JPS5948540A - Construction of concrete building - Google Patents
Construction of concrete buildingInfo
- Publication number
- JPS5948540A JPS5948540A JP16008782A JP16008782A JPS5948540A JP S5948540 A JPS5948540 A JP S5948540A JP 16008782 A JP16008782 A JP 16008782A JP 16008782 A JP16008782 A JP 16008782A JP S5948540 A JPS5948540 A JP S5948540A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- precast
- slab
- construction
- floor
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- 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】
４・発註Ｈ ｝ｊ 、ゾ１／ギャストコンクリート部利
を多く月Ｊい／２ ７ｔンクリー ト９１（祭物の構築
力法に関するイ・のてあて）イ、短い工期で能率［′Ｊ
〈コンクリ−ｌ・ＩＢ ３ｆ’＋物所措築１るξとがで
きるや［親方法をＪｊ？ｊ供する？とを目的／−（てい
る。[Detailed description of the invention] 4. Notes H }j, Zo 1/Gast Concrete Parts Benefits Monthly J/2 7t concrete 91 (I/notes regarding the method of constructing ritual objects) I, Efficiency ['J
<Concrete l/IB 3f' + material construction 1ru ξ is completed [Parent method Jj? Do you want to serve it? The purpose is /-(is.
そして、本発明方法（７） ｔｉ７ｉ Ｉノ′；− Ｊ
：＋７） ’ｌ’４■９は、ｅ：’Ｉ．： ｆｉ ＋１
にプレキャストコンクリート梁の端部を固定｛、この状
態てプレキャ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％ｊを行うと
ともに、前記プレキャストコンクリート梁ＶＣプレキャ
ストコンクリートカーデンウオールを取イ・１リ、最後
に前記プレキャス１・コンクリートスラブ及びプレキャ
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Ｈ′３する点
にある。And, the method of the present invention (7) ti7i Iノ';-J
:+7) 'l'4■9 is e:'I. : fi +1
Fix the end of the precast concrete beam to {, in this state, perform the erection work of the precast concrete slab, the reinforcement work of the floor concrete and column concrete, and remove the precast concrete beam VC precast concrete carden wall. Finally, using the precast 1 concrete slab and precast concrete curtain wall as formwork,
It is at the point H'3 where column concrete is poured together with 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、以下の説明ではブｌ／キャストコンクリー１、を
ｌ″Ｃと略称する。In the following description, the blank/cast concrete 1 will be abbreviated as l″C.
図中、■は工小の初期に立設される鉄骨材であって、）
１『ｊ常ｔｒＪ．−Ｖｔ柱が用いられるが、広ｒｌＪＨ
形鋼柱やボックス柱でもよい。In the figure, ■ is the steel frame material that will be erected at the initial stage of the construction site.)
1 ``j trJ. -Vt pillars are used, but wide rlJH
Shaped steel columns or box columns may also be used.
鉄骨柱１にスパン方向及び桁方向のＰＣＣ２０３の端部
を同定するが、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Ｑ；１−こｔｌら
作業時の荷重（に十分耐乏ーるように堅固に斤されるこ
とが必９２である。The ends of the PCC 203 in the span direction and the girder direction are identified on the steel column 1, but in the present invention, the erection work of the PC slab 4 is started immediately thereafter, so the load during this work ( It is necessary to be firmly supported so that it is sufficiently resistant to poverty.
Ｐ Ｃスラブ４を架設し、その上に床コンクリートの配
置Ｙ１＋ ’に？」う。１−ともに、杆：１７クリート
の配筋４１Ｊい、さらに柱コンクリー川・の型枠を組立
てる。Erect PC slab 4 and place concrete floor on it Y1+'? "cormorant. 1-Include 17 cleat bars and 41J bars, and assemble the formwork for the concrete columns.
そ１．−、 ”’７．、この段階−１−１’ｃ均’−２
，３に１” Ｃカーデンウメール５をＪＩＭ １月＆Ｊ
るか、ント発明でｔＪ、このｌ） Ｃプノーテンウメー
ルを型枠とじ１第１１用するので、＋１コンクリートの
型枠＆Ｊ、 ５ｉ＜内１川のみでよい。Part 1. -, ``'7., This stage-1-1'c average'-2
, 3 to 1” JIM January & J
tJ, this l) Since C Pnotten Umer is used for formwork binding 1 and 11, only +1 concrete formwork &J, 5i<1 river is required.
ＰＣカーデンウオール５の内側の床コンクリートと社コ
ンクリートに当る部分に一発泡りグーロール等の絶Ｒ利
６を貼着し、件だ、ＰＣカーテンウオール５の取（＝Ｊ
け部には図示のように絶縁４’（’ ７を配置６シ、こ
の状態で床コンクリ−１・８と共シ（−柱コンクリート
９を杓設−１る。−了して、絶縁相７は坤めころすが、
絶縁４ｉＪ６は４−］設コンクリートが６ψ化し／Ｃμ
、除去する。Attach ZokuRuri 6 such as one-foam gourol to the inner part of the PC curtain wall 5 that corresponds to the floor concrete and the company concrete, and then remove the PC curtain wall 5 (=J
Insulation 4'(' 7) is placed on the wall as shown in the figure, and in this state, the floor concrete 1 and 8 are placed together with the column concrete 9 (1). 7 is konmekorosu, but
Insulation 4iJ6 is 4-] The concrete is 6ψ/Cμ
,Remove.
戸、十の詐明から明らかなように、本発明によｉｌば、
桁方向の梁のみならずスパン方向の梁にも１０月を用い
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ｆ；Ｊす、ＰＣスラブと共に
このＰＣカーデンウメールを型枠に利用して床コンクリ
ートと共に十ト７ンクリ−１・を杓設し２ていることの
諸点に上り、コンクリート建築物の工期を大巾に短縮す
るとノができるのみならず、強度的に優れたコンクＩＪ
−１−建築物がイＳノられる等の利点がある。As is clear from the above deceptions, according to the present invention,
October is used not only for the beams in the girder direction but also for the beams in the span direction, the erection of PC slabs, etc. begins at the stage when the ends of these beams are fixed to the steel columns, and the PC curtain wall is installed earlier. In addition, the PC slab and the PC slab were used as a formwork, and 7 concrete slabs were installed along with the floor concrete. Not only is it possible to dramatically shorten the construction period, but also it is possible to create concrete IJ with excellent strength.
-1- There are advantages such as being able to protect buildings.
図７ｔ１１は本発明説明用の＃：断面図である。
】・・鉄骨柱、２・・・スパン方向のＰＣ梁、３・・桁
方向のＰＣｉｌ、ｌ ・Ｐ Ｃスラブ、５・・・ＰＣ
カーデンウオール、・・FIG. 7t11 is a cross-sectional view for explaining the present invention. ]... Steel column, 2... PC beam in the span direction, 3... PCil in the girder direction, l ・PC slab, 5... PC
Carden wall...
Claims (1)
仁の状態でブレギー＼・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、前記プレキャストコンクリ−１−雫に
プレキャストカーテンウオールを取イτｊけ、最後ｒ（
−前ａ１′、プレキャストコンクリートスラブ及びプレ
キャスト１ンクリートカーテンウメールを型枠に利用Ｌ
７て、床フンクリ−１・と共１７（］柱コンクリートを
ｈ設することをｌｉ、＋７徴とするボンクリ−１・ｌ１
ｌｌ 祭物の＋１°・Ｉ筆力法。Fixing the ends of precast concrete beams to steel columns,
At the same time, we carried out the construction work of the concrete slab, the reinforcement work for the floor concrete and column concrete, etc., and also installed the precast curtain wall on the precast concrete 1-drop.
- Front a1', precast concrete slab and precast 1 concrete curtain wall used as formwork L
7, together with the floor structure 1 and 17 (), the installation of column concrete is li, +7 character is the structure 1 and l1.
ll +1° of sacrificial objects・I writing method.
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 true JPS5948540A (en) | 1984-03-19 |
| JPS6366972B2 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) |
Cited By (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
Cited By (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6366972B2 (en) | 1988-12-22 |
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