JPS62178634A - Framework construction method of structure - Google Patents
Framework construction method of structureInfo
- Publication number
- JPS62178634A JPS62178634A JP2021686A JP2021686A JPS62178634A JP S62178634 A JPS62178634 A JP S62178634A JP 2021686 A JP2021686 A JP 2021686A JP 2021686 A JP2021686 A JP 2021686A JP S62178634 A JPS62178634 A JP S62178634A
- Authority
- JP
- Japan
- Prior art keywords
- column
- steel
- columns
- construction method
- concrete
- 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
- 238000010276 construction Methods 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000011150 reinforced concrete Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 8
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (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）
本発明は鉄筋コンクリート造の柱と鉄骨梁とよシ構成さ
れた構造物の軸組工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a frame construction method for a structure composed of reinforced concrete columns and steel beams.
（従来の技術）
従来この種の工法においては、先祖した柱の鉄筋に鉄骨
梁と一体になったコア部分を接合した部材の現場におけ
る建方後、柱まわりのコンクリートを現場で打設してい
る。(Conventional technology) Conventionally, in this type of construction method, after a member is erected on site by joining the core part integrated with the steel beam to the reinforcing bars of the original column, concrete around the column is poured on site. There is.
（発明が解決しようとする問題点〕
前記従来の工法においては、建方時点で柱の鉄筋が露出
した状態にあるため、自立のために種々の補強、工夫が
必要となシ、このため梁鉄骨と柱鉄筋との接合部が複雑
となり、更に柱のコンクリートを現場で打設するために
作業態率が悪い等の問題点があった。(Problems to be solved by the invention) In the conventional construction method mentioned above, the reinforcing bars of the columns are exposed at the time of construction, so various reinforcements and measures are required to make them self-supporting. The joints between the steel frame and column reinforcing bars were complicated, and the concrete for the columns was cast on site, which led to problems such as poor work efficiency.
（問題点を解決するための手段）
本発明はこのような問題点を解決するために提案された
もので、所要長の鉄骨材を柱を横貫するようにセットし
たのち、柱鉄筋を組付けて柱コンクリートを打設してな
る側面に鉄骨材の突設されたプレキャスト鉄筋コンクリ
ート柱を現場に搬入して建方を行なったのち、同柱の側
面より突出した前記鉄骨材に鉄骨梁を接合することを特
徴とする構造物の軸組工法に係るものである。(Means for Solving the Problems) The present invention was proposed in order to solve these problems.After setting steel frames of a required length so as to pass through the columns, the column reinforcing bars are assembled. A precast reinforced concrete column with steel beams protruding from the side of the column is poured into column concrete, and is carried to the site and erected. After that, a steel beam is connected to the steel beam that protrudes from the side of the column. This relates to a frame construction method for structures characterized by the following.
（作用）
本発明は予め工場等において所要長の鉄骨材を柱を横貫
するようにセットしたのち、柱鉄筋を組付けて柱コンク
リートを打設することによって、側面に鉄骨材が突出し
たプレキャスト鉄筋コンクリート柱を製作し、同柱を現
場に搬入して建方を行ない、前記柱の側面に突出した鉄
骨材を利用して同鉄骨材に鉄骨梁全接合して軸組を架ね
するものである。(Function) The present invention is made by setting steel frames of a required length in advance in a factory or the like so as to pass through the columns, and then assembling column reinforcing bars and pouring column concrete. Columns are manufactured, the columns are transported to the site and erected, and the steel beams are all connected to the steel beams using the steel beams protruding from the sides of the columns to build a frame. .
（発明の効果）
本発明においては前記したように鉄骨材が側面より突設
されたプレキャスト鉄筋コンクリート柱を予め工場等で
製作し、これを現場に搬入して建方を行なうようにした
ので、プレキャスト鉄筋コンクリ〜ト柱と同様に建方が
行なわれる。また前記柱の側面に突出された鉄骨材を利
用して鉄骨梁を接合するようにしたので、柱梁の接合が
鉄骨構造の場合と同様に行なわれ、前記従来の工法にお
けるように柱梁接合部のコンクリート打設が不要となり
、現場における柱コンクリートの打設が不要となること
と相俟って、施工能率が向上されるものである。(Effects of the Invention) In the present invention, as described above, precast reinforced concrete columns with steel frames protruding from the sides are manufactured in advance in a factory, etc., and then transported to the site and erected. Erection is carried out in the same way as reinforced concrete columns. In addition, since the steel beams are connected using the steel beams protruding from the sides of the columns, the connection between the columns and beams is performed in the same way as in the case of a steel structure, and the connection between the columns and beams is performed in the same way as in the conventional construction method. This eliminates the need to place concrete for the pillars, and eliminates the need to place concrete for the pillars on site, improving construction efficiency.
（実施例） 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
所要長の鉄骨拐ｔｌｌ’、ｒ柱を横貫するようにセット
したのち、柱鉄筋（２）を組上げ、工場で柱コンクリ−
ト（３）を打設して前記鉄骨材（１）が側面よシ突設さ
れたプレキャスト鉄筋コンクリート柱ｆＡｌ ｋ 製作
する。After setting the steel beams of the required length so that they pass through the columns, the column reinforcing bars (2) are assembled, and the column concrete is installed at the factory.
(3) to produce a precast reinforced concrete column fAl k with the steel frame (1) protruding from the side.
図中（４）は柱鉄筋継手である。(4) in the figure is a column reinforcing joint.
而して前記プレキャスト鉄筋コンクリート柱（Ａ）を現
場に搬入して基礎（Ｂ）上に建方を行なったのち、同柱
（Ａ）の側面に突設された鉄骨材（１）に鉄骨梁（Ｇ）
＝、ｒ接合し、しかるのち床版コンクＩＪ−ト（Ｄｌ
’を打設する。After the precast reinforced concrete column (A) is delivered to the site and erected on the foundation (B), a steel beam ( G)
=, r joined, and then the floor slab concrete IJ-t (Dl
' to be poured.
図中（５）は鉄骨梁ｆＣ１上に植立されたスタッド、ま
た（Ａ′）は上部のプレキャスト鉄筋コンクリート柱で
、柱鉄筋継手（４）を介して、上下両プレキャスト鉄筋
コンクリート柱（Ａ） （Ａつの柱鉄筋（２）が接合さ
れるようになっている。In the figure, (5) is the stud planted on the steel beam fC1, and (A') is the upper precast reinforced concrete column. Two column reinforcing bars (2) are to be joined.
その他（６）及び（７）は夫々鉄骨材（１）と鉄骨梁（
Ｃ）との接合板、並に接合用ハイテンションボルトであ
る。Others (6) and (7) are steel frame material (1) and steel beam (
It is a joining plate with C) and a high tension bolt for joining.
前記実施例に示す方法によれば、柱側面に鉄骨材（１）
が突設されたプレキャスト鉄筋コンクリート柱（Ａ）を
予め製作し、これを現場に搬入してプレキャスト鉄骨鉄
筋コンクリート柱と同様の建方を行ない、前記鉄骨材（
１）を利用して鉄骨構造の場合と同様にして鉄骨梁（Ｃ
）を前記柱（Ａｌに接合することによって、柱梁接合部
のコンクリート打設を不要ならしめることと相俟って、
施工能率を大幅に改善しうるものである。According to the method shown in the above embodiment, the steel frame material (1) is attached to the side surface of the column.
A precast reinforced concrete column (A) with a protruding structure is manufactured in advance, and this is carried to the site and erected in the same manner as a precast steel reinforced concrete column.
Using 1), create a steel beam (C
) to the column (Al), it eliminates the need for concrete pouring at the column-beam joint, and
This can significantly improve construction efficiency.
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. .
第１図は本発明に係る構造物の軸組工法の一実施例の実
施状況を示す正面図、第２図はプレキャスト鉄筋コンク
リート柱の斜面図である。
（Ａ）・・・プレキャスト鉄筋コンクリート柱、（Ｃ）
・・・鉄骨梁、 （１１・・・鉄骨材、 （２〕・・・
柱鉄筋、（３）・・・柱コンクリート
代理人 弁理士 岡 本 重 文
外２名FIG. 1 is a front view showing the implementation status of one embodiment of the frame construction method for a structure according to the present invention, and FIG. 2 is a slope view of a precast reinforced concrete column. (A)...Precast reinforced concrete column, (C)
...Steel beam, (11...Steel frame material, (2)...
Column reinforcement, (3)...Column concrete agent Patent attorney Shige Okamoto 2 other people
Claims (1)
柱鉄筋を組付けて柱コンクリートを打設してなる側面に
鉄骨材の突設されたプレキャスト鉄筋コンクリート柱を
現場に搬入して建方を行なったのち、同柱の側面より突
出した前記鉄骨材に鉄骨梁を接合することを特徴とする
構造物の軸組工法。After setting the required length of steel beams to pass through the columns,
After assembling column reinforcement and pouring column concrete, a precast reinforced concrete column with steel beams protruding from the side surface is delivered to the site and erected. A frame construction method for structures characterized by joining steel beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2021686A JPS62178634A (en) | 1986-02-03 | 1986-02-03 | Framework construction method of structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2021686A JPS62178634A (en) | 1986-02-03 | 1986-02-03 | Framework construction method of structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS62178634A true JPS62178634A (en) | 1987-08-05 |
Family
ID=12020966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2021686A Pending JPS62178634A (en) | 1986-02-03 | 1986-02-03 | Framework construction method of structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62178634A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63151750A (en) * | 1986-12-11 | 1988-06-24 | 戸田建設株式会社 | High strength concrete having beam reinforcing bar at upper end part thereof |
| JPH0339535A (en) * | 1989-07-04 | 1991-02-20 | Kajima Corp | Construction method of frame |
| JPH03235837A (en) * | 1990-02-13 | 1991-10-21 | Shimizu Corp | Method of construction for pillar and beam |
| JPH08144425A (en) * | 1994-11-18 | 1996-06-04 | Ohbayashi Corp | Prefabricated member of mixed structure and construction method of mixed structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59233049A (en) * | 1983-06-15 | 1984-12-27 | 清水建設株式会社 | Multilayered enclosure type building |
-
1986
- 1986-02-03 JP JP2021686A patent/JPS62178634A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59233049A (en) * | 1983-06-15 | 1984-12-27 | 清水建設株式会社 | Multilayered enclosure type building |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63151750A (en) * | 1986-12-11 | 1988-06-24 | 戸田建設株式会社 | High strength concrete having beam reinforcing bar at upper end part thereof |
| JPH0339535A (en) * | 1989-07-04 | 1991-02-20 | Kajima Corp | Construction method of frame |
| JPH03235837A (en) * | 1990-02-13 | 1991-10-21 | Shimizu Corp | Method of construction for pillar and beam |
| JPH08144425A (en) * | 1994-11-18 | 1996-06-04 | Ohbayashi Corp | Prefabricated member of mixed structure and construction method of mixed structure |
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