JPS6142071B2 - - Google Patents
Info
- Publication number
- JPS6142071B2 JPS6142071B2 JP55019509A JP1950980A JPS6142071B2 JP S6142071 B2 JPS6142071 B2 JP S6142071B2 JP 55019509 A JP55019509 A JP 55019509A JP 1950980 A JP1950980 A JP 1950980A JP S6142071 B2 JPS6142071 B2 JP S6142071B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- slab
- concrete
- constructing
- present
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、凸状の型枠を用いたスラブ構築方法
に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method of constructing a slab using a convex formwork.
最近の鉄筋コンクリート建築物の軽量化傾向に
伴い、スラブの構築の際に配筋部分を除きコンク
リート厚を薄くするという工法を採用して、いわ
ゆるワツフルスラブを構築している。
With the recent trend toward lighter weight reinforced concrete buildings, so-called Watsuful slabs are being constructed by employing a construction method that reduces the thickness of the concrete by excluding the reinforcement areas when constructing the slab.
このワツフルスラブの構築方法としては、例え
ば台形状の型枠をパネル上面に多数、規則的に配
列し、型枠間の空隙部分に配筋を行つてコンクリ
ートを打設する方法がある。 As a method for constructing this Watsuful slab, for example, a large number of trapezoidal formworks are regularly arranged on the upper surface of the panel, reinforcement is placed in the gaps between the formworks, and concrete is poured.
しかしながら、この方法では、台形状の型枠を
パネル上面に配列する場合、型枠間の距離を規則
的にとるために、パネル上に墨等で線をけがきす
る必要があり、非能率的な作業となる。
However, with this method, when trapezoidal formwork is arranged on the top surface of the panel, it is necessary to draw lines on the panel with ink or the like in order to maintain a regular distance between the formwork, which is inefficient. It will be a lot of work.
本発明、このような従来の問題点に鑑みてなさ
れたものであり、けがき等の中間的な作業を省略
できるスラブ構築方法を提供することを目的とす
る。 The present invention has been made in view of these conventional problems, and it is an object of the present invention to provide a slab construction method that can omit intermediate work such as scribing.
この目的を達成するため、本発明のスラブ構築
方法は、方形基板上に所要高さの凸部を複数、所
要間隔をあけて格子状配列にて突設し且つ全体を
発泡樹脂にて形成してなる型枠を多数施工床面に
密着状態に敷き詰め、型枠の上面及び隣接する上
記凸部間に形成される間隙内に所要の2方向配筋
を行い、型枠上にコンクリートを打設してスラブ
を構築することを特徴とする。
In order to achieve this objective, the slab construction method of the present invention involves protruding a plurality of protrusions of a desired height on a rectangular substrate in a lattice-like arrangement at desired intervals, and the entire structure is made of foamed resin. A large number of formworks are laid tightly on the construction floor surface, reinforcement is placed in the required two directions in the gap formed between the top surface of the formworks and the adjacent convex parts, and concrete is poured onto the formworks. It is characterized by constructing a slab.
上記型枠はコンクリート打設、乾燥後除去する
こととするが、断熱、防音の目的で型枠をそのま
まコンクリート天井面に残すこともある。 The above formwork will be removed after concrete is poured and dried, but the formwork may be left on the concrete ceiling surface for insulation and soundproofing purposes.
本発明においては、上記構成の型枠を密着状態
に施工床面、すなわちパネル上に敷き詰めること
により、全体として凸部が等間隔に格子状に配列
されることになる。その後、型枠の上面及び隣接
する凸部の間に形成される間隙内に2方向配筋を
行う。次に型枠上にコンクリートを打設してスラ
ブ面を形成し、コンクリート養生、乾燥後、パネ
ルを除去する。このとき、パネルは型枠を載置し
ているだけであり、コンクリートには直接接して
いないので、除去作業は容易である。
In the present invention, the formwork having the above-mentioned structure is tightly spread over the construction floor surface, that is, the panel, so that the convex portions are arranged in a lattice pattern at equal intervals as a whole. Thereafter, reinforcement is placed in two directions within the gap formed between the upper surface of the formwork and the adjacent convex portions. Next, concrete is poured onto the formwork to form a slab surface, and after the concrete has cured and dried, the panels are removed. At this time, the panels are only placed on formwork and are not in direct contact with the concrete, so removal work is easy.
上記型枠は通常はパネル除去後、コンクリート
天井面から離型するが、そのまま離型せずにコン
クリート天井面に残して断熱、防音効果を天井面
に持たせることもできる。 The above-mentioned formwork is usually released from the concrete ceiling surface after the panel is removed, but it can also be left on the concrete ceiling surface without being released, to provide heat insulation and soundproofing effects to the ceiling surface.
このように、本発明の方法によつて、2方向配
筋された部分が梁の機能を果たし、それ以外の部
分はコンクリートの厚さが薄い天井スラブが構築
される。したがつて、強度を維持したまま軽量建
築物を構築することができる。 As described above, by the method of the present invention, a ceiling slab is constructed in which the portion where reinforcement is arranged in two directions functions as a beam, and the other portions are made of thin concrete. Therefore, a lightweight building can be constructed while maintaining strength.
以下、本発明を図面に示す実施例に基づいて具
体的に説明する。
Hereinafter, the present invention will be specifically described based on embodiments shown in the drawings.
第1図及び第2図に示すように、本発明の型枠
は、正方形の基板1上に4個の凸部2を井桁状配
列で突出させた形状であつて、全体は発泡スチロ
ールにて成型されたものである。図中3は本型枠
に埋設されたスペーサー支持体であつて、型枠と
鉄筋との間隔を保持するためのスペーサーを支持
して鉄筋の荷重による型枠本体の損傷を防止する
ものである。 As shown in FIGS. 1 and 2, the formwork of the present invention has a shape in which four convex portions 2 are protruded in a cross-shaped arrangement on a square substrate 1, and the entire mold is made of styrofoam. It is what was done. 3 in the figure is a spacer support embedded in the formwork, which supports the spacer to maintain the distance between the formwork and the reinforcing bars, and prevents damage to the formwork body due to the load of the reinforcing bars. .
この型枠を使用してスラブを構築する場合には
第3図に示すようにパネル4上に構築面全面にわ
たつて本型枠を敷き詰め、主筋5,副筋6,補筋
7などを型枠の上部及び隣り合う凸部2の間に2
方向配筋する。これらの鉄筋は、スペーサー支持
体3の上に介在させたスペーサーにより支持す
る。その後、コンクリートを打設し、固まつた後
にパネル4及び本型枠を取り外す。これにより、
ワツフルスラブが完成する。従つて、スラブの下
面は本型枠の凸部2に対応する部分が凹み、凸部
2の間の溝状部分が突出した状態となり、突出部
分は格子状となる。この部分には配筋が施されて
いるため、強度は高く、凹んだ部分は肉薄となる
ため全体の重量を軽減することができる。なお、
本型枠は発泡スチロール等の発泡樹脂であるの
で、スラブ下面にそのまま付設し、塗装等を施す
ことにより断熱、防音スラブとして供することが
できる。 When constructing a slab using this formwork, the formwork is laid over the entire construction surface on the panel 4 as shown in Figure 3, and the main reinforcements 5, sub-reinforcements 6, supplementary reinforcements 7, etc. are placed in the mold. 2 between the upper part of the frame and adjacent convex parts 2
Place reinforcement in the direction. These reinforcing bars are supported by spacers interposed on the spacer support 3. Thereafter, concrete is poured, and after it hardens, the panel 4 and main formwork are removed. This results in
The Watsuful slab is completed. Therefore, on the lower surface of the slab, the portions corresponding to the convex portions 2 of the main form are recessed, and the groove-like portions between the convex portions 2 are in a protruding state, and the protruding portions have a lattice shape. This part is reinforced, so it is strong, and the recessed part is thinner, reducing the overall weight. In addition,
Since this formwork is made of foamed resin such as styrofoam, it can be attached to the bottom of the slab as it is and used as a heat-insulating and sound-insulating slab by applying paint or the like.
上述したように本発明によれば、型枠を密着状
態にそのまま敷き詰めるだけで凹凸のある型枠を
形成することができる。この型枠上に配筋し、コ
ンクリートを打設すれば、型枠における凸部の間
隔に交叉状2方向配筋ができるため、荷重を2方
向に伝達でき、強度的にも強く、小梁なしに広々
とした空間を得ることができ、またスラブを軽量
化することができる。また施工も簡単であり、か
つ型枠は発泡樹脂を素材としているため、軽量、
安価である。
As described above, according to the present invention, a mold with unevenness can be formed by simply laying the mold in a close contact state. By arranging reinforcement on this formwork and pouring concrete, cross-shaped two-way reinforcement is created between the convex parts of the formwork, so the load can be transmitted in two directions, the strength is strong, and the small beam It is possible to obtain a spacious space without the need for a slab, and it is also possible to reduce the weight of the slab. In addition, construction is easy, and since the formwork is made of foamed resin, it is lightweight and
It's cheap.
更に、本発明の型枠を取り外さず、コンクリー
ト面にそのまま残しておくようにすれば、断熱、
防音スラブを形成することができる。 Furthermore, if the formwork of the present invention is left on the concrete surface without being removed, insulation,
A soundproof slab can be formed.
第1図は本発明に係る型枠の実施例を示す平面
図、第2図は第1図の―線における断面図、
第3図は本発明に係る型枠を使用した構築方法の
例を示す縦断面図である。
1:基板、2:凸部、3:スペーサー支持体。
FIG. 1 is a plan view showing an embodiment of the formwork according to the present invention, FIG. 2 is a sectional view taken along the line - in FIG. 1,
FIG. 3 is a longitudinal sectional view showing an example of a construction method using the formwork according to the present invention. 1: Substrate, 2: Convex portion, 3: Spacer support.
Claims (1)
隔をあけて格子状配列にて突設し且つ全体を発泡
樹脂にて形成してなる型枠を多数施工床面に密着
状態に敷き詰め、型枠の上面及び隣接する上記凸
部間に形成される間隙内に所要の2方向配筋を行
い、型枠上にコンクリートを打設してスラブを構
築することを特徴とするスラブ構築方法。 2 型枠はコンクリートスラブ構築後そのままコ
ンクリート天井面に残すことを特徴とする特許請
求の範囲第1項記載のスラブ構築方法。[Scope of Claims] 1. A construction floor with a large number of formworks each having a plurality of protrusions of a required height protruding from a rectangular substrate in a lattice-like arrangement at required intervals, and formed entirely of foamed resin. The slab is constructed by laying the concrete in close contact with the surface, placing reinforcement in two directions in the gap formed between the upper surface of the formwork and the adjacent convex parts, and pouring concrete onto the formwork. Characteristic slab construction method. 2. The method for constructing a slab according to claim 1, wherein the formwork is left on the concrete ceiling surface as it is after constructing the concrete slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1950980A JPS56119074A (en) | 1980-02-19 | 1980-02-19 | Method of constructing slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1950980A JPS56119074A (en) | 1980-02-19 | 1980-02-19 | Method of constructing slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56119074A JPS56119074A (en) | 1981-09-18 |
| JPS6142071B2 true JPS6142071B2 (en) | 1986-09-18 |
Family
ID=12001327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1950980A Granted JPS56119074A (en) | 1980-02-19 | 1980-02-19 | Method of constructing slab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS56119074A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5719455A (en) * | 1980-07-08 | 1982-02-01 | Hiroaki Chinen | Slab building |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5240345Y2 (en) * | 1971-04-07 | 1977-09-12 | ||
| JPS4874520A (en) * | 1972-01-10 | 1973-10-08 | ||
| JPS53145326A (en) * | 1977-05-23 | 1978-12-18 | Kouchi Biken Kk | Method of forming concrete structure |
| JPS54152323A (en) * | 1978-05-20 | 1979-11-30 | Nat Marine Plastic | Flask for method of waffleeslab construction |
| JPS5514259A (en) * | 1978-07-17 | 1980-01-31 | Wako Giken Kogyo Kk | Paper pattern for architecture |
| JPS5677468A (en) * | 1979-11-28 | 1981-06-25 | Sekisui Plastics | Method of constructing waffle slab and trapezoid flask for constructing waffle slab |
| JPS582572U (en) * | 1981-06-27 | 1983-01-08 | 株式会社ボッシュオートモーティブ システム | Automotive air conditioner control device |
| JPS6142071A (en) * | 1984-08-03 | 1986-02-28 | Sharp Corp | Data input/output terminal equipment |
-
1980
- 1980-02-19 JP JP1950980A patent/JPS56119074A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56119074A (en) | 1981-09-18 |
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