JP2001262695A - Beam connection device - Google Patents
Beam connection deviceInfo
- Publication number
- JP2001262695A JP2001262695A JP2000076650A JP2000076650A JP2001262695A JP 2001262695 A JP2001262695 A JP 2001262695A JP 2000076650 A JP2000076650 A JP 2000076650A JP 2000076650 A JP2000076650 A JP 2000076650A JP 2001262695 A JP2001262695 A JP 2001262695A
- Authority
- JP
- Japan
- Prior art keywords
- beams
- web
- shaped steel
- sides
- connecting members
- 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.)
- Withdrawn
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【課題】 梁の接続部の上下両面に連結部材やボルト
が突出しないように双方の梁を接続できる梁接続装置を
提供すること。
【解決手段】 H形鋼梁11a,11bのウェッブ12
を挟んでその両側に形成される凹溝条20,20に夫々
嵌合してウェッブ12に当接するウェッブ片22と上下
フランジ13,14に当接する上下フランジ片23,2
4とからなる両側一対の断面コ字状連結部材16,16
を備え、接続すべき双方の梁11a,11bの対向端面
を突き合わせた状態で、この突き合わせ部を挟むように
その両側の凹溝条20,20に夫々連結部材16を嵌合
させて、両連結部材16,16のウェッブ片22,22
と両梁11a,11bのウェッブ12,12とを夫々貫
通するボルト17により連結するようにした梁接続装
置。
(57) [Problem] To provide a beam connecting device capable of connecting both beams such that a connecting member or a bolt does not project on both upper and lower surfaces of a connecting portion of the beams. SOLUTION: Web 12 of H-shaped steel beams 11a, 11b
And the upper and lower flange pieces 23 and 2 which are respectively fitted to the concave grooves 20 and 20 formed on both sides thereof and contact the web 12 and the upper and lower flanges 13 and 14.
4 and a pair of connecting members 16, 16 on both sides,
With the opposing end surfaces of both beams 11a and 11b to be connected to each other, the connecting members 16 are fitted into the concave grooves 20 and 20 on both sides thereof so as to sandwich the abutting portion. Web pieces 22, 22 of members 16, 16
And a web connecting device for connecting the webs 12 and 12 of both beams 11a and 11b with bolts 17 penetrating respectively.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鉄骨構造物の対向
する柱間に梁を架け渡すにあたって、複数に分割されて
いるH形鋼梁を相互に接続するのに適用される梁接続装
置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam connecting apparatus for connecting a plurality of divided H-shaped steel beams to each other when bridging a beam between opposing columns of a steel structure. .
【0002】[0002]
【従来の技術】図5の(A)は従来の接続装置を示す斜
視図、(B)はその縦断面図である。この図に示すよう
に、分割されたH形鋼梁1a,1bを接続するにあたっ
ては、各H形鋼梁1a,1bのウェッブ2の両面に当接
する左右一対の連結板5,5と、各H形鋼梁1a,1b
の上下フランジ3,4に当接する上下一対の連結板6,
7とを備え、しかして接続すべき双方の梁1a,1bの
対向端面を突き合わせた状態で、この突き合わせ部を挟
むようにウェッブ2,2の左右両面に左右の連結板5,
5を当て付けて、両梁1a,1bのウェッブ2,2と左
右両連結板5,5とを夫々貫通する複数のボルト8によ
り連結し、また両梁1a,1bの上部フランジ3,3に
上部連結板6を当て付けて、この上部連結板6と上部フ
ランジ3,3とをボルト結合し、また下部フランジ4,
4に下部連結板7を当て付けて、この下部連結板7と下
部フランジ4,4とをボルト8で連結している。2. Description of the Related Art FIG. 5A is a perspective view showing a conventional connection device, and FIG. 5B is a longitudinal sectional view thereof. As shown in this figure, when connecting the divided H-shaped steel beams 1a and 1b, a pair of left and right connecting plates 5 and 5 contacting both surfaces of the web 2 of the H-shaped steel beams 1a and 1b, respectively. H-shaped steel beams 1a, 1b
A pair of upper and lower connecting plates 6, which contact the upper and lower flanges 3 and 4, respectively.
7 with the opposite end faces of both beams 1a and 1b to be connected to each other, and left and right connecting plates 5 on both left and right sides of the webs 2 and 2 so as to sandwich the butted portion.
5, the webs 2 and 2 of both beams 1a and 1b are connected to the left and right connecting plates 5 and 5 by a plurality of bolts 8 penetrating respectively, and the upper flanges 3 and 3 of both beams 1a and 1b are connected. The upper connecting plate 6 is applied, and the upper connecting plate 6 and the upper flanges 3 and 3 are bolted together.
4, the lower connecting plate 7 is applied to the lower connecting plate 7 and the lower flanges 4, 4 are connected by bolts 8.
【0003】[0003]
【発明が解決しようとする課題】上記のような梁接続装
置によれば、この梁接続装置で接続された梁1a,1b
の接続部の上下両面に上下連結板6,7が突出して段差
ができると共に、ボルト8の先端部が出っ張るため、外
観上の体裁が悪い上に、この梁1a,1bの上に根太を
取り付けて床下地を施工する場合に、その根太の取付作
業に困難を来していた。According to the above beam connecting device, the beams 1a and 1b connected by the beam connecting device are provided.
The upper and lower connecting plates 6 and 7 protrude from both upper and lower surfaces of the connecting portion to form a step, and the tips of the bolts 8 protrude, so that the appearance is poor and joists are mounted on the beams 1a and 1b. When constructing a floor substrate, it is difficult to install the joists.
【0004】本発明は、接続すべき双方のH形鋼梁を接
続するにあたって、H形鋼梁の接続部の上下両面に連結
部材やボルトが突出しないように双方の梁を接続できる
梁接続装置を提供することを目的とする。The present invention relates to a beam connecting apparatus which can connect both H-shaped beams to be connected so that a connecting member and a bolt do not protrude on both upper and lower surfaces of a connecting portion of the H-shaped steel beam. The purpose is to provide.
【0005】[0005]
【課題を解決するための手段】請求項1に係る発明は、
ウェッブ12の上下両端にフランジ13,14を形成し
たH形鋼からなる梁11a,11bの接続装置であっ
て、H形鋼梁11a,11bのウェッブ12を挟んでそ
の両側に形成される凹溝条20,20に夫々嵌合してウ
ェッブ12に当接するウェッブ片22と上下フランジ1
3,14に当接する上下フランジ片23,24とからな
る両側一対の断面コ字状連結部材16,16を備え、接
続すべき双方の梁11a,11bの対向端面を突き合わ
せた状態で、この突き合わせ部Tを挟むようにその両側
の凹溝条20,20に夫々上記連結部材16を嵌合させ
て、両連結部材16,16のウェッブ片22,22と両
梁11a,11bのウェッブ12,12とを夫々貫通す
るボルト17により連結するようにしたことを特徴とす
る。The invention according to claim 1 is
A connecting device for connecting beams 11a and 11b made of H-shaped steel with flanges 13 and 14 formed at both upper and lower ends of a web 12, and concave grooves formed on both sides of the web 12 of the H-shaped beams 11a and 11b. The web piece 22 and the upper and lower flanges 1 that fit into the strips 20 and 20 and abut against the web 12 respectively.
A pair of upper and lower flange pieces 23 and 24 contacting the upper and lower flange pieces 23 and 24 are provided, and a pair of U-shaped connecting members 16 and 16 on both sides are provided. The connecting members 16 are fitted into the concave grooves 20 on both sides thereof so as to sandwich the portion T, and the web pieces 22 of the connecting members 16 and the webs 12 of the beams 11a and 11b are fitted. And are connected by bolts 17 passing therethrough.
【0006】請求項2は、請求項1に記載の梁接続装置
において、各連結部材16は、H形鋼梁11a,11b
の凹溝条20に嵌合された状態で上下フランジ片23,
24がH形鋼梁11a,11bの上下フランジ13,1
4の端縁から飛び出ることのないように形成されている
ことを特徴とする。According to a second aspect of the present invention, in the beam connecting device according to the first aspect, each connecting member 16 is provided with an H-shaped steel beam 11a, 11b.
The upper and lower flange pieces 23,
24 is the upper and lower flanges 13, 1 of the H-shaped steel beams 11a, 11b.
4 is formed so as not to protrude from the edge.
【0007】[0007]
【発明の実施の形態】図1は、本発明に係る梁接続装置
の接続前の状態を示す斜視図、図2は接続後の状態を示
す正面図、図3は同じく接続後の状態を示す平面図であ
り、図4は接続された状態における梁接続装置の拡大縦
断面図である。先ず、図1において、11aは、角形鋼
製の柱10の側面部所要位置に一端部が固着されたH形
鋼梁からなる短尺の分割梁で、柱10を立てる前に地上
で予め溶接されたものである。この短尺分割梁11aの
他端部に、同様なH形鋼梁からなる長尺の分割梁11b
の一端部が接続され、この長尺分割梁11bの他端部
は、図示は省略するが、上記同様な柱10に予め一端部
が固着された短尺分割梁11aの他端部に接続されるよ
うになっている。尚、図2及び図3には、短尺分割梁1
1aが角形鋼柱10の三側面に夫々固着された例を示
す。また、各短尺分割梁11aの一端部は、柱10の側
面部に溶接された取付基板19に溶接して固着されてい
る。FIG. 1 is a perspective view showing a state before connection of a beam connecting apparatus according to the present invention, FIG. 2 is a front view showing a state after connection, and FIG. 3 shows a state after connection. FIG. 4 is an enlarged vertical sectional view of the beam connecting device in a connected state. First, in FIG. 1, reference numeral 11a denotes a short split beam composed of an H-shaped steel beam having one end fixed to a required position on a side surface of a square steel column 10, and is welded in advance on the ground before the column 10 is erected. It is something. On the other end of the short split beam 11a, a long split beam 11b made of a similar H-shaped steel beam is provided.
The other end of the long split beam 11b is connected to the other end of the short split beam 11a, one end of which is previously fixed to the column 10 similar to the above, although not shown. It has become. 2 and 3 show the short split beam 1.
1 shows an example in which 1 a is fixed to each of three side surfaces of a rectangular steel column 10. Further, one end of each short split beam 11a is fixed by welding to a mounting board 19 welded to the side surface of the pillar 10.
【0008】また図1〜図4において、16は梁接続装
置の主構成要素たる両側一対の連結部材で、各連結部材
16は、各H形鋼梁11a,11bのウェッブ12を挟
んでその両側に形成される凹溝条20,20に夫々嵌合
してウェッブ12に当接するウェッブ片22と、各梁1
1a,11bの上下フランジ13,14の上下面に夫々
当接する上下フランジ片23,24とによって断面コ字
状に形成され、そしてウェッブ片22にはボルト挿通孔
25が縦横に夫々一定のピッチで例えば8つ設けられて
いる。1 to 4, reference numeral 16 denotes a pair of connecting members on both sides which are main components of the beam connecting device. Each connecting member 16 is provided on both sides of the web 12 of each of the H-shaped steel beams 11a and 11b. A web piece 22 that fits into each of the concave grooves 20 and 20 that abut on the web 12;
Upper and lower flange pieces 23 and 24 abut on upper and lower faces of upper and lower flanges 13 and 14 of 1a and 11b, respectively, and are formed in a U-shaped cross section. Bolt insertion holes 25 are formed in the web piece 22 at a constant pitch vertically and horizontally. For example, eight are provided.
【0009】各連結部材16は、図4から分かるよう
に、H形鋼梁11a,11bの凹溝条20に嵌合された
状態で上下フランジ片23,24がH形鋼梁11a,1
1bの上下フランジ13,14の端縁から夫々飛び出る
ことのないように形成されている。連結部材16の上下
フランジ片23,24が梁11a,11bの上下フラン
ジ13,14の端縁から飛び出ると、その飛び出し部分
が障害物となって邪魔になる上、外観上の体裁が悪くな
る。好ましくは、図4に示すように連結部材16が梁1
1a,11bの凹溝条20に嵌合された状態で連結部材
16の上下フランジ片23,24の端縁と梁11a,1
1bの上下フランジ13,14の端縁とが面一状態にな
るように形成されるのがよい。As can be seen from FIG. 4, the upper and lower flange pieces 23 and 24 of the connecting members 16 are fitted in the concave grooves 20 of the H-shaped steel beams 11a and 11b, and the upper and lower flange pieces 23 and 24 are connected to the H-shaped steel beams 11a and 1b.
The upper and lower flanges 1b are formed so as not to protrude from the edges of the upper and lower flanges 13 and 14, respectively. When the upper and lower flange pieces 23 and 24 of the connecting member 16 protrude from the edges of the upper and lower flanges 13 and 14 of the beams 11a and 11b, the protruding portions act as obstacles and hinder the appearance of the appearance. Preferably, as shown in FIG.
1a, 11b, the ends of the upper and lower flange pieces 23, 24 of the connecting member 16 and the beams 11a, 1b are fitted in the groove 20.
It is preferable that the upper and lower flanges 13 and 14 of 1b are formed so as to be flush with the edges thereof.
【0010】また、接続される双方のH形鋼梁11a,
11bの接続端部には夫々のウェッブ12に、図1に示
すように、連結部材16のウェッブ片22に設けたボル
ト挿通孔25と対応する位置にボルト挿通孔15が設け
られている。Further, both H-shaped steel beams 11a,
As shown in FIG. 1, a bolt insertion hole 15 is provided at a connection end of the web 11 b at a position corresponding to a bolt insertion hole 25 provided in the web piece 22 of the connecting member 16.
【0011】次に、上記のような構成よりなる梁接続装
置の使用によるH形鋼梁11a,11bの接続方法、即
ち短尺状のH形鋼分割梁11aと長尺状の分割H形鋼梁
11bとの方法について説明する。Next, a method of connecting the H-shaped steel beams 11a and 11b by using the beam connecting device having the above structure, that is, a short H-shaped steel split beam 11a and a long split H-shaped steel beam 11b will be described.
【0012】図1に示すように、短尺状のH形鋼分割梁
11aは柱10の所要高さ位置に予め溶接されているた
め、長尺状の分割H形鋼梁11bをクレーン等により短
尺状H形鋼分割梁11aと同じ高さに吊り上げて、この
短尺状分割梁11bの接続端部を長尺状分割梁11aの
接続端部に接近させ、双方の分割梁11a,11bの対
向端面を互いに突き合わせる。As shown in FIG. 1, since the short H-shaped steel beam 11a is welded in advance to the required height of the column 10, the long H-shaped steel beam 11b is shorted by a crane or the like. Lifted to the same height as the H-shaped steel split beam 11a, the connecting end of the short split beam 11b is brought closer to the connecting end of the long split beam 11a, and the opposing end faces of both split beams 11a and 11b. Against each other.
【0013】こうして、接続すべき双方の分割梁11
a,11bの対向端面を突き合わせた状態で、この突き
合わせ部T(図2及び図3参照)を左右両側から挟むよ
うに左右一対の連結部材16,16を分割梁11a,1
1bの凹溝条20,20に嵌合させて、両連結部材1
6,16のウェッブ片22,22により両梁11a,1
1bのウェッブ12,12を挟み付け、斯かる状態で両
連結部材16,16のウェッブ片22,22と両梁11
a,11bのウェッブ12,12とを、ボルト挿通孔2
5,15介して夫々貫通するボルト17及びこのボルト
17に螺嵌されるナット18により締め付けて連結し、
これによって双方の分割梁11a,11bを一体的に接
合する。この接合状態を図4に示す。Thus, both split beams 11 to be connected are
With the opposing end surfaces of a and 11b abutting on each other, a pair of left and right connecting members 16 and 16 are divided into beams 11a and 1 such that the abutting portion T (see FIGS. 2 and 3) is sandwiched from both left and right sides.
1b, the two connecting members 1
6, 16 web pieces 22, 22, both beams 11a, 1
1b, and the web pieces 22, 22 of both connecting members 16, 16 and the beams 11 are sandwiched in this state.
a and 11b with the webs 12 and
The bolts 17 penetrate through the bolts 5 and 15 and the nuts 18 screwed into the bolts 17 to fasten and connect,
As a result, the two split beams 11a and 11b are integrally joined. This joining state is shown in FIG.
【0014】上記のように梁接続装置によって接合され
た梁11a,11bの上面には、図4の仮想線で示すよ
うに、例えばリップ溝形鋼からなる根太31が梁11
a,11bと直交する方向に配設され、更にこの根太3
1の上には合板製の捨貼材32を介してフローリングボ
ード33が配設される。On the upper surfaces of the beams 11a and 11b joined by the beam connecting device as described above, a joist 31 made of, for example, lip channel steel is provided on the beams 11a and 11b as shown by phantom lines in FIG.
a, 11b, and are arranged in a direction orthogonal to
The flooring board 33 is disposed on the top 1 via a plywood discarding material 32.
【0015】以上説明したように、この梁接続装置は、
接続すべき双方の梁11a,11bの対向端面を突き合
わせた状態で、この突き合わせ部Tを両側から挟むよう
に一対の連結部材16,16を梁11a,11bの凹溝
条20,20に嵌合させて、両連結部材16,16のウ
ェッブ片22,22により両梁11a,11bのウェッ
ブ12,12を挟み付け、両連結部材16,16のウェ
ッブ片22,22と両梁11a,11bのウェッブ1
2,12とを貫通するボルト17及びナット18により
連結するようにしたものであるから、梁11a,11b
の接続部、つまり突き合わせ部Tの上下両面には連結部
材やボルトが全く突出しない。従って、外観上の体裁を
損なうことがなく、しかも図4のように梁11a,11
bの上に根太31を取り付けて床下地を施工する場合
に、梁11a,11bの上面全域が平坦面となるから、
根太31の取付を的確に行えると共に、その取付作業が
容易となる。As described above, this beam connecting device is
With the opposing end faces of both beams 11a and 11b to be connected to each other, the pair of connecting members 16 and 16 are fitted to the concave grooves 20 and 20 of the beams 11a and 11b so as to sandwich the butted portion T from both sides. Then, the webs 12, 12 of both beams 11a, 11b are sandwiched by the web pieces 22, 22 of both connecting members 16, 16, and the web pieces 22, 22 of both connecting members 16, 16 and the web of both beams 11a, 11b are sandwiched. 1
2 and 12 are connected by bolts 17 and nuts 18 that penetrate through the beams 11a and 11b.
No connecting members or bolts protrude from the connecting portion, that is, the upper and lower surfaces of the butted portion T at all. Therefore, the appearance of the beams is not impaired, and the beams 11a, 11a as shown in FIG.
When the floor foundation is constructed by attaching the joists 31 on the base b, the entire upper surfaces of the beams 11a and 11b become flat surfaces.
The joist 31 can be accurately mounted, and the mounting work is facilitated.
【0016】また、この梁接続装置は、H形鋼梁11
a,11bのウェッブ12を挟んでその両側に形成され
る凹溝条20,20に夫々嵌合してウェッブ12に当接
するウェッブ片22と、H形鋼梁11a,11bの上下
フランジ13,14の上下面に夫々当接する上下フラン
ジ片23,24とからなる断面コ字状連結部材16を一
対備えたものであって、この一対の連結部材16,16
のウェッブ片22,22とH形鋼梁11a,11bのウ
ェッブ12,12とをボルト結合すればよいから、ボル
ト17の締め付け箇所が図5に示す従来装置の1/3で
済み、従って梁11a,11bの接続作業時間を大幅に
短縮できる。The beam connecting device is an H-beam 11
a, a web piece 22 that fits into concave grooves 20, 20 formed on both sides of the web 12 and abuts the web 12, and upper and lower flanges 13, 14 of the H-shaped steel beams 11a, 11b. And a pair of connecting members 16 having upper and lower flange pieces 23 and 24 respectively contacting the upper and lower surfaces of the connecting member.
It is only necessary to bolt the web pieces 22 and 22 of the H-shaped steel beams 11a and 11b to the webs 12 and 12 of the H-shaped steel beams. , 11b can be greatly reduced.
【0017】[0017]
【発明の効果】請求項1に係る発明の梁接続装置によれ
ば、接続すべき双方のH形鋼梁の対向端面を突き合わせ
た状態で、この突き合わせ部を挟むようにその両側の凹
溝条に夫々連結部材を嵌合させて、両連結部材のウェッ
ブ片と両H形鋼梁のウェッブとを夫々貫通するボルトに
より連結するものであるから、H形鋼梁の接続部の上下
両面に連結部材やボルト等による突起部が全く突出せ
ず、従って外観上の体裁が良くなる上に、梁の上に根太
を取り付けて床下地を施工する場合に、根太の取付を的
確に行えると共に、その取付作業が容易となる。また、
この梁接続装置では、一対の連結部材のウェッブ片とH
形鋼梁のウェッブとをボルト結合すればよいから、ボル
トの締め付け箇所が従来装置の1/3で済み、H形鋼梁
の接続作業を短時間で効率良く行える。According to the beam connecting device of the first aspect of the present invention, with the opposed end faces of both H-shaped steel beams to be connected to each other, the concave grooves on both sides thereof sandwich the butted portion. Since the connecting members are fitted to each other, and the web pieces of both connecting members and the webs of both H-shaped steel beams are connected by bolts penetrating respectively, the connecting pieces are connected to the upper and lower surfaces of the connecting portion of the H-shaped steel beams. The projections of the members and bolts do not protrude at all, so the appearance is improved.In addition, when the joist is mounted on the beam and the floor foundation is constructed, the joist can be mounted accurately and the Mounting work becomes easy. Also,
In this beam connecting device, the web piece of the pair of connecting members and the H
Since the web of the shaped steel beam may be bolted to the web, only one third of the bolt needs to be tightened compared to the conventional device, and the connection work of the H-shaped steel beam can be performed efficiently in a short time.
【0018】請求項2に記載のように、各連結部材は、
H形鋼梁の凹溝条に嵌合された状態で上下フランジ片が
H形鋼梁の上下フランジの端縁から飛び出ることのない
ように形成されているから、接続部の外観上の体裁、見
栄えが良くなる。[0018] As described in claim 2, each connecting member includes:
Since the upper and lower flange pieces are formed so as not to protrude from the edges of the upper and lower flanges of the H-shaped steel beam in a state where they are fitted into the concave grooves of the H-shaped steel beam, the appearance of the connection portion is improved. It looks better.
【図1】 本発明に係る梁接続装置の接続前の状態を示
す斜視図である。FIG. 1 is a perspective view showing a state before connection of a beam connection device according to the present invention.
【図2】 梁接続装置の接続後の状態を示す正面図であ
る。FIG. 2 is a front view showing a state after connection of the beam connection device.
【図3】 同じく接続後の状態での平面図である。FIG. 3 is a plan view similarly showing a state after connection.
【図4】 接続された状態における梁接続装置の拡大縦
断面図である。FIG. 4 is an enlarged vertical sectional view of the beam connection device in a connected state.
【図5】 (A)は従来の梁接続装置を示す斜視図、
(B)はその縦断面図である。FIG. 5A is a perspective view showing a conventional beam connection device,
(B) is a longitudinal sectional view thereof.
11a 接続される一方のH形鋼梁 11b 接続される他方のH形鋼梁 12 H形鋼梁のウェッブ 13,14 H形鋼梁の上下フランジ 16 連結部材 17 ボルト 20 H形鋼梁の凹溝条 22 連結部材のウェッブ片 23,24 連結部材のフランジ片 11a One H-shaped steel beam to be connected 11b Other H-shaped steel beam to be connected 12 Web of H-shaped steel beam 13, 14 Upper and lower flanges of H-shaped steel beam 16 Connecting member 17 Bolt 20 H-shaped steel beam groove Article 22 Web piece of connecting member 23, 24 Flange piece of connecting member
Claims (2)
たH形鋼からなる梁の接続装置であって、H形鋼梁のウ
ェッブを挟んでその両側に形成される凹溝条に夫々嵌合
してウェッブに当接するウェッブ片と上下フランジに当
接する上下フランジ片とからなる両側一対の断面コ字状
連結部材を備え、接続すべき双方の梁の対向端面を突き
合わせた状態で、この突き合わせ部を挟むようにその両
側の凹溝条に夫々上記連結部材を嵌合させて、両連結部
材のウェッブ片と両梁のウェッブとを夫々貫通するボル
トにより連結するようにした梁接続装置。1. A beam connecting device made of an H-shaped steel having flanges formed at both upper and lower ends of a web, the fittings being fitted to concave grooves formed on both sides of the web of the H-shaped steel beam. A pair of U-shaped cross-section connecting members on both sides consisting of a web piece abutting on the web and an upper and lower flange piece abutting on the upper and lower flanges. A beam connecting device in which the connecting members are fitted into concave grooves on both sides so as to sandwich the connecting members, and the web pieces of both connecting members and the webs of both beams are connected by bolts penetrating respectively.
された状態で上下フランジ片がH形鋼梁の上下フランジ
の端縁から飛び出ることのないように形成されている請
求項1に記載の梁接続装置。2. The connecting member is formed such that the upper and lower flange pieces do not protrude from the edges of the upper and lower flanges of the H-shaped steel beam in a state of being fitted into the concave grooves of the H-shaped steel beam. The beam connection device according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000076650A JP2001262695A (en) | 2000-03-17 | 2000-03-17 | Beam connection device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000076650A JP2001262695A (en) | 2000-03-17 | 2000-03-17 | Beam connection device |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001262695A true JP2001262695A (en) | 2001-09-26 |
Family
ID=18594356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000076650A Withdrawn JP2001262695A (en) | 2000-03-17 | 2000-03-17 | Beam connection device |
Country Status (1)
Country | Link |
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JP (1) | JP2001262695A (en) |
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JP2008031765A (en) * | 2006-07-31 | 2008-02-14 | Shimizu Corp | Joint structure of steel column and steel beam |
JP2015214807A (en) * | 2014-05-08 | 2015-12-03 | 株式会社竹中工務店 | Heterogeneous steel beam joint structure |
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-
2000
- 2000-03-17 JP JP2000076650A patent/JP2001262695A/en not_active Withdrawn
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008031765A (en) * | 2006-07-31 | 2008-02-14 | Shimizu Corp | Joint structure of steel column and steel beam |
JP2015214807A (en) * | 2014-05-08 | 2015-12-03 | 株式会社竹中工務店 | Heterogeneous steel beam joint structure |
CN107620500A (en) * | 2017-10-26 | 2018-01-23 | 哈尔滨工业大学 | A kind of H c-type assembling type nodes applied to single-layer steel structure cooling tower |
CN107620500B (en) * | 2017-10-26 | 2024-02-09 | 哈尔滨工业大学 | H-C type assembled node applied to single-layer steel structure cooling tower |
CN108678185A (en) * | 2018-06-04 | 2018-10-19 | 东北林业大学 | A kind of complete prefabricated detachable assembling type beam-column connection |
CN109353488A (en) * | 2018-11-02 | 2019-02-19 | 中国航空工业集团公司西安飞机设计研究所 | A beam suspension method and suspension joint |
CN109353488B (en) * | 2018-11-02 | 2023-06-23 | 中国航空工业集团公司西安飞机设计研究所 | Beam suspension method and suspension joint |
CN109629687A (en) * | 2019-01-25 | 2019-04-16 | 北京工业大学 | A kind of anti-buckling double flute beam-column nodal connection device of the assembled of recoverable function |
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CN115538717A (en) * | 2022-10-25 | 2022-12-30 | 哈尔滨工程大学 | A kind of TU buckle type assembly node and its assembly method |
CN115538717B (en) * | 2022-10-25 | 2023-06-27 | 哈尔滨工程大学 | TU buckle type assembly node and assembly method thereof |
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20070605 |