JPS58164848A - Connection structure of pc small beam - Google Patents

Connection structure of pc small beam

Info

Publication number
JPS58164848A
JPS58164848A JP4631382A JP4631382A JPS58164848A JP S58164848 A JPS58164848 A JP S58164848A JP 4631382 A JP4631382 A JP 4631382A JP 4631382 A JP4631382 A JP 4631382A JP S58164848 A JPS58164848 A JP S58164848A
Authority
JP
Japan
Prior art keywords
beams
main
joint
plate
small
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.)
Granted
Application number
JP4631382A
Other languages
Japanese (ja)
Other versions
JPH0229130B2 (en
Inventor
飽津 福秀
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 JP4631382A priority Critical patent/JPS58164848A/en
Publication of JPS58164848A publication Critical patent/JPS58164848A/en
Publication of JPH0229130B2 publication Critical patent/JPH0229130B2/ja
Granted legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

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pc小梁の接合構造に関するものである。[Detailed description of the invention] The present invention relates to a PC beam joint structure.

従来の小梁は鉄骨で構成し、その端部は鉄骨梁のガセッ
トプレートにボルトによるピン接合であるため、鋼材量
を多く必要として、また接合部の連続性に欠け、耐震性
能に限界があった。
Conventional beams are constructed of steel frames, and their ends are pin-connected with bolts to the gusset plates of the steel beams, which requires a large amount of steel, lacks continuity at the joints, and limits seismic performance. Ta.

本発明は上記の欠点を除去するもので、その構成上の特
徴はpc梁より突設した接合板にpc小梁の梁主筋端部
に固着した接合板を接合し1.ト記pc梁およびpc小
梁の上方に連結筋を配筋したところにある。
The present invention eliminates the above-mentioned drawbacks, and its structural features are as follows: 1. A connecting plate fixed to the end of the beam main reinforcement of the PC beam is joined to a connecting plate protruding from the PC beam. This is where connecting bars are placed above the PC beam and PC beam.

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1,2図において、PC耐震壁1の上部にはpc梁2
がこの例では一体的に設けてあり、この渠内には梁主筋
3・・・が配筋しである。梁主筋3・・・には一対の接
合板であるアングル材4,4aおよび5,5aが対向し
て固着してあり、各アングル材4,4aと5,5aとは
、梁2の両側面より外方にそれぞれ突出している。そし
て各アングル材4.4aおよび5,5aには、pc梁2
の両側に位置するpc小梁6および6aかそnぞれ接合
している。
In Figures 1 and 2, there is a PC beam 2 on the top of the PC shear wall 1.
In this example, it is provided integrally, and the beam main reinforcements 3 are arranged inside this culvert. Angle members 4, 4a and 5, 5a, which are a pair of joint plates, are fixed to the beam main reinforcements 3 facing each other, and each angle member 4, 4a and 5, 5a is attached to both sides of the beam 2. They each protrude outward. And each angle member 4.4a and 5,5a has a PC beam 2
The PC beams 6 and 6a or n located on both sides of the PC are connected to each other.

PC小梁6はRC造で、スターラップ7を巻回している
小梁の主筋8,9の端部先端は図示の例では小梁の端部
より突出している。そして主筋8゜9の端部には、上下
に位置する主筋を連結する接合板10.11が対向して
固着してあり、各接合板の端部が小梁の端部より突出し
ている。そして一方の接合板10は梁2の右側面より突
出している一方の接合板4と、他方の接合板11は接合
板4aとそれぞれボルトによシ接合している。
The PC beam 6 is made of RC construction, and the end tips of the main bars 8 and 9 of the beam around which the stirrup 7 is wound protrude from the ends of the beam in the illustrated example. At the ends of the main reinforcements 8.9, connecting plates 10, 11 that connect the upper and lower main reinforcements are fixed to face each other, and the ends of each connecting plate protrude from the ends of the small beams. One joint plate 10 is connected to one joint plate 4 protruding from the right side surface of the beam 2, and the other joint plate 11 is connected to a joint plate 4a by bolts.

他方のPC小梁6aは上記PC小梁6の構成と実質的に
同一であり、PC小梁の各構成部分を示す符号にraJ
を付して、その対応関係を明らかにしている。この小梁
6aも接合板10a、llaと梁2の接合板5,5aと
を重合してボルトにより接合しである。      1 また梁2およびPC小梁6.−、:、 6 aの上方に
は連結筋12が通してあり、この連結筋で梁とPC/1
・梁との接合部の一体性を確保している。連結筋12と
PC小梁6,6a内の下端主筋9,9aとにはスターラ
ップ13が巻回しである。
The other PC beam 6a has substantially the same configuration as the PC beam 6 described above, and raJ is used for each component of the PC beam.
is attached to clarify the correspondence relationship. This small beam 6a is also made by overlapping the joining plates 10a, lla and the joining plates 5, 5a of the beam 2 and joining them with bolts. 1 Also beam 2 and PC small beam 6. -, :, A connecting bar 12 is passed through the upper part of 6 a, and this connecting bar connects the beam and PC/1.
・Ensures the integrity of the joint with the beam. Stirrups 13 are wound around the connecting bars 12 and the lower end main bars 9, 9a in the PC beams 6, 6a.

なお、PC小梁6,6aの上端主筋8,8aを小梁内に
埋設することなく、小梁上方に配筋する構成としてもよ
い。
Note that the upper main reinforcements 8, 8a of the PC beams 6, 6a may not be buried in the beams, but may be arranged above the beams.

14は梁2の上面より突設しであるアンカー筋であり、
上階のPC耐震壁1aのアンカー筋14aと重合する。
14 is an anchor bar protruding from the upper surface of the beam 2;
It overlaps with the anchor reinforcement 14a of the PC shear wall 1a on the upper floor.

次に施工について説明する。Next, construction will be explained.

まず、PC耐震壁1を建込み、ついで梁2の一側方にク
レーンでPC小梁6を吊り込み、一端の接合板10を梁
2の接合板4に、接合板11を接合板4aに重合して、
ボルトにより結合することにより、一方のPC小梁6の
梁2に対する接合作業を終える。同様にして、梁2の他
側にpc小梁6aを吊り込み、接合板10a、llaと
5,5aとを接合する。省の後、梁2およびPC小梁6
゜6a上刃に連結勅□:已2を通し、さらに梁2と小梁
6との接合部の下方に型枠に、Kを設置してから、コン
クI) −) Cを打設する。この結果、PC小梁6.
6aと梁2との接合部は連結筋12によりその連続性が
確保される。
First, the PC shear wall 1 is erected, and then the PC beam 6 is hung on one side of the beam 2 using a crane, and the joint plate 10 at one end is connected to the joint plate 4 of the beam 2, and the joint plate 11 is connected to the joint plate 4a. Polymerize,
By connecting with bolts, the work of joining one PC beam 6 to the beam 2 is completed. Similarly, the PC beam 6a is hung on the other side of the beam 2, and the joining plates 10a and lla are joined to the joining plates 5 and 5a. After the ministry, Liang 2 and PC Xiaoliang 6
゜6a Connecting pin □: Pass 2 through the upper blade, and then set K on the formwork below the joint between beam 2 and small beam 6, and then pour concrete I) -) C. As a result, PC small beam 6.
The continuity of the joint between the beam 6a and the beam 2 is ensured by the connecting bar 12.

第3.4図はPC小梁の接合板の他の実施例を示す。こ
の例においてPC小梁6および6aの接合板として溝形
鋼を用いてあり、固接合板15および15aは小梁の主
筋8,9および8a 、 9aの端部間に固着しである
。すなわち接合板15の両側面で主筋8,9および8,
9を溶接により固着してあり、他方の接合板15aと主
筋8a、9aとの関係についても上記と同様である。そ
して接合板15および15aは梁2の接合板4,4aお
よび5,5aとボルトにより接合している。またPC小
梁6,6aの端部の下部は、梁2に向けて突部16,1
6aが突設してあり、コンクリート打設時の型枠の代用
をしている。Kaは型枠である。
Figure 3.4 shows another embodiment of the PC beam connecting plate. In this example, channel steel is used as the connecting plate for the PC beams 6 and 6a, and the fixed connecting plates 15 and 15a are fixed between the ends of the main bars 8, 9 and 8a, 9a of the beam. That is, on both sides of the joint plate 15, the main reinforcements 8, 9 and 8,
9 are fixed by welding, and the relationship between the other joining plate 15a and the main reinforcing bars 8a, 9a is also the same as above. The joining plates 15 and 15a are joined to the joining plates 4, 4a and 5, 5a of the beam 2 by bolts. In addition, the lower portions of the ends of the PC beams 6 and 6a extend toward the beams 2 with protrusions 16 and 1.
6a is installed protrudingly and serves as a formwork during concrete pouring. Ka is the formwork.

以上説明したように本発明によれば、RC造のpc小梁
の端部より突出している接合板でpc梁の接合板に接合
し、しかも連結筋をPC小梁および梁の上方に配筋した
ので、鋼材量を少なくできて、施工のコストダウンを図
ることができ、また接合部の連続性が確保でき、耐震性
能の低下を防止できる。
As explained above, according to the present invention, the connecting plate protruding from the end of the PC beam of RC construction is connected to the connecting plate of the PC beam, and the connecting bars are arranged above the PC beam and the beam. Therefore, the amount of steel material can be reduced, reducing construction costs, ensuring continuity of joints, and preventing deterioration in seismic performance.

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

第1図はpc小梁とpc梁の接合状態を示す断面図、 第2図は第1図n−n線断面図、 第3図は他の実施例のPC小梁とpc梁の接合状態を示
す断面図、 第4図は第1図n−n線断面図である。 2−P C梁、4 、4 a 、 5 、5 a ・・
・接合板、6゜6 a −P C小梁、7 、7 & 
・・・スターラップ、8゜8 a 、 9 、9 a−
・−主筋、10,10a、11゜Zla・・・接合板、
12川連結筋、13・・・スターラップ、15,15a
・・・接合板。 以上 特許 出 願 人  株式会社長谷川工務店代理人 弁
理士  松 1)三 夫 同   弁理士   松  1) 和  子同  弁理
士  小 平    進 目「 目■ 257一
Fig. 1 is a sectional view showing the connection state of the PC beam and PC beam, Fig. 2 is a sectional view taken along line n-n in Fig. 1, and Fig. 3 is the connection state of the PC beam and PC beam of another embodiment. FIG. 4 is a cross-sectional view taken along line nn in FIG. 1. 2-PC beam, 4, 4 a, 5, 5 a...
・Joint plate, 6゜6a-P C beam, 7, 7 &
... Stirrup, 8° 8 a, 9, 9 a-
・-Main reinforcement, 10, 10a, 11゜Zla... joint plate,
12 River connection, 13... stirrup, 15, 15a
...joint plate. Patent Attorney Patent Attorney Matsu 1) Kazuko Kazuko Patent Attorney Shinme Kodaira 2571

Claims (2)

【特許請求の範囲】[Claims] (1)  両側面より接合板か突設しているpc梁と、
このpc梁の両側に配設し、上記接合板に端部が対向し
ているpc小梁と、 このpc小梁に配筋しである小梁の主筋と、この主筋端
部に固着し、上記PC小梁端部より突出し、上記接合板
に結合しである接合板と、上記pc梁およびpc小梁の
上方に配筋しである連結筋と、 この連結筋と上記主筋のうち下側に位置する主筋に掛回
しであるスターラップと を具備するpc小梁の接合構造。
(1) A PC beam with joint plates or projecting from both sides,
PC beams arranged on both sides of this PC beam, the ends of which are facing the connection plate, main reinforcements of the small beams that are reinforced on this PC beam, and fixed to the ends of the main reinforcements, A connecting plate that protrudes from the end of the PC beam and is connected to the connecting plate, a connecting bar that is reinforced above the PC beam and the PC beam, and a lower side of the connecting bar and the main bar. A joint structure of PC beams, which is equipped with stirrups that hang around the main reinforcement located at the .
(2)  特許請求の範囲第1項において、小梁の主筋
の端部先端がPC小梁端部外方に位置していることを特
徴とするpc小梁の接合構造。
(2) The PC beam joint structure according to claim 1, characterized in that the end tip of the main reinforcement of the small beam is located outside the end of the PC beam.
JP4631382A 1982-03-25 1982-03-25 Connection structure of pc small beam Granted JPS58164848A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4631382A JPS58164848A (en) 1982-03-25 1982-03-25 Connection structure of pc small beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4631382A JPS58164848A (en) 1982-03-25 1982-03-25 Connection structure of pc small beam

Publications (2)

Publication Number Publication Date
JPS58164848A true JPS58164848A (en) 1983-09-29
JPH0229130B2 JPH0229130B2 (en) 1990-06-28

Family

ID=12743676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4631382A Granted JPS58164848A (en) 1982-03-25 1982-03-25 Connection structure of pc small beam

Country Status (1)

Country Link
JP (1) JPS58164848A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020079536A (en) * 2018-11-14 2020-05-28 株式会社竹中工務店 Beam joint structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57161612U (en) * 1981-04-06 1982-10-12

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57161612U (en) * 1981-04-06 1982-10-12

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020079536A (en) * 2018-11-14 2020-05-28 株式会社竹中工務店 Beam joint structure

Also Published As

Publication number Publication date
JPH0229130B2 (en) 1990-06-28

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