JPH08218494A - Connecting metal of column and horizontal member - Google Patents
Connecting metal of column and horizontal memberInfo
- Publication number
- JPH08218494A JPH08218494A JP2549795A JP2549795A JPH08218494A JP H08218494 A JPH08218494 A JP H08218494A JP 2549795 A JP2549795 A JP 2549795A JP 2549795 A JP2549795 A JP 2549795A JP H08218494 A JPH08218494 A JP H08218494A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- plate portion
- horizontal
- column
- pillar
- 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.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は柱と横部材との結合金物
に関し、詳しくは、梁等の横部材の端面を柱に密着させ
ることのできる柱と横部材との結合金物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a combined metal article of a pillar and a lateral member, and more particularly to a combined metal article of a pillar and a lateral member capable of closely adhering an end face of a lateral member such as a beam to the pillar.
【0002】[0002]
【従来の技術】今日では、木造建築に多くの結合金物が
使用されるようになっている。例えば、特開昭53−3
9615号公報には、上下に配置される2本の柱と横方
向に配置される梁とを一体に固定するための結合金物が
開示されており、また実願平2−77204号公報に
は、横部材間同士の結合に用いられる結合金物が開示さ
れている。2. Description of the Related Art Today, many bonded metal fittings are used in wooden construction. For example, JP-A-53-3
Japanese Unexamined Patent Publication No. 2-77204 discloses a metal fitting for integrally fixing two vertically arranged pillars and laterally arranged beams. There is disclosed a metal fitting used for bonding lateral members to each other.
【0003】図9は、この種の結合金物100であり、
保持板101と座金板108とを有する。保持板1は、
柱105の側面に縦方向に当接して配置される垂直当て
板部102と、垂直当て板部102の下方端部から水平
方向に延出して配置される水平板部103と、水平板部
103の中央部から縦方向に立設されるガセットプレー
ト104とを有している。FIG. 9 shows a bonded metal piece 100 of this type,
It has a holding plate 101 and a washer plate 108. The holding plate 1 is
A vertical pad plate portion 102 arranged to abut on the side surface of the pillar 105 in the vertical direction, a horizontal plate portion 103 arranged to extend horizontally from a lower end portion of the vertical pad plate portion 102, and a horizontal plate portion 103. And a gusset plate 104 which is vertically provided from a central portion of the.
【0004】結合金物100は図10(A),(B)に
示すようにして柱105に固定される。先ず、柱5の側
面に、保持板101の垂直当て板部102を当接し、適
宜な数のボルト107を保持板101と柱105とを貫
通させる。柱105の裏面側には座金板108を配置し
てあり、ボルト107の先端にナット109を螺合して
締め付けている。The coupling hardware 100 is fixed to the column 105 as shown in FIGS. 10 (A) and 10 (B). First, the vertical contact plate portion 102 of the holding plate 101 is brought into contact with the side surface of the pillar 5, and an appropriate number of bolts 107 are passed through the holding plate 101 and the pillar 105. A washer plate 108 is arranged on the back surface side of the column 105, and a nut 109 is screwed onto the tip of the bolt 107 to tighten the bolt.
【0005】この状態から、梁106を上方から矢印の
ように下方に移動し、梁106の中央に形成されたスリ
ット110にガセットプレート104を挿入する。その
後、梁106とガセットプレート104とにボルト11
1を貫通して締め付け、梁106と柱105とを結合す
る。From this state, the beam 106 is moved downward from above as indicated by the arrow, and the gusset plate 104 is inserted into the slit 110 formed in the center of the beam 106. After that, the bolts 11 are attached to the beam 106 and the gusset plate 104.
The beam 106 and the pillar 105 are joined by penetrating through 1 and tightening.
【0006】[0006]
【発明が解決しようとする課題】ところで、今日では、
天然の木材に代えて、集成材が盛んに使用されるように
なっている。このような集成材を用いると、天然材では
加工することのできなかった大断面を有する梁あるいは
柱等を提供することができる。By the way, today,
Instead of natural wood, laminated wood has become popular. By using such laminated wood, it is possible to provide a beam or a pillar having a large cross-section that cannot be processed by natural wood.
【0007】しかしながら、特に大断面を有する梁10
6等を結合金物100を用いて結合する場合には、梁1
06の重量により垂直当て板部102に横方向の曲げ荷
重が加わって保持板101が変形したり、保持板101
の変形がボルト107を介して座金板108に伝達され
て座金板108が変形したりして、結合金物100の結
合機能が低下する問題があった。However, the beam 10 has a particularly large cross section.
When connecting 6 and the like using the connecting metal 100, the beam 1
The weight of 06 applies a lateral bending load to the vertical contact plate portion 102 to deform the holding plate 101, or the holding plate 101
The deformation is transmitted to the washer plate 108 via the bolt 107 and the washer plate 108 is deformed, so that there is a problem that the connecting function of the connecting metal object 100 is deteriorated.
【0008】本発明は上記実情に鑑み、特に大断面を有
する柱と横部材とを結合する場合、保持板または座金板
の横方向の曲げ強度を向上した柱と横部材との結合金物
を提供することを目的としている。In view of the above situation, the present invention provides a combined metal article for a column and a horizontal member, which has improved lateral bending strength of a holding plate or a washer plate, particularly when the column and the horizontal member having a large cross section are connected to each other. The purpose is to do.
【0009】[0009]
【課題を解決するための手段】上記目的を達成するため
請求項1に係る発明は、柱の側面に縦方向に当接して配
置されボルトを介して前記柱に固定される垂直当て板部
と、この垂直当て板部の下方端部から水平方向に延出し
て配置される水平板部と、該水平板部の中央部から縦方
向に立設され、その一側端部が前記垂直当て板部に固着
されるガセットプレートとを有する保持板と、前記柱に
おいて前記保持板とは反対側に当接され、かつ、前記ボ
ルトの先端側に固着される座金板とを備え、横部材に予
め形成された中央のスリットへ前記ガセットプレートを
挿入した状態で前記横部材を下降することにより、前記
横部材を前記保持板で保持して前記柱と前記横部材とを
結合する柱と横部材との結合金物であって、前記座金板
に補強部材を設けたことを特徴とする。In order to achieve the above object, the invention according to claim 1 is characterized in that a vertical contact plate portion which is arranged in vertical contact with a side surface of a column and is fixed to the column through a bolt. A horizontal plate portion extending horizontally from a lower end portion of the vertical pad plate portion, and a vertical plate standing vertically from a central portion of the horizontal plate portion, one end of which is the vertical pad plate. A holding plate having a gusset plate fixed to the portion, and a washer plate that is abutted on the side of the pillar opposite to the holding plate and fixed to the tip side of the bolt, By lowering the lateral member in a state where the gusset plate is inserted into the formed central slit, the lateral member is held by the holding plate and the pillar and the lateral member are coupled to each other. Which is a combined metal fitting of the above, wherein a reinforcing member is provided on the washer plate. It is characterized in.
【0010】請求項2に係る発明は、請求項1に係る発
明の補強部材が座金板自体を縦方向に曲げ成形した補強
リブである。請求項3に係る発明は、請求項1に係る発
明の補強部材がボルトを挿入する通孔を有する板部材で
ある。In the invention according to claim 2, the reinforcing member of the invention according to claim 1 is a reinforcing rib formed by bending the washer plate itself in a vertical direction. In the invention according to claim 3, the reinforcing member of the invention according to claim 1 is a plate member having a through hole into which a bolt is inserted.
【0011】請求項4に係る発明は、柱の側面に縦方向
に当接して配置されボルトを介して前記柱に固定される
垂直当て板部と、この垂直当て板部の下方端部から水平
方向に延出して配置される水平板部と、該水平板部の中
央部から縦方向に立設され、その一側端部が前記垂直当
て板部に固着されるガセットプレートとを有する保持板
と、前記柱において前記保持板とは反対側に当接され、
かつ、前記ボルトの先端側に固着される座金板とを備
え、横部材に予め形成された中央のスリットへ前記ガセ
ットプレートを挿入した状態で前記横部材を下降するこ
とにより、前記横部材を前記保持板で保持して前記柱と
前記横部材とを結合する柱と横部材との結合金物であっ
て、前記垂直当て板部に補強部材を設けたことを特徴と
する。According to a fourth aspect of the present invention, there is provided a vertical contact plate portion which is vertically abutted against the side surface of the column and is fixed to the column through a bolt, and a horizontal end portion of the vertical contact plate portion. Holding plate having a horizontal plate portion extending in the direction, and a gusset plate vertically provided upright from the central portion of the horizontal plate portion and having one end thereof fixed to the vertical contact plate portion. And, in the pillar is abutted on the side opposite to the holding plate,
And a washer plate fixed to the tip side of the bolt, and the horizontal member is lowered by lowering the horizontal member in a state where the gusset plate is inserted into a central slit formed in advance in the horizontal member. It is a metal fitting of a pillar and a lateral member that is held by a holding plate to join the pillar and the lateral member, and a reinforcing member is provided on the vertical contact plate portion.
【0012】請求項5に係る発明は、請求項4に係る発
明の補強部材が、前記垂直当て板部自体を縦方向に曲げ
成形した補強リブである。請求項6に係る発明は、請求
項4に係る発明の補強部材が、前記ボルトを挿入する通
孔を有する。According to a fifth aspect of the present invention, the reinforcing member according to the fourth aspect is a reinforcing rib formed by bending the vertical contact plate portion itself in the vertical direction. In the invention according to claim 6, the reinforcing member of the invention according to claim 4 has a through hole into which the bolt is inserted.
【0013】[0013]
【作用】請求項1に係る発明は、横部材の重量がボルト
を介して座金板に横方向の曲げ荷重を加えた場合、曲げ
荷重は補強部材で吸収される。When the weight of the lateral member applies a lateral bending load to the washer plate through the bolt, the bending load is absorbed by the reinforcing member.
【0014】請求項2に係る発明は、横部材の重量がボ
ルトを介して座金板に横方向の曲げ荷重を加えた場合、
曲げ荷重は補強リブで吸収される。請求項3に係る発明
は、横部材の重量がボルトを介して座金板に横方向の曲
げ荷重を加えた場合、曲げ荷重は板部材で吸収される。According to the second aspect of the present invention, when the weight of the lateral member applies a lateral bending load to the washer plate through the bolt,
The bending load is absorbed by the reinforcing ribs. In the invention according to claim 3, when the weight of the lateral member applies a lateral bending load to the washer plate via the bolt, the bending load is absorbed by the plate member.
【0015】請求項4に係る発明は、横部材の重量によ
り垂直当て板部に横方向の曲げ荷重が加わった場合、曲
げ荷重は補強部材で吸収される。請求項5に係る発明
は、横部材の重量により垂直当て板部に横方向の曲げ荷
重が加わった場合、曲げ荷重は補強リブで吸収される。In the invention according to claim 4, when a lateral bending load is applied to the vertical contact plate portion due to the weight of the lateral member, the bending load is absorbed by the reinforcing member. In the invention according to claim 5, when a lateral bending load is applied to the vertical contact plate portion by the weight of the lateral member, the bending load is absorbed by the reinforcing ribs.
【0016】請求項6に係る発明は、横部材の重量によ
り垂直当て板部に横方向の曲げ荷重が加わった場合、曲
げ荷重は板部材で吸収される。According to the sixth aspect of the present invention, when a lateral bending load is applied to the vertical contact plate portion due to the weight of the lateral member, the bending load is absorbed by the plate member.
【0017】[0017]
【実施例】以下、図面を参照しながら本発明の実施例を
説明する。 (第1実施例)図1は本発明の第1実施例による結合金
物Kによって固定される柱12と横部材、例えば梁22
との結合構造を示す。結合金物Kは保持板14と座金板
28とを有する。Embodiments of the present invention will be described below with reference to the drawings. (First Embodiment) FIG. 1 shows a column 12 and a lateral member, for example, a beam 22, which are fixed by a coupling hardware K according to the first embodiment of the present invention.
The binding structure with is shown. The combined metal piece K has a holding plate 14 and a washer plate 28.
【0018】梁22と柱12は共に集成材から形成さ
れ、大断面を有している。また、梁22の長さは8m程
の長さであり、重い重量を有している。土台等に垂直に
配置した柱12の一側面には、縦方向に略矩形の凹所1
3が形成されており、凹所13は後述する保持板14の
垂直当て板部15を嵌合できる大きさに形成されてい
る。また、この凹所13の内部には、柱12の反対側の
側面まで貫通した複数のボルト挿通孔16を縦方向に沿
って二列形成してある。Both the beam 22 and the column 12 are made of laminated wood and have a large cross section. The beam 22 has a length of about 8 m and has a heavy weight. On one side surface of the pillar 12 that is vertically arranged on the base or the like, a vertical rectangular recess 1 is formed.
3 is formed, and the recess 13 is formed in a size capable of fitting a vertical contact plate portion 15 of a holding plate 14 described later. Further, inside the recess 13, a plurality of bolt insertion holes 16 penetrating to the side surface on the opposite side of the column 12 are formed in two rows along the vertical direction.
【0019】適宜な強度を有する軟鋼等からなる保持板
14は、溶接等により一体に形成されているが、前記柱
12に形成された凹所13内に収納される垂直当て板部
15と、垂直当て板部15の下方端部から水平方向に延
出して配置される水平板部17と、水平板部17の中央
部から縦方向に立設され、一側端部が垂直当て板部15
に固着されるガセットプレート18とを具備している。The holding plate 14 made of mild steel or the like having an appropriate strength is integrally formed by welding or the like, and the vertical pad plate portion 15 is housed in the recess 13 formed in the column 12, A horizontal plate portion 17 arranged to extend in a horizontal direction from a lower end portion of the vertical contact plate portion 15, and a vertical plate extending vertically from the central portion of the horizontal plate portion 17, one end of which is the vertical contact plate portion 15.
And a gusset plate 18 fixed to the.
【0020】また、上記垂直板当て板部15とガセット
プレート18とには、ボルト挿通孔19,20が別個に
形成されている。一方、水平板部17とガセットプレー
ト18との会合部には、その両側にテーパ面P付きのキ
ャンパー21が突設されている。キャンパー21はブロ
ック形状のものである。Bolt insertion holes 19 and 20 are separately formed in the vertical plate contact plate portion 15 and the gusset plate 18. On the other hand, at the meeting portion between the horizontal plate portion 17 and the gusset plate 18, campers 21 having tapered surfaces P are provided so as to project on both sides thereof. The camper 21 has a block shape.
【0021】テーパ面Pの傾斜角度αは、70度〜90
度未満であり、好ましくは80度〜85度である。ま
た、キャンパー21の高さTは、5〜10cmほどであ
るが、これらの角度および高さは、柱12と梁22の大
きさ等により適宜、設定される。The inclination angle α of the tapered surface P is 70 degrees to 90 degrees.
The angle is less than 80 degrees, preferably 80 degrees to 85 degrees. Further, the height T of the camper 21 is about 5 to 10 cm, but these angles and heights are appropriately set depending on the sizes of the columns 12 and the beams 22, and the like.
【0022】他方、横部材としての梁22の端面の中央
には両側面と平行なスリット23が形成されている。こ
のスリット23は、前記ガセットプレート18を挿入す
るためのもので、三方向に開口して形成されている。ま
た、このスリット23を挟んで両側に、縦方向に複数の
凹部70を所定間隔おきに形成してある。On the other hand, a slit 23 parallel to both side surfaces is formed at the center of the end surface of the beam 22 as a lateral member. The slit 23 is for inserting the gusset plate 18, and is formed so as to open in three directions. Further, a plurality of recesses 70 are formed in the vertical direction at predetermined intervals on both sides of the slit 23.
【0023】梁22の下面には、前記水平板部17を収
容するための平坦な凹所25が形成されている。さら
に、この凹所25に連続して前記キャンパー21を収容
するための凹陥部26,26がスリット23と凹所25
との間に跨がって形成されている。さらにまた、梁22
には両側面を貫通したボルト挿通孔27,27を形成し
てある。On the lower surface of the beam 22, a flat recess 25 for accommodating the horizontal plate portion 17 is formed. Further, recessed portions 26, 26 for accommodating the camper 21 are provided continuously with the recess 25, and the slits 23 and the recess 25.
It is formed straddling between and. Furthermore, the beam 22
Has bolt insertion holes 27, 27 penetrating both side surfaces thereof.
【0024】さらに、柱12における保持板14を当接
した側面とは反対側の側面には、保持板14を固定する
ための略矩形の座金板51を当接する。この座金板51
も軟鋼等から形成され、縦方向に沿って補強リブ(補強
部材)50を備えている。Further, a substantially rectangular washer plate 51 for fixing the holding plate 14 is brought into contact with the side face of the column 12 opposite to the side face with which the holding plate 14 is brought into contact. This washer plate 51
Is also made of mild steel or the like and is provided with reinforcing ribs (reinforcing members) 50 along the vertical direction.
【0025】補強リブ50は座金板51の中央部を柱1
2から離れる方向に平面断面半円状に曲げ成形したもの
で、補強リブ50の両側には縦方向に複数のボルト挿通
孔29をそれぞれ形成してある。なお、ボルト挿通孔1
6,19,29、凹部70は配置位置、配置数、配置間
隔が一致している。The reinforcing ribs 50 are provided at the central portion of the washer plate 51 for the pillar 1.
It is formed by bending in a semi-circular shape in a plan view in a direction away from 2, and a plurality of bolt insertion holes 29 are formed on both sides of the reinforcing rib 50 in the vertical direction. The bolt insertion hole 1
6, 19, 29, and the concave portion 70 have the same arrangement position, arrangement number, and arrangement interval.
【0026】以下、本実施例の結合金物Kを使用して柱
12と梁22とを結合する場合の作業について説明す
る。先ず、保持板14の垂直当て板15を凹所13内に
収納するとともに、ボルト挿通孔19,16を一致さ
せ、ボルト挿通孔19,16内にボルト30をそれぞれ
挿通する。The operation of connecting the column 12 and the beam 22 using the connecting metal piece K of this embodiment will be described below. First, the vertical contact plate 15 of the holding plate 14 is housed in the recess 13, the bolt insertion holes 19 and 16 are aligned, and the bolts 30 are inserted into the bolt insertion holes 19 and 16, respectively.
【0027】次に、柱12の側面に座金板51を当てが
い、座金板51のボルト挿通孔29内に上記ボルト30
の先端を挿通してナット31を螺合させて締め付ける
と、結合金物Kが柱12に固定される。Next, a washer plate 51 is applied to the side surface of the pillar 12, and the bolt 30 is inserted into the bolt insertion hole 29 of the washer plate 51.
When the nut 31 is screwed and the nut 31 is screwed and tightened, the combined hardware K is fixed to the column 12.
【0028】このように結合金物Kを柱12に取付けた
ら、梁22の端面をガセットプレート18の斜め上方に
配置し、該ガセットプレート18とスリット23とを直
線上に配置し、この位置から梁22を下降させていく。After the combined metal piece K is attached to the column 12 in this way, the end face of the beam 22 is arranged obliquely above the gusset plate 18, and the gusset plate 18 and the slit 23 are arranged on a straight line. 22 is lowered.
【0029】すると、梁22をガセットプレート18に
沿って案内し、所定位置まで下降させると、キャンパー
21に梁22の下方端部が衝突する。この状態からさら
に梁22を下方に下がるように、ハンマー等で叩くと、
キャンパー21が全て凹陥部26内に収容される。Then, when the beam 22 is guided along the gusset plate 18 and lowered to a predetermined position, the lower end of the beam 22 collides with the camper 21. From this state, if you hit the beam 22 further with a hammer etc.,
The camper 21 is entirely housed in the recess 26.
【0030】この際、梁22とテーパ面Pとの当接抵抗
により柱12が梁22側に引き付けられる。このため、
集成等からなる大断面の高重量の梁22を柱12に結合
する場合、梁22が自重で下方に撓んだとしても、梁2
2の端面と柱12の側面及び垂直当て板部材15とが確
実に密着する。At this time, the column 12 is attracted toward the beam 22 by the contact resistance between the beam 22 and the tapered surface P. For this reason,
When a beam 22 having a large cross section and having a large weight, which is composed of an assembly or the like, is coupled to the column 12, even if the beam 22 is bent downward by its own weight, the beam 2
The end face of 2 and the side face of the pillar 12 and the vertical patch plate member 15 surely come into close contact with each other.
【0031】なお、図2(A)のようにボルト30の頭
部は凹部70にそれぞれ没入している。従って、見た目
にも良好であるとともに、梁22と柱12との結合強度
を確保できる。また、柱12の側面と梁22の端面との
接触面積が大であることから、応力集中を防止でき柱1
2及び梁22の耐久性が向上する。As shown in FIG. 2A, the heads of the bolts 30 are respectively recessed in the recesses 70. Therefore, the appearance is good, and the connection strength between the beam 22 and the column 12 can be secured. Further, since the contact area between the side surface of the column 12 and the end surface of the beam 22 is large, stress concentration can be prevented and the column 1
2 and the durability of the beam 22 are improved.
【0032】さらに、梁22の荷重がボルト30を介し
て座金板51に伝達されて曲げ荷重が加わったとしても
補強リブ50により吸収され、座金板51が変形するこ
とはない。従って、結合機能を保持できる。Further, even if the load of the beam 22 is transmitted to the washer plate 51 through the bolt 30 and a bending load is applied, it is absorbed by the reinforcing ribs 50 and the washer plate 51 is not deformed. Therefore, the coupling function can be retained.
【0033】こうして、柱12と梁22とを結合した
後、図2(A)のように挿通孔27,20にボルト80
を挿入して締め付け、固定作業が完了する。 (第2実施例)図3は第2実施例に係る結合金物Kを示
している。保持板52は水平板部17と垂直当て板部1
8との会合部に、垂直当て板部15から離れる方向に傾
斜した板状のキャンパー53を設けてある。After the pillar 12 and the beam 22 are coupled in this way, bolts 80 are inserted in the insertion holes 27, 20 as shown in FIG. 2 (A).
Insert and tighten to complete the fixing work. (Second Embodiment) FIG. 3 shows a combined metal piece K according to the second embodiment. The holding plate 52 includes the horizontal plate portion 17 and the vertical contact plate portion 1.
A plate-shaped camper 53 that is inclined in a direction away from the vertical contact plate portion 15 is provided at a meeting portion with the vertical contact plate portion 15.
【0034】一方、梁22はスリット22の下部に案内
孔54を設けてある。案内孔54は梁22の端面から離
れる方向に傾斜しており、その傾斜角度はキャンパー5
3の傾斜角度と一致している。On the other hand, the beam 22 is provided with a guide hole 54 below the slit 22. The guide hole 54 is inclined in a direction away from the end surface of the beam 22, and the inclination angle is the camber 5.
It matches the inclination angle of 3.
【0035】その他の構成は第1実施例と同様である。
本実施例で梁22と柱12とを結合すると、キャンパー
53と案内孔54の内面との当接抵抗によって柱12が
梁22側に引き寄せられる。本実施例でも第1実施例と
同様の効果を得られる。The other structure is the same as that of the first embodiment.
When the beam 22 and the column 12 are coupled in this embodiment, the column 12 is pulled toward the beam 22 by the contact resistance between the camper 53 and the inner surface of the guide hole 54. In this embodiment, the same effect as that of the first embodiment can be obtained.
【0036】更に、特に図示しないが、座金板における
ナット取付け側の側面に金属板の補強部材を溶接固定し
てもよい。この補強部材は各ボルト挿通孔に対応して別
個に設けてもよいし、高さ方向に一体成形したものでも
よい。このように構成すれば梁の重量により座金板に横
方向の曲げ荷重が加わってもこの荷重を補強部材が吸収
するから座金板の変形を防止して固定機能を確保でき
る。Further, although not particularly shown, a metal plate reinforcing member may be welded and fixed to the side surface of the washer plate on the nut mounting side. This reinforcing member may be provided separately corresponding to each bolt insertion hole, or may be integrally formed in the height direction. According to this structure, even if a lateral bending load is applied to the washer plate due to the weight of the beam, the reinforcing member absorbs the load, so that the washer plate can be prevented from being deformed and the fixing function can be secured.
【0037】(第3実施例)図4は第3実施例を示して
いる。本実施例では垂直当て板部55に縦方向の補強リ
ブ56を二箇所形成してある。補強リブ56は垂直当て
板部55を柱12から離れる方向に平面断面半円形状に
曲げ成形したものである。(Third Embodiment) FIG. 4 shows a third embodiment. In this embodiment, two vertical reinforcing ribs 56 are formed on the vertical contact plate portion 55. The reinforcing rib 56 is formed by bending the vertical contact plate portion 55 in a semicircular shape in a plan view in a direction away from the column 12.
【0038】また、梁22の端面には補強リブ56に対
応する平面断面半円形の縦溝57を二つ設けてある。な
お、座金板58は平坦に成形されている。その他の構成
は第1実施例と同様である。Further, two vertical grooves 57 having a semicircular cross section in plan view are provided on the end face of the beam 22 so as to correspond to the reinforcing ribs 56. The washer plate 58 is flat. Other configurations are the same as in the first embodiment.
【0039】本実施例においても第1実施例と同様の作
用効果を得られる。また、本実施例では梁22の荷重に
より垂直当て板部55に曲げ荷重が加わったとしても、
この荷重は補強リブ56により吸収されるから、保持板
14の変形を防止し結合機能を保持できる。Also in this embodiment, the same operational effects as those of the first embodiment can be obtained. Further, in this embodiment, even if a bending load is applied to the vertical contact plate portion 55 by the load of the beam 22,
Since this load is absorbed by the reinforcing ribs 56, the holding plate 14 can be prevented from being deformed and the connecting function can be maintained.
【0040】(第4実施例)図5の実施例では梁22の
縦溝57aを平面断面長方形としてある。その他の構成
は第3実施例と同様であり、第3実施例と同様の効果を
得られる。(Fourth Embodiment) In the embodiment of FIG. 5, the vertical groove 57a of the beam 22 has a rectangular cross section in plan view. The other structure is the same as that of the third embodiment, and the same effect as that of the third embodiment can be obtained.
【0041】(第5実施例)図6においては、第1実施
例に示した座金板50と、第三実施例で示した保持板5
8とを組み合わせた結合金物Kを示している。この実施
例においては第1実施例及び第三実施例の両方の作用効
果を得られる。(Fifth Embodiment) In FIG. 6, a washer plate 50 shown in the first embodiment and a holding plate 5 shown in the third embodiment.
8 shows a combined metal piece K in which 8 and 8 are combined. In this embodiment, the operational effects of both the first and third embodiments can be obtained.
【0042】(第6実施例)図7(A)は他の構成に係
る保持板80の斜視図、図7(B)は保持板80を柱1
2に固定した状態の平面断面図である。保持板80は垂
直当て板部81と、垂直当て板部81の下端から水平に
設けた水平板部82と、垂直当て板部81及び水平板部
82に二辺を接続したガセットプレート83とを有す
る。(Sixth Embodiment) FIG. 7A is a perspective view of a holding plate 80 according to another structure, and FIG. 7B is a perspective view of the holding plate 80.
It is a plane sectional view of the state fixed to 2. The holding plate 80 includes a vertical contact plate portion 81, a horizontal plate portion 82 horizontally provided from the lower end of the vertical contact plate portion 81, and a gusset plate 83 having two sides connected to the vertical contact plate portion 81 and the horizontal plate portion 82. Have.
【0043】ガセットプレート83にはボルト挿通孔8
4を設けてあり、垂直当て板部81には高さ方向に沿っ
て複数のボルト挿通孔85を設けてある。また、垂直当
て板部81にはボルト挿通孔85に対応して複数の板部
材86を設けてある。板部材86は垂直当て板部81に
溶接固定したものであり、ボルト挿通孔85と同径の通
孔87を有する。The gusset plate 83 has a bolt insertion hole 8
4 is provided, and a plurality of bolt insertion holes 85 are provided in the vertical contact plate portion 81 along the height direction. Further, a plurality of plate members 86 are provided on the vertical contact plate portion 81 so as to correspond to the bolt insertion holes 85. The plate member 86 is fixed to the vertical contact plate portion 81 by welding, and has a through hole 87 having the same diameter as the bolt insertion hole 85.
【0044】この保持板80を座金板58、ボルト30
を用いて柱12に固定してから梁を載せると、梁の重量
により垂直当て板部81に対して横方向の曲げ荷重ガ加
わるが、この荷重は板部材86で吸収されるから第1実
施例と同様の効果を得られる。The holding plate 80 is attached to the washer plate 58 and the bolt 30.
When the beam is mounted after being fixed to the column 12 using, the lateral bending load is applied to the vertical contact plate portion 81 due to the weight of the beam, but this load is absorbed by the plate member 86, so the first embodiment The same effect as the example can be obtained.
【0045】(第7実施例)図8は他の構成に係る保持
板80の斜視図である。この保持板80においては板部
材82を高さ方向に沿って一体成形したものを固定して
ある。その他の構成及び効果は第6実施例と同様であ
る。(Seventh Embodiment) FIG. 8 is a perspective view of a holding plate 80 having another structure. In this holding plate 80, a plate member 82 integrally molded along the height direction is fixed. Other configurations and effects are similar to those of the sixth embodiment.
【0046】なお、第1実施例〜第7実施例の結合金物
Kは、横部材として梁22を保持する場合について説明
したが、胴差し等の横部材を保持する場合にも適用でき
ることは勿論である。The metal fittings K of the first to seventh embodiments have been described for the case where the beam 22 is held as a horizontal member, but it is of course applicable to the case where a horizontal member such as a barrel is held. Is.
【0047】[0047]
【発明の効果】以上説明したように請求項1に係る発明
は、横部材の重量がボルトを介して座金板に伝達され、
座金板に横方向の曲げ荷重が加わった場合、曲げ荷重は
補強部材で吸収されるから、座金板が変形することはな
く、結合機能を保持できる。As described above, in the invention according to claim 1, the weight of the lateral member is transmitted to the washer plate through the bolt,
When a lateral bending load is applied to the washer plate, the bending load is absorbed by the reinforcing member, so that the washer plate is not deformed and the coupling function can be maintained.
【0048】請求項2に係る発明は、横部材の重量がボ
ルトを介して座金板に伝達され、座金板に横方向の曲げ
荷重が加わった場合、曲げ荷重は補強リブで吸収される
から、座金板が変形することはなく、結合機能を保持で
きる。In the invention according to claim 2, when the weight of the lateral member is transmitted to the washer plate via the bolt and a lateral bending load is applied to the washer plate, the bending load is absorbed by the reinforcing ribs. The washer plate is not deformed, and the coupling function can be retained.
【0049】請求項3に係る発明は、横部材の重量がボ
ルトを介して座金板に伝達され、座金板に横方向の曲げ
荷重が加わった場合、曲げ荷重は板部材で吸収されるか
ら、座金板が変形することはなく、結合機能を保持でき
る。In the invention according to claim 3, when the weight of the lateral member is transmitted to the washer plate via the bolt and a lateral bending load is applied to the washer plate, the bending load is absorbed by the plate member. The washer plate is not deformed, and the coupling function can be retained.
【0050】請求項4に係る発明は、横部材の重量によ
り垂直当て板部に横方向の曲げ荷重が加わった場合、曲
げ荷重は補強部材で吸収されて保持板が変形することが
なく、結合機能を保持できる。In the invention according to claim 4, when a lateral bending load is applied to the vertical contact plate portion by the weight of the lateral member, the bending load is not absorbed by the reinforcing member and the holding plate is not deformed. Can retain functionality.
【0051】請求項5に係る発明は、横部材の重量によ
り垂直当て板部に横方向の曲げ荷重が加わった場合、曲
げ荷重は補強リブで吸収されて保持板が変形することが
なく、結合機能を保持できる。According to the fifth aspect of the invention, when a lateral bending load is applied to the vertical contact plate portion due to the weight of the lateral member, the bending load is not absorbed by the reinforcing ribs and the holding plate is not deformed. Can retain functionality.
【0052】請求項6に係る発明は、横部材の重量によ
り垂直当て板部に横方向の曲げ荷重が加わった場合、曲
げ荷重は板部材で吸収されて保持板が変形することがな
く、結合機能を保持できる。According to the sixth aspect of the present invention, when a lateral bending load is applied to the vertical contact plate portion due to the weight of the horizontal member, the bending load is not absorbed by the plate member and the holding plate is not deformed. Can retain functionality.
【図1】本発明の第1実施例による結合金物を用いた場
合の柱と横部材との結合構造の分解斜視図。FIG. 1 is an exploded perspective view of a coupling structure of a column and a lateral member when a coupling metal article according to a first embodiment of the present invention is used.
【図2】(A)は図1の結合金物による結合状態を示す
縦断面図、(B)は図1の結合金物を柱に固定した状態
の平面断面図。FIG. 2A is a vertical cross-sectional view showing a bonded state by the bonded metal article of FIG. 1, and FIG. 2B is a plan sectional view of the bonded metal article of FIG. 1 fixed to a column.
【図3】本発明の第2実施例による結合金物を用いた場
合の柱と横部材との結合構造の分解斜視図。FIG. 3 is an exploded perspective view of a connecting structure of a pillar and a lateral member when using a connecting metal article according to a second embodiment of the present invention.
【図4】本発明の第3実施例による結合金物を用いた場
合の柱と横部材との結合構造の分解斜視図。FIG. 4 is an exploded perspective view of a connecting structure of a column and a lateral member when using a connecting metal article according to a third embodiment of the present invention.
【図5】本発明の第4実施例による結合金物の分解斜視
図。FIG. 5 is an exploded perspective view of a bonded metal article according to a fourth embodiment of the present invention.
【図6】本発明の第5実施例による結合金物の分解斜視
図。FIG. 6 is an exploded perspective view of a bonded metal article according to a fifth embodiment of the present invention.
【図7】(A)は本発明の第6実施例による結合金物の
保持板を示す斜視図、(B)は結合金物を柱に固定した
状態の平面断面図。FIG. 7A is a perspective view showing a holding plate for a bonded metal article according to a sixth embodiment of the present invention, and FIG. 7B is a plan sectional view showing the state where the bonded metal article is fixed to a column.
【図8】本発明の第7実施例による結合金物の保持板の
斜視図。FIG. 8 is a perspective view of a holding plate for a metal fitting according to a seventh embodiment of the present invention.
【図9】従来の結合金物で柱と横部材を固定する場合の
分解斜視図。FIG. 9 is an exploded perspective view of a case in which a column and a lateral member are fixed with a conventional metal fitting.
【図10】(A),(B)は従来の結合金物により柱と
横部材とを結合する過程を示す断面図。10A and 10B are cross-sectional views showing a process of connecting a column and a lateral member with a conventional connecting metal.
12 柱 14,52,80 保持板 15,55,81 垂直当て板部 17,82 水平板部 18,83 ガセットプレート 22 梁(横部材) 23 スリット 30 ボルト 28,50 座金板 51,56 補強リブ(補強部材) 86,87,92 板部材(補強部材) 12 pillars 14, 52, 80 holding plates 15, 55, 81 vertical contact plate portions 17, 82 horizontal flat plate portions 18, 83 gusset plates 22 beams (transverse members) 23 slits 30 bolts 28, 50 washer plates 51, 56 reinforcing ribs ( Reinforcement member) 86,87,92 Plate member (reinforcement member)
Claims (6)
ルトを介して前記柱に固定される垂直当て板部と、この
垂直当て板部の下方端部から水平方向に延出して配置さ
れる水平板部と、該水平板部の中央部から縦方向に立設
され、その一側端部が前記垂直当て板部に固着されるガ
セットプレートとを有する保持板と、前記柱において前
記保持板とは反対側に当接され、かつ、前記ボルトの先
端側に固着される座金板とを備え、横部材に予め形成さ
れた中央のスリットへ前記ガセットプレートを挿入した
状態で前記横部材を下降することにより、前記横部材を
前記保持板で保持して前記柱と前記横部材とを結合する
柱と横部材との結合金物であって、前記座金板に補強部
材を設けたことを特徴とする柱と横部材との結合金物。1. A vertical backing plate portion that is arranged in vertical contact with a side surface of a column and is fixed to the column through a bolt, and a horizontal backing plate portion that extends horizontally from a lower end portion of the vertical backing plate portion. And a holding plate having a horizontal plate portion and a gusset plate that is vertically provided from a central portion of the horizontal plate portion and one end of which is fixed to the vertical contact plate portion; A horizontal plate that is abutted on the opposite side of the holding plate and is fixed to the tip side of the bolt, and the gusset plate is inserted into a central slit formed in the horizontal member in advance. By lowering the lateral member by the holding plate to join the pillar and the lateral member to each other, which is a combined metal member of the pillar and the lateral member, and the reinforcing member is provided on the washer plate. A metal fitting that features a pillar and a horizontal member.
向に曲げ成形した補強リブである請求項1記載の結合金
物。2. The combined metal article according to claim 1, wherein the reinforcing member is a reinforcing rib formed by bending the washer plate itself in a vertical direction.
る通孔を有する板部材である請求項1記載の結合金物。3. The combined metal article according to claim 1, wherein the reinforcing member is a plate member having a through hole into which the bolt is inserted.
ルトを介して前記柱に固定される垂直当て板部と、この
垂直当て板部の下方端部から水平方向に延出して配置さ
れる水平板部と、該水平板部の中央部から縦方向に立設
され、その一側端部が前記垂直当て板部に固着されるガ
セットプレートとを有する保持板と、前記柱において前
記保持板とは反対側に当接され、かつ、前記ボルトの先
端側に固着される座金板とを備え、横部材に予め形成さ
れた中央のスリットへ前記ガセットプレートを挿入した
状態で前記横部材を下降することにより、前記横部材を
前記保持板で保持して前記柱と前記横部材とを結合する
柱と横部材との結合金物であって、前記垂直当て板部に
補強部材を設けたことを特徴とする柱と横部材との結合
金物。4. A vertical contact plate portion which is arranged in vertical contact with a side surface of the pillar and fixed to the pillar through a bolt, and is arranged so as to extend horizontally from a lower end portion of the vertical contact plate portion. And a holding plate having a horizontal plate portion and a gusset plate that is vertically provided from a central portion of the horizontal plate portion and one end of which is fixed to the vertical contact plate portion; A horizontal plate that is abutted on the opposite side of the holding plate and is fixed to the tip side of the bolt, and the gusset plate is inserted into a central slit formed in the horizontal member in advance. Is a combined metal member of a pillar and a lateral member that holds the lateral member by the holding plate to join the pillar and the lateral member, and a reinforcing member is provided on the vertical contact plate portion. A coupling hardware of a pillar and a lateral member, which is characterized in that
を縦方向に曲げ成形した補強リブである請求項4記載の
結合金物。5. The combined metal article according to claim 4, wherein the reinforcing member is a reinforcing rib formed by vertically bending the vertical contact plate portion itself.
る通孔を有する板部材である請求項4記載の結合金物。6. The combined metal article according to claim 4, wherein the reinforcing member is a plate member having a through hole into which the bolt is inserted.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2549795A JPH08218494A (en) | 1995-02-14 | 1995-02-14 | Connecting metal of column and horizontal member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2549795A JPH08218494A (en) | 1995-02-14 | 1995-02-14 | Connecting metal of column and horizontal member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08218494A true JPH08218494A (en) | 1996-08-27 |
Family
ID=12167706
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2549795A Pending JPH08218494A (en) | 1995-02-14 | 1995-02-14 | Connecting metal of column and horizontal member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08218494A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008088744A (en) * | 2006-10-03 | 2008-04-17 | Nitto Mokuzai Sangyo Kk | Member joining structure of wooden building |
CN109057047A (en) * | 2018-07-23 | 2018-12-21 | 中国二十冶集团有限公司 | The attachment device and method of cast-in-situ concrete columns and load-bearing timber beam |
JP2020029645A (en) * | 2018-08-20 | 2020-02-27 | 幸夫 平澤 | Timber jointing metal fitting |
-
1995
- 1995-02-14 JP JP2549795A patent/JPH08218494A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008088744A (en) * | 2006-10-03 | 2008-04-17 | Nitto Mokuzai Sangyo Kk | Member joining structure of wooden building |
CN109057047A (en) * | 2018-07-23 | 2018-12-21 | 中国二十冶集团有限公司 | The attachment device and method of cast-in-situ concrete columns and load-bearing timber beam |
JP2020029645A (en) * | 2018-08-20 | 2020-02-27 | 幸夫 平澤 | Timber jointing metal fitting |
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