side tightening bolts 17 are preliminarily implanted at predetermined intervals by welding or the like, and recesses 22 are formed at predetermined positions on the lower surface of the base c.
In this state, the base-side tightening bolt 17 is inserted into the bolt hole 18 as described above with the bolt row setting plate 21 fitted.
【0016】このようにして、緊結金具aは、柱bと土
台cが形成する隅角部にしっかりと固定設置されるもの
であるが、このとき、各袋ナット16,20の外端面
が、固定板7,8の内面と面一になるか、少なくともそ
の内面から突出することがないようにしている。In this manner, the binding member a is firmly fixed and installed at the corner formed by the column b and the base c. At this time, the outer end faces of the cap nuts 16 and 20 are The inner surfaces of the fixing plates 7 and 8 are flush with, or at least not protrude from, the inner surfaces.
【0017】次に、dは筋交いである。この筋交いd
は、端部23のたがいに直角をなすようにして形成した
斜切木口面23′,23″を、上記緊結金具aの固定板
7,8の内面に当接させるとともに、該端部23の一方
の側面を取付け壁11に当接させた状態において、緊結
金具aに緊結固定される。Next, d is a brace. This brace d
Is made so that the cut-off edge faces 23 ′, 23 ″ formed at right angles to the ends 23 abut against the inner surfaces of the fixing plates 7, 8 of the above-mentioned fastener a. In a state where one side surface is in contact with the mounting wall 11, it is fastened and fixed to the fastening member a.
【0018】24は筋交い緊締ボルトで、それは、筋交
いdの端部23の所定位置に設けたボルト孔25に、そ
の外方(取付け壁11に当接する側面の反対側)から挿
通され、取付け壁11の前記透孔12′から突出させた
先端にナット26螺合緊締している。Reference numeral 24 denotes a brace tightening bolt which is inserted through a bolt hole 25 provided at a predetermined position of the end 23 of the brace d from outside (the side opposite to the side surface which comes into contact with the mounting wall 11). A nut 26 is screwed and tightened to a tip protruding from the through hole 12 '.
【0019】27は同じく筋交い緊締ボルトで、それ
は、筋交いdの端部23の所定位置に設けたボルト孔2
8に、その外方(取付け壁11に当接する側面の反対
側)から挿通され、その先端を取付け壁11の前記透孔
12″から突出させるとともに、取付け壁11と筋交い
dとに当接した補助プレート29のボルト孔30から上
記先端を突出させ、そこにナット31を螺合緊締してい
る。Reference numeral 27 denotes a brace tightening bolt, which is a bolt hole 2 provided at a predetermined position of an end 23 of the brace d.
8 is inserted from the outside thereof (the side opposite to the side surface which comes into contact with the mounting wall 11), and its tip protrudes from the through hole 12 ″ of the mounting wall 11 and comes into contact with the mounting wall 11 and the brace d. The tip protrudes from the bolt hole 30 of the auxiliary plate 29, and a nut 31 is screwed and tightened there.
【0020】32は同じく筋交い緊締ボルトで、それ
は、筋交いdの端部23の所定位置に設けたボルト孔3
3に、その外方(補助プレート29に当接する側面の反
対側)から挿通され、その先端を補助プレート29のボ
ルト孔34から突出させ、そこにナット35を螺合緊締
している。Reference numeral 32 denotes a brace tightening bolt, which is a bolt hole 3 provided at a predetermined position of the end 23 of the brace d.
3 is inserted from the outside thereof (the side opposite to the side surface which comes into contact with the auxiliary plate 29), and its tip projects from the bolt hole 34 of the auxiliary plate 29, and a nut 35 is screwed and tightened there.
【0021】36は筋交い止着釘で、それは、緊結金具
aの取付け壁11の前記釘孔13を通じて筋交いdに打
着したものである。37は同じく筋交い止着釘で、それ
は、補助プレート29に設けた釘孔38を通じて筋交い
dに打着したものである。Reference numeral 36 denotes a brace fixing nail, which is nailed to the brace d through the nail hole 13 of the mounting wall 11 of the buckle a. Reference numeral 37 is a brace fixing nail, which is struck to the brace d through a nail hole 38 provided in the auxiliary plate 29.
【0022】すなわち、筋交いdは、その端部23の斜
切木口面23′,23″を緊結金具aの固定板7,8の
内面に当接させた状態において、筋交い緊締ボルト2
4,27,32とそれらのナット26,31,35、補
助プレート29および筋交い止着釘36,37等によっ
て、緊結金具aに強固に緊結されている。That is, the brace d is attached to the brace tightening bolt 2 in a state where the inclined cutting edge surfaces 23 ', 23 "of the end 23 are in contact with the inner surfaces of the fixing plates 7, 8 of the brace a.
4, 27, 32, their nuts 26, 31, 35, the auxiliary plate 29, and the brace fixing nails 36, 37, etc., are firmly fastened to the fastening fitting a.
【0023】39は土台cを乗載したコンクリート基礎
に植設したアンカーボルトで、このアンカーボルト39
は、上記緊結金具aの至近位置で土台cに貫通させて、
その突出端にナット40を螺合緊締している。An anchor bolt 39 is planted on a concrete foundation on which the base c is mounted.
Is made to penetrate through the base c at a position very close to the above-mentioned tying fitting a,
A nut 40 is screwed and tightened to the protruding end.
【0024】なお、図5は、上記緊結金具aを、図1〜
4の場合とは反対に、柱bおよび土台cの幅員Wの中心
線Lの他側半部である左側半部において、取付け壁11
を中心線Lに一致させて設置した場合を示すものであ
る。この場合には、緊結金具aの固定板7の外面を土台
cの上面に当接させるとともに、固定板8の外面を柱b
の側面に当接させることになるものであることにおい
て、図1〜4の場合と相違し、その他の点は同じであ
る。FIG. 5 shows the above-mentioned tying member a in FIGS.
Contrary to the case of 4, the mounting wall 11 is provided on the left half, which is the other half of the center line L of the width W of the column b and the base c.
Are aligned with the center line L. In this case, the outer surface of the fixing plate 7 of the fastening member a is brought into contact with the upper surface of the base c, and the outer surface of the fixing plate 8 is
1 to 4 in that it is to be brought into contact with the side surface of FIG. 1, and the other points are the same.
【0025】続いて、図6,7により、本発明の第2実
施例に係る緊結金具とこれを使用した筋交い緊結構造に
ついて述べる。第2実施例の緊結金具a′は、第1実施
例の緊結金具aの固定板7,8の取付け壁11側の端面
に副固定板7′,8′を延長連設しただけのものに相当
し、これら副固定板7′,8′によって、該緊結金具
a′を、第1実施例の緊結金具aにくらべ、柱bおよび
土台cに対し一層安定させてかつ強固に設置されるよう
にしたものである。Next, with reference to FIGS. 6 and 7, a description will be given of a tying member according to a second embodiment of the present invention and a brace tying structure using the tying member. The fastening member a 'of the second embodiment is such that the auxiliary fastening plates 7', 8 'are merely extended and connected to the end surfaces of the fastening plates a, 8 of the first embodiment on the side of the mounting wall 11 of the fixing plates 7, 8. Correspondingly, with these auxiliary fixing plates 7 'and 8', the fastening member a 'can be more stably and firmly installed on the column b and the base c as compared with the fastening member a of the first embodiment. It was made.
【0026】そこで、以下には上記副固定板7′,8′
とその設置状況について説明し、第1実施例の緊結金具
aと同じ部分には同じ符号を付してその説明を省略す
る。副固定板7′,8′は、固定板7,8と一体である
とともに同じ幅員を有し、したがって、これら固定板
7,8と副固定板7′,8′とは合して、柱bおよび土
台cと同じ幅員Wを有する。また、副固定板7′,8′
は、複数個たとえば各2個のナット用の透孔41,42
を設けている。Therefore, the sub-fixing plates 7 ', 8' are described below.
And the installation state thereof, and the same portions as those of the tie-down bracket a of the first embodiment are denoted by the same reference numerals, and description thereof will be omitted. The auxiliary fixing plates 7 ', 8' are integral with the fixing plates 7, 8 and have the same width, so that the fixing plates 7, 8 and the auxiliary fixing plates 7 ', 8' It has the same width W as b and the base c. Also, auxiliary fixing plates 7 ', 8'
Are provided with a plurality of through holes 41 and 42 for two nuts, for example.
Is provided.
【0027】この緊結金具a′は、固定板7と副固定板
7′の外面を柱bの側面に当接するとともに、固定板8
と副固定板8′の外面を土台cの上面に当接させて、柱
bと土台cとが形成する隅角部に設置すると、取付け壁
11が、柱bおよび土台cの中心線Lに一致する関係に
なる。43は柱側緊締ボルトで、それは、柱bの所定位
置に設けたボルト孔(図示していない)にその外方(副
固定板7′が当接する側面の反対側)から挿通され、副
固定板7′の透孔41から突出した先端部にナット44
を螺合緊締する。45は土台側緊締ボルトで、それは、
土台cの所定位置に設けたボルト孔46にその下方から
挿通され、その先端部に副固定板8′の透孔42に嵌入
した袋ナット47を螺合緊締する。The fastening member a 'contacts the outer surfaces of the fixing plate 7 and the sub-fixing plate 7' to the side surface of the column b, and the fixing plate 8
When the outer surface of the sub-fixing plate 8 ′ is brought into contact with the upper surface of the base c and installed at the corner formed by the column b and the base c, the mounting wall 11 is aligned with the center line L of the column b and the base c. A matching relationship. 43 is a column-side tightening bolt which is inserted through a bolt hole (not shown) provided at a predetermined position of the column b from the outside thereof (the side opposite to the side surface with which the sub-fixing plate 7 'comes into contact), and A nut 44 is provided at the tip of the plate 7 'protruding from the through hole 41.
Screw tightly. 45 is a base side tightening bolt, which is
A cap nut 47 which is inserted from below into a bolt hole 46 provided at a predetermined position of the base c and is screwed and tightened at its tip end into the through hole 42 of the auxiliary fixing plate 8 '.
【0028】48はボルト列設板で、これに2本の土台
側緊締ボルト45を所定の間隔で溶接等により予め植設
しておき、土台cの下面所定位置に形成した凹処49
に、このボルト列設板48を嵌入した状態で、土台側緊
締ボルト45を上記のようにボルト孔46に挿通させて
いるものである。Reference numeral 48 denotes a bolt row plate, in which two base side tightening bolts 45 are preliminarily implanted at predetermined intervals by welding or the like, and recesses 49 are formed at predetermined positions on the lower surface of the base c.
The base side tightening bolt 45 is inserted through the bolt hole 46 as described above with the bolt row plate 48 fitted.
【0029】このようにして、緊結金具a′は、柱bと
土台cが形成する隅角部にしっかりと固定設置され、筋
交いdの端部23が、第1実施例の場合と同様にして緊
結固定される。In this manner, the ties a 'are firmly fixed to the corners formed by the pillars b and the base c, and the ends 23 of the brace d are set in the same manner as in the first embodiment. It is fixed tightly.
【0030】なお、上記緊結金具a,a′の固定板7と
8の長さ、副固定板7′と8′の長さは、第1実施例お
よび第2実施例では同じにしたものを示したが、長短に
長さを異にするものであっても構わない。また、取付け
壁11も適宜縦長または横長にしてもよいものである。The lengths of the fixing plates 7 and 8 and the lengths of the sub-fixing plates 7 'and 8' of the binding members a and a 'are the same in the first and second embodiments. Although shown, the length may be different. Also, the mounting wall 11 may be made vertically or horizontally as appropriate.
【0031】[0031]
【発明の効果】以上詳述したところから明らかなよう
に、本発明筋交い緊結構造によれば次の効果を奏する。As will be apparent from the above detailed description, the bracing structure according to the present invention has the following effects.
【0032】請求項1記載の本発明筋交い緊結構造は、
筋交いの端部の斜切木口面を、緊結金具の固定板の内面
に当接させているから、筋交いが地震等において圧縮力
を受けたり反対に引張力を受けたりしても、その筋交い
の端部が柱の側面や土台等の横架材の側面に対し直接接
離または摺擦してそこに食い込むようなことがなく、こ
のため、筋交いの抵抗力を設計どおりに維持でき、前記
した従来の構造とは相違する耐震性の高い緊結構造であ
るということができる。According to the first aspect of the present invention, the bracing structure is
The end of the brace has the cut edge of the brace abutted against the inner surface of the fixing plate of the brace, so even if the brace receives a compressive force in an earthquake etc. The end does not directly touch or separate or rub against the side surface of the lateral member such as the side surface of the pillar or the base, so that the end portion does not bite into the end portion. Therefore, the resistance of the bracing can be maintained as designed, and It can be said that it is a binding structure with high earthquake resistance different from the conventional structure.
【0033】請求項2記載の本発明筋交い緊結構造は、
緊結金具が、外面を柱の側面の一側半部と土台等の横架
材の側面の一側半部に当接する両固定板に対し、同じく
外面をその柱の側面の他側半部と土台等の横架材の側面
の他側半部に当接する副固定板を連設延長し、これらを
所要の緊締ボルトとそのナットで緊締しているので、上
記効果に加え、柱および土台等の横架材への緊結金具の
緊締を安定した状態でしっかりと行うことができる。According to the second aspect of the present invention, the bracing structure is
For the fixing plate, the outer surface of which is in contact with one side half of the side surface of the pillar and the one side half of the side surface of the horizontal member such as the base, the outer surface is also the other half of the side surface of the column. The auxiliary fixing plates that contact the other half of the side surface of the horizontal member such as the base are continuously extended, and these are tightened with the required tightening bolts and their nuts. Can be securely and firmly fixed to the horizontal member in a stable state.
【0034】請求項3,4の本発明筋交い緊結金具とボ
ルト列設板との組み合わせによれば、上記構成の本発明
筋交い緊結構造を簡単に得ることできる。According to the combination of the brace fastening device of the present invention and the bolt row plate, the brace fastening structure of the present invention having the above structure can be easily obtained.
【図1】本発明筋交い緊結構造とその金具の第1実施例
の斜視図である。FIG. 1 is a perspective view of a first embodiment of a bracing and tightening structure of the present invention and a metal fitting thereof.
【図2】同上の正面図である。FIG. 2 is a front view of the same.
【図3】同上の縦断側面図である。FIG. 3 is a vertical sectional side view of the same.
【図4】同上の分解状態の斜視図である。FIG. 4 is a perspective view of the same disassembled state.
【図5】同上の緊結金具の向きを変えた使用例を示す斜
視図である。FIG. 5 is a perspective view showing an example of use in which the direction of the tie is changed.
【図6】本発明筋交い緊結構造とその金具の第2実施例
の斜視図である。FIG. 6 is a perspective view of a second embodiment of the bracing structure and the metal fittings according to the present invention.
【図7】同上の正面図である。FIG. 7 is a front view of the same.
【図8】従来公知の筋交い緊結構造の斜視図である。FIG. 8 is a perspective view of a conventionally-known bracing structure.
【図9】同上の側面図である。FIG. 9 is a side view of the same.
a 緊結金具 a′ 緊結金具 b 柱 c 土台 d 筋交い 7 固定板 8 固定板 7′ 副固定板 8′ 副固定板 9,10 透孔 11 取付け壁 21,48 ボルト列設板 23 端部 23′ 斜切木口面 23″ 斜切木口面 17,45 緊締ボルト a Tightening bracket a 'Tightening bracket b Column c Base d Brace 7 Fixing plate 8 Fixing plate 7' Sub-fixing plate 8 'Sub-fixing plate 9,10 Through hole 11 Mounting wall 21,48 Bolt row plate 23 End 23' Bevel Cut face 23 "Bevel cut face 17,45 Tightening bolt
Claims (4)
な固定板の外面を、柱の側面の一側半部と土台等の横架
材の側面の一側半部に当接し、土台等の横架材の側面所
定位置に形成した凹処にボルト列設板を嵌入した状態
で、このボルト列設板に植設した複数本の緊締ボルト
を、上記凹処に連通する位置に形成したボルト孔及び土
台等の横架材の側面に当接した固定板に形成した透孔に
挿通させるとともに、柱の所定位置に形成したボルト孔
及びこの柱に当接した上記固定板に形成した透孔に所要
のボルトを挿通させ、それらのボルトにナットを各々螺
合緊締することにより、上記柱と土台等の横架材とが区
画形成する直角な隅角部に固定設置されていること、上
記固定板の内面が上記各ナットの端面と面一をなし、か
つ、その固定板に張設された取付け壁が上記柱と土台等
の横架材の中心線上に位置し、筋交いが、その端部の斜
切木口面を上記緊結金具の固定板の内面に当接させると
ともに、その端部の一方の側面を上記取付け壁に当接さ
せた状態において該取付け壁にボルト・ナットで緊締さ
れていることを特徴とする筋交い緊結構造。1. A tying member abuts an outer surface of a fixed plate integrally formed in a right-angled bent shape with one half of a side surface of a pillar and one half of a side surface of a horizontal member such as a base. In a state in which the bolt array plate is fitted into the recess formed at a predetermined position on the side surface of the horizontal member such as the base, the plurality of tightening bolts planted in the bolt array plate are placed at a position communicating with the recess. The bolt holes formed and the through holes formed in the fixing plate in contact with the side surface of the horizontal member such as the base are inserted into the bolt holes formed in predetermined positions of the columns and the fixing plates in contact with the columns. By inserting required bolts through the through holes and screwing and tightening nuts to the bolts, the column and a horizontal member such as a base are fixedly installed at a right-angled corner formed by partitioning. That the inner surface of the fixing plate is flush with the end surface of each nut and that the fixing plate is stretched on the fixing plate. The mounting wall is located on the center line of the pillar and the horizontal member such as the base, and the brace makes the cut-off surface of the end abut against the inner surface of the fixing plate of the tie, and the end Brace-tightening structure, wherein one side surface of the brace is affixed to the mounting wall with bolts and nuts in a state where the side surface is in contact with the mounting wall.
な固定板の外面を、柱の側面の一側半部と土台等の横架
材の側面の一側半部に当接するとともに、上記固定板に
連設延長した状態の副固定板の外面を、上記柱の側面の
他側半部と土台等の横架材の側面の他側半部に当接し、
土台等の横架材の側面所定位置に形成した2つの凹処に
ボルト列設板を各々嵌入した状態で、これらのボルト列
設板に植設した複数本の緊締ボルトを、上記各凹処に連
通する位置に形成したボルト孔及び土台等の横架材の側
面に当接した固定板及び副固定板に形成した透孔に挿通
させるとともに、柱の所定位置に形成したボルト孔及び
この柱に当接した上記固定板及び副固定板に形成した透
孔に所要のボルトを挿通させ、それらのボルトにナット
を各々螺合緊締することにより、上記柱と土台等の横架
材とが区画形成する直角な隅角部に固定設置されている
こと、上記固定板の内面が上記ナットの端面と面一をな
し、かつ、その固定板と副固定板の境界線上に張設され
た取付け壁が上記柱と土台等の横架材の中心線上に位置
し、筋交いが、その端部の斜切木口面を上記緊結金具の
固定板の内面に当接させるとともに、その端部の一方の
側面を上記取付け壁に当接させた状態において該取付け
壁にボルト・ナットで緊締されていることを特徴とする
筋交い緊結構造。2. A tying member which abuts an outer surface of an integral fixing plate having a right-angled bent shape with one half of a side surface of a pillar and one half of a side surface of a horizontal member such as a base. The outer surface of the sub-fixing plate in a state of being continuously extended from the fixing plate abuts against the other half of the side surface of the pillar and the other half of the side surface of the horizontal member such as the base,
In a state where the bolt row plates are respectively fitted into the two recesses formed at predetermined positions on the side surfaces of the horizontal member such as the base, a plurality of tightening bolts planted on these bolt row plates are inserted into the respective recesses. Bolt holes formed at positions communicating with the bolts and through holes formed in the fixing plate and the sub-fixing plate abutting the side surface of the horizontal member such as the base, and the bolt holes formed at predetermined positions of the columns and the columns By inserting required bolts into through holes formed in the fixed plate and sub-fixed plate abutting on the bolts and screwing and tightening nuts to those bolts, the column and the horizontal member such as a base are partitioned. The fixing wall is fixedly installed at a right-angled corner to be formed, an inner surface of the fixing plate is flush with an end surface of the nut, and a mounting wall stretched on a boundary between the fixing plate and the sub-fixing plate. Is located on the center line of the column and the horizontal members such as the base. The end of the inclined cutting edge is brought into contact with the inner surface of the fixing plate of the tie, and one end of the end is brought into contact with the mounting wall. A bracing and tying structure characterized by the fact that
定板と土台等の横架材の側面の一側半部に外面を当接す
る固定板とが、直角折曲形状をなして一体であり、その
両固定板間に上記柱と土台等の横架材の中心線上に位置
することになる取付け壁を張架し、かつ、上記両固定板
には、嵌入したナットの端面を該両固定板の内面と面一
にする所要形状の透孔を設けてなる筋交いの緊結金具
と、土台等の横架材の側面の一側半部に外面を当接する
固定板の透孔に挿通する複数本の緊締ボルトを植設した
ボルト列設板とからなることを特徴とする筋交いの緊結
金具とボルト列設板との組み合わせ。3. A fixed plate that abuts an outer surface on one side half of a side surface of a pillar and a fixed plate that abuts an outer surface on one side half of a side surface of a horizontal member such as a base has a right-angle bent shape. A mounting wall which is to be located on the center line of the horizontal member such as the pillar and the base between the two fixing plates, and the both fixing plates have end faces of nuts fitted therein. Brace metal fittings provided with through holes of required shape to make them flush with the inner surfaces of both fixing plates, and through holes of the fixing plate that abuts the outer surface on one side half of the side surface of the horizontal member such as the base. A combination of a bracing fastener and a bolt row plate, comprising: a bolt row plate in which a plurality of tightening bolts are inserted.
定板と土台等の横架材の側面の一側半部に外面を当接す
る固定板とが、直角折曲形状をなして一体であり、かつ
これら両固定板に、柱の側面の他側半部に外面を当接す
る副固定板と土台等の横架材の側面の他側半部に外面を
当接する副固定板が連設延長され、上記両固定板と副固
定板との境界線上には上記柱と土台等の横架材の中心線
上に位置することになる取付け壁を張架し、さらに、上
記両固定板に、嵌入したナットの端面を該両固定板の内
面と面一にする所要形状の透孔を設け、かつ、上記両副
固定板に所要形状の透孔を設けてなる筋交いの緊結金具
と、土台等の横架材の側面の一側半部に外面を当接する
固定板又はその横架材の側面の他側半部に外面を当接す
る副固定板の透孔に挿通する複数本の緊締ボルトを植設
した2つのボルト列設板とからなることを特徴とする筋
交いの緊結金具とボルト列設板との組み合わせ。4. A fixed plate that abuts an outer surface on one side half of a side surface of a pillar and a fixed plate that abuts an outer surface on one side half of a side surface of a horizontal member such as a base has a right-angled bent shape. And a sub-fixing plate that abuts the outer surface against the other half of the side surface of the pillar, and a sub-fixing plate that abuts the outer surface against the other half of the side surface of the horizontal member such as a base. A mounting wall, which is located on the center line of the horizontal member such as the column and the base, is stretched on the boundary between the fixed plate and the sub-fixed plate, and further fixed on both sides. A plate having a through hole of a required shape that makes the end face of the fitted nut flush with the inner surfaces of the two fixing plates, and a brace tie which is provided with a through hole of the required shape in the two sub-fixing plates; , The through-hole of the fixing plate that abuts the outer surface on one side half of the side surface of the horizontal member such as the base, or the sub-fixing plate that abuts the outer surface on the other half of the side surface of the horizontal member. A combination of a bracing fastener and a bolt row plate, comprising two bolt row plates in which a plurality of bolts are inserted.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23039696A JP2884401B2 (en) | 1996-08-30 | 1996-08-30 | Brace connection structure and its combination with bolts and bolt row plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23039696A JP2884401B2 (en) | 1996-08-30 | 1996-08-30 | Brace connection structure and its combination with bolts and bolt row plate |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1072868A JPH1072868A (en) | 1998-03-17 |
JP2884401B2 true JP2884401B2 (en) | 1999-04-19 |
Family
ID=16907227
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23039696A Expired - Fee Related JP2884401B2 (en) | 1996-08-30 | 1996-08-30 | Brace connection structure and its combination with bolts and bolt row plate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2884401B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003082776A (en) * | 2001-09-11 | 2003-03-19 | Wood One:Kk | Joint fitting |
-
1996
- 1996-08-30 JP JP23039696A patent/JP2884401B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH1072868A (en) | 1998-03-17 |
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