JP3475197B2 - Joint structure of horizontal member and metal joint of horizontal member used for this structure - Google Patents

Joint structure of horizontal member and metal joint of horizontal member used for this structure

Info

Publication number
JP3475197B2
JP3475197B2 JP20727899A JP20727899A JP3475197B2 JP 3475197 B2 JP3475197 B2 JP 3475197B2 JP 20727899 A JP20727899 A JP 20727899A JP 20727899 A JP20727899 A JP 20727899A JP 3475197 B2 JP3475197 B2 JP 3475197B2
Authority
JP
Japan
Prior art keywords
fixed
plate
support plate
horizontal member
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.)
Expired - Fee Related
Application number
JP20727899A
Other languages
Japanese (ja)
Other versions
JP2001032375A (en
Inventor
尚久 松本
Original Assignee
株式会社一条工務店
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社一条工務店 filed Critical 株式会社一条工務店
Priority to JP20727899A priority Critical patent/JP3475197B2/en
Publication of JP2001032375A publication Critical patent/JP2001032375A/en
Application granted granted Critical
Publication of JP3475197B2 publication Critical patent/JP3475197B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明が属する技術分野】本発明は、柱と梁や桁等の横
架材とを接合する場合に用いられる横架材の接合構造及
び横架材の接合金物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure for a horizontal member and a metal fitting for the horizontal member, which is used when joining a column and a horizontal member such as a beam or a girder.

【0002】[0002]

【従来の技術】従来より、柱と梁や桁等を接合させる場
合には、柱側に形成された凹部内に、梁や桁の一端に形
成された凸部を嵌合させることにより互いに接合した
り、或いはL字状に成形された金属製の接合金物を補助
的に使用したり、さらには、該柱と梁等をボルト及びナ
ットにより締結することにより接合されている。一方、
近年では、施工現場での作業を軽減するために、予め柱
や梁その他の部材の形状を工場において切断する、所謂
プレカット工法も盛んに実施されているのが実情であ
る。したがって、上記柱と梁等を接合するために使用さ
れる接合金物についても、予め柱又は梁等に固定し、こ
の状態で施工現場まで搬送する場合が多い。
2. Description of the Related Art Conventionally, when a column and a beam, girder, or the like are joined together, a protrusion formed at one end of the beam or girder is fitted into a recess formed on the column side to join them together. Or by using an L-shaped metal joining metal fitting as an auxiliary, and further by fastening the pillar and beam with bolts and nuts. on the other hand,
In recent years, in order to reduce the work at the construction site, the so-called pre-cutting method, in which the shapes of pillars, beams and other members are cut in advance in a factory, has been actively carried out. Therefore, it is often the case that the metal fittings used to join the pillars and beams are fixed to the pillars or beams in advance and transported to the construction site in this state.

【0003】ところで、こうした金属製の接合金物に関
しては、例えば特開平10−25812号公報において
提案されているものがある。図5に示すように、この接
合金物100は、柱Pの側面にボルト101とナット1
02(及び座金103,104)を介して固定されるも
のであり、この接合金物100により梁Hを接合するも
のである。この接合金物100は、上記柱Pに固定され
る固定板部105と、この固定板部105の左側から水
平方向に起立してなる左側起立板部106と、この左側
起立板部106に対向し上記固定板部105の右側から
水平方向に起立してなる右側起立板部107と、左端は
上記左側起立板部106と連続し右端は上記右側起立板
部107に連続してなるとともに後端は固定板部105
と連続してなる底板部108を備えている。そして、上
記左側起立板部106と右側起立板部107の上端に
は、係止溝106a,107aが形成されてなるととも
に、それぞれボルトが挿通される挿通穴106b,10
7bが穿設されている。
By the way, as for such a metal joint metal, there is one proposed in, for example, Japanese Patent Application Laid-Open No. 10-25812. As shown in FIG. 5 , the metal joint 100 has a bolt 101 and a nut 1 on the side surface of the pillar P.
02 (and washers 103 and 104), and the beam H is joined by the joining metal piece 100. The joining hardware 100 is fixed to the pillar P, a fixing plate portion 105, a left standing plate portion 106 that stands upright from the left side of the fixing plate portion 105, and a left standing plate portion 106. A right standing plate portion 107 which stands upright from the right side of the fixed plate portion 105, a left end thereof is continuous with the left standing plate portion 106, a right end thereof is continuous with the right standing plate portion 107, and a rear end thereof is Fixed plate part 105
And a bottom plate portion 108 that is continuous with. The left standing plate portion 106 and the right standing plate portion 107 are formed with locking grooves 106a, 107a at the upper ends thereof, and insertion holes 106b, 10 through which bolts are inserted, respectively.
7b is provided.

【0004】一方、梁Hの一端には、上記左側起立板部
106が挿通される左側溝部Hと、右側起立板部10
7が挿通される左側溝部Hが形成され、該左側溝部H
と左側溝部Hとの間は、上記接合金物100を柱P
に固定するために使用されるボルト101の頭部の厚み
長さ分切断されている。また、この梁Hの上端側には、
係止用ボルト109が該梁Hの厚さ方向に固定されてお
り、該係止用ボルト109の下方には、上記挿通穴10
6b,107bに対応した位置に、ボルト挿通穴H
形成されている。したがって、この接合金物100によ
る柱Pに対する梁Hの接合構造は、上記係止用ボルト1
09の両端が、上記左側起立板部106と右側起立板部
107の上端に形成された係止溝106a,107aに
係止され、該接合金物100と、梁Hとを接合ボルト1
10,111により固定したものである。
On the other hand, at one end of the beam H, the left side groove portion H 1 into which the left side upright plate portion 106 is inserted and the right side upright plate portion 10 are provided.
A left-side groove portion H 2 into which 7 is inserted is formed, and the left-side groove portion H 2 is formed.
1 and the left-side groove portion H 2 between the above-mentioned joining hardware 100 and the pillar P.
The head portion of the bolt 101 used for fixing to is cut by the thickness length. Also, on the upper end side of this beam H,
A locking bolt 109 is fixed in the thickness direction of the beam H, and the insertion hole 10 is provided below the locking bolt 109.
Bolt insertion holes H 3 are formed at positions corresponding to 6b and 107b. Therefore, the joining structure of the beam H to the pillar P by the joining hardware 100 is the same as the above-mentioned locking bolt 1
Both ends of 09 are locked in locking grooves 106a, 107a formed at the upper ends of the left standing plate portion 106 and the right standing plate portion 107, and the joint metal 100 and the beam H are joined together by the joint bolt 1
It is fixed by 10,111.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上述し
た従来の接合金物100により、柱Pと梁Hとを接合す
る構造では、工場において予め該接合金物100を固定
し、施工現場まで搬送することを考慮すると、嵩張り一
度に多数の柱P搬送することができない。特に、図5
に示すように、上記1本の柱Pに1つの接合金物100
を固定した場合ではなく、2つ又は3つの接合金物10
0が固定された場合には、搬送作業を考慮すると、極め
て効率性に欠ける。また、上記従来の接合金物100で
は、左右両側に左側起立板部106や右側起立板部10
7が形成されていることから、固定板部105を柱Pに
固定する作業も効率性が悪い。
However, in the structure in which the pillar P and the beam H are joined by the above-mentioned conventional joining metal fitting 100, the joining fitting 100 is fixed in advance in a factory and transported to the construction site. Considering this, it is bulky and cannot transport a large number of columns P at one time. In particular, FIG.
As shown in FIG.
2 or 3 metal fittings 10
When 0 is fixed, the efficiency is extremely low in consideration of the transportation work. Further, in the above-described conventional joining hardware 100, the left standing plate portion 106 and the right standing plate portion 10 are provided on both the left and right sides.
Since 7 is formed, the work of fixing the fixing plate portion 105 to the pillar P is also inefficient.

【0006】そこで、本発明は、上述した従来の接合金
物が有する課題を解決するために提案されたものであっ
て、予め柱に固定された場合であっても、嵩張ることが
なく搬送作業を極めて効率的に行うことができるととも
に、現場での施工性も良好な横架材の接合構造及び横架
材の接合金具を提供することを目的とするものである。
Therefore, the present invention has been proposed to solve the problems of the above-described conventional metal joint, and even when it is fixed to a column in advance, it does not become bulky and can be used for carrying work. It is an object of the present invention to provide a joint structure for a horizontal material and a metal fitting for a horizontal material that can be carried out extremely efficiently and have good workability on site.

【0007】[0007]

【課題を解決するための手段】本発明は、上記課題を解
決するために提案されたものであって、第1の発明(請
求項1記載の発明)は、横架材の接合構造に関するもの
であり、第の発明(請求項記載の発明)は、横架材
の接合金物に関するものである。
The present invention has been proposed to solve the above problems, and a first invention (an invention according to claim 1 ) relates to a joining structure of horizontal members. The second invention (the invention according to claim 2 ) relates to a metal joint for a horizontal member.

【0008】[0008]

【0009】[0009]

【0010】そして、第の発明は、柱に固定される固
定板と、少なくともこの固定板の下端から水平方向に突
出される角度から該固定板と平行とされる角度に亘って
回動可能に取り付けられてなる支持板と、一端は上記固
定板の上端側一側に固定され他端は上記支持板の先端側
一側に固定されてなる一方の線状体と、一端は上記固定
板の上端側他側に固定され他端は上記支持板の先端側他
側に固定されてなる他方の線状体とを有してなる接合金
物が柱に固定され、該柱に接合される横架材の一端に
は、上記一方の線状体と他方の線状体が挿入される挿入
溝が形成され、上記横架材は、上記挿入溝内に上記一方
及び他方の線状体が挿入されるとともに、上記支持板に
より下面が支持された状態で柱に接合されてなることを
特徴とするものである。
[0010] The first invention includes a fixed plate fixed to the pillar, rotatable through an angle which is parallel to at least the fixed plate from the lower end of the fixed plate from an angle that protrudes horizontally becomes attached to a support plate, one end is a linear member at the other end is fixed to the upper side one side is the support plate fixed to the front end side one side comprising one of the fixed plate, one end the fixing A metal fitting having the other linear body fixed to the other end on the upper end side of the plate and the other end fixed to the other end on the front end side of the support plate is fixed to the column and joined to the column. An insertion groove into which the one linear body and the other linear body are inserted is formed at one end of the horizontal member, and the horizontal member has the one and the other linear members in the insertion groove. It is characterized in that it is inserted and is joined to a column with the lower surface being supported by the support plate. .

【0011】[0011]

【0012】[0012]

【0013】[0013]

【0014】また、第の発明は、柱に固定される固定
板と、この固定板の下端に回動可能に取り付けられ柱に
接合される横架材の下面を支持する支持板と、一端は上
記固定板の上端側一側に固定され他端は上記支持板の先
端側一側に固定されてなる一方の線状体と、一端は上記
固定板の上端側他側に固定され他端は上記支持板の先端
側他側に固定されてなる他方の線状体と、を備えてなる
ことを特徴とするものである。
A second aspect of the present invention is a fixing plate fixed to a pillar, a support plate rotatably attached to a lower end of the fixing plate and supporting a lower surface of a horizontal member joined to the pillar, and one end thereof. Is one linear body fixed to the upper end side one side of the fixing plate and the other end is fixed to one end side one side of the support plate, and one end is fixed to the upper end side other side of the fixing plate and the other end it is characterized in by comprising and an other of the linear body made fixed to the distal end the other side of the support plate.

【0015】[0015]

【0016】なお、上記各発明を構成する横架材は、柱
に対して横方向に接合される建築材料を指すものであ
り、梁、桁その他名称の如何を問うものではない。
The horizontal members constituting each of the above inventions refer to building materials which are laterally joined to columns, and do not matter whether they are beams, girders or other names.

【0017】[0017]

【発明の実施の形態】以下、本発明の各実施の形態に係
る横架材の接合金物について、図面を参照しながら詳細
に説明し、それぞれの横架材の接合金物の説明をしなが
ら、横架材の接合構造についても説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, a joint metal product for a horizontal member according to each embodiment of the present invention will be described in detail with reference to the drawings, and a joint metal product for each horizontal member will be described. The joining structure of the horizontal members will also be described.

【0018】[0018]

【0019】[0019]

【0020】[0020]

【0021】[0021]

【0022】[0022]

【0023】[0023]

【0024】[0024]

【0025】[0025]

【0026】[0026]

【0027】[0027]

【0028】[0028]

【0029】本発明の実施の形態に係る接合金物につい
て、図面を参照しながら詳細に説明する。図1及び図2
に示すように、この発明の実施の形態に係る接合金物4
0は、柱Pに固定される固定板41と、この固定板41
の下端回動可能に連結された支持板42と、上記固定
板41と支持板42とを連結する一方及び他方のワイヤ
ーロープ43,44とから構成されている。上記固定板
41は、金属材料により長方形状に成形されてなる板部
41aと、この板部41aの左側上端から梁H側に起立
してなる第1の突片41bと、上記板体41aの右側上
端から梁H側に起立してなる第2の突片41cと、上記
板部41aの左側下端から梁H側に起立してなる第3の
突片41dと、上記板体41aの右側下端から梁H側に
起立してなる第4の突片41eから構成されている。な
お、上記板部41aの中央であって上端側から下端側に
亘って、この固定板41を柱Pに固定するためのボルト
45,45が挿通される5つの挿通穴41fが穿設され
ている。また、上記第1及び第2の突片41b,41c
の中央には、それぞれ一方又は他方のワイヤーロープ4
3,44の一端側が挿通される貫通孔41g(図2
照)が穿設され、また第3及び第4の突片41d,41
eには、貫通孔41h(図2参照)が穿設されてなると
ともに、この貫通孔41hには、この固定板41と支持
板42とを連結する支軸46が挿通されている。
The metal joint according to the embodiment of the present invention will be described in detail with reference to the drawings. 1 and 2
As shown in FIG. 4, the joining metal article 4 according to the embodiment of the present invention
0 is a fixed plate 41 fixed to the pillar P, and the fixed plate 41
It is composed of a support plate 42 that is rotatably connected to the lower end of the , and one and the other wire ropes 43 and 44 that connect the fixed plate 41 and the support plate 42. The fixing plate 41 includes a plate portion 41a formed of a metal material in a rectangular shape, a first protrusion 41b standing upright from the upper left end of the plate portion 41a toward the beam H, and the plate body 41a. A second projecting piece 41c standing upright from the right upper end to the beam H side, a third projecting piece 41d standing upright to the beam H side from the left lower end of the plate 41a, and a right lower end of the plate 41a. To a beam H side, and is composed of a fourth projecting piece 41e. In the center of the plate portion 41a, from the upper end side to the lower end side, five insertion holes 41f through which bolts 45 for fixing the fixing plate 41 to the pillar P are inserted are formed. There is. In addition, the first and second projecting pieces 41b and 41c
In the center of each, one or the other wire rope 4
A through hole 41g (see FIG. 2 ) through which one end side of each of the third and fourth projections 44 is inserted is formed, and the third and fourth projection pieces 41d, 41
A through hole 41h (see FIG. 2 ) is formed in e, and a support shaft 46 that connects the fixed plate 41 and the support plate 42 is inserted into the through hole 41h.

【0030】一方、上記支持板42は、上記固定板41
の長さよりもやや短い長さに成形されてなる板部42a
と、この板部42aの左側基端から図1中上方に起立し
てなる第5の突片42bと、板部42aの右側基端から
上方に起立してなる第6の突片42cと、板部42aの
左側先端から起立してなる第7の突片42dと、板部4
2aの右側先端から起立してなる第8の突片42eとか
ら構成されている。そして、上記板部42aの先端側中
央には、図1に示す縦ボルト47が挿通される貫通穴4
2f(図2参照)が穿設されている。そして、上記第7
及び第8の突片42d,42eの中央には、それぞれ一
方又は他方のワイヤーロープ43,44の他端側が挿通
される貫通孔42g(図2参照)が穿設され、また第5
及び第6の突片42b,42cには、それぞれ図示しな
い貫通孔が穿設されてなるとともに、これらの貫通孔に
は、この支持板42と固定板41とを連結する支軸46
が挿通されている。
On the other hand, the support plate 42 is the fixed plate 41.
42a formed by a length slightly shorter than the length of
A fifth projecting piece 42b standing upright in FIG. 1 from the left side base end of the plate part 42a, and a sixth projecting piece 42c standing upright from the right side base end of the plate part 42a, A seventh projecting piece 42d standing upright from the left end of the plate portion 42a, and the plate portion 4
It is composed of an eighth projecting piece 42e standing upright from the right end of 2a. Then, the through hole 4 through which the vertical bolt 47 shown in FIG.
2f (see FIG. 2 ) is provided. And the above 7th
A through hole 42g (see FIG. 2 ) through which the other end of one or the other wire rope 43, 44 is inserted is formed in the center of each of the eighth projecting pieces 42d, 42e, and the fifth
The sixth projecting pieces 42b, 42c are provided with through holes (not shown), and the support shafts 42 connecting the support plate 42 and the fixed plate 41 are connected to the through holes.
Has been inserted.

【0031】なお、上述した構成に係る接合金物40に
より柱Pに接合される梁Hの一端には、図1に示すよう
に、上記一方のワイヤーロープ43が挿通される傾斜し
た挿通溝Hと、上記他方のワイヤーロープ44が挿通
される傾斜した挿通溝Hが形成されている。なお、上
記挿通溝Hと挿通溝Hとの間は、固定板41を柱P
に固定する横ボルト49の頭部が当接しないよう切断さ
れている。また、この梁Hの一端側中途部には、縦方向
に上記縦ボルト47が挿通される挿通穴Hが形成され
ている。また、上記柱Pには、この接合金物40の取付
位置よりもやや上方に、該柱Pの長さ方向とは直交する
方向にボルト挿通穴Pが形成され、このボルト挿通穴
の下方には、該ボルト挿通穴Pと平行となされ、
固定板41を柱Pに固定するための横ボルト49,49
が挿通される挿通穴P,Pが形成されている。
As shown in FIG. 1 , one end of the beam H which is joined to the pillar P by the joining hardware 40 having the above-mentioned structure, as shown in FIG. 1 , is a slanted insertion groove H 7 into which the one wire rope 43 is inserted. When insertion groove H 8 which is inclined above the other wire rope 44 is inserted. In addition, between the insertion groove H 7 and the insertion groove H 8 , the fixing plate 41 is fixed to the pillar P.
The head portion of the lateral bolt 49 fixed to is cut so as not to contact. In addition, an insertion hole H 9 is formed in the middle of one end of the beam H so that the vertical bolt 47 is inserted in the vertical direction. The aforementioned pillars P, slightly above the mounting position of the joining hardware 40, the longitudinal direction of the columnar P bolt insertion holes P 2 is formed in a direction perpendicular, in the bolt insertion hole P 2 On the lower side, it is parallel to the bolt insertion hole P 2 ,
Lateral bolts 49, 49 for fixing the fixing plate 41 to the pillar P
Insertion holes P 1 and P 1 are formed for inserting.

【0032】図3は、上述した実施の形態に係る接合金
物40により柱Pと梁Hとを接合した状態を示すもので
あり、上記固定板41は、横ボルト49とナット50と
により柱Pに固定されている。また、梁Hは、一方(及
他方の)ワイヤーロープ43(44)が挿通溝H
(挿通溝H)内に挿通されるとともに、支持板42
の上面により下面が支持されているとともに、縦ボルト
47とナット51とにより固定されている。なお、この
実施の形態においては、上記柱Pと梁Hとは、さらに、
上記ボルト挿通穴Pに挿通された羽子板ボルト54に
より固定されている。この羽子板ボルト54を構成する
板部54aには、上記縦ボルト47が挿通される貫通孔
54bが穿設され、該羽子板ボルト54は、柱Pの背面
側においてナット55と螺着されている。
[0032] FIG. 3 shows a state in which bonding the pillar P and the beam H by joining hardware 40 according to the embodiment of the implementation described above, the fixed plate 41 by a transverse bolt 49 and nut 50 It is fixed to the pillar P. In addition, the beam H, on the other hand (及
(And the other) wire rope 43 (44) is through groove H
7 (insertion groove H 8 ) and the support plate 42
The lower surface is supported by the upper surface and is fixed by vertical bolts 47 and nuts 51. In this embodiment, the pillar P and the beam H are further
It is fixed by the battledore bolts 54 inserted through the bolt insertion holes P 2 . A through hole 54b into which the vertical bolt 47 is inserted is bored in a plate portion 54a constituting the battledore bolt 54, and the battledore bolt 54 is screwed to a nut 55 on the back side of the pillar P.

【0033】したがって、上述した接合金具40によれ
ば、図4に示すように、支軸46を中心に支持板42を
回動させ、該支持板42と固定板41とが互いに対向し
た状態とすることができる。したがって、この実施の形
態に係る接合金具40によれば、柱Pに上記横ボルト4
9,49を介してこの接合金具40を固定した場合であ
っても、該接合金具40が大きく柱Pから突出し嵩張る
ことがない。したがって、多くの柱Pを積載して設置現
場に搬送することが可能となる。さらに、この接合金具
40では、設置現場において、梁Hを接合する際に、単
に、図4に示す状態から支軸46を中心に、支持板42
を回動させ、図2に示す状態とすれば良く、第1の実施
の形態に係る接合金具1や第2の実施の形態に係る接合
金具20のように、梁Hを支持する梁受け部材3や中央
支持板27により梁Hを支持させる部材を、固定する際
にボルトとナット(何れも符号は省略する。)を螺着さ
せる作業は必要なく、一層設置現場での作業性を向上さ
せることが可能となる。
Therefore, according to the above-described joining fitting 40, as shown in FIG. 4 , the support plate 42 is rotated around the support shaft 46 so that the support plate 42 and the fixed plate 41 face each other. can do. Therefore, according to the joining bracket 40 according to the implementation in the form of this, the transverse bolt to the column P 4
Even when the joint fitting 40 is fixed via 9, 49, the joint fitting 40 does not largely project from the pillar P and does not become bulky. Therefore, many pillars P can be loaded and transported to the installation site. Further, with this joint fitting 40, when the beam H is joined at the installation site, the support plate 42 is simply centered around the support shaft 46 from the state shown in FIG.
The beam receiving member for supporting the beam H, like the joining metal fitting 1 according to the first embodiment and the joining metal fitting 20 according to the second embodiment, may be obtained by rotating the . 3 and the member for supporting the beam H by the central support plate 27 do not require the work of screwing a bolt and a nut (both of which are omitted in the drawings) when fixing, and workability at the installation site is further improved. It becomes possible.

【0034】[0034]

【0035】[0035]

【0036】[0036]

【0037】[0037]

【0038】[0038]

【発明の効果】前述した本発明の各実施の形態の説明か
らも明らかなように、本発明によれば、以下の効果を奏
することができる
As is apparent from the above description of each embodiment of the present invention, the present invention can provide the following effects .

【0039】[0039]

【0040】[0040]

【0041】すなわち、この第の発明(請求項記載
の発明)に係る横架材の接合構造や の発明(請求
記載の発明)に係る横架材の接合金物では、支持板
は、少なくともこの固定板の下端から水平方向に突出さ
れる角度から該固定板と平行とされる角度に亘って回動
可能に取り付けられてなることから、固定板と支持板と
を平行に重ねることができるので、これらの発明によれ
ば、嵩張ることなく多数の柱を一度に搬送することがで
きる。また、この発明では、固定板と平行となるよう重
ねられた支持板を該固定板から水平方向に突出するよう
回動させることのみで、支持板に横架材を支持させるこ
とができる。したがって、柱を横にした状態で横架材を
接合する必要はなく、柱を施工した後に横架材を接合す
ることができる。特に、この柱に横架材を接合する作業
においては、最初に、横架材を支持板上に載置(仮置
き)し、その後に、締結具等を用いて接合することがで
きるので、従来の作業に比べ作業性を良好なものとする
ことができる。
[0041] That is, the bonding structure of the horizontal member and according to the first invention (the invention according to claim 1), in the bonding hardware of horizontal member according to the second invention (invention described in claim 2), Since the support plate is attached so as to be rotatable at least from an angle at which it projects in the horizontal direction from the lower end of the fixed plate to an angle parallel to the fixed plate, the fixed plate and the support plate are parallel to each other. it is possible to overlay the, according to these aspects of the invention
For example, a large number of columns can be transported at one time without being bulky. Further, according to the present invention, the horizontal plate can be supported on the support plate only by rotating the support plate, which is stacked so as to be parallel to the fixed plate, so as to horizontally project from the fixed plate. Therefore, with the pillars lying down,
It is not necessary to join, but the horizontal material is joined after the pillar is constructed.
You can Especially, the work of joining the horizontal material to this column
First, the horizontal member is placed on the support plate (temporary placement).
Then, they can be joined using fasteners.
Therefore, the workability is improved compared to conventional work.
be able to.

【0042】[0042]

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施の形態に係る横架材の接合金物が
柱に固定された状態を示す斜視図である。
FIG. 1 is a plan view showing a joining material for a horizontal member according to an embodiment of the present invention .
It is a perspective view which shows the state fixed to the pillar.

【図2】本発明の実施の形態に係る横架材の接合金物の
側面図である。
FIG. 2 is a joint metal piece for a horizontal member according to an embodiment of the present invention .
It is a side view.

【図3】本発明の実施の形態に係る横架材の接合構造を
示す側面図である。
FIG. 3 shows a joint structure for a horizontal member according to an embodiment of the present invention .
It is a side view shown.

【図4】横架材の接合金物を構成する固定板と支持板と
が平行となるよう支持板を回動させた状態を示す側面図
である。
FIG. 4 is a fixing plate and a supporting plate that form a joint metal member for a horizontal member .
Side view showing a state in which the support plate is rotated so that the
Is.

【図5】従来の接合金物が柱に固定された状態を示す斜
視図である。
FIG. 5 is an oblique view showing a state in which a conventional metal joint is fixed to a column.
It is a perspective view.

【符号の説明】[Explanation of symbols]

40 横架材の接合金物 41 固定板 42 支持板 43 一方のワイヤロープ 44 他方のワイヤーロープ P 柱 H 梁40 horizontal member joined hardware 41 fixing plate 42 supporting plate 43 one of the wires over rope 44 other wire rope P Column H Beam

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 柱に固定される固定板と、少なくともこ
の固定板の下端から水平方向に突出される角度から該固
定板と平行とされる角度に亘って回動可能に取り付けら
れてなる支持板と、一端は上記固定板の上端側一側に固
定され他端は上記支持板の先端側一側に固定されてなる
一方の線状体と、一端は上記固定板の上端側他側に固定
され他端は上記支持板の先端側他側に固定されてなる他
方の線状体とを有してなる接合金物が柱に固定され、 該柱に接合される横架材の一端には、上記一方の線状体
と他方の線状体が挿入される挿入溝が形成され、 上記横架材は、上記挿入溝内に上記一方及び他方の線状
体が挿入されるとともに、上記支持板により下面が支持
された状態で柱に接合されてなることを特徴とする横架
材の接合構造。
1. A fixing plate fixed to a pillar, and at least this fixing plate.
From the lower end of the fixing plate of the
It is attached so that it can be rotated over an angle that is parallel to the fixed plate.
Support plate, and one end is fixed to the upper end side of the fixed plate.
And the other end is fixed to one end of the support plate on the tip side.
One linear body and one end fixed to the upper end side and the other side of the fixing plate
And the other end is fixed to the other end of the support plate.
The metal fitting having the other linear body is fixed to the column, and one end of the horizontal member to be joined to the column has one of the linear bodies.
And is formed an insertion hole other linear body is inserted, said horizontal members, said one and the other linear into the insertion groove
The lower surface is supported by the support plate while the body is inserted
A horizontal bridge characterized by being joined to a pillar in the state of being
Joining structure of materials.
【請求項2】 柱に固定される固定板と、少なくともこ
の固定板の下端から水平方向に突出される角度から該固
定板と平行とされる角度に亘って回動可能に取り付けら
れてなる支持板と、一端は上記固定板の上端側一側に固
定され他端は上記支持板の先端側一側に固定されてなる
一方の線状体と、一端は上記固定板の上端側他側に固定
され他端は上記支持板の先端側他側に固定されてなる他
方の線状体と、を備えてなることを特徴とする横架材の
接合金物。
2. A fixing plate fixed to the pillar, and at least this fixing plate.
From the lower end of the fixing plate of the
It is attached so that it can be rotated over an angle that is parallel to the fixed plate.
Support plate, and one end is fixed to the upper end side of the fixed plate.
And the other end is fixed to one end of the support plate on the tip side.
One linear body and one end fixed to the upper end side and the other side of the fixing plate
And the other end is fixed to the other end of the support plate.
One of the linear members, and
Joining hardware.
JP20727899A 1999-07-22 1999-07-22 Joint structure of horizontal member and metal joint of horizontal member used for this structure Expired - Fee Related JP3475197B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20727899A JP3475197B2 (en) 1999-07-22 1999-07-22 Joint structure of horizontal member and metal joint of horizontal member used for this structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20727899A JP3475197B2 (en) 1999-07-22 1999-07-22 Joint structure of horizontal member and metal joint of horizontal member used for this structure

Publications (2)

Publication Number Publication Date
JP2001032375A JP2001032375A (en) 2001-02-06
JP3475197B2 true JP3475197B2 (en) 2003-12-08

Family

ID=16537158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20727899A Expired - Fee Related JP3475197B2 (en) 1999-07-22 1999-07-22 Joint structure of horizontal member and metal joint of horizontal member used for this structure

Country Status (1)

Country Link
JP (1) JP3475197B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2407831B (en) * 2003-11-07 2007-10-24 Simon Grime Method of mounting floor joists and joist support for use in the method
JP5707298B2 (en) * 2011-10-25 2015-04-30 義邦 大倉 Joint

Also Published As

Publication number Publication date
JP2001032375A (en) 2001-02-06

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