JP3341144B2 - Connection structure of pillar and hut beam in steel structure building and connection plate used for this connection - Google Patents

Connection structure of pillar and hut beam in steel structure building and connection plate used for this connection

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Publication number
JP3341144B2
JP3341144B2 JP13752997A JP13752997A JP3341144B2 JP 3341144 B2 JP3341144 B2 JP 3341144B2 JP 13752997 A JP13752997 A JP 13752997A JP 13752997 A JP13752997 A JP 13752997A JP 3341144 B2 JP3341144 B2 JP 3341144B2
Authority
JP
Japan
Prior art keywords
plate
joint
steel
web
column
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
JP13752997A
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Japanese (ja)
Other versions
JPH10311088A (en
Inventor
温人 内海
秀治 内海
Original Assignee
内海鉄構建設株式会社
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Publication date
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Priority to JP13752997A priority Critical patent/JP3341144B2/en
Publication of JPH10311088A publication Critical patent/JPH10311088A/en
Application granted granted Critical
Publication of JP3341144B2 publication Critical patent/JP3341144B2/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]

【発明の属する技術分野】本発明は鉄骨構造建築物にお
ける柱と小屋ばりの結合部構造及びこの結合部に使用さ
れる結合板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between a pillar and a shed in a steel structure building and a joint plate used for the joint.

【0002】[0002]

【従来の技術】柱や小屋ばりなどの主要な骨部材を建築
現場で全く溶接を行うことなく結合板及びボルトナット
のみで結合することにより組み立てられるものとした鉄
骨構造建築物は既に存在している。
2. Description of the Related Art There is already a steel structure building which can be assembled by connecting main bone members such as pillars and shed beams with only connecting plates and bolts and nuts without performing any welding at a building site. I have.

【0003】この種の鉄骨構造建築物に於いて柱に小屋
ばりを剛結するさいは、例えば、予め柱に結合用の短小
な付加部材を溶接により固着し、この付加部材に小屋ば
りの端部を結合板及びボルトを介して結合させるように
行われている。
[0003] In this type of steel structure building, when a shed is rigidly connected to a pillar, for example, a short additional member for connection is fixed to the pillar in advance by welding, and the end of the shed is attached to this additional member. The parts are connected via a connecting plate and a bolt.

【0004】[0004]

【発明が解決しようとする課題】上記のように柱などに
付加部材を溶接することは骨部材の製作を手間のかかる
ものとなすのであり、また付加物を固着された骨部材は
吊り上げ時などにバランスをとり難いため組立などの能
率を妨げる要因をなすのであり、また柱などには防錆の
ために亜鉛メッキをどぶ漬けにより施すが、この処理に
於いて、付加部材などにも亜鉛液を均一に被着させるこ
とは付加物の存在しない場合に較べ多くの手間がかかる
のであり、さらに付加部材の存在はトラックなどへの積
み付けのさい嵩張るものとなって合理的な運搬を損ねる
のである。
The welding of the additional member to the column or the like as described above makes the production of the bone member troublesome, and the bone member to which the additional material is fixed is used for lifting or the like. Because it is difficult to balance the components, it is a factor that hinders the efficiency of assembly, etc.In addition, zinc plating is applied to pillars and the like by dipping in zinc to prevent rust. It takes a lot of time and effort to apply a uniform material compared to the case where there is no additional material, and the presence of the additional member becomes bulky when stacked on trucks etc. and impairs reasonable transportation. is there.

【0005】本発明は、斯かる不都合を解消させ得るも
のとした鉄骨構造建築物における柱と小屋ばりの結合部
構造及びこの結合部に使用される結合板を提供すること
を目的とする。
It is an object of the present invention to provide a joint structure between a pillar and a shed in a steel structure building and a joint plate used for the joint, which can solve such a problem.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明に於いては、H型鋼からなる柱の内面側フラ
ンジの外面に対し、少なくとも断面がコ字形でその各辺
部が他部材との接合面となされた第一結合板を使用し、
これと断面がL字形でその各辺部が他部材との接合面と
なされた第二結合板及び又は、断面がL字形を除いた一
曲がり形でその各辺部が他部材との接合面となされた第
三結合板及び又は、平面板でその各端部側が他部材との
接合面となされた第四結合板などを用いて構成される鉄
骨構造建築物における柱と小屋ばりの結合部構造とな
す。
In order to attain the above object, according to the present invention, at least the cross section is U-shaped and each side is formed of another member with respect to the outer surface of the inner flange of the column made of H-section steel. Use the first coupling plate made with the joint surface with
And a second coupling plate having an L-shaped cross section and each side of which is a joining surface with another member, and / or a one-curved cross section having an L-shaped section excluding the L-shaped joining surface with another member. And the third joint plate and / or the joint portion between the pillar and the shed in the steel structure building which is constituted by using the fourth joint plate or the like, each end of which is a joint surface with another member with a flat plate Structure.

【0007】この発明によれば、柱と小屋ばりなどの主
要な骨部材が手間少なく形成されるのであり、また柱部
材は付加物が存在しないため吊り上げ時などにバランス
のよいものとなって組立などの処理を容易迅速に行える
ものとなる。また結合板及びボルトナットによる結合が
熟練を要しないで行えるものとなる。さらに、一様断面
で直状の骨部材は亜鉛メッキ処理や運搬を合理的となす
のである。
According to the present invention, the pillars and the main bone members such as the shed are formed with little effort, and the pillar members are well-balanced at the time of lifting and the like because there is no additional material. And the like can be easily and quickly performed. Further, the connection by the connecting plate and the bolt and nut can be performed without skill. In addition, a straight bone member with a uniform cross-section makes galvanizing and transporting rational.

【0008】上記柱と小屋ばりの結合部の構造は具体的
には次のようになす。即ち、ウエッブがはり間方向とな
されたH型鋼からなる柱の内面側フランジの外面に、ウ
エッブが上下方向となされたH型鋼からなる小屋ばりの
端面を衝接させ、柱上端部のウエッブを挟み付けるよう
に一対の断面コ字形の上下端に折り曲げ鍔を備えた第一
結合板を配置して、ボルトナットで結合し、このさい第
一結合板の上部折り曲げ鍔を接合面部のウエッブから離
れる他の桁行方向へ向かうものとなし、該上部折り曲げ
鍔と前記小屋梁の上側フランジとを平面板となされた第
四結合板を橋渡し状に載置すると共に、これを介して両
者をボルトナットで結合し、さらに柱の内面側フランジ
と小屋ばりの下側フランジ間に断面が一曲がり形となさ
れた第三の結合板を橋渡し状に当接させ、これを介して
柱の内面側フランジと小屋ばりの下端フランジの接合面
部をボルトナットで結合するものとなす。
The structure of the joint between the pillar and the hut beam is specifically as follows. That is, the end face of the shed bar made of H-shaped steel whose web is formed vertically is brought into contact with the outer surface of the inner flange of the column made of H-shaped steel whose web is formed between the beams, and the web at the top end of the column is sandwiched. A pair of first connecting plates having bent flanges are arranged at upper and lower ends of a U-shaped cross section so as to be attached, and connected with bolts and nuts. In this case, the upper bent flange of the first connecting plate is separated from the web of the joint surface portion. The upper bending flange and the upper flange of the shed beam are placed on a fourth connecting plate, which is a flat plate, in a bridging manner, and the two are connected to each other with bolts and nuts via this. Further, a third connecting plate having a curved cross section is abutted between the inner flange of the column and the lower flange of the shed beam in a bridging manner, and the inner flange of the column and the shed beam are interposed therebetween. Bottom edge of Eggplant and those that bind the bonding surface of Nji a bolt nut.

【0009】このさい、H型鋼からなる柱と小屋ばりを
結合するための第一結合板は、平面視形状が平行四辺形
となされた鋼板の対向した各端部側部分を折り曲げてコ
字形の上下端に折り曲げ鍔を備えたものとなすと共にそ
の各辺部にボルト孔を設けてこれら各辺部を他部材との
接合面部となし、中央の接合面部が柱のウエッブにボル
トナットで固定され、対向辺部の何れか1つの接合面部
が小屋ばりに固定された他の結合板にボルトナットで固
定される構成となすのである。
At this time, the first connecting plate for connecting the column made of the H-shaped steel and the hut beam is formed by bending each of opposing end side portions of a steel plate having a parallelogram shape in plan view by forming a U-shape. Bending flanges are provided at the upper and lower ends, and bolt holes are provided on each side thereof to make these sides joint surfaces with other members, and the central joint surface portion is fixed to the web of the column with a bolt nut. In this case, any one of the joining surfaces of the opposing sides is fixed to another connecting plate fixed to the shed by bolts and nuts.

【0010】なお、上記第一結合板に於いて、対向した
一対の接合面部間に桁行方向のつなぎの端部を内嵌さ
せ、この接合面部とつなぎの端部とをボルトナットで結
合させるようになすことも可能である。
In the first connecting plate, an end of a connecting member in a row direction is fitted between a pair of opposing connecting surfaces, and the connecting surface and the connecting end are connected by a bolt nut. It is also possible to do.

【0011】また上記第四結合板の上面に一定長さの尾
垂れ部材の基端部を所要方向へ向けて載置し、この基端
部をこの第四結合板を介し前記第一結合板或いは小屋ば
りにボルトナットで固定するようになすことも可能であ
る。
Further, a base end of a tail hanging member having a predetermined length is placed on an upper surface of the fourth connecting plate in a required direction, and the base end is connected to the first connecting plate via the fourth connecting plate. Or it is also possible to fix it to a shed with bolts and nuts.

【0012】[0012]

【発明の実施の形態】以下、本発明に係る鉄骨構造建築
物の一実施例を図1〜図10を参照して説明する。本実
施例の鉄骨構造建築物は、図1、図2及び図3に示すよ
うに柱1、間柱2、小屋ばり3、母屋4、胴縁5などか
らなっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a steel structure building according to the present invention will be described below with reference to FIGS. As shown in FIGS. 1, 2, and 3, the steel structure building according to the present embodiment includes a pillar 1, a stud 2, a hut beam 3, a main house 4, a trunk edge 5, and the like.

【0013】このさい、柱1及び小屋ばり3は市販の規
格材である直状H形鋼を適当寸法に切断して形成し、間
柱2、母屋4及び胴縁5は市販の規格材であるC形軽量
形鋼を適当寸法に切断して形成する。
At this time, the pillar 1 and the hut beam 3 are formed by cutting a straight H-shaped steel, which is a commercially available standard material, into appropriate dimensions, and the studs 2, the purlin 4 and the rim 5 are commercially available standard materials. It is formed by cutting a C-shaped lightweight section steel to an appropriate size.

【0014】上記柱1、間柱2、小屋ばり3、母屋4及
び胴縁5などの相互は独立状の結合板及びボルトナット
を介して結合するのであり、結合板としては、少なくと
も図4に示すような第一結合板6を使用するのであり、
この外には第二結合板7や第三結合板8及び第四結合板
9などの四種が使用される。
The columns 1, studs 2, hut beam 3, purlin 4 and rim 5 are connected to each other via independent connecting plates and bolt nuts. The connecting plates are at least shown in FIG. The first coupling plate 6 is used.
In addition, four types such as a second coupling plate 7, a third coupling plate 8, and a fourth coupling plate 9 are used.

【0015】ここに、第一結合板6は断面がコ字形で折
り曲げ鍔となされる各辺部を含めて他部材との接合面部
6a、6b、6cとなされるものである。第二結合板7
は断面がL字形でその各辺部が他部材との接合面部7
a、7bとなされたものであり、第三結合板8は断面が
L字形を除く一曲がり形でその各辺部が他部材との接合
面部8a、8bとなされたものである。そして第四結合
板9は平面板でその各端部側が他部材との接合面部9
a、9bとなされたものである。上記各結合板6、7、
8、9は任意な手法で製作してよいのであり、例えば、
折り曲げ状のものは、平行四辺形などとなされた鋼板の
各辺部にボルト孔aを設け、各接合面部の境界を折り曲
げるようになす。
Here, the first coupling plate 6 has a U-shaped cross section and is formed with joint surfaces 6a, 6b, and 6c with other members, including the respective sides formed as bent flanges. Second coupling plate 7
Has an L-shaped cross section and each side has a joint surface 7 with another member.
The third coupling plate 8 has a cross section of one bend except for an L-shape, and each side thereof is formed as a joint surface 8a, 8b with another member. The fourth coupling plate 9 is a flat plate, and each end of the fourth coupling plate 9 is a joint surface 9 with another member.
a and 9b. Each of the coupling plates 6, 7,
8, 9 may be manufactured by any method, for example,
In the case of a bent shape, a bolt hole a is provided on each side of a steel plate formed in a parallelogram or the like, so that the boundary between the joint surfaces is bent.

【0016】図1に示す左右方向(はり間方向)f1で
対向した一対の柱1、1と左右の小屋ばり3、3はアー
チ形ラーメンとなしてあり、このラーメンが基礎10上
に桁行方向f2の適当間隔毎に並設してある。このラー
メンには左右の小屋ばり3、3の結合部k1と、柱1及
び小屋ばり3の結合部k2とがある。
A pair of pillars 1 and 1 and left and right hut beams 3 and 3 facing each other in a left-right direction (inter-beam direction) f1 shown in FIG. 1 are formed as arch-shaped ramen. They are juxtaposed at appropriate intervals of f2. This ramen has a joint k1 between the left and right shed beams 3, 3 and a joint k2 between the pillar 1 and the shed beam 3.

【0017】柱1と小屋ばり3の結合部k2の構造を説
明すると、次のとおりである。即ち、図5に示すよう
に、ウエッブ1aがはり間方向f1となされた柱1の内
面側フランジ1bの外面に、ウエッブ3aが上下方向と
なされた小屋ばり3の端面を衝接させる。そして柱1上
端のウエッブ1aを挟み付けるように一対の第一結合板
61の中央辺部の接合面部6bを配置して、接合面部6
bと柱1上部のウエッブ1aとをボルトナットで結合す
る。このさい、各第一結合板61の上下の接合面部6
a、6cはウエッブ1aから離れる方向の桁行方向へ向
かわせる。そして、上側の接合面部6aと小屋ばり3の
上側フランジ3bとに第四結合板91を橋渡し状に載置
し、この第四結合板91の一端側の接合面部9aと第一
結合板61の上側の接合面部6a、そして他端側の接合
面部9bと小屋ばり3の上側フランジ3bの各対をボル
トナットで結合する。
The structure of the joint k2 between the pillar 1 and the hut beam 3 will be described below. That is, as shown in FIG. 5, the end face of the hut beam 3 in which the web 3a is formed in the vertical direction is brought into contact with the outer surface of the inner flange 1b of the column 1 in which the web 1a is formed in the inter-beam direction f1. Then, the joining surface portion 6b at the central side of the pair of first coupling plates 61 is arranged so as to sandwich the web 1a at the upper end of the column 1, and the joining surface portion 6
b and the web 1a on the upper part of the column 1 are connected with bolts and nuts. At this time, the upper and lower joint surfaces 6 of each first coupling plate 61
a and 6c are directed in the column direction away from the web 1a. Then, the fourth coupling plate 91 is placed on the upper joining surface 6 a and the upper flange 3 b of the hut beam 3 in a bridging manner, and the joining surface 9 a on one end side of the fourth coupling plate 91 and the first joining plate 61 Each pair of the upper joining surface 6a, the other joining surface 9b, and the upper flange 3b of the cabin 3 is joined by bolts and nuts.

【0018】さらに、柱1の内面側フランジ1bと小屋
ばり3の下側フランジ3cとに第三結合板83を橋渡し
状に当接させ、この第三結合板83の一端側の接合面部
8aと柱1の内面側フランジ1b、そして他端側の接合
面部8bと小屋ばり3の下側フランジ3cの各対をボル
トナットで結合する。
Further, a third coupling plate 83 is brought into contact with the inner flange 1b of the column 1 and the lower flange 3c of the hut beam 3 in a bridging manner, and the third coupling plate 83 is joined to the joining surface 8a at one end. Each pair of the inner flange 1b of the column 1 and the lower flange 3c of the cabin 3 with the joining surface 8b on the other end side are connected by bolts and nuts.

【0019】このさい、11は必要に応じて設けられる
尾垂れ部材であるが、これの固定は次のようになす。即
ち、上記第四結合板91の上面に一定長さの尾垂れ部材
11の基端部を所要方向へ向けて載置し、この基端部を
第四結合板91及び前記ボルトナットを介し前記第一結
合板61や小屋ばり3の上側フランジ3bに固定する。
At this time, reference numeral 11 denotes a tail hanging member which is provided as needed, and is fixed as follows. That is, the base end of the tail hanging member 11 having a certain length is placed on the upper surface of the fourth connection plate 91 in a required direction, and the base end is inserted through the fourth connection plate 91 and the bolt nut. It is fixed to the first coupling plate 61 and the upper flange 3b of the cabin beam 3.

【0020】上記母屋4は桁行方向f2へ並設された小
屋ばり3の上側フランジ3bの上面に橋渡し状となされ
てはり間方向f1の適当間隔に並設してある。各母屋4
は小屋ばり3の上側フランジ3bに結合してある。各母
屋4と小屋ばり3の結合は、適宜な結合板とボルトナッ
トで結合してよいのであり、例えば第二結合板7の一辺
部の接合面部7aを小屋ばり3の上側フランジ3bにボ
ルトナットで結合し、他辺部の接合面7bを母屋4にボ
ルトナットで結合させるように行う。
The purlins 4 are formed in a bridging manner on the upper surface of the upper flange 3b of the shed beams 3 arranged side by side in the row direction f2, and are juxtaposed at appropriate intervals in the inter-beam direction f1. Each purlin 4
Is connected to the upper flange 3b of the shed 3. Each purlin 4 and the hut beam 3 may be connected by an appropriate connecting plate and a bolt nut. For example, the joining surface 7a on one side of the second connecting plate 7 may be connected to the upper flange 3b of the hut beam 3 by the bolt nut. And the joint surface 7b on the other side is joined to the purlin 4 with bolts and nuts.

【0021】上記胴縁5は柱1及び間柱2に水平方向の
端渡し状で上下方向の適当間隔に並設してあり、胴縁5
と柱1や間柱2との固定は、例えば図3に示すように第
二結合板71の一方の接合面部7aを胴縁5に、そして
他方の接合面部7bを柱1や間柱2に及びボルトナット
で結合させるように行う。
The body edge 5 is arranged side by side in the horizontal direction on the pillar 1 and the stud 2 at an appropriate interval in the vertical direction.
For example, as shown in FIG. 3, one joint surface 7 a of the second connecting plate 71 is fixed to the body edge 5, and the other joint surface 7 b is fixed to the pillar 1 or the stud 2 by bolts. Perform so as to connect with nuts.

【0022】14は窓を設置するため枠部材、15は骨
組み構造の変形を規制するためのブレースで、これらも
適宜な結合板やボルトナット又はビスなどで固定する。
なお、16は屋根面をなす波形スレート、17は樋であ
る。
Reference numeral 14 denotes a frame member for installing a window, and 15 denotes a brace for restricting deformation of the frame structure. These braces are also fixed by a suitable connecting plate, bolt nut or screw.
In addition, 16 is a waveform slate which forms a roof surface, and 17 is a gutter.

【0023】上記の実施例に於いては、骨組み構造のは
り間方向f1をラーメン構造となしてあるが、桁行方向
f2はいわゆるピン結合構造となされている。このよう
な構造に代えて桁行方向f2をもラーメン構造となすこ
とが要望されることがある。
In the above embodiment, the frame-to-beam direction f1 of the skeletal structure is a rigid frame structure, but the beam direction f2 is a so-called pin connection structure. Instead of such a structure, it is sometimes desired that the column direction f2 also be a ramen structure.

【0024】このような場合は、柱1相互間や小屋ばり
3相互間などに桁行方向の強靭なつなぎ18を設けるの
である。柱1の上端部相互間につなぎ18を設ける場
合、柱1上端部とつなぎ18の結合部は次のようにな
す。即ち、図6に示すように、柱1と小屋ばり3の結合
部k2に於ける第一結合板61を、その対向した接合面
部6a、6cの長さを桁行方向f2へ延長されたものと
なし、この一対の接合面部6a、6c間につなぎ18の
端部を内嵌させ、接合面部6a、6cとつなぎ18の端
部をボルトナットで結合させるようになす。この結合状
態を桁行方向から見ると図7に示すようなものとなる。
In such a case, a strong tie 18 in the row direction is provided between the columns 1 and between the sheds 3. When the joint 18 is provided between the upper ends of the columns 1, the joint between the upper end of the column 1 and the joint 18 is as follows. That is, as shown in FIG. 6, the first connecting plate 61 at the connecting portion k2 between the column 1 and the hut beam 3 is obtained by extending the length of the opposing connecting surface portions 6a and 6c in the row direction f2. None, the end of the joint 18 is fitted between the pair of joint surfaces 6a and 6c, and the joint surfaces 6a and 6c and the end of the joint 18 are joined by a bolt and nut. When viewed from the column direction, this combined state is as shown in FIG.

【0025】また水平な小屋ばり3を結合された柱1の
上端部につなぎを結合する場合、或いは柱1の高さ途中
相互間につなぎ18を設ける場合には、柱1とつなぎ1
8との結合部は、図6に於ける第一結合板61及びつな
ぎ18を図8に示すように垂直に向け、両者61、18
を図6に於けると同様に結合する。
Further, in the case where a tether is connected to the upper end of the pillar 1 to which the horizontal shed 3 is connected, or in the case where a tether 18 is provided between the heights of the pillars 1, the tether 1 and the tether 1 are used.
8, the first connecting plate 61 and the joint 18 in FIG. 6 are oriented vertically as shown in FIG.
Are combined in the same manner as in FIG.

【0026】また小屋ばり3の相互間を結合する場合に
は、小屋ばり3とつなぎ18との結合部は第二結合板7
若しくは断面T形の結合板などを使用しボルトナットで
結合する。
When connecting the shed beams 3 to each other, the connecting portion between the shed beams 3 and the joint 18 is formed by the second connecting plate 7.
Alternatively, using a coupling plate having a T-shaped cross section, the components are connected by bolts and nuts.

【0027】なお上記実施例に於いて、第一結合板6、
61を二つの第二結合板7、7で置き代えることは差し
支えない。
In the above embodiment, the first coupling plate 6,
It is permissible to replace 61 with two second coupling plates 7,7.

【0028】[0028]

【発明の効果】以上のように構成した本発明によれば、
格別の技能を要することなく小屋ばりの主要な骨部材が
付加物のない直状のものであるから吊り上げなどをバラ
ンスよく行えて容易に行えるものであり、また骨部材に
付加物を固着することは全く不要となって主要な骨部材
の作成に要する手間が大幅に減少されるものとなり、ま
た主要な骨部材に付加物が全く存在しないため、亜鉛メ
ッキを手間少なく円滑にしかも均一な厚さに施すことが
でき、さらには建築現場への骨部材の運搬などを効率的
に行えるものである。
According to the present invention configured as described above,
Since the main bone members of the hut beam are straight without any additional material without special skills, lifting can be performed in a balanced and easy manner, and the additional material should be fixed to the bone members. Is not required at all, and the labor required to create the main bone members is greatly reduced.In addition, since there is no addition to the main bone members, galvanization is less troublesome and smooth and uniform thickness In addition, it is possible to efficiently transport bone members to a construction site.

【0029】請求項2に記載のものによれば、柱と小屋
ばりを溶接付けされた付加物の存在しない一様断面の直
状骨部材のまま、簡易な構造で剛節状態に結合できるも
のとなるのである。そして請求項3に記載のものによれ
ば、尾垂れを要する屋根の骨構造を溶接を要することな
く簡易に形成できるものである。
According to the second aspect of the present invention, the column and the hut beam can be connected to each other in a rigid structure with a simple structure while maintaining a straight bone member having a uniform cross section and no welded addition. It becomes. According to the third aspect, the roof bone structure that requires tail hanging can be easily formed without requiring welding.

【0030】請求項4に記載の結合板は従来品にない独
特なものであって、小屋ばりの結合構造を能率良く簡易
に得られるものとなすことができる。
The connecting plate according to the fourth aspect is a unique one not found in conventional products, and the connecting structure of the hut can be obtained efficiently and simply.

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

【図1】本発明の一実施例に係る鉄骨構造建築物を示す
図である。
FIG. 1 is a view showing a steel structure building according to an embodiment of the present invention.

【図2】上記建築物の内部を示す部分図である。FIG. 2 is a partial view showing the inside of the building.

【図3】上記建築物の外部を示す部分図である。FIG. 3 is a partial view showing the outside of the building.

【図4】上記建築物に使用される各種結合板を示す図で
ある。
FIG. 4 is a view showing various connecting plates used for the building.

【図5】上記建築物に於ける左右の小屋ばりの結合部を
示す図である。
FIG. 5 is a diagram showing a joint of left and right hut beams in the building.

【図6】上記建築物の柱と小屋ばりの結合部につなぎを
結合させた構造を示す図である。
FIG. 6 is a view showing a structure in which a joint is connected to a connecting portion between a pillar and a hut of the building.

【図7】図8の結合構造を桁行方向から見た図である。FIG. 7 is a view of the coupling structure of FIG. 8 as viewed from the column direction.

【図8】水平な小屋ばりの結合された柱上端部につなぎ
を結合させた構造を示す図である。
FIG. 8 is a view showing a structure in which a joint is connected to the upper end portion of a pillar connected to a horizontal hut beam.

【符号の説明】[Explanation of symbols]

1 柱 1a ウエッブ 1b 内面側フランジ 3 小屋ばり 3a ウエッブ 3b 上側フランジ 4 母屋 5 胴縁 6、61 第一結合板 6a、6b、6c 接合面部 7、71、72 第二結合板 7a、7b 接合面部 8 第三結合板 8a、8b 接合面部 9 、91、92 第四結合板 11 尾垂れ部材 18 つなぎ a ボルト孔 f1 はり間方向 f2 桁行方向 DESCRIPTION OF SYMBOLS 1 Column 1a Web 1b Inner side flange 3 Shed bar 3a Web 3b Upper flange 4 Purlin 5 Body edge 6,61 First joint plate 6a, 6b, 6c Joint surface part 7,71,72 Second joint plate 7a, 7b Joint surface part 8 Third connecting plate 8a, 8b Joining surface portion 9, 91, 92 Fourth connecting plate 11 Tail hanging member 18 Joining a Bolt hole f1 Beam direction f2 Digit row direction

フロントページの続き (51)Int.Cl.7 識別記号 FI E04B 7/06 E04B 7/06 B (56)参考文献 特開 昭48−47454(JP,A) 実願 昭52−9378号(実開 昭53− 105407号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭55−14432号(実開 昭56− 116504号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭54−389905号(実開 昭55− 138221号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U)Continuation of the front page (51) Int.Cl. 7 identification code FI E04B 7/06 E04B 7/06 B (56) References JP-A-48-47454 (JP, A) Jpn. Microfilm (JP, U) photographing the contents of the specification and drawings attached to the application form of the Japanese Patent Application No. 53-105407) The specification attached to the application form of Japanese Utility Model Application No. 55-14432 (Japanese Utility Model Application No. 56-116504) And microfilm (JP, U) photographing the contents of the specification and drawings attached to the application form of Japanese Patent Application No. 54-389905 (Japanese Utility Model Application No. 55-138221). )

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 H型鋼からなる柱、同つなぎ、同小屋ば
り、及び同尾垂れ部材などからなる鉄骨構造建築物に対
し、少なくとも断面がコ字形でその各辺部が他部材との
接合面となされた第一結合板を使用し、これに断面がL
字形でその各辺部が他部材との接合面となされる箇所に
ボルト孔を穿設した第二結合板及び又は、断面がL字形
を除いた一曲がり形でその各辺部が他部材との接合面と
なされる箇所にボルト孔を穿設した第三結合板及び又
は、平面板でその各端部側が他部材との接合面となされ
る箇所にボルト孔を穿設した第四結合板などを組合せ使
用するものとなし、このさい第一結合板は平面視形状が
平行四辺形となされた鋼板の対向した各端部側部分をコ
字形に折り曲げて上下端に折り曲げ鍔を形成すると共に
その各辺部にボルト孔を設けてこれら各辺部を他部材と
の接合面部となし、中央の接合面部を柱のウエッブに対
しボルトナットで固定されるものとなしてあることを特
徴とする鉄骨構造建築物に於ける柱と小屋ばりの結合部
構造。
1. A steel frame structure including a column, a joint, a hut beam, a tail hanging member, and the like made of an H-shaped steel, having at least a U-shaped cross section and each side having a joint surface with another member. Is used, and the cross section is L
A second coupling plate in which a bolt hole is perforated at a position where each side is formed as a joint surface with another member in the shape of a letter, and / or a cross section whose cross section is one-sided except for an L-shape, and each side thereof is connected to another member And / or a fourth connecting plate having a flat plate with a bolt hole formed at a position where each end of the flat plate is formed with a connecting surface with another member. In this case, the first coupling plate is formed by bending each opposed end portion of the steel plate having a parallelogram shape in plan view into a U-shape to form bent flanges at upper and lower ends. Each side is provided with a bolt hole, these sides are formed as joint surfaces with other members, and the central joint surface is fixed to the web of the column with a bolt and nut. Joint structure of pillar and hut beam in steel structure building.
【請求項2】 ウエッブがはり間方向となされたH型鋼
からなる柱の内面側フランジの外面に、ウエッブが上下
方向となされたH型鋼からなる小屋ばりの端面を衝接さ
せ、また柱上端部のウエッブを挟み付けるように一対の
断面コ形の第一結合板を配置し、このさい第一結合板は
平面視形状が平行四辺形となされた鋼板の対向した各端
部側部分をコ字形に折り曲げて上下端に折り曲げ鍔を形
成すると共にその各辺部にボルト孔を設けてこれら各辺
部を他部材との接合面部となし、中央の接合面部を柱の
ウエッブにボルトナットで固定し、且つ折り曲げ鍔部の
接合面部間にH型鋼のつなぎ端部を内嵌させ、各折り曲
げ鍔部とつなぎのフランジとの当接面をボルトナットで
固定させる構成となしたことを特徴とする鉄骨構造建築
物に於ける柱と小屋ばりの結合部構造。
2. An end face of a shed beam made of H-shaped steel having a vertical web and an outer end face of an inner flange of a column made of an H-shaped steel having a web formed between beams, and an upper end of the pillar. A pair of first coupling plates having a U-shaped cross section are arranged so as to sandwich the web, and the first coupling plate has a U-shape at each of the opposed end portions of the steel plate having a parallelogram shape in plan view. Bend flanges are formed at the upper and lower ends, and bolt holes are provided on each side thereof, and these sides are formed as joint surfaces with other members, and the central joint surface is fixed to the web of the column with a bolt nut. A steel frame having a configuration in which a connecting end of an H-shaped steel is internally fitted between joining surfaces of the bent flanges, and a contact surface between each bent flange and the connecting flange is fixed with a bolt nut. Pillars and sheds in structural buildings Beam joint structure.
【請求項3】 ウエッブがはり間方向となされたH型鋼
からなる柱の内面側フランジの外面に、ウエッブが上下
方向となされたH型鋼からなる小屋ばりの端面を衝接さ
せ、また柱上端部のウエッブを挟み付けるように一対の
断面コ形の第一結合板を配置し、このさい第一結合板は
平面視形状が平行四辺形となされた鋼板の対向した各端
部側部分をコ字形に折り曲げて上下端に折り曲げ鍔を形
成すると共にその各辺部にボルト孔を設けてこれら各辺
部を他部材との接合面部となし、中央の接合面部を柱の
ウエッブにボルトナットで固定し、且つ上部折り曲げ鍔
と前記小屋ばりの上側フランジとを平面板でその各端部
側が他部材との接合面となされた第四結合板を橋渡し状
に載置してボルトナットで固定させるほか、柱の内面側
フランジの上部と小屋ばりの下側フランジに対し断面が
一曲がり形となされた第三の結合板を当接させ、この第
三結合板の一端側の接合面部と柱の内面側フランジの上
端部、及び第三結合板の他端側の接合面部と小屋ばりの
下側フランジをボルトナットで結合した構成を特徴とす
る鉄骨構造建築物に於ける柱と小屋ばりの結合部構造。
3. An end face of a shed beam made of H-shaped steel having a web formed vertically and abutting against an outer surface of an inner flange of a column made of H-shaped steel having a web formed between beams. A pair of first coupling plates having a U-shaped cross section are arranged so as to sandwich the web, and the first coupling plate has a U-shape at each of the opposed end portions of the steel plate having a parallelogram shape in plan view. Bend flanges are formed at the upper and lower ends, and bolt holes are provided on each side thereof, and these sides are formed as joint surfaces with other members, and the central joint surface is fixed to the web of the column with a bolt nut. In addition, the upper bending flange and the upper flange of the hut beam are flat plates, and each end side of the fourth bonding plate is formed as a joint surface with another member. The upper and lower part of the inner flange of the column A third connecting plate having a one-curved cross section is brought into contact with the lower flange of the roof, and the joining surface at one end of the third connecting plate and the upper end of the inner flange of the column, and A joint structure of a pillar and a shed beam in a steel structure building, wherein a joining surface portion on the other end side of the joining plate and a lower flange of the shed beam are joined by bolts and nuts.
【請求項4】 平面視形状が平行四辺形となされた鋼板
の対向した各端部側部分をコ字形に折り曲げて上下端に
折り曲げ鍔を形成すると共にその各辺部にボルト孔を設
けてこれら各辺部を他部材との接合面部となし、中央の
接合面部は柱のウエッブにボルトナットで固定され、折
り曲げ鍔部は小屋ばり及び又はつなぎなどにボルトナッ
トで固定するものとなされる鉄骨構造建築物に於ける柱
と小屋ばりの結合部に使用される結合板。
4. A steel plate having a parallelogram shape in plan view is formed by bending opposite end portions of the steel plate into a U-shape to form bent flanges at upper and lower ends and providing bolt holes on each side thereof. A steel structure in which each side is formed as a joint surface with other members, the center joint surface is fixed to the web of the column with bolts and nuts, and the bent flange is fixed to the shed and / or tie with bolts and nuts. A connecting plate used for connecting columns and shed beams in buildings.
JP13752997A 1997-05-12 1997-05-12 Connection structure of pillar and hut beam in steel structure building and connection plate used for this connection Expired - Fee Related JP3341144B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13752997A JP3341144B2 (en) 1997-05-12 1997-05-12 Connection structure of pillar and hut beam in steel structure building and connection plate used for this connection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13752997A JP3341144B2 (en) 1997-05-12 1997-05-12 Connection structure of pillar and hut beam in steel structure building and connection plate used for this connection

Publications (2)

Publication Number Publication Date
JPH10311088A JPH10311088A (en) 1998-11-24
JP3341144B2 true JP3341144B2 (en) 2002-11-05

Family

ID=15200817

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3341144B2 (en)

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* Cited by examiner, † Cited by third party
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CN105239700B (en) * 2015-08-25 2018-06-29 河南鸿宇工业装备工程有限公司 Novel gantry frame steel structure outer wall structure of building and wall purlins installation method
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Also Published As

Publication number Publication date
JPH10311088A (en) 1998-11-24

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