JPS6198836A - Construction of structure - Google Patents
Construction of structureInfo
- Publication number
- JPS6198836A JPS6198836A JP21738884A JP21738884A JPS6198836A JP S6198836 A JPS6198836 A JP S6198836A JP 21738884 A JP21738884 A JP 21738884A JP 21738884 A JP21738884 A JP 21738884A JP S6198836 A JPS6198836 A JP S6198836A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- alc
- columns
- girders
- present
- 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
Links
Landscapes
- 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】
（産業上の利用分野）
本発明に鉄筋コンクリート、鉄骨鉄筋コンクリート構造
物の躯体の構築工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a construction method for a frame of a reinforced concrete or steel-framed reinforced concrete structure.
（従来の技術）及び（発明が解決しようとする問題点）
従来の構造物の構築においては、ＡＬＣ板は躯体コンタ
リート打設後、その外側に取付けられ、従ってＡＬＣ板
取付けのため外部足場が必要となり、工数が増大し、工
期が延引するという問題点があった。(Prior art) and (Problem to be solved by the invention)
In the construction of conventional structures, ALC plates are attached to the outside of the concrete structure after pouring the concrete. Therefore, external scaffolding is required to attach the ALC plates, which increases the number of man-hours and prolongs the construction period. Ta.
（問題点全解決するための手段）
本発明はこのような問題点全解決する丸めに提案さｔ″
Ｌ７ｔもので、柱、大梁における鉄骨建方、鉄筋組立完
了後、柱、大梁の外側にＡＬＣ板全板付取付とともに、
柱、大梁の内部型枠を組立て、次いで前記ＡＬＣ板を外
部型枠として前記内部型枠との間にコンクリートを打設
することを特徴とする構造物の構築方法に係るものであ
る。(Means for solving all the problems) The present invention is proposed for rounding to solve all the problems.
After completing the construction of the steel frame and reinforcing bars for the columns and girders, we installed all ALC plates on the outside of the columns and girders.
The present invention relates to a method for constructing a structure, which comprises assembling internal formwork for columns and girders, and then pouring concrete between the internal formwork and the ALC board using the ALC board as an external formwork.
（作用）及び（発明の効果）
本発明においてに前記したように、ＡＬＣ板を外部型枠
て利用し、柱、大梁の鉄骨建方、鉄筋組立完了後、柱、
大梁の外側に前記ＡＬＣ板全板付取付、同ＡＬＣ板と対
設さｆ′した柱、大梁の内部型枠との間にコンタリート
全打設し、ＡＬＣ板と一体化するようにしたので、躯体
コンクリート打設後、ＡＬＣ板全板付取付前記従来の工
法に比較して工期が短縮され、外部足場が不要となり鳶
職の作業量が軽減さｎ、また型枠血清が減少して大工の
作業量が縮減される等、本発明は多くの利点を肩するも
のである。(Operations) and (Effects of the Invention) As described above in the present invention, the ALC board is used as an external formwork, and after the steel frame erection of columns and girders and the reinforcing bar assembly are completed, the columns,
The ALC board was fully installed on the outside of the girder, and the entire contour was cast between the pillar f' that was installed opposite the ALC board, and the internal formwork of the girder, so that it was integrated with the ALC board. After pouring concrete, all ALC plates are attached.The construction period is shortened compared to the conventional construction method mentioned above, and there is no need for external scaffolding, reducing the amount of work for the steeplejack.In addition, the amount of work required for the carpenter is reduced due to the reduction in formwork. The present invention enjoys many advantages, including reduced costs.
（実施ｆａｌｌ ） 以下本発明全図示の実施例について説明する。(Implementation fall) Embodiments of the present invention, fully illustrated, will be described below.
ＲＣまｉばＳＲＣ全の柱（Ａ）、大梁（Ｂ）における鉄
骨建方、鉄筋組立完了後外側にＡＬＣ板（１）全取付け
、しかるのち前記柱（Ａｌ、大梁ＣＢ＋の内部型枠１２
＋（２’）ｔ−組立てる。（第１図乃至第３図参照）
図中＋Ｃ＋はサツ７部である。After completing the erection of the steel frames and reinforcing bars for all the columns (A) and girders (B) of RC, SRC, all the ALC plates (1) were installed on the outside, and then the internal formwork 12 of the columns (Al, girder CB+) was completed.
+(2')t-Assemble. (See Figures 1 to 3) +C+ in the figure is 7 parts.
第４図は柱側のＡＬＣ板取付部を示し、（３）は外型枠
兼用ＡＬＣ板（１）の外側に配役さｎ＊端太材で、ＡＬ
Ｃ板（１）の貫通孔（１α）、端太材（３）、リプ座金
（４）を貫通する型枠締付環（５）の先端にジヨイント
ナツト＋６１ を介してセパレータ（力が接続さｎ、同
セパレータ（７）が内部型枠（２）の型枠締付環に接続
されるようになっている。図中ｆ８１（９１は型枠締付
環（５）の緊締用ワッシャ及びナツト、α（ｌｌは型枠
緊締枠（５）先端のワッシャである。Figure 4 shows the ALC board attachment part on the column side, and (3) is an n* thick piece of lumber placed outside of the ALC board (1) that also serves as the outer formwork.
The separator (force is connected to the tip of the formwork clamping ring (5) that passes through the through hole (1α) of the C plate (1), the thick material (3), and the lip washer (4) via the joint nut +61 , the separator (7) is connected to the formwork tightening ring of the internal formwork (2).In the figure, f81 (91 is the tightening washer and nut of the formwork tightening ring (5) α(ll is a washer at the tip of the formwork tightening frame (5).
なおＡＬＣ板（１）によって層間変位が吸収さ几ないの
で、ＡＬＣ板（１）の内側には躯体部に対する構造的ｆ
！縁材としての発泡樹脂板ｆｉｌｌが重層さｎている。In addition, since interlayer displacement is not absorbed by the ALC board (1), there is a structural f on the inside of the ALC board (1).
! There are multiple layers of foamed resin board fill as edge material.
また第５図は梁側のＡＬＣ板取付部を示し、第４図にお
ける端太材の代りにアルミニウム製ビームＯｚが使用さ
れている。図中第４図と均等部分には同一符号が附され
ている。Further, FIG. 5 shows the ALC plate attachment part on the beam side, and an aluminum beam Oz is used instead of the end piece material in FIG. 4. In the figure, parts equivalent to those in FIG. 4 are given the same reference numerals.
前記したように柱（Ａｔ、大梁＋８１部の外側に外部型
枠としてのＡＬＣ板、内側に内部型枠ｉ２＋（２’）を
夫々組立て次のち、両者（１１、＋２１（２勺間に躯体
コンクリート金打設し、同打設コンクリートとＡＬＣｆ
ｆ１（１１とを一体化するものである。As mentioned above, assemble the ALC board as an external formwork on the outside of the column (At, girder +81), and the internal formwork i2+ (2') on the inside, and then install the frame concrete between both parts (11, +21 (2')). Gold pouring and ALCf with the same pouring concrete
f1 (11).
なお第５図にＡＬＣ板（ＩＪｋ鉄筋コンクリート耐震壁
ｔＤ）の外部型枠として利用し文場合を示し、図中前記
実施例と均等部分には同一符号が附さ几ている。In addition, FIG. 5 shows a case in which the ALC board is used as an external formwork for an IJk reinforced concrete shear wall tD, and in the figure, parts equivalent to those of the above embodiment are given the same reference numerals.
以上本発明を実施９＋１について説明し九が、本発明は
勿論このような実施例にだけ局限さｎるものではなく、
本発明の精神を逸脱しない範囲内で種々の設計の改ｙｔ
−施しうるものである。The present invention has been described above with respect to the embodiment 9+1, but the present invention is of course not limited to such an embodiment.
Various design modifications may be made without departing from the spirit of the present invention.
-It is something that can be done.
＠１図は本発明に係る構造物の構築方法の一実施例の実
施状況金示す縦断側面図、第２図はその正面図、第３図
はその横断平面図、第４図及び第５図に夫々柱側並に梁
側におけるＡＬＣ板取付状態を示す縦断面図、第６図は
本発明の他の実施例の実施状況を示す縦断側面図である
。
ｆＡｌ・・・柱、ＦＢ＋・・・大梁、（１）・・・ＡＬ
Ｃ版、＋２１ （２’ ）・・・内部型枠。
代理人 弁理士 岡 本 重 文
外３名
第４閏
第５Ｖ@ Figure 1 is a vertical side view showing the implementation status of one embodiment of the method for constructing a structure according to the present invention, Figure 2 is its front view, Figure 3 is its cross-sectional plan view, and Figures 4 and 5. FIG. 6 is a vertical cross-sectional view showing how the ALC plate is attached on the column side and the beam side, respectively, and FIG. 6 is a vertical cross-sectional side view showing the implementation status of another embodiment of the present invention. fAl...Column, FB+...Girder, (1)...AL
C version, +21 (2')...internal formwork. Agent: Patent attorney: Shige Okamoto, 3 persons, 4th leap, 5th V
Claims (1)
の外側にＡＬＣ板を取付けるとともに、柱、大梁の内部
型枠を組立て、次いで前記ＡＬＣ板を外部型枠として前
記内部型枠との間にコンクリートを打設することを特徴
とする構造物の構築方法。After completing the erection of steel frames and reinforcing bars for columns and girders, attach ALC plates to the outside of the columns and girders, assemble the internal formwork for the columns and girders, and then use the ALC plates as external formwork to connect them to the internal formwork. A method of constructing a structure characterized by pouring concrete between them.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21738884A JPS6198836A (en) | 1984-10-18 | 1984-10-18 | Construction of structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21738884A JPS6198836A (en) | 1984-10-18 | 1984-10-18 | Construction of structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6198836A true JPS6198836A (en) | 1986-05-17 |
Family
ID=16703391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21738884A Pending JPS6198836A (en) | 1984-10-18 | 1984-10-18 | Construction of structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6198836A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS529055A (en) * | 1975-07-10 | 1977-01-24 | Osaka Soda Co Ltd | A process for cross-linking chlorinated polyethylene |
-
1984
- 1984-10-18 JP JP21738884A patent/JPS6198836A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS529055A (en) * | 1975-07-10 | 1977-01-24 | Osaka Soda Co Ltd | A process for cross-linking chlorinated polyethylene |
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