JPS63315754A - Rolled h-steel - Google Patents

Rolled h-steel

Info

Publication number
JPS63315754A
JPS63315754A JP15381687A JP15381687A JPS63315754A JP S63315754 A JPS63315754 A JP S63315754A JP 15381687 A JP15381687 A JP 15381687A JP 15381687 A JP15381687 A JP 15381687A JP S63315754 A JPS63315754 A JP S63315754A
Authority
JP
Japan
Prior art keywords
rolled
dimensions
flanges
section steel
present
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
Application number
JP15381687A
Other languages
Japanese (ja)
Inventor
聡 荒木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP15381687A priority Critical patent/JPS63315754A/en
Publication of JPS63315754A publication Critical patent/JPS63315754A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、新規な構成からなる圧延H形鋼に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to a rolled H-section steel having a novel configuration.

(従来の技術) 従来より建築分野等で使用されている■1形鋼には圧延
IIH形鋼溶接IIH形鋼があり、従来の圧延H形鋼の
寸法形状は、製作上のロール等の関係から第2図に示す
ように該圧延lIH形鋼の一対のフランジ2.2間の内
々寸法りが一定となっており、該フランジ2の板厚しが
変化すると、これに対応してフランジ2.2間の外4寸
法11が変化するように製作されている。
(Conventional technology) Among the ■1 section steels that have traditionally been used in the construction field, etc., there is rolled IIH section welded IIH section steel, and the dimensions and shape of conventional rolled H section steels depend on the relationship with the rolls, etc. during production. As shown in FIG. 2, the inner dimension between the pair of flanges 2.2 of the rolled IH section steel is constant, and when the plate thickness of the flange 2 changes, the flange 2. It is manufactured so that the outer four dimensions 11 between .2 and 2 are varied.

(発明が解決しようとする問題点) しかしながら、建築分野等においては、かかる圧延II
H形鋼を使用すると、板厚しの変化によりiri記寸法
11が変化することにより、各建築部位における有効寸
法が変わってくるため、各I]形鋼lのうち最大の前記
寸法11のもので設計計画を行なわねばならず、種々の
部位に無駄が発生するという問題を抱えていた。
(Problems to be solved by the invention) However, in the field of construction etc., such rolling II
When H-shaped steel is used, the effective dimension in each building part changes as the dimension 11 in iri changes due to changes in plate thickness. The design plan had to be done in advance, which resulted in the problem of waste in various parts.

即ち、例えば第3図に示すように鉄骨造等で圧延liH
形鋼を梁として用いると、各圧延11形鋼lのうち最大
の前記外4寸法II aを有するものにより、イI効天
井高さDが決定されるため、これより小さい外4寸法H
bを有する梁の部分では有効天井高さをさらに確保でき
るにも拘らず、前記外4寸法11aを有するII形鋼部
分の有効天井高さDにより規制されてしまうため、天井
ふところ寸法に無駄が生じてしまい、また、階高Tも前
記有効天井高さDを所定に保つため、太きくしなければ
ならず、不経済な設計となってしまう。
That is, for example, as shown in FIG.
When a section steel is used as a beam, the effective ceiling height D is determined by the one with the largest outer four dimensions II a among the 11 rolled sections.
Although the effective ceiling height can be further ensured in the beam section having b, it is restricted by the effective ceiling height D of the section II section having the four outer dimensions 11a, so there is no waste in the ceiling beam dimensions. Moreover, in order to maintain the effective ceiling height D at a predetermined value, the floor height T must be increased, resulting in an uneconomical design.

また、第4図に示すように圧延11形鋼1を柱に使用し
た場合には、該柱間の有効スパンSが上記したと同様に
最大の外4寸法II cを有する柱でもって決定される
ため、同様に無駄が生じることとなるものである。
In addition, when rolled 11 section steel 1 is used as a column as shown in Fig. 4, the effective span S between the columns is determined by the column having the maximum outer dimension II This also results in waste.

一方、−[−記溶接II形鋼を使用した場合にはこのよ
うな問題は生じないが、製作手間がかかり、コスト高と
なって、人r11生産には難点があるため、現実的には
採用が困難であった。
On the other hand, this problem does not occur when using - Recruitment was difficult.

本発明は、新規な構成を有する圧延11形鋼を提供する
ことにより、かかる従来の問題点を解決することを目的
とするものである。
The present invention aims to solve these conventional problems by providing a rolled 11 section steel having a novel configuration.

(問題点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係る圧延1−1形鋼に
おいては、一対のフランジ間の外4寸法を一定とし、該
フランジの板厚の変化に対し前記フランジ間の内々寸法
を変化させることにより対応したことを特徴とするもの
である。
(Means for Solving the Problems) In order to achieve the above object, in the rolled 1-1 section steel according to the present invention, the outer four dimensions between the pair of flanges are kept constant, and the change in plate thickness of the flanges is The present invention is characterized in that this is handled by changing the internal dimensions between the flanges.

(実施例) 以下、本発明の好適な実施例を図面により説明する。(Example) Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

第1図は本発明の一実施例を示すものであり、本実施例
に係る圧延II形鋼10は、一対のフランジ11.11
間の外4寸法1(を該フランジI+の板厚しの大きさの
如何に拘らず常に一定としたものである。
FIG. 1 shows one embodiment of the present invention, and a rolled II section 10 according to the present embodiment has a pair of flanges 11 and 11.
The outer four dimensions 1 (in between) are always constant regardless of the thickness of the flange I+.

しかして、該フランジI+の板厚りの変化に対しては、
フランジ11.11間の内々寸法りを変化させることに
より対応している。
However, for changes in the thickness of the flange I+,
This is accommodated by varying the internal dimensions between the flanges 11.11.

即ち、第1図(a)と第1図(b)に示すように、フラ
ンジ11の板厚がし1からし2に変化する場合には、外
4寸法11は一定不変とし、内々寸法なh aからhb
に変化させるようにしたものである。
That is, as shown in FIGS. 1(a) and 1(b), when the plate thickness of the flange 11 changes from 1 to 2, the four outer dimensions 11 remain constant, and the inner dimensions h a to hb
It was designed to change it to .

よって、本実施例に係る圧延Il形鋼10を使用すれば
、各11形鋼IOの外4寸法I+が常に一定であるから
一ヒ記した従来例のような無駄が生じることがなく、建
築での柱に使用した場合の有効スパン、あるいは梁に使
用した場合の有効梁下寸法が一定となって、合理的かつ
経済的な設計が可能となる。
Therefore, if the rolled Il section steel 10 according to this embodiment is used, since the outer four dimensions I+ of each 11 section steel IO are always constant, there will be no waste as in the conventional example mentioned above, and construction The effective span when used for columns or the effective beam bottom dimension when used for beams becomes constant, allowing for rational and economical design.

なお、本発明は上記実施例に限定されることなく、本発
明の要旨を逸脱しない範囲内で種々の変形例が可能なこ
とは言うまでもない。
It goes without saying that the present invention is not limited to the above-mentioned embodiments, and that various modifications can be made without departing from the gist of the present invention.

(発明の効果) 本発明は上述した如く構成されており、圧延II形鋼の
一対のフランジ間の外4寸法を一定とし、該フランジの
板厚の変化に対し前記フランジ間の内々寸法を変化させ
ることにより対応したものであるため、有効スパン、有
効梁下寸法が一定となり、建築計画上の無駄を解消しつ
るものであ
(Effects of the Invention) The present invention is constructed as described above, with the four outer dimensions between the flanges of a pair of rolled II section steel being constant, and the inner dimensions between the flanges changing as the plate thickness of the flanges changes. This is achieved by keeping the effective span and effective beam bottom dimension constant, which eliminates waste in architectural planning.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図(a)及び第1図(b)は本発明に係る圧延II
形鋼の一実施例を示す説明図、第2図は従来の圧延11
形鋼を示す説明図、第3図及び第4図は各々従来の施工
例を示す説明図である。 10・・・圧延lI形鋼、  11・・・フランジ、+
+・・・外4寸法5   h・・・内々寸法、し・・・
板厚。 第1図 (a)      (b) 第2図
FIG. 1(a) and FIG. 1(b) show rolling II according to the present invention.
An explanatory diagram showing an example of a section steel, Fig. 2 is a conventional rolling 11
3 and 4 are explanatory diagrams showing conventional construction examples, respectively. 10...Rolled II section steel, 11...Flange, +
+...Outer 4 dimensions 5h...Inner dimensions...
Plate thickness. Figure 1 (a) (b) Figure 2

Claims (1)

【特許請求の範囲】[Claims] 一対のフランジ間の外々寸法を一定とし、該フランジの
板厚の変化に対し前記フランジ間の内々寸法を変化させ
ることにより対応したことを特徴とする圧延H形鋼。
A rolled H-beam steel characterized in that the outer dimensions between a pair of flanges are constant, and changes in the plate thickness of the flanges are responded to by changing the inner dimensions between the flanges.
JP15381687A 1987-06-19 1987-06-19 Rolled h-steel Pending JPS63315754A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15381687A JPS63315754A (en) 1987-06-19 1987-06-19 Rolled h-steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15381687A JPS63315754A (en) 1987-06-19 1987-06-19 Rolled h-steel

Publications (1)

Publication Number Publication Date
JPS63315754A true JPS63315754A (en) 1988-12-23

Family

ID=15570722

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15381687A Pending JPS63315754A (en) 1987-06-19 1987-06-19 Rolled h-steel

Country Status (1)

Country Link
JP (1) JPS63315754A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59202101A (en) * 1983-05-04 1984-11-15 Nippon Steel Corp Method of rolling a section with a flange

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59202101A (en) * 1983-05-04 1984-11-15 Nippon Steel Corp Method of rolling a section with a flange

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