JPH04120801U - Connection structure between H-shaped column and H-shaped beam - Google Patents
Connection structure between H-shaped column and H-shaped beamInfo
- Publication number
- JPH04120801U JPH04120801U JP3420991U JP3420991U JPH04120801U JP H04120801 U JPH04120801 U JP H04120801U JP 3420991 U JP3420991 U JP 3420991U JP 3420991 U JP3420991 U JP 3420991U JP H04120801 U JPH04120801 U JP H04120801U
- Authority
- JP
- Japan
- Prior art keywords
- shaped
- holes
- beams
- column
- joint
- 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
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000012431 wafers Nutrition 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【目的】 運搬時やハンドリング時にブラケットの突出
による障害がなく、かつ接合強度の向上したＨ形柱とＨ
形梁との接合構造を提供する。
【構成】 一対のＴ形ジヨイントプレ−ト６、６′を固
着したＨ形柱１と、端面にエンドプレ−ト１３、１３′
を固着したＨ形梁３、３′とを、透孔１ｄ、１′ｄ、６
ｄ、６′ｄ、１３ｄおよび１３′ｄを介してボルト５に
よって締着する。前記接合構造に加えてさらに透孔１
ｄ、１′ｄを穿設したＨ形柱１と、透孔１８ｄ、１８′
ｄを穿設したエンドプレ−ト１８、１８′を端面に固着
したＨ形梁８、８′とを、透孔１ｄ、１′ｄ、１８ｄお
よび１８′ｄを介してボルト５によって締着する。
(57) [Summary] [Purpose] H-shaped columns and H
Provides a joint structure with shaped beams. [Structure] H-shaped column 1 with a pair of T-shaped joint plates 6, 6' fixed to it, and end plates 13, 13' on the end faces.
The H-shaped beams 3, 3' to which the
d, 6'd, 13d and 13'd with bolts 5. In addition to the above-mentioned joining structure, there is also a through hole 1
H-shaped pillar 1 with holes d and 1'd and through holes 18d and 18'
H-shaped beams 8, 8' having end plates 18, 18' with holes d fixed to their end faces are fastened with bolts 5 through through holes 1d, 1'd, 18d and 18'd.
Description
【０００１】0001
本考案は、主として住宅等の建築物に使用されるＨ形鋼などのＨ形柱とＨ形梁 との接合構造に関するものである。 This invention is based on H-shaped columns and H-shaped beams, such as H-shaped steel, which are mainly used in buildings such as houses. This relates to the bonding structure with.
【０００２】0002
従来、一般にＨ形柱とＨ形梁とを接合するときは、図４および図５に示すよう にＨ形柱１の梁を接合する位置に、梁と同形のＨ形梁を切断したＨ形ブラケット ２を工場等で予め溶接しておき、建築現場では図５の断面図に示すように、この ブラケット２にＨ形梁１０の先端を当接せしめ、両者の上下の相接するフランジ ２ａと１０ａ、フランジ２ｂと１０ｂ、およびウエブ２ｃと１０ｃとをそれぞれ 跨ぐように、しかも左右もしくは上下の両面からプレ−ト４で挟んでボルト５で 締着している。 しかし、この接合方法では、長大なＨ形柱の各所に四方向に向かってＨ形ブラ ケットが突出しているので、運搬時やハンドリングの際に障害となるばかりでな く、現場施工の際にも多数のボルトの締着に工数と費用が多くかかるなどの問題 があった。また、梁のフランジ面からボルトが突起しているので、床仕上げが面 倒になり、かつデッドスペ−スが生ずるという問題もあった。 Conventionally, when joining an H-shaped column and an H-shaped beam, the method shown in Figs. 4 and 5 was used. At the position where the beam of H-shaped column 1 is joined, install an H-shaped bracket by cutting an H-shaped beam of the same shape as the beam. 2 is welded in advance in a factory, etc., and at the construction site, as shown in the cross-sectional view of Figure 5, this The tip of the H-shaped beam 10 is brought into contact with the bracket 2, and the upper and lower abutting flanges of both 2a and 10a, flanges 2b and 10b, and webs 2c and 10c, respectively. As if straddling it, hold it between the plates 4 from both the left and right or top and bottom sides, and tighten the bolts 5. It is fastened. However, with this joining method, H-shaped brackets are attached to various parts of a long H-shaped column in four directions. Since the bracket protrudes, it will only become an obstacle during transportation and handling. Also, there are problems such as it takes a lot of man-hours and money to tighten a large number of bolts during on-site construction. was there. Also, since the bolts protrude from the flange surface of the beam, the floor finish will be uneven. There was also the problem that it would fall over and create a dead space.
【０００３】 また、本考案とほぼ類似の目的を達成する先行技術として実開昭６２−１２０ ６０２号公報に開示された接合構造がある。該考案は、フランジの先端同士を橋 絡するエンドプレ−トを溶接固着したＨ形鋼からなる柱と、ウエブ部に一対のＬ 形クリップアングルを溶接して固着したＨ形鋼からなる横梁とをボルトで締着し 、必要に応じてさらにＬ字形の補強用ブラケットを配置して構成した接合構造で ある。したがって、Ｈ形柱のウエブ面に垂直方向の接合構造に関する改良であり 、フランジ面に垂直方向の接合構造に関してはふれられていない。0003 In addition, as a prior art that achieves almost the same purpose as the present invention, There is a joining structure disclosed in Japanese Patent No. 602. This idea bridges the tips of the flanges together. A column made of H-shaped steel with connecting end plates fixed by welding, and a pair of L-shaped steel columns on the web part. The clip angle is welded and fixed to the horizontal beam made of H-beam steel, which is then fastened with bolts. , with a joint structure constructed by further arranging L-shaped reinforcing brackets as necessary. be. Therefore, this is an improvement regarding the joint structure in the direction perpendicular to the web surface of the H-shaped column. , there is no mention of the joint structure in the direction perpendicular to the flange surface.
【０００４】0004
【考案が解決しようとする課題】 本考案は、前述のような諸問題を解決し、比較的簡単な構成で運搬時やハンド リングの際に障害とならず、現場施工も容易で、かつ接合強度を向上した接合構 造を提供することを目的とするものである。[Problem that the idea aims to solve] This invention solves the problems mentioned above and has a relatively simple structure that makes it easy to transport and handle. A joint structure that does not become an obstacle during ring installation, is easy to install on-site, and has improved joint strength. The purpose is to provide a structure.
【０００５】[0005]
本考案はＨ形梁３、３′を接合する側のＨ形柱１のフランジ１ａと１ｂの裏面 およびウエブ１ｃに橋絡するように、かつ一対のＴ形ジョイントプレ−ト６、６ ′のそれぞれのウエブ６ｃ間および６′ｃ間の間隔Ｌ1 が、Ｈ形梁３、３′の両 フランジ３ａ、３ｂ間および３′ａ、３′ｂ間の間隔Ｌ2 と等しくなるように、 Ｔ形ジョイントプレ−ト６、６′を固着したＨ形柱１と、Ｔ形ジョイントプレ− ト６、６′の透孔６ｄ、６ｄ′と対応する位置に透孔１３ｄ、１３′ｄを穿設し たエンドプレ−ト１３、１３′を端面に固着したＨ形梁３、３′とを、該Ｔ形ジ ョイントプレ−トの透孔６ｄ、６′ｄと、該エンドプレ−トの透孔１３ｄ、１３ ′ｄとを介してボルト５によって締着することを特徴とするＨ形柱１とＨ形梁３ 、３′の接合構造であり、 また、前記接合構造に加えて、さらにＨ形梁８、８′を接合する側のＨ形柱１ のフランジ１ａ、１ｂに透孔１ｄ、１′ｄを穿設したＨ形柱１と、Ｈ形柱１の透 孔１ｄ、１′ｄと対応する位置に透孔１８ｄ、１８′ｄを穿設したエンドプレ− ト１８、１８′を端面に固着したＨ形梁８、８′とを、該Ｈ形柱１の透孔１ｄ、 １′ｄと、該エンドプレ−ト１８、１８′の透孔１８ｄ、１８′ｄとを介してボ ルト５によって締着することを特徴とするＨ形柱１とＨ形梁８、８′との接合構 造である。The present invention is designed to connect a pair of T-shaped joint plates 6, 6' so as to bridge the back surfaces of the flanges 1a and 1b and the web 1c of the H-shaped column 1 on the side where the H-shaped beams 3 and 3' are joined. T so that the distance L 1 between the respective webs 6c and 6'c is equal to the distance L2 between both flanges 3a and 3b of the H-shaped beams 3 and 3' and between 3'a and 3'b. Holes 13d and 13'd are drilled at positions corresponding to the holes 6d and 6d' in the H-shaped column 1 to which the joint plates 6 and 6' are fixed, and the holes 6d and 6d' in the T-shaped joint plates 6 and 6'. The H-shaped beams 3, 3' with the end plates 13, 13' fixed to their end faces are inserted into the through holes 6d, 6'd of the T-shaped joint plates and the through holes 13d, 13 of the end plates. This is a joining structure of an H-shaped column 1 and an H-shaped beam 3, 3', which are fastened with a bolt 5 via a bolt 5. H-shaped column 1 with through holes 1d and 1'd bored in the flanges 1a and 1b of H-shaped column 1 on the side where 8' is joined, and the positions corresponding to the through holes 1d and 1'd of H-shaped column 1. The H-shaped beams 8, 8', each having end plates 18, 18' with through holes 18d, 18'd fixed to their end faces, are connected to the through holes 1d, 1'd of the H-shaped column 1, and This is a joint structure of an H-shaped column 1 and an H-shaped beam 8, 8', characterized in that they are fastened with bolts 5 through through holes 18d, 18'd of end plates 18, 18'.
【０００６】[0006]
本考案の接合構造によると、Ｈ形柱１のいずれの方向にもブラケットのような 突出部が全くないので運搬時やハンドリングの際に障害とならず、また現場施工 の際にも締着するボルトの数が少ないので工数と費用が大幅に減少する。さらに Ｔ形ジョイントプレ−ト６、６′のウエブ６ｃ、６′ｃの位置がＨ形梁３、３′ のフランジ先端部と相対する位置に設けられているので、剛接合を形成し、接合 強度も向上する。 According to the joint structure of the present invention, there is a bracket-like structure in either direction of the H-shaped column 1. Since there are no protruding parts, there are no obstacles during transportation or handling, and it can be installed on-site. Since there are fewer bolts to tighten during this process, man-hours and costs are significantly reduced. moreover The webs 6c, 6'c of the T-shaped joint plates 6, 6' are located at the H-shaped beams 3, 3'. Since it is located opposite the tip of the flange, it forms a rigid joint and Strength is also improved.
【０００７】[0007]
本考案の実施例を図１〜図３によって説明する。なお、図２〜図３ではＨ形梁 ３、３′および８、８′は一方向のみについて図示し、片側方向は省略してある 。 Ｈ形柱１のＨ形梁３、３′を接合する側のフランジ１ａと１ｂの裏面およびウ エブ１ｃを橋絡するように、一対のＴ形ジョイントプレ−ト６、６′を溶接など によって固着する。すなわち、Ｔ形ジョイントプレ−ト６、６′のウエブ６ｃ、 ６′ｃの両側面および底側面の３方の端面を全長にわたってＨ形柱１のフランジ １ａ、１ｂの裏面およびウエブ１ｃに橋絡するように溶接などで固着する。この とき、一対のＴ形ジョイントプレ−ト６間および６′間の間隔Ｌ1 が接合するＨ 形梁３、３′のフランジ３ａ、３ｂ間および３′ａ、３′ｂ間の間隔Ｌ2 と等し くなるように配設する。An embodiment of the present invention will be described with reference to FIGS. 1 to 3. In FIGS. 2 and 3, the H-shaped beams 3, 3' and 8, 8' are shown in only one direction, and one direction is omitted. A pair of T-shaped joint plates 6, 6' are fixed by welding or the like so as to bridge the back surfaces of the flanges 1a and 1b and the web 1c on the side where the H-shaped beams 3, 3' of the H-shaped column 1 are joined. do. That is, the three end faces of both sides and the bottom side of the webs 6c and 6'c of the T-shaped joint plates 6 and 6' are bridged over the entire length to the back surfaces of the flanges 1a and 1b of the H-shaped column 1 and the web 1c. Fix it by welding, etc. At this time, the distance L 1 between the pair of T-shaped joint plates 6 and 6' is equal to the distance L 2 between the flanges 3a and 3b and between 3'a and 3'b of the joined H-shaped beams 3 and 3' . Arrange so that it is equal to .
【０００８】 一方、Ｈ形梁３、３′の先端部には、Ｈ形梁３、３′の断面よりやや大きなエ ンドプレ−ト１３、１３′が溶接などによって固着されている。ここで、エンド プレ−ト１３、１３′の大きさは上下方向にＨ形梁３、３′の断面から突き出す ようにすると、安定性などの点で好ましい。そして該エンドプレ−ト１３、１３ ′には、Ｈ形梁３、３′のフランジ３ａ・３ｂ、３′ａ・３′ｂおよびウエブ３ ｃ・３′ｃを挟む位置にボルト５を挿通するための透孔１３ｄ、１３′ｄが上下 に各４個穿設されている。またＴ形ジョイントプレ−ト６、６′のフランジ６ａ 、６ａ′にもウエブ６ｃ、６ｃ′を挟んで透孔１３ｄ、１３′ｄと対応する位置 に透孔１３ｄ、１３′ｄと同一寸法の透孔６ｄ、６ｄ′が穿設されている。[0008] On the other hand, the ends of the H-shaped beams 3 and 3' have an area slightly larger than the cross section of the H-shaped beams 3 and 3'. End plates 13, 13' are fixed by welding or the like. Here, the end The size of the plates 13, 13' is such that they protrude vertically from the cross section of the H-shaped beams 3, 3'. This is preferable in terms of stability and the like. And the end plates 13, 13 ' includes flanges 3a, 3b, 3'a, 3'b of H-shaped beams 3, 3', and web 3. The through holes 13d and 13'd for inserting the bolts 5 are located above and below between c and 3'c. There are four holes in each. Also, the flange 6a of the T-shaped joint plate 6, 6' , 6a' are also located at positions corresponding to the through holes 13d, 13'd across the webs 6c, 6c'. Through holes 6d and 6d' having the same dimensions as the through holes 13d and 13'd are bored in the holes 13d and 13'd.
【０００９】 他方、Ｈ形柱１のＨ形梁８、８′を接合する側のフランジ１ａ、１ｂにはウエ ブ１ｃを挟んでＨ形梁８、８′の先端部のエンドプレ−ト１８、１８′の透孔１ ８ｄ、１８ｄ′と対応する位置に透孔１８ｄ、１８ｄ′と同一寸法の透孔１ｄ、 １′ｄが各４個穿設されている。このときもエンドプレ−ト１８、１８′の大き さは、Ｈ形梁３、３′を接合するときと同様に、上下方向にＨ形梁８、８′の断 面から突き出すようにすることが好ましい。 これらの透孔１ｄ・１′ｄ、６ｄ・６′ｄ、１３ｄ・１３′ｄおよび１８ｄ・ １８′ｄの個数は必要な強度に応じて適宜選択すればよい。また、Ｔ形ジョイン トプレ−ト６、６′は市販のＴ形鋼やＨ形鋼などを切断して使用してもよいし、 平板を切断、溶接加工してもよい。[0009] On the other hand, wafers are attached to the flanges 1a and 1b of the H-shaped column 1 on the side where the H-shaped beams 8 and 8' are joined. The through holes 1 of the end plates 18 and 18' at the tips of the H-shaped beams 8 and 8' with the beam 1c in between. A through hole 1d having the same dimensions as the through hole 18d and 18d' is located at a position corresponding to 8d and 18d'. Four holes 1'd are drilled in each hole. At this time as well, the size of the end plates 18, 18' In the same way as when joining H-shaped beams 3 and 3', cut the H-shaped beams 8 and 8' in the vertical direction. Preferably, it protrudes from the surface. These through holes 1d, 1'd, 6d, 6'd, 13d, 13'd and 18d, The number of 18'd may be appropriately selected depending on the required strength. Also, T-joint The top plates 6 and 6' may be cut from commercially available T-shaped steel or H-shaped steel, or A flat plate may be cut and welded.
【００１０】 前記のＨ形柱１にＨ形梁３、３′を取りつけるには、立設されたＨ形柱１のＴ 形ジョイントプレ−ト６、６′にＨ形梁３、３′のエンドプレ−ト１３、１３′ を当接させ、相対するする透孔６ｄ、６′ｄと１３ｄ、１３′ｄとにボルト５を 挿通してナット９で締着すればよい。別方向のＨ形梁８、８′も同様にして相対 するする透孔１ｄ、１′ｄと１８ｄ、１８′ｄとにボルト５を挿通してナット９ で締着すればよい。 なお、Ｈ形柱に固着されたＴ形ジョイントプレ−ト６、６′のフランジ６ａ、 ６′ａの裏側は空隙になっているので、ボルト５をナット締めするのは容易であ る。またフランジ６ａ、６ａ′を厚くしてねじを切るか、フランジ６ａ、６ａ′ の裏面にナットを溶接しておいてボルト５を螺合してもよい。 なお、図示を一部省略したがＨ形梁３およびＨ形梁８の各反対方向のＨ形梁３ ′ 、８′も全く同様にして螺合することができる。0010 To attach the H-shaped beams 3, 3' to the H-shaped column 1, the T of the erected H-shaped column 1 is The end plates 13, 13' of the H-shaped beams 3, 3' are attached to the joint plates 6, 6'. and then insert bolts 5 into opposing through holes 6d, 6'd and 13d, 13'd. Just insert it and tighten it with nut 9. Similarly, the H-shaped beams 8 and 8' in the other direction are Insert the bolts 5 into the through holes 1d, 1'd and 18d, 18'd, and then tighten the nuts 9. Just tighten it. In addition, the flanges 6a of the T-shaped joint plates 6, 6' fixed to the H-shaped pillar, Since there is a gap on the back side of 6'a, it is easy to tighten the bolt 5 with the nut. Ru. Also, either make the flanges 6a, 6a' thicker and cut the threads, or A nut may be welded to the back surface of the bolt 5, and the bolt 5 may be screwed into the bolt. Although some illustrations are omitted, the H-shaped beams 3 and 8 in opposite directions ' and 8' can be screwed together in exactly the same manner.
【００１１】 本実施例から明らかなように、本考案は前述の実開昭６３−１２０６０２号公 報に開示された接合構造と目的はほぼ類似しているが、構成は全く異なり、本考 案の方がＨ形柱に対するＨ形梁の固着度、安定度の点で優れており、強度も向上 する。[0011] As is clear from this example, the present invention Although the purpose is almost similar to the joint structure disclosed in the report, the configuration is completely different, and this study The plan is superior in terms of the degree of fixation and stability of the H-shaped beam to the H-shaped column, and the strength is also improved. do.
【００１２】0012
本考案の接合構造によれば、施工現場に運搬するＨ形柱１にブラケットのよう な突出部が四方向にわたって全くないので、運搬時やハンドリングの際に障害と ならず、かつ現場施工の際にも締着するボルトの数が少ないので工数と費用が大 幅に減少し、高所作業の安全性も向上する。 さらに、Ｔ形ジョイントプレ−ト６、６′のウエブの位置がＨ形梁３、３′の フランジ３ａ、３ｂまたはフランジ３′ａ、３′ｂの先端部と相対する位置に設 けられているので剛接合を形成し、接合強度が向上する利点もある。また、Ｈ形 梁３、３′、８、８′の上面にボルトが突出しないので、床の仕上げも容易にな り、かつデッドスペ−スも減少する等の顕著な効果がえられる。 According to the joint structure of the present invention, the H-shaped column 1 to be transported to the construction site can be There are no protruding parts in all four directions, so there is no problem when transporting or handling the product. Also, there are fewer bolts to tighten during on-site construction, which increases man-hours and costs. This also improves safety when working at heights. Furthermore, the position of the web of T-shaped joint plates 6, 6' is different from that of H-shaped beams 3, 3'. Set at a position opposite to the tip of flanges 3a, 3b or flanges 3'a, 3'b. Since it is curved, a rigid joint is formed, which has the advantage of improving joint strength. Also, H type Since the bolts do not protrude from the top of beams 3, 3', 8, and 8', it is easier to finish the floor. Remarkable effects such as a reduction in the amount of space and dead space can be obtained.
【図１】本考案に係る接合構造の斜視図である。FIG. 1 is a perspective view of a joining structure according to the present invention.
【図２】図１の部分正面図である。FIG. 2 is a partial front view of FIG. 1;
【図３】図２のＡ−Ａ視断面図である。FIG. 3 is a sectional view taken along line AA in FIG. 2;
【図４】従来の接合構造の斜視図である。FIG. 4 is a perspective view of a conventional joint structure.
【図５】従来の接合構造の側断面図である。FIG. 5 is a side sectional view of a conventional joining structure.
１ Ｈ形柱
１ａ Ｈ形柱１のフランジ
１ｂ Ｈ形柱１のフランジ
１ｃ Ｈ形柱１のウエブ
１ｄ Ｈ形柱１の透孔
１′ｄ Ｈ形柱１の透孔
２ ブラケット
３ Ｈ形梁
３ａ Ｈ形梁３のフランジ
３ｂ Ｈ形梁３のフランジ
３ｃ Ｈ形梁３のウエブ
３′ Ｈ形梁
３′ａ Ｈ形梁３′のフランジ
３′ｂ Ｈ形梁３′のフランジ
３′ｃ Ｈ形梁３′のウエブ
４ プレ−ト
５ ボルト
６ Ｔ形ジョイントプレ−ト
６ａ Ｔ形ジョイントプレ−トのフランジ
６ｃ Ｔ形ジョイントプレ−トのウエブ
６′ Ｔ形ジョイントプレ−ト
６′ａ Ｔ形ジョイントプレ−トのフランジ
６′ｃ Ｔ形ジョイントプレ−トのウエブ
８ Ｈ形梁
８′ Ｈ形梁
９ ナット
１０ Ｈ形梁
１３ Ｈ形梁３のエンドプレ−ト
１３ｄ エンドプレ−ト１３の透孔
１３′ Ｈ形梁３′のエンドプレ−ト
１３′ｄ エンドプレ−ト１３′の透孔
１８ Ｈ形梁８のエンドプレ−ト
１８ｄ エンドプレ−ト１８の透孔
１８′ Ｈ形梁８′のエンドプレ−ト
１８′ｄ エンドプレ−ト１８′の透孔
Ｌ1 一対のＴ形ジョイントプレ−ト間の間隔
Ｌ2 Ｈ形梁３、３′およびＨ形梁８、８′の両
フランジ間の間隔1 H-shaped column 1a Flange 1b of H-shaped column 1 Flange 1c of H-shaped column 1 Web 1d of H-shaped column 1 Through-hole 1'd of H-shaped column 1 Through-hole 2 of H-shaped column 1 Bracket 3 H-shaped beam 3a Flange 3b of H-shaped beam 3 Flange 3c of H-shaped beam 3 Web 3' of H-shaped beam 3 H-shaped beam 3'a Flange 3'b of H-shaped beam 3' Flange 3'c of H-shaped beam 3' Beam 3' web 4 Plate 5 Bolt 6 T-type joint plate 6a T-type joint plate flange 6c T-type joint plate web 6' T-type joint plate 6'a T-type joint Plate flange 6'c T-shaped joint plate web 8 H-shaped beam 8' H-shaped beam 9 Nut 10 H-shaped beam 13 End plate 13d of H-shaped beam 3 Through-hole 13' of end plate 13 End plate 13'd of H-shaped beam 3' Through hole 18 in end plate 13' End plate 18d of H-shaped beam 8 Through hole 18' in end plate 18 End plate 18' of H-shaped beam 8' d Through hole L in end plate 18' 1 Distance L between a pair of T-shaped joint plates 2 Distance between both flanges of H-shaped beams 3, 3' and H-shaped beams 8, 8'
Claims (2)
Ｈ形柱（１）のフランジ（１ａ）と（１ｂ）の裏面およ
びウエブ（１ｃ）に橋絡するように、かつ一対のＴ形ジ
ョイントプレ−ト（６）、（６′）のそれぞれのウエブ
（６ｃ）間および（６′ｃ）間の間隔（Ｌ1 ）が、Ｈ形
梁（３）、（３′）の両フランジ（３ａ）、（３ｂ）間
および（３′ａ）、（３′ｂ）間の間隔（Ｌ2 ）と等し
くなるように、Ｔ形ジョイントプレ−ト（６）、
（６′）を固着したＨ形柱（１）と、Ｔ形ジョイントプ
レ−ト（６）、（６′）の透孔（６ｄ）、（６′ｄ）と
対応する位置に透孔（１３ｄ）、（１３′ｄ）を穿設し
たエンドプレ−ト（１３）、（１３′）を端面に固着し
たＨ形梁（３）、（３′）とを、該Ｔ形ジョイントプレ
−トの透孔（６ｄ）、（６′ｄ）と、該エンドプレ−ト
の透孔（１３ｄ）、（１３′ｄ）とを介してボルト
（５）によって締着することを特徴とするＨ形柱（１）
とＨ形梁（３）、（３′）との接合構造。[Claim 1] Bridge the back surfaces of the flanges (1a) and (1b) and the web (1c) of the H-shaped column (1) on the side where the H-shaped beams (3) and (3') are joined, In addition, the distance (L 1 ) between the webs (6c) and (6'c) of the pair of T-shaped joint plates (6), (6') is the same as that of the H-shaped beams (3), (3'). ), the T-shaped joint plate ( 6 ),
(6') is fixed to the H-shaped column (1), and the through-holes (13d) are located at positions corresponding to the through-holes (6d) and (6'd) of the T-shaped joint plates (6) and (6'). ), (13'd) with the H-shaped beams (3), (3') having the end plates (13), (13') fixed to the end faces, An H-shaped column (1) characterized in that it is fastened with a bolt (5) through the holes (6d), (6'd) and the through holes (13d), (13'd) of the end plate. )
Connection structure between and H-shaped beams (3) and (3').
Ｈ形梁（８）、（８′）を接合する側のＨ形柱（１）の
フランジ（１ａ）、（１ｂ）に透孔（１ｄ）、（１′
ｄ）を穿設したＨ形柱（１）と、Ｈ形柱（１）の透孔
（１ｄ）、（１′ｄ）と対応する位置に透孔（１８
ｄ）、（１８′ｄ）を穿設したエンドプレ−ト（１
８）、（１８′）を端面に固着したＨ形梁（８）、
（８′）とを、該Ｈ形柱（１）の透孔（１ｄ）、（１′
ｄ）と、該エンドプレ−ト（１８）、（１８′）の透孔
（１８ｄ）、（１８′ｄ）とを介してボルト（５）によ
って締着することを特徴とするＨ形柱（１）とＨ形梁
（８）、（８′）との接合構造。[Claim 2] In addition to the joining structure according to claim 1, through-holes are further provided in the flanges (1a) and (1b) of the H-shaped column (1) on the side to which the H-shaped beams (8) and (8') are joined. (1d), (1'
The H-shaped pillar (1) has holes (18) drilled in it, and the through holes (18
d), (18'd) end plate (1)
8), H-shaped beam (8) with (18') fixed to the end face,
(8') and the through hole (1d) of the H-shaped column (1), (1'
d) and the through holes (18d), (18'd) of the end plates (18), (18'), and are fastened with bolts (5). ) and H-shaped beams (8) and (8').
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3420991U JPH04120801U (en) | 1991-04-17 | 1991-04-17 | Connection structure between H-shaped column and H-shaped beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3420991U JPH04120801U (en) | 1991-04-17 | 1991-04-17 | Connection structure between H-shaped column and H-shaped beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04120801U true JPH04120801U (en) | 1992-10-28 |
Family
ID=31916682
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3420991U Pending JPH04120801U (en) | 1991-04-17 | 1991-04-17 | Connection structure between H-shaped column and H-shaped beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04120801U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030045237A (en) * | 2001-12-01 | 2003-06-11 | 대명건영(주) | Beam-column connection and detail of end plate in weak axis |
| KR20030045863A (en) * | 2001-12-01 | 2003-06-12 | 대명건영(주) | Beam-column connection and detail of split tee in weak axis |
-
1991
- 1991-04-17 JP JP3420991U patent/JPH04120801U/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030045237A (en) * | 2001-12-01 | 2003-06-11 | 대명건영(주) | Beam-column connection and detail of end plate in weak axis |
| KR20030045863A (en) * | 2001-12-01 | 2003-06-12 | 대명건영(주) | Beam-column connection and detail of split tee in weak axis |
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