JPS60199146A - Floor of structure - Google Patents
Floor of structureInfo
- Publication number
- JPS60199146A JPS60199146A JP5335284A JP5335284A JPS60199146A JP S60199146 A JPS60199146 A JP S60199146A JP 5335284 A JP5335284 A JP 5335284A JP 5335284 A JP5335284 A JP 5335284A JP S60199146 A JPS60199146 A JP S60199146A
- Authority
- JP
- Japan
- Prior art keywords
- partial frame
- slab
- unit frame
- lattice
- frame
- 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)
- Body Structure For Vehicles (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (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
この発明は建築物等構造物の鉄筋コンクリート構造によ
る床に関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to floors made of reinforced concrete structures for buildings and other structures.
発明の解決しようとする問題点
鉄筋コンクリート構造の床を施工するに際し鋼板からな
る永久型枠上にコンクリートを打設することはデツキプ
レート工法等において実施されており、またＵ形の梁形
枠を永久型枠とする工法も実施されている。Problems to be Solved by the Invention When constructing a floor for a reinforced concrete structure, pouring concrete onto a permanent formwork made of steel plates is carried out using the deck plate method, etc. A construction method using formwork is also being implemented.
この発明も鋼板形枠を永久型枠として使用するものであ
るが必要により耐力材として使用し、その組立が容易で
あシ格別支保工を要しないで、現場打ちコンクリートの
打設に耐え、しかも梁、スラブを一体的に造成し、格子
状梁を有する鉄筋コンクリートスラブを提供すべく開発
したものである０
発明の構成とその実施例
この発明の要旨とする構成は前記特許請求の範囲の欄に
記載の通）であシ、その主要部とするところは一格子目
に相当する大きさのスラブ部分枠と二格子目に相当する
長さの梁部分枠とを連続して単位枠部材となし、この単
位枠部材を連結して永久型枠となし、その°上部にコン
クリートを打設してなるところにある。This invention also uses a steel plate form as a permanent form, but it can also be used as a load-bearing material if necessary, and is easy to assemble, does not require special shoring, and can withstand pouring of cast-in-place concrete. This invention was developed to provide a reinforced concrete slab having a lattice beam by integrally constructing a beam and a slab.0 Structure of the Invention and Examples thereof As described), its main part is a slab partial frame of a size corresponding to the first lattice and a beam partial frame of a length equivalent to the second lattice, which are consecutively made into a unit frame member. These unit frame members are connected to form a permanent formwork, and concrete is poured on top of the formwork.
以下その詳細を図示した実施例に基いて説明するＯ
単位枠部材Ａ＃Ｊニスラブ部分枠１と梁部分枠２とよシ
なる。スラブ部分枠１は一格子目の長さｌの方形底板３
とスラブ厚さに相当する立上力を有するコ状側板４とか
らなっている。梁部分枠２は略二格子目の長さ２１で底
板５と両側板６からなり、−側半分の側板の立上シが小
さくて、前記スラブ部分枠１の底板３に連続しである。The details thereof will be explained below based on the illustrated embodiment.O Unit frame member A#J consists of a varnish slab partial frame 1 and a beam partial frame 2. The slab partial frame 1 is a rectangular bottom plate 3 with the length l of the first grid.
and a U-shaped side plate 4 having an upright force corresponding to the thickness of the slab. The beam partial frame 2 has a length 21 of approximately the second lattice, and is composed of a bottom plate 5 and both side plates 6, and the side plate on the negative half has a small upright height and is continuous with the bottom plate 3 of the slab partial frame 1.
以上の単位枠部材Ａの側板同志をボルト・ナツト７によ
って連結し、梁部分枠２は格子を構成する。梁部分枠２
内には梁用の鉄筋８を配筋する。The side plates of the above unit frame members A are connected by bolts and nuts 7, and the beam partial frame 2 forms a lattice. Beam frame 2
Reinforcing bars 8 for the beam are arranged inside.
そして鉄筋８を連続させるため梁部分枠２には鉄筋挿通
孔９が穿設しである。In order to make the reinforcing bars 8 continuous, reinforcing bar insertion holes 9 are bored in the beam partial frame 2.
またスラブ部分枠１上には必要により鉄筋、メツシュ鉄
筋（図示せず）を配筋し、それら単位枠部材Ａ上にコン
クリート１０または軽量コンクリートを打設して床を構
成する。なお単位枠部材は型枠のみならず鉄筋と同様に
耐力部材とすることができる。また建物の隅角部等にお
いては単位枠部材Ａの外スラブ部分枠、あるいは梁部分
枠のみを使用することがある。Further, reinforcing bars and mesh reinforcing bars (not shown) are arranged on the slab partial frame 1 as necessary, and concrete 10 or lightweight concrete is cast on these unit frame members A to form a floor. Note that the unit frame member can be used not only as a formwork but also as a load-bearing member like a reinforcing bar. Further, in corner areas of buildings, only the outer slab partial frame or beam partial frame of the unit frame member A may be used.
第５図以下はこの発明の他の実施例を示したもので、側
板４を下向きに下げたものである。そして第７図の場合
はスラブ中に側板４が位置しない。Figures 5 and below show another embodiment of the present invention, in which the side plate 4 is lowered downward. In the case of FIG. 7, the side plate 4 is not located in the slab.
発明の効果
この発明は以上の構成からなり単位枠部材がスラブ部分
枠と梁部分枠とからなり、この単位枠部材を組立てるこ
とにより、これが永久型枠となシまだ必要により耐力部
材となり格子状に梁の配置された鉄筋コンクリート床を
容易に施工することができる。またその際梁部分枠は二
格子目の長さを有するので、梁の交点に通し部材が位置
することＫなシ組立てられた単位枠部材の集合による永
久型枠が全体として相当の耐力をもたらし、支保工等を
用いなくとも十分コンクリート打設に耐えることができ
る。Effects of the Invention This invention has the above-mentioned configuration, and the unit frame member consists of a slab partial frame and a beam partial frame, and by assembling the unit frame members, it becomes a permanent formwork, but it also becomes a load-bearing member when necessary, and can be formed into a lattice shape. Reinforced concrete floors with beams can be easily constructed. In addition, since the beam partial frame has the length of the second lattice, the through member must be located at the intersection of the beams.The permanent formwork made up of a collection of assembled unit frame members provides considerable strength as a whole. , it can withstand concrete pouring without using shoring.
第１図は単位枠部材の斜視図１、第２図は単位枠部材の
連結状態の平面図、第３図は床の連結部断面図、第４図
は単位枠部材の平面図、第５図、第６図および第７図、
第８図は他の実施例の単位枠部材の斜視図とその連結部
の断面図である。
Ａ・・単位枠部材、１・・スラブ部分枠、２・・梁部分
枠、３・・底板、４・・側板、５・・底板、６・・側板
、７・・ボルト・ナツト８・・鉄筋、９・・鉄筋挿通孔
、
１０・・コンクリート。
第 ］【１
第２１・；
め ３１４
第５ｒ・１Fig. 1 is a perspective view of the unit frame member, Fig. 2 is a plan view of the connected state of the unit frame member, Fig. 3 is a sectional view of the connecting portion of the floor, Fig. 4 is a plan view of the unit frame member, and Fig. 5 is a plan view of the unit frame member in a connected state. Figures 6 and 7,
FIG. 8 is a perspective view of a unit frame member of another embodiment and a sectional view of a connecting portion thereof. A... Unit frame member, 1... Slab partial frame, 2... Beam partial frame, 3... Bottom plate, 4... Side plate, 5... Bottom plate, 6... Side plate, 7... Bolt/nut 8... Reinforcing bar, 9...Reinforcing bar insertion hole, 10...Concrete. ][1 21st・;me 314 5thr・1
Claims (1)
ブ部分枠は一格子目の長さの方形底板とコ状側板とから
なり、梁部分枠は二格子目の長さで、底板と両側板から
なシ、−側半分の側板が前記スラブ部分枠の底板に連続
してなシ、前記単位枠部材の側板同志を連結して格子を
構成し、かつ梁部分枠内に鉄筋を配筋し、連結された単
位枠部材上にコンクリートを打設してなることを特徴と
する構造物の床。The unit frame members consist of a slab partial frame and a beam partial frame.The slab partial frame consists of a rectangular bottom plate with the length of the first lattice and a U-shaped side plate, and the beam partial frame has the length of the second lattice with a bottom plate. and both side plates, the - side half side plate is continuous with the bottom plate of the slab partial frame, the side plates of the unit frame members are connected to form a lattice, and reinforcing bars are installed in the beam partial frame. A floor of a structure characterized by placing concrete on unit frame members arranged and connected with reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5335284A JPS60199146A (en) | 1984-03-19 | 1984-03-19 | Floor of structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5335284A JPS60199146A (en) | 1984-03-19 | 1984-03-19 | Floor of structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60199146A true JPS60199146A (en) | 1985-10-08 |
| JPH0432900B2 JPH0432900B2 (en) | 1992-06-01 |
Family
ID=12940389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5335284A Granted JPS60199146A (en) | 1984-03-19 | 1984-03-19 | Floor of structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60199146A (en) |
-
1984
- 1984-03-19 JP JP5335284A patent/JPS60199146A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0432900B2 (en) | 1992-06-01 |
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