JPH0533603Y2 - - Google Patents

Info

Publication number
JPH0533603Y2
JPH0533603Y2 JP15595987U JP15595987U JPH0533603Y2 JP H0533603 Y2 JPH0533603 Y2 JP H0533603Y2 JP 15595987 U JP15595987 U JP 15595987U JP 15595987 U JP15595987 U JP 15595987U JP H0533603 Y2 JPH0533603 Y2 JP H0533603Y2
Authority
JP
Japan
Prior art keywords
floor beam
steel
present
foundation
cut
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
JP15595987U
Other languages
Japanese (ja)
Other versions
JPH0161306U (en
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 filed Critical
Priority to JP15595987U priority Critical patent/JPH0533603Y2/ja
Publication of JPH0161306U publication Critical patent/JPH0161306U/ja
Application granted granted Critical
Publication of JPH0533603Y2 publication Critical patent/JPH0533603Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は施工が容易でコストも安い鋼製床梁に
関するものである。
[Detailed description of the invention] (Field of industrial application) The present invention relates to a steel floor beam that is easy to construct and inexpensive.

(従来の技術) 従来における鋼製床梁は連続梁として設計すれ
ば中央の基礎に大きな力がかかるため例えば第3
図に示す様に基礎4の位置で床梁5を切断しボル
トで接合するという方法を用いている。
(Prior art) If a conventional steel floor beam is designed as a continuous beam, a large force will be applied to the central foundation.
As shown in the figure, a method is used in which the floor beams 5 are cut at the position of the foundation 4 and joined with bolts.

このため現場でレベルを出すことが困難な場合
があり及びコストも高くなつていた。
For this reason, it is sometimes difficult to obtain the desired level on site, and the cost is also high.

(考案が解決しようとする問題点) 本考案は以上の従来の問題を解決し施工が容易
及びコストも安い鋼製床梁の提供を目的とする。
(Problems to be solved by the invention) The present invention aims to solve the above-mentioned conventional problems and provide a steel floor beam that is easy to construct and inexpensive.

(問題点を解決するための手段) 本考案は以上の目的達成のために基礎の位置に
おいてH形鋼の上下のフランジに切り目を入れて
なる鋼製床梁を提案するものである。
(Means for Solving the Problems) In order to achieve the above-mentioned objectives, the present invention proposes a steel floor beam in which cuts are made in the upper and lower flanges of H-section steel at the foundation position.

(実施例) 以下本考案の鋼製床梁を図面に示す実施例に従
い説明する。
(Example) The steel floor beam of the present invention will be described below according to an example shown in the drawings.

第1図は本考案の床梁を示し、該床梁1は所定
位置においてH形鋼の上下のフランジに切り目2
を入れたものである。
FIG. 1 shows the floor beam of the present invention, and the floor beam 1 has cuts 2 in the upper and lower flanges of the H-section steel at predetermined positions.
It contains

該切り目2は第2図に示す様に基礎4の位置に
対応して設けられる。
The cut 2 is provided corresponding to the position of the foundation 4 as shown in FIG.

切り目2においてはフランジは曲げモーメント
を伝達せず単純梁としての荷重状態になる。
At cut 2, the flange does not transmit any bending moment and becomes loaded as a simple beam.

以上の実施例に示した本考案の鋼製床梁の作用
は次の通り。
The action of the steel floor beam of the present invention shown in the above embodiments is as follows.

すなわち床梁1は1本のH形鋼を用いるため現
場でレベルを出す苦労は全くない。
In other words, since the floor beam 1 uses a single H-beam, there is no difficulty in leveling it on site.

更に切断、接合等を伴わない1本のH形鋼であ
るためコストも安いのである。
Furthermore, since it is a single H-shaped steel without cutting or joining, the cost is low.

(考案の効果) 本考案の鋼製床梁の実施例は以上の通りであり
その効果を次に列記する。
(Effects of the invention) The embodiments of the steel floor beam of the invention are as described above, and the effects thereof are listed below.

(1) 本考案の床梁は実用新案登録請求の範囲に記
載した構成であり、特に1本のH形鋼を用いる
ため現場でレベルを出す苦労はなく、その結果
施工が容易である。
(1) The floor beam of the present invention has the structure described in the scope of the utility model registration claim, and in particular, because it uses a single H-beam, there is no difficulty in leveling it on site, and as a result, construction is easy.

(2) 本考案の床梁は同上の構成であり、特に切
断、接合等を伴わない1本のH形鋼であるため
コストが安い。
(2) The floor beam of the present invention has the same configuration as above, and is particularly inexpensive because it is a single H-shaped steel without cutting or joining.

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

第1図は本考案の床梁の斜視図、第2図は同上
床梁の使用状態を示す正面図、第3図は従来の床
梁の一例の正面図。 1……床梁、2……切り目、4……基礎、5…
…床梁。
FIG. 1 is a perspective view of the floor beam of the present invention, FIG. 2 is a front view showing the use of the same floor beam, and FIG. 3 is a front view of an example of a conventional floor beam. 1...floor beam, 2...cut, 4...foundation, 5...
...Floor beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 基礎の位置においてH形鋼の上下のフランジに
切り目を入れてなる鋼製床梁。
A steel floor beam made by cutting the upper and lower flanges of H-shaped steel at the foundation location.
JP15595987U 1987-10-12 1987-10-12 Expired - Lifetime JPH0533603Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15595987U JPH0533603Y2 (en) 1987-10-12 1987-10-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15595987U JPH0533603Y2 (en) 1987-10-12 1987-10-12

Publications (2)

Publication Number Publication Date
JPH0161306U JPH0161306U (en) 1989-04-19
JPH0533603Y2 true JPH0533603Y2 (en) 1993-08-26

Family

ID=31434059

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15595987U Expired - Lifetime JPH0533603Y2 (en) 1987-10-12 1987-10-12

Country Status (1)

Country Link
JP (1) JPH0533603Y2 (en)

Also Published As

Publication number Publication date
JPH0161306U (en) 1989-04-19

Similar Documents

Publication Publication Date Title
JPH0533603Y2 (en)
JPS6334202U (en)
JPS6323402U (en)
JP3004065U (en) Joint structure of stigma and beam of unit box
JPH0198229U (en)
JPS6431140U (en)
JPS6141788Y2 (en)
JPH0389748U (en)
JPH0442402Y2 (en)
JPS6139764Y2 (en)
JPH0340403U (en)
JPS62191789U (en)
JPS6137689Y2 (en)
JPH0571302U (en) Joint structure of stigma and beam of unit box
JPH0516905U (en) Beam-column connection structure
JPH11148136A (en) Bearing force improvement structure in foundation for construction
JPH0243301U (en)
JPH02113604U (en)
JPH0325701U (en)
JPS6014019U (en) H-shaped steel with welded protrusions on the flange
JPH055906U (en) Beam-column joint structure
JPH0422530U (en)
JPS63201137U (en)
JPH0236505U (en)
JPS6212610U (en)