JPS6366972B2 - - Google Patents
Info
- Publication number
- JPS6366972B2 JPS6366972B2 JP16008782A JP16008782A JPS6366972B2 JP S6366972 B2 JPS6366972 B2 JP S6366972B2 JP 16008782 A JP16008782 A JP 16008782A JP 16008782 A JP16008782 A JP 16008782A JP S6366972 B2 JPS6366972 B2 JP S6366972B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- precast concrete
- column
- beams
- precast
- 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.)
- Expired
Links
- 239000004567 concrete Substances 0.000 claims description 24
- 239000011178 precast concrete Substances 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 4
- 239000011810 insulating material Substances 0.000 description 4
- 229920006328 Styrofoam Polymers 0.000 description 1
- -1 etc. are carried out Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【発明の詳細な説明】
本発明は、プレキヤストコンクリート部材を多
く用いたコンクリート建築物の構築方法に関する
ものであつて、短い工期で能率良くコンクリート
建築物を構築することができる新規方法を提供す
ることを目的としている。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a concrete building using many precast concrete members, and provides a new method that can efficiently construct a concrete building in a short construction period. The purpose is to
そして、本発明方法の構成上の特徴は、鉄骨柱
にプレキヤストコンクリート梁の端部を固定し、
この状態でプレキヤストコンクリートスラブの架
設作業、床コンクリート及び柱コンクリートの配
筋作業等を行うとともに、前記プレキヤストコン
クリート梁にプレキヤストコンクリートカーテン
ウオールを取付け、最後に前記プレキヤストコン
クリートスラブ及びプレキヤストコンクリートカ
ーテンウオールを型枠に利用して、床コンクリー
トと共に柱コンクリートを打設する点にある。 The structural feature of the method of the present invention is that the end of the precast concrete beam is fixed to the steel column,
In this state, erection work of the precast concrete slab, reinforcing work for the floor concrete and column concrete, etc. are carried out, and a precast concrete curtain wall is installed on the precast concrete beam, and finally the precast concrete slab and the precast concrete The point is that the curtain wall is used as a formwork and the column concrete is poured together with the floor concrete.
以下、図面に基いて本発明を具体的に説明す
る。 Hereinafter, the present invention will be specifically explained based on the drawings.
なお、以下の説明ではプレキヤストコンクリー
トをPCと略称する。 In the following explanation, precast concrete will be abbreviated as PC.
図中、１は工事の初期に立設される鉄骨柱であ
つて、通常は十字柱が用いられるが、広巾Ｈ形鋼
柱やボツクス柱でもよい。 In the figure, reference numeral 1 denotes a steel column that is erected at the beginning of construction, and although a cross column is usually used, a wide H-shaped steel column or a box column may also be used.
鉄骨柱１にスパン方向及び桁方向のPC梁２，
３の端部を固定するが、本発明ではその後直ちに
PCスラブ４の架設作業等を開始するので、この
固定はこれら作業時の荷重に十分耐えるように堅
固になされることが必要である。 Steel column 1 with PC beams 2 in the span direction and girder direction,
3. However, in the present invention, immediately after that,
Since the work of constructing the PC slab 4 will begin, it is necessary that this fixation be made firmly enough to withstand the load during these works.
PCスラブ４を架設し、その上に床コンクリー
トの配筋を行うとともに、柱コンクリートの配筋
を行い、さらに柱コンクリートの型枠を組立て
る。そして、この段階でPC梁２，３にPCカーテ
ンウオール５を取付けるが、本発明ではこのPC
カーテンウオールを型枠として利用するので、柱
コンクリートの型枠は室内側のみでよい。 PC slab 4 is erected, floor concrete is reinforced on it, column concrete is reinforced, and formwork for the column concrete is assembled. At this stage, the PC curtain wall 5 is attached to the PC beams 2 and 3, but in the present invention, the PC curtain wall 5 is attached to the PC beams 2 and 3.
Since the curtain wall is used as formwork, the formwork for the concrete pillars only needs to be used on the indoor side.
PCカーテンウオール５の内側の床コンクリー
トと柱コンクリートに当る部分には発泡スチロー
ル等の絶縁材６を貼着し、また、PCカーテンウ
オール５の取付け部には図示のように絶縁材７を
配置し、この状態で床コンクリート８と共に柱コ
ンクリート９を打設する。そして、絶縁材７は埋
めころすが、絶縁材６は打設コンクリートが硬化
した後、除去する。 An insulating material 6 such as styrofoam is pasted to the inner part of the PC curtain wall 5 that corresponds to the floor concrete and column concrete, and an insulating material 7 is placed at the attachment part of the PC curtain wall 5 as shown in the figure. In this state, column concrete 9 is poured together with floor concrete 8. The insulating material 7 is then buried, but the insulating material 6 is removed after the poured concrete has hardened.
以上の説明から明らかなように、本発明によれ
ば、桁方向の梁のみならずスパン方向の梁にも
PC材を用いていること、これら梁の端部を鉄骨
柱に固定した段階でPCスラブの架設作業等を始
めていること、PCカーテンウオールを早めに梁
に取付け、PCスラブと共にこのPCカーテンウオ
ールを型枠に利用して床コンクリートと共に柱コ
ンクリートを打設していることの諸点により、コ
ンクリート建築物の工期を大巾に短縮することが
できるのみならず、強度的に優れたコンクリート
建築物が得られる等の利点がある。 As is clear from the above description, according to the present invention, not only beams in the girder direction but also beams in the span direction can be
PC materials are used, the construction of the PC slabs is started after the ends of these beams are fixed to the steel columns, the PC curtain walls are installed on the beams as soon as possible, and the PC curtain walls are installed together with the PC slabs. By using the formwork to cast column concrete together with floor concrete, not only can the construction period of concrete buildings be drastically shortened, but also concrete buildings with excellent strength can be obtained. There are advantages such as being able to
図面は本発明説明用の縦断面図である。
１……鉄骨柱、２……スパン方向のPC梁、３
……桁方向のPC梁、４……PCスラブ、５……
PCカーテンウオール。
The drawing is a longitudinal sectional view for explaining the present invention. 1... Steel column, 2... PC beam in the span direction, 3
...PC beam in girder direction, 4...PC slab, 5...
PC curtain wall.
Claims (1)
を固定し、この状態でプレキヤストコンクリート
スラブの架設作業、床コンクリート及び柱コンク
リートの配筋作業等を行うとともに、前記プレキ
ヤストコンクリート梁にプレキヤストコンクリー
トカーテンウオールを取付け、最後に前記プレキ
ヤストコンクリートスラブ及びプレキヤストコン
クリートカーテンウオールを型枠に利用して、床
コンクリートと共に柱コンクリートを打設するこ
とを特徴とするコンクリート建築物の構築方法。1. Fix the ends of the precast concrete beams to the steel columns, and in this state perform the erection work of the precast concrete slabs, the reinforcement work of the floor concrete and column concrete, etc., and also install the precast concrete curtains on the precast concrete beams. A method for constructing a concrete building, comprising: installing a wall, and finally using the precast concrete slab and precast concrete curtain wall as a formwork to cast column concrete together with floor concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16008782A JPS5948540A (en) | 1982-09-14 | 1982-09-14 | Construction of concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16008782A JPS5948540A (en) | 1982-09-14 | 1982-09-14 | Construction of concrete building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5948540A JPS5948540A (en) | 1984-03-19 |
| JPS6366972B2 true JPS6366972B2 (en) | 1988-12-22 |
Family
ID=15707577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16008782A Granted JPS5948540A (en) | 1982-09-14 | 1982-09-14 | Construction of concrete building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5948540A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6341038A (en) * | 1986-08-06 | 1988-02-22 | Hitachi Electronics Eng Co Ltd | Inspection device for foreign matter of wafer |
-
1982
- 1982-09-14 JP JP16008782A patent/JPS5948540A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5948540A (en) | 1984-03-19 |
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