JPS6192244A - Finishing of outer wall in reinforced concrete building - Google Patents

Finishing of outer wall in reinforced concrete building

Info

Publication number
JPS6192244A
JPS6192244A JP21326584A JP21326584A JPS6192244A JP S6192244 A JPS6192244 A JP S6192244A JP 21326584 A JP21326584 A JP 21326584A JP 21326584 A JP21326584 A JP 21326584A JP S6192244 A JPS6192244 A JP S6192244A
Authority
JP
Japan
Prior art keywords
wall
formwork
concrete
reinforced concrete
finishing
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
JP21326584A
Other languages
Japanese (ja)
Inventor
長尾 庄治良
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21326584A priority Critical patent/JPS6192244A/en
Publication of JPS6192244A publication Critical patent/JPS6192244A/en
Pending legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (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】 本発明は在来方式の鉄筋コンクリート建物外壁粗壁を仕
上げる方式として、専らコンクリート型枠用合板又は鉄
板製型枠が使用され、特にコンパネ材は3回程度の反覆
使用に耐えず、また鉄板等の型枠の取はずし等にもはく
り剤を使用する等煩雑な作業驚伴う人件費及び養生費用
等を要するうえ資材の消耗も甚しい。また型枠取はずし
後の外壁も粗面で、必ず中塗及び仕上性のモルタル壁塗
作業を必要とする。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a conventional method for finishing the rough outer wall of a reinforced concrete building, in which plywood or iron plate formwork for concrete formwork is exclusively used, and in particular, the panel material can be used repeatedly about three times. In addition, labor costs and curing costs are required, as is the use of peeling agents when removing formwork such as iron plates, etc., and the consumption of materials is enormous. Furthermore, the outer wall after the formwork is removed has a rough surface and requires an intermediate coat and a finishing mortar wall coat.

本発明においては、在来のコンクIJ −ト外壁に匹敵
する石綿セメント板を型枠として使用することにより型
枠取はずしの作業を廃したうえ石綿スレート板外壁の仕
上げ壁又はタイル塗用粗面壁とする工法に関する。
In the present invention, by using asbestos cement board as a formwork, which is comparable to the conventional concrete IJ-Gt external wall, the work of removing the formwork is eliminated, and in addition, the finished wall of the asbestos slate board external wall or the rough surface wall with tile coating is used. Regarding construction methods.

第一図は本発明に使用された孔明き型フレキンプル板で
ある。11ノ肖111図(1)はフレキンプル板で+2
1は貫通孔で、第2図は外観図である。実験によると型
枠として使用する石綿板は、生コンクリート注入11.
7にその側圧に耐えるだめの剛性をル板を採用したが、
この板の欠点としてi着面が平滑であるため生コンクリ
ートとの親和イ/1ユが必ずしも良Ifでないので、そ
の接尤性を改良す賜り構成を行はしめた。この目的のた
め貫通孔の寸法、ピッチを適当に撰択することによシ、
この貫通孔より生コンクリートの洩出を最少限に押えな
がら、貫通孔に生コンクリートのモルタルが充Jjl凝
固されて接着剤足場が形成されることに成功した。
Figure 1 shows a perforated flexible plate used in the present invention. Figure 111 of 11 (1) is +2 on the flexible board.
1 is a through hole, and FIG. 2 is an external view. According to experiments, asbestos boards used as formwork can be used for pouring fresh concrete 11.
7, we adopted a plate with enough rigidity to withstand the lateral pressure, but
The disadvantage of this board is that the contact surface is smooth, so its compatibility with fresh concrete (I/1) is not necessarily good, so a structure was developed to improve its adherability. For this purpose, by appropriately selecting the dimensions and pitch of the through holes,
While minimizing the leakage of fresh concrete through the through hole, the through hole was filled with fresh concrete mortar and solidified to form an adhesive scaffold.

この接着剤足場の形成と同時に、生コンクリート中の空
気、水分がこの貫通孔(2)より適度に排出されて、豆
板の発生が防止される副作用効果も得られ、この石綿ス
レート板製枠に注入すリート壁の仕上少時間も短縮され
たうえ更にコンクリートの機械的強度も向上を招いた。
At the same time as this adhesive scaffold is formed, the air and moisture in the fresh concrete are properly discharged through the through holes (2), which has the side effect of preventing the formation of slabs. This not only shortened the time it took to finish the concrete wall, but also improved the mechanical strength of the concrete.

また本発明による型枠に生コンクリート注入後にその凝
固時間を見はからって、貫通孔より滲出したモルタルを
鏝でかき落し、壓枠板の表面を水洗すると、略コンクリ
ート仕上シ壁に匹敵する外壁が出来上り、これに合成樹
脂系塗料を塗装すると、外壁は仕上る。また貫通孔より
滲出したモルタルを循′帰せずに放置すると、壁表面は
111而に仕−1ニリタイル貼等に適した壁に仕上るも
ので、本発明による貫通孔を設けた効果は著大である。
Furthermore, after pouring fresh concrete into the formwork according to the present invention and observing the solidification time of the concrete, scraping off the mortar seeping out from the through holes with a trowel and washing the surface of the mold board with water, the finished surface of the concrete wall is comparable to that of concrete walls. Once the exterior wall is completed, a synthetic resin paint is applied to it to finish the exterior wall. Furthermore, if the mortar seeped through the through holes is left uncirculated, the wall surface will be finished as a wall suitable for pasting tiles, etc., and the effect of providing the through holes according to the present invention is significant. be.

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

第1図は不発明石ni1セメント板の断面図、第2図は
その外観図である。 以上
FIG. 1 is a cross-sectional view of the Fuinai Stone NI1 cement board, and FIG. 2 is an external view thereof. that's all

Claims (1)

【特許請求の範囲】[Claims] RC、SRC造建物の型わく工事において石綿スレート
板に適当なる口径の貫通孔を適当なる間隔に設け、この
石綿スレート板を型枠として、支持柱及び支持はり等で
、構造鉄筋とも連結し、この型枠の間に生コンクリート
を注入しコンクリート凝固後、石綿スレート板型枠を取
はずすことなく、これを外壁表面壁とする鉄筋コンクリ
ート建物における外壁仕上げ工法
In form work for RC and SRC buildings, through-holes of appropriate diameters are provided at appropriate intervals in asbestos slate boards, and the asbestos slate boards are used as formwork and connected to structural reinforcing bars with support columns and beams, etc. External wall finishing method for reinforced concrete buildings in which fresh concrete is poured between the formwork and after the concrete solidifies, the asbestos slate plate formwork is used as the external wall surface wall without removing it.
JP21326584A 1984-10-13 1984-10-13 Finishing of outer wall in reinforced concrete building Pending JPS6192244A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21326584A JPS6192244A (en) 1984-10-13 1984-10-13 Finishing of outer wall in reinforced concrete building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21326584A JPS6192244A (en) 1984-10-13 1984-10-13 Finishing of outer wall in reinforced concrete building

Publications (1)

Publication Number Publication Date
JPS6192244A true JPS6192244A (en) 1986-05-10

Family

ID=16636232

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21326584A Pending JPS6192244A (en) 1984-10-13 1984-10-13 Finishing of outer wall in reinforced concrete building

Country Status (1)

Country Link
JP (1) JPS6192244A (en)

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