JPS58191848A - Composite beam - Google Patents

Composite beam

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Publication number
JPS58191848A
JPS58191848A JP7462982A JP7462982A JPS58191848A JP S58191848 A JPS58191848 A JP S58191848A JP 7462982 A JP7462982 A JP 7462982A JP 7462982 A JP7462982 A JP 7462982A JP S58191848 A JPS58191848 A JP S58191848A
Authority
JP
Japan
Prior art keywords
joint pipe
steel
reinforcing bars
beams
connecting means
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
JP7462982A
Other languages
Japanese (ja)
Inventor
本橋 秀世
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.)
Haseko Corp
Original Assignee
Hasegawa Komuten 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 Hasegawa Komuten Co Ltd filed Critical Hasegawa Komuten Co Ltd
Priority to JP7462982A priority Critical patent/JPS58191848A/en
Publication of JPS58191848A publication Critical patent/JPS58191848A/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】 本発明は複合梁に関するものである。[Detailed description of the invention] The present invention relates to a composite beam.

従来の複合梁には、例え゛ば中間部に鉄筋を配筋し、両
側を鉄骨梁としたものがあるが、この構造で−、梁の仮
設時に剛性が出す、施工上程々の不都合があった。
Conventional composite beams include, for example, one in which reinforcing bars are placed in the middle and steel beams are used on both sides, but this structure creates rigidity during temporary construction of the beam, which poses some inconveniences during construction. Ta.

本発明の目的は仮設時に剛性を出すことであり、本発明
の特徴は梁の中間部をPC梁としたところ。
The purpose of the present invention is to provide rigidity during temporary construction, and the feature of the present invention is that the middle part of the beam is made of a PC beam.

にある。It is in.

以下本発明の実施例を図面を参照して説明する。Embodiments of the present invention will be described below with reference to the drawings.

第1図において、梁本体1はその中間部にPC梁)τ]
i 2°を設け、その両側に鉄骨梁部3,3を連結手段
4により連結して構成したものである1、pc梁部2内
は第1,2図に示すように全長にわたりしかも上下に2
本の鉄筋5,5が配筋しである。両鉄筋間には幅止め筋
6・・の両端が掛止めてあって、PC梁部にはこのよう
な幅止め筋が一定間隔を置いて配筋しである。鉄筋5,
5の両端はpc梁部2の両端面より外方へ突出し、この
突出端が連結手段4により鉄骨梁部3,3に連結してい
る。
In Fig. 1, the beam main body 1 has a PC beam (PC beam) τ]
2°, and steel beams 3, 3 are connected on both sides by connecting means 4.1.The interior of the PC beam 2 extends over the entire length and vertically as shown in Figures 1 and 2. 2
The actual reinforcing bars 5 and 5 are reinforced. Both ends of width stop bars 6 are hooked between both reinforcing bars, and such width stop bars are arranged at regular intervals on the PC beam. Rebar 5,
Both ends of the PC beam 5 protrude outward from both end faces of the PC beam 2, and these projecting ends are connected to the steel beams 3, 3 by a connecting means 4.

連結手段4の具体的構成を第1,3図に基づいて説明す
る。鉄筋5,5の端部には継手パイプ7・・・の後端が
被嵌圧着しである。この継手パイプの先端開口部には雌
ネジ7aが設けである。また継手パイプ7と対向する側
の鉄骨梁部3,3のフランジ3aの端部には、継手パイ
プ8が取付は部材である取付は板9により支持しである
。継手パイプ8は上記継手パイプ7と対向し、内部には
全長にわたって雌ネジ8aが設けであるが、ネジは全イ
・ンである必裂けなく、継手パイプの一端開口剖にのみ
設けたものであってもよい。取付は板9はPC梁部のフ
ランジ3aの外面に溶接などのブチ法により固着してあ
り、そして溶接に伴う高熱により継手パイプ8が熱変形
するのを防止している。
The specific structure of the connecting means 4 will be explained based on FIGS. 1 and 3. The rear ends of the joint pipes 7 are fitted and crimped onto the ends of the reinforcing bars 5, 5. A female thread 7a is provided at the tip opening of this joint pipe. Further, a joint pipe 8 is attached as a member to the end of the flange 3a of the steel beam sections 3, 3 on the side facing the joint pipe 7, and is supported by a plate 9. The joint pipe 8 faces the joint pipe 7, and is internally provided with a female thread 8a over its entire length, but the screw is not necessarily in-line and is only provided at one end of the joint pipe. There may be. For installation, the plate 9 is fixed to the outer surface of the flange 3a of the PC beam portion by a welding method or the like to prevent the joint pipe 8 from being thermally deformed due to the high heat associated with welding.

捷だ対向する継手パイプ7と8とは第3図に示す上うに
ネジ棒10により連結されている。このネ/棒の一端は
鉄筋5側の継手パイプ7にネジ込んであり、他端は鉄骨
梁部3側の継手パイプ8にネ/込んであり、このネジ棒
に取り一付けたナンド11.12で連結を固定している
The opposing joint pipes 7 and 8 are connected by a threaded rod 10 as shown in FIG. One end of this rod is screwed into the joint pipe 7 on the reinforcing bar 5 side, and the other end is screwed into the joint pipe 8 on the steel beam section 3 side, and the NAND 11 is attached to this screw rod. The connection is fixed at 12.

継手パイプ7.8の連結操作について説明する1−3r
めネジ棒10を例えば継手パイプ8内に一定量不ジ込ん
でおき、同時に一方のナツト11を回転(7て他力のナ
ツト12側に移動して、ナツト12に密着させておく。
1-3r explaining the connection operation of joint pipe 7.8
For example, the female threaded rod 10 is inserted a certain amount into the joint pipe 8, and at the same time, one of the nuts 11 is rotated (7) and moved to the externally applied nut 12 side, and is brought into close contact with the nut 12.

そしてまず鉄筋5の継手パイ77を鉄骨梁部3,3の継
手パイプ8に対向させ、ついでナツト11.12(特に
ナツト12)をi]1転させると、ネジ棒10も連動回
転し、前進し、マ・かて継手パイプ7内に入る。所定量
入ったところ一〇、ナツト11を移動して継手パイプ7
の端面にり虫く押圧し、同時にナラ)12を逆転して戻
し、和・手パイプ8の端面に強く押圧して、両継弓−パ
イブの連結を固定する。
Then, first, the joint pipe 77 of the reinforcing bar 5 is opposed to the joint pipe 8 of the steel beam parts 3, 3, and then the nuts 11 and 12 (particularly the nut 12) are rotated once i], and the threaded rod 10 is also rotated in conjunction, moving forward. and enters into the main joint pipe 7. When the specified amount has been inserted, move the nut 11 and connect the joint pipe 7.
At the same time, turn the oak 12 backwards and return it, and firmly press it against the end surface of the Japanese/hand pipe 8 to fix the connection between the double-jointed bow and the pipe.

第1図において、13はPC梁部2の両端面より突出し
ているカセットプレートで、各ブレート&J鉄骨粱部3
,3のウェブに固着しである。
In FIG. 1, 13 is a cassette plate protruding from both end faces of the PC beam section 2, and each plate & J steel frame section 3
, 3 is fixed to the web.

次に梁の施工について駒間する。予め、工場又は世場に
て第1図に示すようにpc梁剖2と鉄骨梁部3,3とを
、継手パイプ7.8およびネジ棒lOにより連結して梁
本体1を組み立てておく、。
Next, Mr. Komama talks about the construction of the beams. As shown in FIG. 1, the beam body 1 is assembled in advance at a factory or at a factory by connecting the PC beam structure 2 and the steel beam parts 3, 3 with a joint pipe 7.8 and a threaded rod 1O. .

そして寸ず立設している柱間に、梁本体1をクレーンな
どで建込み、ついで梁本体を柱間に仮設する。その鏝、
第3図に示すように梁主筋13およヒスターラップ14
を配筋して、コンクリートcを打設して中間部がRC造
、両側がSRC造の梁を施工する。
Then, the beam body 1 is erected by a crane or the like between the columns that have been erected, and then the beam body is temporarily installed between the columns. That iron,
As shown in Fig. 3, the main beam reinforcement 13 and the hyster wrap 14
Reinforcement is arranged, concrete is poured, and the middle part is made of RC and both sides are made of SRC.

なお、PCC梁部と鉄骨梁部3,3とを先組することな
く、この鉄骨梁部を予め柱に先付けし・ておいてから、
柱を立設した後に、鉄骨梁部間にpc梁剖を吊り込んで
連結手段4により鉄骨梁部に連結してもよい、。
In addition, without assembling the PCC beam part and the steel beam parts 3, 3 in advance, after attaching the steel beam part to the column in advance,
After the columns are erected, PC beams may be suspended between the steel beams and connected to the steel beams by the connecting means 4.

PC梁部の他の実施例を第5図に示す。この例では、P
C梁部2内には4本の鉄筋5a・・・が配筋1−であり
、この鉄筋に一定間隔を置いて配筋(7た補強筋15 
が巻回しである。また連結手段4を(f゛I)成する継
手パイプ8(ri、鉄骨梁部3,3のフラノン3aの内
面側に取り付けである。
Another embodiment of the PC beam portion is shown in FIG. In this example, P
Inside the C beam part 2, four reinforcing bars 5a... are arranged as reinforcement 1-, and reinforcing bars 15 are arranged at regular intervals on these reinforcing bars.
is the winding. Further, a joint pipe 8 (ri) forming the connecting means 4 (fI) is attached to the inner surface of the flanone 3a of the steel beam portions 3,3.

・イ4本体1aの組み立ておよびその施工方法も上lり
ll rJ) q!本体lの場合と実質的に同一である
・Assembling the main body 1a and its construction method are also explained above. This is substantially the same as in the case of the main body l.

なお、上記各側において、その連結手段は図示υ:J 
1+IJに限定されず、例えば継手パイプ8を取付は代
に1′I通状態に取り付けるようにしてもよい。増月は
部材を板材を用いることなく棒材の脚体で構IJly、
シてもよい。
In addition, on each side above, the connection means are shown in the figure υ:J
It is not limited to 1+IJ, and for example, the joint pipe 8 may be attached in a 1'I through state. Masuzuki constructed the members using stick legs without using plates.
You can also use it.

」ソ、上説明したように本発明によれば、梁の中間部を
、両側の鉄骨梁部に連結可能のPc梁剖としであるので
、仮設時の剛性を出すことができ、施II有利である。
As explained above, according to the present invention, the middle part of the beam is a Pc beam structure that can be connected to the steel beam parts on both sides, so it is possible to provide rigidity during temporary construction, which is advantageous in construction. It is.

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

第1]シIN本発明の一実施例を示す裏部の斜視図、第
2図は第1図n−,Il線断面図、 第3図は連結手段の拡大断面図、 第4図は梁の断面図、 第5図は本発明の他の実施例を示す要部の斜視図である
。 1.1a・・・梁本体、2・・PC梁部、3・・鉄骨射
部、4・・連結手段、5,5a ・鉄筋、7,8 継手
パイプ、9・・・取付は板、1o ・ネジ棒、11゜1
2・・ナツト。 以−1− 特 許 出 願 人   株式会社長谷川工務店帛4図
1st] Figure 2 is a perspective view of the back showing an embodiment of the present invention, Figure 2 is a cross-sectional view taken along lines n- and Il in Figure 1, Figure 3 is an enlarged cross-sectional view of the connecting means, and Figure 4 is a beam. FIG. 5 is a perspective view of essential parts showing another embodiment of the present invention. 1.1a... Beam body, 2... PC beam part, 3... Steel beam part, 4... Connection means, 5, 5a - Reinforcing bars, 7, 8 Joint pipe, 9... Mounting on plate, 1o・Threaded rod, 11゜1
2...Natsuto. -1- Patent applicant Hasegawa Komuten Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 1) C梁部と、このpc梁部の両側に連結手段に」−
リ連結した鉄骨梁部とを具備する複合梁。
1) Connecting means on both sides of the C beam and this PC beam.
Composite beam with reconnected steel beam parts.
JP7462982A 1982-05-06 1982-05-06 Composite beam Pending JPS58191848A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7462982A JPS58191848A (en) 1982-05-06 1982-05-06 Composite beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7462982A JPS58191848A (en) 1982-05-06 1982-05-06 Composite beam

Publications (1)

Publication Number Publication Date
JPS58191848A true JPS58191848A (en) 1983-11-09

Family

ID=13552675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7462982A Pending JPS58191848A (en) 1982-05-06 1982-05-06 Composite beam

Country Status (1)

Country Link
JP (1) JPS58191848A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5373821A (en) * 1976-11-05 1978-06-30 Nippon Kokan Kk Construction for connecting pillar and beam of building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5373821A (en) * 1976-11-05 1978-06-30 Nippon Kokan Kk Construction for connecting pillar and beam of building

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