JP2500602Y2 - Beam material - Google Patents

Beam material

Info

Publication number
JP2500602Y2
JP2500602Y2 JP1993032420U JP3242093U JP2500602Y2 JP 2500602 Y2 JP2500602 Y2 JP 2500602Y2 JP 1993032420 U JP1993032420 U JP 1993032420U JP 3242093 U JP3242093 U JP 3242093U JP 2500602 Y2 JP2500602 Y2 JP 2500602Y2
Authority
JP
Japan
Prior art keywords
flange
web
present
insertion holes
longitudinal direction
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 - Lifetime
Application number
JP1993032420U
Other languages
Japanese (ja)
Other versions
JPH074631U (en
Inventor
秀次郎 丸山
Original Assignee
双福鋼器株式会社
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 双福鋼器株式会社 filed Critical 双福鋼器株式会社
Priority to JP1993032420U priority Critical patent/JP2500602Y2/en
Publication of JPH074631U publication Critical patent/JPH074631U/en
Application granted granted Critical
Publication of JP2500602Y2 publication Critical patent/JP2500602Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、建物等の構築に用いら
れる梁材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam material used for constructing a building or the like.

【0002】[0002]

【従来の技術】建物等を構築する場合の梁材としては一
般にH形鋼が用いられている。この場合、梁材はウエブ
が垂直となりその上下でフランジが水平となる状態で用
いられる。梁材の長手方向両端部には、ウエブ及び上下
のフランジのそれぞれに複数のボルト挿通孔が穿設され
ている。従って梁材相互の連結(一方の梁材は短く、支
柱等に溶接されていることが多い)は、ウエブ及び上下
のフランジの各表裏両面に、双方の梁材に渡る連結板
(各々のボルト挿通孔と合致する貫通孔が穿設されてい
る)を当接させてそれぞれサンドイッチ状にし、これら
に一面側からボルトを挿通し、他面側へ突出したボルト
端にナットを螺合することで行うものであった。
2. Description of the Related Art H-shaped steel is generally used as a beam material when constructing a building or the like. In this case, the beam is used with the web being vertical and the flanges being horizontal above and below it. A plurality of bolt insertion holes are formed in each of the web and the upper and lower flanges at both ends in the longitudinal direction of the beam member. Therefore, the beams are connected to each other (one beam is short and is often welded to columns, etc.) on both front and back sides of the web and the upper and lower flanges by connecting plates (both bolts). (Through through holes that match the insertion holes are made) are brought into contact with each other to form a sandwich, bolts are inserted from one side to these, and a nut is screwed to the bolt end protruding to the other side. It was something to do.

【0003】[0003]

【考案が解決しようとする課題】梁材相互が連結された
状態では、上側フランジの上面に、連結板と、ボルト頭
又はナットとが突出したものとなっている。そのため、
この梁材の上部に上階用の床材等を載設する場合には、
この床材側に、上記の突出部分を逃げるための凹部を加
工するか、又は上側フランジの上記突出部分以外となる
上面部分にスペーサーを取り付けるかする必要があっ
た。そのため、極めて面倒であった。
In the state where the beam members are connected to each other, the connecting plate and the bolt head or the nut are projected on the upper surface of the upper flange. for that reason,
When installing floor materials for the upper floor on the top of this beam,
On this floor material side, it was necessary to process a recess for escaping the protruding portion or to attach a spacer to the upper surface portion of the upper flange other than the protruding portion. Therefore, it was extremely troublesome.

【0004】本考案は、上記事情に鑑みてなされたもの
であって、相互に連結した梁材の上部に床材等を載設す
ることが簡単に行えるようにした梁材を提供することを
目的とする。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide a beam member which allows a floor member or the like to be easily placed on top of beam members connected to each other. To aim.

【0005】[0005]

【課題を解決するための手段】本発明では、上記目的を
達成するために、次の技術的手段を講じた。即ち、本考
の梁材は、少なくとも長手方向の一端部の上面フラン
ジの下方に、該上面フランジより所定寸法だけ低い位置
から側方へ水平に突出する、複数のボルト挿通孔を有し
た連結用鍔部が設けられていることを特徴とする。
In order to achieve the above object, the present invention takes the following technical means. That is, the beam material of the present invention has a top surface flange at least at one longitudinal end.
A connecting brim portion having a plurality of bolt insertion holes, which horizontally protrudes laterally from a position lower than the upper surface flange by a predetermined dimension , is provided below the gage .

【0006】本考案によれば、連結用鍔部が上面フラン
ジよりも所定寸法だけ低い位置に設けられているので、
連結板やボルト頭又はナット等が梁材の上面より上側に
突出することがない状態で、梁材相互を連結することが
できる。この場合、梁材の上面フランジは連結用鍔部の
上方にそのまま残されるので、梁材の連結部分において
も、スペーサを介在することなく床材を適切に載置でき
る。
According to the present invention, the brim for connection has the upper surface flange.
Since it is installed at a position lower by a predetermined size than the
The beam members can be connected to each other in a state where the connecting plate, the bolt head, the nut, and the like do not project above the upper surface of the beam member. In this case, the top flange of the beam is
Since it is left as it is at the top, at the connecting part of the beam
Also, the floor material can be placed properly without interposing a spacer.
It

【0007】[0007]

【実施例】以下、本考案の実施例を図面に基づき説明す
る。図1は本考案に係る梁材1相互がその端部同士で連
結された状況を示す要部側面図であり、図2は図1のA
−A線拡大断面図である。この梁材1はH形鋼を素材と
して構成されたもので、垂直に向けられるウエブ2と、
その上下部から両側方へ向けて水平に突出するフランジ
3,4とを有している。そして長手方向両端側のウエブ
2には、上側フランジ3に近い位置からウエブ2の両側
方へ向けて水平に突出する連結用鍔部5が設けられた構
成となっている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view of an essential part showing a state in which beam members 1 according to the present invention are connected to each other at their ends.
FIG. 6 is an enlarged sectional view taken along the line A. This beam 1 is made of H-shaped steel, and has a web 2 that is oriented vertically,
It has flanges 3 and 4 which horizontally project from its upper and lower parts toward both sides. The webs 2 on both ends in the longitudinal direction are provided with connecting flanges 5 that horizontally project from both sides of the upper flange 3 toward both sides of the web 2.

【0008】上記連結用鍔部5には、梁材1の長手方向
に沿って複数(本実施例では3個)のボルト挿通孔が穿
設されている。本実施例において上記連結用鍔部5は、
所定長さを有した帯板材をH形鋼のウエブ2に溶接等に
より固着させることによって形成してある。そして、上
下のフランジ3,4間をウエブ2の両側面に沿って垂直
方向に連結するように溶接等によって設けた帯板材6に
より、この連結用鍔部5を補強するようにしてある。し
かしこれに限らず、押出加工等により、梁材1の全長に
わたって連結用鍔部5を一体的に設けるようにしてもよ
い。
A plurality of (three in this embodiment) bolt insertion holes are bored in the connecting collar 5 along the longitudinal direction of the beam 1. In this embodiment, the connecting collar 5 is
It is formed by fixing a strip material having a predetermined length to the H-shaped steel web 2 by welding or the like. Then, the connecting flange portion 5 is reinforced by the strip plate member 6 provided by welding or the like so as to vertically connect the upper and lower flanges 3 and 4 along both side surfaces of the web 2. However, the invention is not limited to this, and the connecting collar portion 5 may be integrally provided over the entire length of the beam 1 by extrusion processing or the like.

【0009】梁材1の長手方向両端部において、ウエブ
2における連結用鍔部5と下側フランジ4との間の部分
には、上下方向に沿って複数(本実施例では3個)のボ
ルト挿通孔が穿設されていると共に、下側のフランジ4
にはその長手方向に沿って複数(本実施例では3個)の
ボルト挿通孔が穿設されている。これらは、従来と略同
様であって、素材となるH形鋼としてサイズの異なるも
のが用いられるときには、これらボルト挿通孔の個数も
増減させればよい。
At both ends of the beam 1 in the longitudinal direction, a plurality of (three in this embodiment) bolts are provided along the vertical direction at a portion between the connecting flange 5 and the lower flange 4 of the web 2. The insertion hole is formed and the lower flange 4 is formed.
A plurality of (three in the present embodiment) bolt insertion holes are bored along the longitudinal direction. These are substantially the same as conventional ones, and when different sizes of H-section steels are used as raw materials, the number of these bolt insertion holes may be increased or decreased.

【0010】上記構成になる梁材1の相互を連結するに
は、連結用鍔部5、ウエブ2、下側のフランジ4の各々
の表裏両面に、各々のボルト挿通孔と合致する貫通孔を
有した連結板7,8,9,10,11,12を当接させ
てサンドイッチ状態にし、これらをボルト13及びナッ
ト14で結合する。なお、本考案において梁材1の素材
としては、H形鋼の他、T形鋼や山(L)形鋼、溝形鋼
その他を用いることも可能である。また、端部相互によ
って連結する場合に限らず、一方の梁材1においてはそ
の長手方向途中の側面を利用し、他方の梁材1において
はその端部を利用して、両者をT字状に連結することも
可能である。
In order to connect the beam members 1 having the above-described structure to each other, through holes corresponding to the respective bolt insertion holes are formed on both front and back surfaces of each of the connecting flange 5, the web 2, and the lower flange 4. The connecting plates 7, 8, 9, 10, 11, 12 that are held are brought into contact with each other to form a sandwich state, and these are connected with a bolt 13 and a nut 14. In the present invention, as the material of the beam member 1, in addition to the H-shaped steel, T-shaped steel, mountain (L) shaped steel, grooved steel and the like can be used. In addition, it is not limited to the case where the end portions are connected to each other, but one beam member 1 uses a side surface in the longitudinal direction thereof, and the other beam member 1 uses the end portion thereof to form a T-shape. It is also possible to connect to.

【0011】[0011]

【考案の効果】本考案によれば、連結用鍔部が上面フラ
ンジよりも所定寸法だけ低い位置に設けられているの
で、梁材相互を連結した状態において、連結板やボルト
頭又はナット等が上面フランジから上側に突出すること
がない。従って、梁材の連結部の上に床材等を載設する
場合に、床材等に対する凹部の加工やスペーサの介設等
が不要となり、作業が容易となる。
According to the invention present invention, the connecting flange portion upper surface Hula
Since the positioned lower by a predetermined dimension than Nji, in the connected state the beam members mutually coupling plate and the bolt head or nut or the like does not protrude from the top surface flange to the upper. Therefore, when a floor material or the like is placed on the connecting portion of the beam material , it is not necessary to form a recess in the floor material or the like, or to interpose a spacer, and the work becomes easy.

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

【図1】本考案に係る梁材相互がその端部同士で連結さ
れた状況を示す要部側面図である。
FIG. 1 is a side view of essential parts showing a state in which beam members according to the present invention are connected to each other at their ends.

【図2】図2は図1のA−A線拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line AA of FIG.

【符号の説明】[Explanation of symbols]

1 梁材 2 ウエブ 3 上側のフランジ 4 下側のフランジ 5 連結用鍔部 1 Beam material 2 Web 3 Upper flange 4 Lower flange 5 Collar part for connection

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 少なくとも長手方向の一端部の上面フラ
ンジの下方に、該上面フランジより所定寸法だけ低い位
置から側方へ水平に突出する、複数のボルト挿通孔を有
した連結用鍔部が設けられていることを特徴とする梁
材。
1. An upper surface flap at least at one end in the longitudinal direction.
A beam member, characterized in that a connecting collar portion having a plurality of bolt insertion holes is provided below the upper flange so as to horizontally project laterally from a position lower than the upper surface flange by a predetermined dimension.
JP1993032420U 1993-06-16 1993-06-16 Beam material Expired - Lifetime JP2500602Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993032420U JP2500602Y2 (en) 1993-06-16 1993-06-16 Beam material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993032420U JP2500602Y2 (en) 1993-06-16 1993-06-16 Beam material

Publications (2)

Publication Number Publication Date
JPH074631U JPH074631U (en) 1995-01-24
JP2500602Y2 true JP2500602Y2 (en) 1996-06-12

Family

ID=12358463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993032420U Expired - Lifetime JP2500602Y2 (en) 1993-06-16 1993-06-16 Beam material

Country Status (1)

Country Link
JP (1) JP2500602Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5230165Y2 (en) * 1973-10-09 1977-07-09
JPS55129530A (en) * 1979-03-29 1980-10-07 Asahi Chemical Ind Method of making joint for shape steel beam

Also Published As

Publication number Publication date
JPH074631U (en) 1995-01-24

Similar Documents

Publication Publication Date Title
US3938297A (en) Fittings for connecting columns and beams of steel frame construction
US4014089A (en) Method of connecting beams and columns of steel frame construction
JPH05346038A (en) Column leg structure
JP2500602Y2 (en) Beam material
JP4627608B2 (en) High-strength bolt joint structure between steel columns and steel beams and its construction method
JP3265167B2 (en) Column / beam joint structure
JP3978361B2 (en) Joints for construction and civil engineering
JP2766815B2 (en) Architectural and civil engineering joints
JPH0220323Y2 (en)
JP2626854B2 (en) Column-column joint structure
JPH0444545A (en) Joint of column and beam and reinforcing metal
JPS6123132Y2 (en)
JP3028045B2 (en) Column / beam joint structure
JPS6344481Y2 (en)
JPS6140807Y2 (en)
JPH10176375A (en) Connection structure of steelwork cantilever beam and stay beam
JPH0220322Y2 (en)
JP3134124B2 (en) Column / beam joining equipment
JP2518003Y2 (en) Pillar
JPS59411Y2 (en) Joints for architectural steel pipe parts
JP3031181U (en) Joining structure of steel structure
JP3319619B2 (en) Pillar joining equipment
JP3169087B2 (en) Structure to prevent lateral buckling of steel beams
JP2600411Y2 (en) Column-beam joint structure
JP2565361Y2 (en) Beam joining equipment

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term