JPH07119499B2 - Synthetic flash - Google Patents

Synthetic flash

Info

Publication number
JPH07119499B2
JPH07119499B2 JP18454291A JP18454291A JPH07119499B2 JP H07119499 B2 JPH07119499 B2 JP H07119499B2 JP 18454291 A JP18454291 A JP 18454291A JP 18454291 A JP18454291 A JP 18454291A JP H07119499 B2 JPH07119499 B2 JP H07119499B2
Authority
JP
Japan
Prior art keywords
flanges
composite beam
synthetic
steel
sectional
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
JP18454291A
Other languages
Japanese (ja)
Other versions
JPH0525886A (en
Inventor
敏之 福元
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP18454291A priority Critical patent/JPH07119499B2/en
Publication of JPH0525886A publication Critical patent/JPH0525886A/en
Publication of JPH07119499B2 publication Critical patent/JPH07119499B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明はH形鋼のフランジ間ウ
エブ部分に鉄筋コンクリート構造(RC構造という)を
内蔵させた合成ばりに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite beam having a reinforced concrete structure (referred to as an RC structure) built in a web portion between flanges of H-section steel.

【0002】[0002]

【発明が解決しようとする課題】図5、図6のごとく、
H形鋼1のフランジ2,2間のウエブ部分に、主筋3、
あばら筋4で補強したRC構造、あるいは主筋3、縦筋
5で補強したRC構造等を内蔵せしめた合成ばりが実用
化されている。これら、従来の合成ばりはRC構造を内
蔵せしめることにより、剛性、耐力等の向上を図ること
ができるが、鉄骨ばりに比べ高重量となり、長スパン化
することかむずかしいという問題点があった。
Problems to be Solved by the Invention As shown in FIGS.
In the web portion between the flanges 2 and 2 of the H-section steel 1, the main bar 3,
Synthetic burrs having an RC structure reinforced with ribs 4 or an RC structure reinforced with main bars 3 and vertical bars 5 have been put into practical use. By incorporating an RC structure in these conventional synthetic burrs, rigidity, proof stress, etc. can be improved, but they have a problem that they are heavier than steel beams and have a long span, which is difficult.

【0003】この発明は上記問題点に着目しなされたも
のである。その目的は、比較的軽量でありながら耐力が
大で長スパン化を可能とする合成ばりを提案するにあ
る。
The present invention has been made in view of the above problems. The purpose is to propose a synthetic beam that is relatively lightweight, has a large yield strength, and enables a long span.

【0004】[0004]

【課題を解決するための手段】この合成ばりは、H形鋼
のフランジ間に鉄筋コンクリート構造を内蔵せしめてな
る合成ばりにおいて、鉄筋コンクリート構造内蔵部分
は、はり両端部および中央部となし、はり両端部間のフ
ランジ間に緊張材を配筋し、プレストレスを導入してな
ることを特徴とする。
This composite beam is a composite beam in which a reinforced concrete structure is built between flanges of an H-shaped steel, and the reinforced concrete structure built-in portion is provided at both beam end portions and a central portion, and both beam end portions. It is characterized in that a tension material is arranged between the flanges between them to introduce prestress.

【0005】[0005]

【作用】この合成ばりは、比較的に大きな剛性、耐力を
必要とする中央部および両端部のみにRC構造を内蔵し
軽量化が図られている。緊張材によりプレストレスを導
入することにより耐力を高め、軽量化と相俟って長スパ
ン化が可能となる。また、中央部および両端部に内蔵し
たRC構造部分は緊張材を保持し、緊張材によるプレス
トレスの導入に寄与する。
This composite beam is made lightweight by incorporating the RC structure only in the central portion and both end portions which require relatively large rigidity and proof stress. By introducing pre-stress with a tension material, it is possible to increase the proof stress, and in combination with the weight reduction, it is possible to extend the span. Further, the RC structure portions built in the central portion and both end portions hold the tendon and contribute to the introduction of prestress by the tendon.

【0006】[0006]

【実施例】図1に示す実施例の合成ばりは、H形鋼1の
両端を柱6に接合し、その中央部および両端部にRC構
造部7a,7bを設け、両端部間に2本あるいは数本の
PC鋼線8を配筋し構成されている。
EXAMPLE The composite flash of the example shown in FIG. 1 has both ends of an H-shaped steel 1 joined to columns 6 and RC structure portions 7a and 7b are provided at the center and both ends thereof, and two RC members are provided between both ends. Alternatively, it is constructed by arranging several PC steel wires 8.

【0007】RC構造部7a,7bはいずれも、図2の
ごとくH形鋼1のウエブ両側の上下フランジ2,2間
に、4本あるいは数本の主筋3、あばら筋4を配筋し、
コンクリート9を充填し、その両端に図3に示すスチフ
ナ10を固着しなっている。各PC鋼線8は図2,3,
4のごとく、H形鋼1のウエブ両側に沿い、RC構造物
7a,7bおよびスチフナ10の透孔11を貫通し、そ
の両端をRC構造物7b外側スチフナ10面において定
着し配筋してあり、コンクリート9の硬化後、プレスト
レスを導入しなっている。
Each of the RC structure parts 7a and 7b has four or several main bars 3 and stir bars 4 arranged between the upper and lower flanges 2 and 2 on both sides of the web of the H-shaped steel 1 as shown in FIG.
Concrete 9 is filled, and stiffeners 10 shown in FIG. 3 are fixed to both ends thereof. Each PC steel wire 8 is shown in Figs.
4, the RC structure 7a, 7b and the through hole 11 of the stiffener 10 are passed along both sides of the web of the H-section steel 1, and both ends thereof are fixed and arranged on the surface of the outer stiffener 10 of the RC structure 7b. After the concrete 9 is hardened, prestress is introduced.

【0008】なお、RC構造部に主筋3とあばら筋4を
配筋したが剛性の増加のみを目的とする場合は主筋は不
要である。
Although the main reinforcement 3 and the stirrup 4 are arranged in the RC structure, the main reinforcement is not necessary when only increasing the rigidity.

【0009】[0009]

【発明の効果】この発明は以上の通りであり、この合成
ばりは比較的軽量であるにかかわらず、高い剛性が求め
られる中央部および両端部はRC構造を内蔵し補強して
あり耐力が大でありH鋼の局部座屈が抑制され、さら
に、両端間には緊張材によりプレストレスが導入してあ
るので、長スパン化を図ることができる。
The present invention is as described above. Despite the fact that this composite beam is relatively lightweight, the central portion and both end portions, which are required to have high rigidity, have a built-in RC structure and are reinforced to have a large yield strength. Therefore, local buckling of the H steel is suppressed, and prestress is introduced between both ends by a tension material, so that a long span can be achieved.

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

【図1】実施例の合成ばりの断面図である。FIG. 1 is a cross-sectional view of a composite beam according to an embodiment.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG.

【図4】図1のC−C断面図である。FIG. 4 is a sectional view taken along line CC of FIG.

【図5】従来の合成ばりの断面図である。FIG. 5 is a sectional view of a conventional composite beam.

【図6】従来の合成ばりの断面図である。FIG. 6 is a sectional view of a conventional composite beam.

【符号の説明】[Explanation of symbols]

1…H形鋼、2…フランジ、3…主筋、4…あばら筋、
5…縦筋、6…柱、7a,7b…RC構造部、8…PC
鋼線、9…コンクリート、10…スチフナ、11…透
孔。
1 ... H-section steel, 2 ... Flange, 3 ... Main bar, 4 ... Stirrup bar,
5 ... Vertical stripes, 6 ... Pillars, 7a, 7b ... RC structure, 8 ... PC
Steel wire, 9 ... Concrete, 10 ... Stiffener, 11 ... Through hole.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 H形鋼のフランジ間に鉄筋コンクリート
構造を内蔵せしめてなる合成ばりにおいて、鉄筋コンク
リート構造内蔵部分は、はり両端部および中央部とな
し、はり両端部間のフランジ間に緊張材を配筋し、プレ
ストレスを導入してなることを特徴とする合成ばり。
1. In a composite beam having a reinforced concrete structure embedded between flanges of H-section steel, the reinforced concrete structure built-in portion is provided at both ends and the center of the beam, and a tension member is provided between the flanges between the ends of the beam. A synthetic burr characterized by being stiffened and prestressed.
JP18454291A 1991-07-24 1991-07-24 Synthetic flash Expired - Lifetime JPH07119499B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18454291A JPH07119499B2 (en) 1991-07-24 1991-07-24 Synthetic flash

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18454291A JPH07119499B2 (en) 1991-07-24 1991-07-24 Synthetic flash

Publications (2)

Publication Number Publication Date
JPH0525886A JPH0525886A (en) 1993-02-02
JPH07119499B2 true JPH07119499B2 (en) 1995-12-20

Family

ID=16155031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18454291A Expired - Lifetime JPH07119499B2 (en) 1991-07-24 1991-07-24 Synthetic flash

Country Status (1)

Country Link
JP (1) JPH07119499B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831866B (en) * 2010-05-11 2011-07-20 天津市市政工程设计研究院 Steel-concrete joint section structure of beams
CN103195210B (en) * 2013-04-19 2015-03-04 北京工业大学 Pre-stressing assembly type corrugated web plate holding-on steel beam
CN103498529B (en) * 2013-09-13 2015-08-26 北京工业大学 A kind of prefabricated PC honeycombed ribbing web combination beam
CN113585578B (en) * 2021-08-13 2022-12-27 西安建筑科技大学 Prefabricated assembly type prestress combined floor system and construction method

Also Published As

Publication number Publication date
JPH0525886A (en) 1993-02-02

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