JPS5811251A - Pc wall with beam - Google Patents
Pc wall with beamInfo
- Publication number
- JPS5811251A JPS5811251A JP56108117A JP10811781A JPS5811251A JP S5811251 A JPS5811251 A JP S5811251A JP 56108117 A JP56108117 A JP 56108117A JP 10811781 A JP10811781 A JP 10811781A JP S5811251 A JPS5811251 A JP S5811251A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- reinforcement
- stirrup
- reinforcements
- slab
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (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】 本発明は梁付きｐｃ壁に関するものである。[Detailed description of the invention] The present invention relates to a PC wall with beams.
本出願人は、先にプレハブ工法における接合方法の中で
梁付きｐｃ壁を提案した（特願昭５５−１７７２１３号
）。この梁付きｐｃ壁は、第２図に示すように、ＰＣ壁
部１１に設けた梁部１２内に配筋した梁主筋１３・・・
およびスターラップ１４・・・を埋設している。そして
梁部１２の上面にコツター１５を突設し、さらに梁部上
面よりアンカー筋１６の上端部を突出しである。そして
梁部１２の上面両側でｐｃ床板Ｆ、Ｆａの端部を支持し
ている。ＰＣ床板Ｆ、Ｆａ上にスラブＳを形成している
。そして梁部１２とスラブＳとの一体化はコツター１５
とアンカー筋１６の上端部とで行っている。The present applicant previously proposed a PC wall with beams as a joining method in the prefabricated construction method (Japanese Patent Application No. 177213/1982). As shown in FIG. 2, this PC wall with a beam includes beam main reinforcements 13 arranged within a beam section 12 provided on a PC wall section 11.
and stirrups 14 are buried. Then, a bolter 15 is provided to protrude from the upper surface of the beam portion 12, and an upper end portion of an anchor bar 16 is further protruded from the upper surface of the beam portion. The ends of the PC floor plates F and Fa are supported on both sides of the upper surface of the beam portion 12. A slab S is formed on PC floorboards F and Fa. The beam part 12 and the slab S are integrated with the cotter 15.
and the upper end of the anchor bar 16.
本発明は上記梁付きｐｃ壁の改良に係るもので、その目
的は梁部とスラブとの一体化をより一層強化することで
あシ、他の目的は上側の梁主筋と下側の梁主筋との間隔
を広くとることによシ梁部の強度を増加させることにあ
る。The present invention relates to the improvement of the above-mentioned PC wall with a beam, and its purpose is to further strengthen the integration between the beam and the slab, and the other purpose is to further strengthen the integration between the upper beam main reinforcement and the lower beam main reinforcement. The aim is to increase the strength of the beam by widening the distance between the beam and the beam.
以下本発明の一実施例を第１図に基づいて説明する。An embodiment of the present invention will be described below with reference to FIG.
ｐｃ壁部１の上端部には梁部２が一体的に設けである。A beam portion 2 is integrally provided at the upper end portion of the PC wall portion 1.
梁部２内の底部側には下側の梁主筋３ ａ。On the bottom side of the beam portion 2, there is a lower main beam reinforcement 3a.
３ｂが配筋してあシ、上側の梁主筋３ｃ、３ｄは梁部上
面よシ一定間隔を置いて上方に配筋しである。そして各
梁主筋３ａ、３ｂ、３ｃ、３ｄにスターラップ４が掛回
してあり、このスターラップの上側部４ａは梁部上面よ
り突出している。なお、上側の梁主筋３ｃ、３ｄはｐｃ
壁を建だ後、突出しているスターラップ４の上端角部内
側に差入れる。また梁部２の上面中央部には複数のコツ
ター５・・・が突設してあり、各コツターは一定間隔を
置いて連続している。また梁部２の上面から、ＰＣ壁部
１および梁部に配筋しであるアンカー筋６の上端部が突
出しており、このアンカー筋として図示の例ではループ
アンカー筋を用いている。さらに、梁部２の上面両側で
ｐｃ床板ＦおよびＦａの端部を支持していする。ｐｃ床
板Ｆ、Ｆａ上にスラブＳを形成してあシ、このスラブ内
にはスラブ筋７が配筋しである。The reinforcements 3b and 3d on the upper side are arranged upwardly at regular intervals from the upper surface of the beam. A stirrup 4 is wound around each of the beam main reinforcements 3a, 3b, 3c, and 3d, and the upper side portion 4a of this stirrup protrudes from the upper surface of the beam portion. In addition, the upper beam main reinforcements 3c and 3d are pc
After building the wall, insert it inside the upper corner of the protruding stirrup 4. Further, a plurality of pillars 5 are protruded from the center of the upper surface of the beam portion 2, and each pillar is continuous at regular intervals. Further, from the upper surface of the beam portion 2, the upper end portions of anchor reinforcements 6, which are reinforced in the PC wall portion 1 and the beam portion, protrude, and in the illustrated example, loop anchor reinforcements are used as the anchor reinforcements. Furthermore, the ends of the PC floor plates F and Fa are supported on both sides of the upper surface of the beam portion 2. A slab S is formed on the PC floor plates F and Fa, and slab reinforcements 7 are arranged within this slab.
１ａは上階に建込んであるＰＣ壁部、５ａはこのＰＣ壁
部の下端部に設けであるコツター、６ａはアンカー筋で
ある。1a is a PC wall part built on the upper floor, 5a is a cotter provided at the lower end of this PC wall part, and 6a is an anchor bar.
以上説明したように本発明によれば、コツターおよびア
ンカー筋のみならずスターラップおよび上側の梁主筋ま
でもがスラブコンクリートを拘束するので、スラブと梁
部との一体化が一層強化できる。また上側の梁主筋と下
側の梁主筋との間隔を、広くとれるので梁部の強度を増
加させることができる。As explained above, according to the present invention, not only the stirrup and the anchor reinforcement but also the stirrup and the upper main beam reinforcement restrain the slab concrete, so that the integration of the slab and the beam can be further strengthened. Furthermore, since the distance between the upper main beam reinforcement and the lower beam main reinforcement can be made wider, the strength of the beam can be increased.
第１図は本発明の一実施例を示す断面図、第２図は本出
願人が先に提案した梁付きｐｃ壁の断面図である。
１ ・Ｐ Ｃ壁部、２・・・梁部、３ａ、３ｂ、３ｃ。
３ｄ・・・梁主筋、４・・・スターラップ、５・・・コ
ツター、６・・・アンカー筋、ＦｊＦａ・・・ＰＣ床板
、Ｓ・・・スラブ。
以上FIG. 1 is a sectional view showing an embodiment of the present invention, and FIG. 2 is a sectional view of a beamed PC wall previously proposed by the applicant. 1.PC wall part, 2...beam part, 3a, 3b, 3c. 3d...Beam main reinforcement, 4...Stirrup, 5...Cotter, 6...Anchor reinforcement, FjFa...PC floor plate, S...Slab. that's all
Claims (1)
部内に配筋しである下側の梁主筋と、上記梁部上面より
上方に配筋しである上側の梁主筋と、 上記各梁主筋に掛回しであるスターラップと、上記梁部
の上面に突設しであるコツターと、上記梁部の上面よシ
突出しているアンカー筋とを具備し、上記梁部の上面で
ＰＣ床板端部を支持可能であることを特徴とする梁付き
ＰＣ壁。[Scope of Claims] A beam integrally provided at the upper end of the PC wall, lower main beam reinforcement arranged within the beam, and reinforcement arranged above the upper surface of the beam. It is equipped with a main beam reinforcement on the upper side, a stirrup that hangs around each of the main beam reinforcements, a stirrup that projects from the top surface of the beam section, and an anchor reinforcement that projects from the top surface of the beam section. , A PC wall with a beam, characterized in that an end of a PC floor plate can be supported on the upper surface of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56108117A JPS5811251A (en) | 1981-07-13 | 1981-07-13 | Pc wall with beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56108117A JPS5811251A (en) | 1981-07-13 | 1981-07-13 | Pc wall with beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5811251A true JPS5811251A (en) | 1983-01-22 |
| JPS6351230B2 JPS6351230B2 (en) | 1988-10-13 |
Family
ID=14476337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56108117A Granted JPS5811251A (en) | 1981-07-13 | 1981-07-13 | Pc wall with beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5811251A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6128649A (en) * | 1984-07-17 | 1986-02-08 | 株式会社フジタ | Pc large beam material having finish surface |
| WO2015011641A1 (en) * | 2013-07-24 | 2015-01-29 | Doyle Phillip Paul | Semi rigid precast wall system |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5499312U (en) * | 1977-12-23 | 1979-07-13 |
-
1981
- 1981-07-13 JP JP56108117A patent/JPS5811251A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5499312U (en) * | 1977-12-23 | 1979-07-13 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6128649A (en) * | 1984-07-17 | 1986-02-08 | 株式会社フジタ | Pc large beam material having finish surface |
| WO2015011641A1 (en) * | 2013-07-24 | 2015-01-29 | Doyle Phillip Paul | Semi rigid precast wall system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6351230B2 (en) | 1988-10-13 |
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