JPS6128663A - PC wall plate with finished surface - Google Patents

PC wall plate with finished surface

Info

Publication number
JPS6128663A
JPS6128663A JP14671284A JP14671284A JPS6128663A JP S6128663 A JPS6128663 A JP S6128663A JP 14671284 A JP14671284 A JP 14671284A JP 14671284 A JP14671284 A JP 14671284A JP S6128663 A JPS6128663 A JP S6128663A
Authority
JP
Japan
Prior art keywords
girder
reinforcement
wall
stirrup
vertical
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
JP14671284A
Other languages
Japanese (ja)
Other versions
JPH0262663B2 (en
Inventor
大川 幸雄
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP14671284A priority Critical patent/JPS6128663A/en
Publication of JPS6128663A publication Critical patent/JPS6128663A/en
Publication of JPH0262663B2 publication Critical patent/JPH0262663B2/ja
Granted legal-status Critical Current

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  • Finishing Walls (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】 本発明は外壁面にタイル等の仕上げ面を有するPCC壁
圧係るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a PCC wall pressure plate having a finished surface such as tiles on the outer wall surface.

サツシが連窓で、腰壁及び下#)壁部にタイルが貼られ
る場合、その部分はスパンドレル状のPCC壁圧なるこ
とが多い。
When the sash has continuous windows and tiles are pasted on the waist and lower walls, those areas often have spandrel-like PCC walls.

しかしながらこの場合、第5図及び第6図に示すように
外壁面に仕上げ材(α)を有するスパンドレル状PC板
(A)と、現場打ち鉄筋コンクリート大梁(C)または
現場打ち鉄骨鉄筋コンクリート大梁(C′)とが分離さ
れ、大梁のコンクリート断面の設計、算定には、スパン
ト9レル状20版が大梁の有効厚みに加算されないので
コンクリート容積が多くなシ、不経済である。
However, in this case, as shown in FIGS. 5 and 6, a spandrel-shaped PC board (A) having a finishing material (α) on the outer wall surface and a cast-in-place reinforced concrete girder (C) or a cast-in-place steel reinforced concrete girder (C' ) are separated from each other, and when designing and calculating the concrete cross section of the girder, the 9-rel span 20 plates are not added to the effective thickness of the girder, so the volume of concrete is large, which is uneconomical.

本発明はこのように問題点を解決するために提案された
もので、外壁面に仕上材が層着された垂直版に、梁主筋
及び同主筋を囲繞するスターラップ筋の一部を埋設する
とともに、同スターラップ筋の端部を内側面に突設して
なることを特徴とする仕上げ面を有するPCC壁圧係る
ものである。
The present invention was proposed to solve this problem, and involves embedding the main beam reinforcement and part of the stirrup reinforcement surrounding the main reinforcement in a vertical slab with a finishing material layered on the outer wall surface. The present invention also relates to a PCC wall pressure plate having a finished surface characterized by the ends of the stirrup bars protruding from the inner surface.

本発明に係るPCC壁圧前記したように、外壁面に仕上
材が層着された垂直版に梁主筋と、同主筋を囲繞するス
ターラップ筋の一部が埋設され、同スターラップ筋の端
部が垂直版の内側面に突設された半梁に構成されている
ので、前記PCC壁圧内側面に接して現場打ち鉄筋また
は鉄筋鉄骨コンクリート大梁を打設すると、同大梁内に
前記スターラップ筋の突設部が碇着され、前記垂直版と
一体化された大梁が施工されることとなシ、従って前記
垂直版が大梁のコンクリート断面の有効厚みに加算され
、壁板をスパント9レル状の20版とすることによって
、コンクリート容積の増大を招来することがなく、経済
的な設計、施工が可能となる。
PCC wall pressure according to the present invention As mentioned above, the main beam reinforcement and a part of the stirrup reinforcement surrounding the main reinforcement are embedded in the vertical plate with the finishing material layered on the outer wall surface, and the end of the stirrup reinforcement Since the section is configured as a half beam protruding from the inner surface of the vertical plate, when cast-in-place reinforcing bars or reinforced steel concrete girders are cast in contact with the inner surface of the PCC wall, the stirrups are placed inside the girder. The projecting part of the reinforcement is anchored and the girder integrated with the vertical plate is constructed. Therefore, the vertical plate is added to the effective thickness of the concrete cross section of the girder, and the wall plate is added to the spanned nine rails. By using 20 plates of the shape, the concrete volume does not increase and economical design and construction become possible.

また前記垂直版の外壁面には予め仕上材が層着されてい
るので、仕上施工が精確に行なわれ、現場における仕上
げ作業が省略され、省力化並に工期の短縮が図られるも
のである。
Furthermore, since the finishing material is layered on the outer wall surface of the vertical plate in advance, finishing work can be carried out accurately and finishing work on site can be omitted, saving labor and shortening the construction period.

以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

(A)はス/ξンドレル状のPC壁壁板、垂直版(1)
の外壁面にはタイル等の仕上材が工場等において先付け
されている。
(A) is a PC wall board in the shape of a sundrel, vertical version (1)
Finishing materials such as tiles are pre-applied to the exterior walls of buildings in factories.

前記垂直版(1)における大梁の施工位置に、梁主筋(
3)及び同主筋(3)を囲繞するスターラップ筋(4)
が内蔵され、同スターラップ筋(4)の端部は垂直版(
1)の内側面に突出している。
The main beam reinforcement (
3) and the stirrup muscle (4) surrounding the main muscle (3)
is built-in, and the end of the stirrup strip (4) is a vertical version (
1) It protrudes from the inner surface.

所定位置に配設された前記PC壁壁板3)における垂直
版(1)の内側に、第1図及び第3図に示すように現場
打ち鉄筋コンクリート大梁(B)、または現場打ち鉄骨
鉄筋コンクリート大梁(Bつを施工すると、同大梁(B
) (Bっはスターラップ筋(4)の突出部を介して垂
直版(1)と一体化され、また同垂直版(11内の梁主
筋(3)、及びスターラップ筋(4)がそのまま前記大
梁(B) (Bりの梁主筋の一部及びスターラップ筋を
構成する。
As shown in Figs. 1 and 3, a cast-in-place reinforced concrete girder (B) or a cast-in-place steel reinforced concrete girder ( When B pieces are constructed, the same girder (B
) (B is integrated with the vertical plate (1) through the protruding part of the stirrup bar (4), and the main beam bar (3) and stirrup bar (4) in the same vertical plate (11) remain as they are. Said girder (B) (Constituting a part of the main beam reinforcement and stirrup reinforcement of B-ri.

このように前記大梁(B)(BのとPC壁版体)とが一
体化されることによって、垂直版(1)が大梁■)のり
のコンクリート断面の有効厚みとして加算されることと
なシ、コンクリート容積の僧正が防止され、経済的な設
計、施工が可能となる。
By integrating the girder (B) (B and the PC wall slab) in this way, the vertical plate (1) is added as the effective thickness of the concrete cross section of the girder (■). This prevents the volume of concrete from collapsing, allowing for economical design and construction.

なお前記垂直版(1)の大梁打設面は粗面に形成するか
、コツターを設けて、大梁打設コンクリートとの一体化
を図るものである。
The girder casting surface of the vertical slab (1) is formed into a rough surface or provided with a bumper to integrate it with the girder placement concrete.

また前記実施例において、PC壁壁板A)に一部埋設さ
れたスターラップ筋(4)は開放型に配筋されているが
、第4図に示すように、閉鎖型に配筋してもよい。
Furthermore, in the above embodiment, the stirrup bars (4) partially buried in the PC wall plate A) are arranged in an open type, but as shown in Fig. 4, the stirrup bars (4) are arranged in a closed type. Good too.

なお図中前記実施例と均等部分には同一符号が附されて
いる。
In the drawings, parts equivalent to those of the above embodiment are given the same reference numerals.

以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種種の設計の改変を施し
うるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various designs without departing from the spirit of the present invention. .

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

第1図は本発明に係る仕上げ面を有するPC壁壁板一実
施例の使用状態を示す縦断側面図、第2図はその正面図
、第3図は本発明に係るPC壁壁板場所打ち鉄骨鉄筋コ
ンクリート大梁を施工した状態を示す縦断面図、第4図
は本発明に係るPC壁壁板他の実施例を示す縦断側面図
、第5図及び第6図は夫々従来のPC壁壁板大梁との関
係を示す縦断側面図である。 (A)・・・PC壁壁板(1)・・・垂直版、(2)・
・・仕上材、(3)・・・梁主筋、(4)・・・スター
ラップ筋。
FIG. 1 is a vertical sectional side view showing the usage state of one embodiment of the PC wall panel having a finished surface according to the present invention, FIG. 2 is a front view thereof, and FIG. 3 is a cast-in-place PC wall panel according to the present invention. A vertical cross-sectional view showing a constructed steel reinforced concrete girder, FIG. 4 is a vertical cross-sectional view showing other embodiments of the PC wall board according to the present invention, and FIGS. 5 and 6 are respectively conventional PC wall boards. It is a vertical side view showing the relationship with the girder. (A)...PC wall board (1)...Vertical version, (2)...
... Finishing material, (3) ... Beam main reinforcement, (4) ... Stirrup reinforcement.

Claims (1)

【特許請求の範囲】[Claims] 外壁面に仕上材が層着された垂直版に、梁主筋及び同主
筋を囲繞するスターラップ筋の一部を埋設するとともに
、同スターラップ筋の端部を内側面に突設してなること
を特徴とする仕上げ面を有するPC壁版。
The main reinforcement of the beam and a part of the stirrup reinforcement surrounding the main reinforcement are buried in a vertical slab with finishing material layered on the outer wall surface, and the ends of the stirrup reinforcement are made to protrude from the inside surface. A PC wall plate with a finished surface characterized by:
JP14671284A 1984-07-17 1984-07-17 PC wall plate with finished surface Granted JPS6128663A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14671284A JPS6128663A (en) 1984-07-17 1984-07-17 PC wall plate with finished surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14671284A JPS6128663A (en) 1984-07-17 1984-07-17 PC wall plate with finished surface

Publications (2)

Publication Number Publication Date
JPS6128663A true JPS6128663A (en) 1986-02-08
JPH0262663B2 JPH0262663B2 (en) 1990-12-26

Family

ID=15413831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14671284A Granted JPS6128663A (en) 1984-07-17 1984-07-17 PC wall plate with finished surface

Country Status (1)

Country Link
JP (1) JPS6128663A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7705175B2 (en) 2005-01-18 2010-04-27 Nippoh Chemicals Co., Ltd. Method for producing imide ether compound

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7705175B2 (en) 2005-01-18 2010-04-27 Nippoh Chemicals Co., Ltd. Method for producing imide ether compound

Also Published As

Publication number Publication date
JPH0262663B2 (en) 1990-12-26

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