JPS60238553A - Flat slab structure - Google Patents
Flat slab structureInfo
- Publication number
- JPS60238553A JPS60238553A JP9424984A JP9424984A JPS60238553A JP S60238553 A JPS60238553 A JP S60238553A JP 9424984 A JP9424984 A JP 9424984A JP 9424984 A JP9424984 A JP 9424984A JP S60238553 A JPS60238553 A JP S60238553A
- Authority
- JP
- Japan
- Prior art keywords
- capital
- flat slab
- slab
- column
- steel plate
- 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
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）
この発明は、フラノトスラフ構造あるいはアンポンｌ−
フラノトスラフ構ｊ省のキャピタルｒｊｌＩ分に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention is directed to
It concerns the capital of the Ministry of Infrastructure of Furanotoslav.
（発明の解決しようとする問題点）
フラットスラブ構造において柱とフラットスラブの接合
部には補強と力の伝達を円滑にするためキャピタルを設
けることかある。そして従来のキャピタルはフラットス
ラブと同様に鉄筋コンクリートによって構成するため型
枠工事、配筋工事の手間か増加する。(Problems to be Solved by the Invention) In a flat slab structure, a capital may be provided at the joint between a column and a flat slab to facilitate reinforcement and force transmission. And because conventional capitals are constructed of reinforced concrete like flat slabs, the time and effort required for formwork and reinforcement work increases.
この発明は前記事情に鑑の開発したもので鋼板をもって
キャビクルとなし、特に柱か鉄骨造である場合に適した
構造を提イバずべくしたものである。This invention has been developed in view of the above circumstances, and is intended to provide a structure in which the cavity is made of steel plates and is particularly suitable for columns or steel structures.
（発明の構成とその実施例）
この発明の要旨とする構成は、特許請求の範囲の欄に記
載の通りであり、その主要部とするところは柱とフラン
１−スラフの接合部に設けるキャピタルを鋼板によって
構成するところにある。(Structure of the invention and its embodiments) The gist of the invention is as described in the scope of claims, and the main part is the capital provided at the joint between the column and the flange 1 and the slough. is made of steel plate.
以下その詳細を図示した実施例によって説明する。図に
おいて１は柱、２はフラットスラブ、３はキャビクルを
示す。The details will be explained below with reference to illustrated embodiments. In the figure, 1 is a column, 2 is a flat slab, and 3 is a cavity.
柱１は角鋼管、形鋼の組立てによる比較的断面の細い柱
か好ましいが、鉄骨鉄筋コンクリ−１−構造、鉄筋コン
クリート構造でもよい。The column 1 is preferably a column with a relatively narrow cross section made of square steel pipes or shaped steel, but it may also have a steel-framed reinforced concrete structure or a reinforced concrete structure.
フラットスラブ２は鉄筋コンクリート構造で、場合によ
り、その内部にアンホントＰＣ鋼線４を埋設する。キャ
ピタル３ば略−辺カ月、５〜２．５ｍで厚さか、０．５
〜２０龍程度であり、その中央部を柱１が貫通した状態
として、キャピタル３と柱１とは溶接等により固着する
。そしてこのキャピタル３の底面はフラットスラブ２の
底面と同一高さにあるようにする。第４図はキャビクル
３を箱形とした場合であり、このキャピタル３内にはコ
ンクリートが充填され、その部分のフラットスラブ２の
厚さを大きくした場合を示す。第５図乃至第８図はキャ
ピタル部分の補強手段を示したものである。そして第５
図、第６図はキャピタル３を構成する鋼板上に多数のス
タッド５を溶接して突設し、そのスタット５間は鉄筋６
て、格子状に連結したものである。The flat slab 2 has a reinforced concrete structure, and depending on the case, an unhond PC steel wire 4 is buried therein. Capital 3 - side length, 5 to 2.5 m and thickness, 0.5
The capital 3 and the pillar 1 are fixed together by welding or the like, with the pillar 1 passing through the center. The bottom surface of this capital 3 is made to be at the same height as the bottom surface of the flat slab 2. FIG. 4 shows a case in which the cavity 3 is box-shaped, the capital 3 is filled with concrete, and the thickness of the flat slab 2 in that portion is increased. Figures 5 to 8 show reinforcing means for the capital portion. and the fifth
Figure 6 shows a large number of studs 5 welded and protruding on the steel plate constituting the capital 3, and reinforcing bars 6 between the studs 5.
They are connected in a grid pattern.
第７図、第８図はスターランプ筋７を格子状に配筋し、
その下部を溶接等に固着したものであり、これらスタッ
ド５あるいスターラップ筋７はキャピタル３とフラット
スラブ２とを一体化して補強するアンカー筋として作用
する。In Figures 7 and 8, star lamp reinforcements 7 are arranged in a grid pattern,
The lower part is fixed by welding or the like, and these studs 5 or stirrup reinforcements 7 act as anchor reinforcements that integrate and reinforce the capital 3 and the flat slab 2.
なお施工に際しては柱１，１間に仮設梁８を架渡し、仮
設梁８上に仮設製材９を配し、その」二にキャビクル３
，３間を連らねるように型枠１０を配し、その−ヒに配
筋し、コンクリートを打設してフラノトスラフ２を完成
する。During construction, a temporary beam 8 is placed between the pillars 1 and 1, temporary lumber 9 is arranged on the temporary beam 8, and a cab 3 is installed on the second side of the temporary sawn timber 9.
, 3 are arranged in a row, reinforcing is placed between - and 3, and concrete is poured to complete the flanot slab 2.
（発明の効果）
この発明は以上の構成からなり、キャピタルを鋼板製と
することにより、構造が単純となり、配筋工事、型枠工
事か単純化、省略化される。(Effects of the Invention) The present invention has the above configuration, and by making the capital made of steel plate, the structure is simple, and reinforcement work and formwork work are simplified and omitted.
しかも必要により従来のキャピタルのようにその部分を
厚肉とする必要がなく、全体として同厚のフラットスラ
ブとすることができる。その際キャピタルとなる鋼板に
アンカー筋を突設しておくことにより、キャピタルとし
ての機能をより確実とすることができる。Moreover, if necessary, there is no need to make that part thick like in conventional capitals, and the entire slab can be made into a flat slab with the same thickness. In this case, by providing anchor reinforcements protruding from the steel plate serving as the capital, the function as the capital can be made more reliable.
なおこの構造は柱を細い断面の鉄骨構造とすることが容
易であり、それによってスペースの有効利用が計れる。Furthermore, in this structure, it is easy to make the pillars a steel structure with a narrow cross section, which allows for effective use of space.
第１図、第２図はこの発明の縦断面図と配置状態の概要
を示した平面図、第３図、第４図は要部の詳細を示した
縦断面図、第５図、第６図および第７図、第８図は他の
実施例の縦断面図と平面図、第９図は施工過程の概要を
示した縦断面図である。
１・・・・・・柱、２・・・・・・フラットスラブ、３
・・・・・キャビクル、４・・・・・・アンホントＰ（
ＪＩ線、５・・・・スタッド、６・・・・・・鉄筋、７
・スターラップ筋、８・・・・・架設梁、９・・・・
・・仮設製材、１０・・・・・・型枠。1 and 2 are longitudinal cross-sectional views of the present invention and plan views showing an outline of the arrangement, FIGS. 3 and 4 are longitudinal cross-sectional views showing details of the main parts, and FIGS. 5 and 6. 7 and 8 are longitudinal sectional views and plan views of other embodiments, and FIG. 9 is a longitudinal sectional view showing an outline of the construction process. 1...Column, 2...Flat slab, 3
... Cabicle, 4... Unhonto P (
JI wire, 5...Stud, 6...Reinforcement bar, 7
・Stirrup bar, 8...Erection beam, 9...
...Temporary lumber, 10...Formwork.
Claims (1)
キャビクルを設けであることを特徴とするフラノトスラ
フ構造。 （２）柱とフラットスラブの接合部に、アンカー筋を突
設した鋼板からなるキャビクルを設りであることを特徴
とするフラノ１−スラフ構造。 （３）柱力１失骨造である悄許請求の範囲第１Ｊｌまた
は第２ＪＪ′！記載のフラノｌ−スラブ構造。[Claims] (1.) A furanoslab structure characterized in that a cavity made of a steel plate is provided at the joint between a column and a flanto slab. (2) A flannel 1-slough structure characterized in that a cavity made of a steel plate with protruding anchor bars is provided at the joint between the column and the flat slab. (3) The first Jl or the second JJ' is a bone structure with one pillar force! Furano l-slab structure as described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9424984A JPS60238553A (en) | 1984-05-11 | 1984-05-11 | Flat slab structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9424984A JPS60238553A (en) | 1984-05-11 | 1984-05-11 | Flat slab structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60238553A true JPS60238553A (en) | 1985-11-27 |
| JPH0348977B2 JPH0348977B2 (en) | 1991-07-26 |
Family
ID=14105025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9424984A Granted JPS60238553A (en) | 1984-05-11 | 1984-05-11 | Flat slab structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60238553A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6370746A (en) * | 1986-09-11 | 1988-03-30 | 清水建設株式会社 | Flat slab structure |
| JPS63108909U (en) * | 1987-01-07 | 1988-07-13 | ||
| JPS63165013U (en) * | 1987-04-16 | 1988-10-27 | ||
| JPS63280143A (en) * | 1987-05-11 | 1988-11-17 | 清水建設株式会社 | Capital part structure of flat slab |
| JPS63186813U (en) * | 1987-05-22 | 1988-11-30 | ||
| JPS6429553A (en) * | 1987-07-24 | 1989-01-31 | Shimizu Construction Co Ltd | Structure and method of construction of flat slab |
| JPS6429552A (en) * | 1987-07-24 | 1989-01-31 | Shimizu Construction Co Ltd | Flat slab |
| JPH01158148A (en) * | 1987-12-15 | 1989-06-21 | Mitsui Constr Co Ltd | Flat slab structure |
-
1984
- 1984-05-11 JP JP9424984A patent/JPS60238553A/en active Granted
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0562180B2 (en) * | 1986-09-11 | 1993-09-07 | Shimizu Construction Co Ltd | |
| JPS6370746A (en) * | 1986-09-11 | 1988-03-30 | 清水建設株式会社 | Flat slab structure |
| JPS63108909U (en) * | 1987-01-07 | 1988-07-13 | ||
| JPS63165013U (en) * | 1987-04-16 | 1988-10-27 | ||
| JPH0539123Y2 (en) * | 1987-04-16 | 1993-10-04 | ||
| JPS63280143A (en) * | 1987-05-11 | 1988-11-17 | 清水建設株式会社 | Capital part structure of flat slab |
| JPH0572492B2 (en) * | 1987-05-11 | 1993-10-12 | Shimizu Construction Co Ltd | |
| JPS63186813U (en) * | 1987-05-22 | 1988-11-30 | ||
| JPH0540165Y2 (en) * | 1987-05-22 | 1993-10-13 | ||
| JPS6429552A (en) * | 1987-07-24 | 1989-01-31 | Shimizu Construction Co Ltd | Flat slab |
| JPS6429553A (en) * | 1987-07-24 | 1989-01-31 | Shimizu Construction Co Ltd | Structure and method of construction of flat slab |
| JPH0572493B2 (en) * | 1987-07-24 | 1993-10-12 | Shimizu Construction Co Ltd | |
| JPH01158148A (en) * | 1987-12-15 | 1989-06-21 | Mitsui Constr Co Ltd | Flat slab structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0348977B2 (en) | 1991-07-26 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |