JPS6132055Y2 - - Google Patents

Info

Publication number
JPS6132055Y2
JPS6132055Y2 JP9650180U JP9650180U JPS6132055Y2 JP S6132055 Y2 JPS6132055 Y2 JP S6132055Y2 JP 9650180 U JP9650180 U JP 9650180U JP 9650180 U JP9650180 U JP 9650180U JP S6132055 Y2 JPS6132055 Y2 JP S6132055Y2
Authority
JP
Japan
Prior art keywords
formwork
slab
watsuful
concrete
rectangular substrate
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
Application number
JP9650180U
Other languages
Japanese (ja)
Other versions
JPS5720447U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP9650180U priority Critical patent/JPS6132055Y2/ja
Publication of JPS5720447U publication Critical patent/JPS5720447U/ja
Application granted granted Critical
Publication of JPS6132055Y2 publication Critical patent/JPS6132055Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、凹凸を有する天井面を形成するため
のワツフルスラブ用型枠に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a formwork for a Watsuful slab for forming a ceiling surface having unevenness.

〔従来の技術〕[Conventional technology]

最近の鉄筋コンクリート構造物の軽量化に伴
い、スラブの構築において、配筋部分を除いてコ
ンクリート厚を薄くするという工法が採用されて
いる。この工法としては、既成型枠すなわちワツ
フルを用いて格子梁床版すなわちワツフルスラブ
を施工するものがある。
With the recent trend toward lighter weight reinforced concrete structures, a construction method has been adopted in which the thickness of concrete is reduced except for the reinforcement areas when constructing slabs. This construction method involves constructing a lattice beam slab, or Watsuful slab, using a pre-formed formwork, or Watsuful.

従来、このワツフルスラブ用型枠として、たと
えば実公昭47−23634号公報に記載されているよ
うに、発泡樹脂からなる台形状の型枠がある。こ
の台形状の型枠を、パネル面に整列配置し、型枠
間に配筋を施し、コンクリートを打設することに
より、配筋の部分に格子梁床版を構築し、他の部
分のスラブの厚みを薄くしようとするものであ
る。
Conventionally, as a formwork for this Watsuful slab, there is a trapezoidal formwork made of foamed resin, as described in, for example, Japanese Utility Model Publication No. 47-23634. By arranging these trapezoidal formworks on the panel surface, placing reinforcement between the formworks, and pouring concrete, a lattice beam slab is constructed in the reinforcement area, and the slab in other areas is The aim is to reduce the thickness of the

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら、この従来の構造の型枠は、スラ
ブ仕上がり面の凹部一つ一つに対応する単体の凸
部を形成するためのものであつた。このため、こ
の型枠をパネル面に敷き込むときには、この構造
の多数の台形型枠が等間隔になるように配置する
ために、割り付け、墨出しが必要となる。更に、
スラブ構築面積が広い場合、台形型枠の配設作業
が非常に手間を要するものとなる。
However, the formwork of this conventional structure was for forming a single convex portion corresponding to each concave portion of the finished slab surface. Therefore, when laying this formwork on the panel surface, layout and marking are required in order to arrange the many trapezoidal formworks of this structure at equal intervals. Furthermore,
When the slab construction area is large, the work of arranging the trapezoidal formwork becomes very labor-intensive.

また、単体の型枠では、これをパネル面に敷き
込むとき、型枠の下面の平面度が出ていない場
合、型枠がパネル面より浮いた状態となることが
ある。型枠が浮くと、型枠とパネル面との隙間に
コンクリートが浸入し、スラブ仕上がり表面がき
れいにならないという問題点がある。
Furthermore, when a single formwork is laid on a panel surface, if the bottom surface of the formwork is not flat, the formwork may float above the panel surface. If the formwork floats, concrete will seep into the gap between the formwork and the panel surface, causing the problem that the finished slab surface will not be clean.

この考案は、このような従来の問題点に鑑み、
ワツフルスラブを簡易、正確かつ迅速に構築する
ことができる型枠を提供することを目的とする。
This idea was developed in view of these conventional problems,
The purpose of the present invention is to provide a formwork that can easily, accurately, and quickly construct a Watsuful slab.

〔問題点を解決するための手段〕[Means for solving problems]

この目的を達成するため、本考案のワツフルス
ラブ用型枠は、方形基板に複数個の凸状突部を格
子状に配設してなり、かつ全体を発泡樹脂によつ
て一体に形成したことを特徴とする。
In order to achieve this purpose, the formwork for the Watsuful slab of the present invention consists of a rectangular substrate with a plurality of convex protrusions arranged in a lattice pattern, and the whole is integrally formed of foamed resin. Features.

〔作 用〕[Effect]

本考案の型枠は、ワツフルスラブ施工に際し、
パネル面上にそのまま密接状に敷き詰めるだけで
スラブの凹凸面を形成することができる。したが
つて、速やかに次の配筋作業を行うことができ
る。
The formwork of this invention can be used for Watsuful slab construction.
The uneven surface of the slab can be formed by simply laying it closely together on the panel surface. Therefore, the next reinforcement work can be carried out promptly.

また、型枠を敷き詰めるに際し、複数の凹凸面
を一度に形成することができる。
Moreover, when laying the formwork, a plurality of uneven surfaces can be formed at once.

この型枠はパネル面の全面を覆うため、コンク
リートが直接パネル面に付着することがない。更
に、このとき方形基板に掛かるコンクリート圧が
パネル面に対する密着力を増加させ、パネル面に
対するコンクリートの浸入を抑制する。型枠は、
コンクリート乾燥後にスラブ面から容易に離脱す
るので、パネル及び型枠の再使用が非常に容易と
なる。
Since this formwork covers the entire surface of the panel, concrete will not adhere directly to the panel surface. Furthermore, the concrete pressure applied to the rectangular substrate at this time increases the adhesion force to the panel surface, thereby suppressing the infiltration of concrete into the panel surface. The formwork is
Since the concrete can be easily separated from the slab surface after drying, the panels and formwork can be reused very easily.

〔実施例〕〔Example〕

以下、本考案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 explained based on embodiments shown in the drawings.

第1図は本考案のワツフルスラブ用型枠の平面
図、第2図は第1図の−線における断面図で
ある。これらの図において、本考案の型枠は、方
形基板2に本例では4個の凸状突部3が突設され
ている。凸状突部3の内部は、中実、空洞いずれ
でもよい。方形基板2の端面から突部3までの幅
は、凸状突部3どうしの間隔に対して半分の距離
にとることにより、この方形基板2を天井パネル
1上に密接して敷き詰めたとき、すべての突部3
の間隔が等しくなるようにする。
FIG. 1 is a plan view of a formwork for a Watsuful slab according to the present invention, and FIG. 2 is a sectional view taken along the line - in FIG. 1. In these figures, in the formwork of the present invention, four convex protrusions 3 are provided on a rectangular substrate 2 in this example. The inside of the convex projection 3 may be either solid or hollow. By setting the width from the end surface of the rectangular substrate 2 to the protrusion 3 to be half the distance between the convex protrusions 3, when the rectangular substrate 2 is closely spread on the ceiling panel 1, All protrusions 3
so that the spacing between them is equal.

このような構造のワツフルスラブ用型枠を用い
てワツフルスラブを構築する方法について第3図
に示す断面図に基づいて説明する。
A method of constructing a Watsuful slab using the formwork for a Watsuful slab having such a structure will be explained based on the sectional view shown in FIG. 3.

床面(図示せず)から支柱等で水平面に支持さ
れているパネル1上に、第1図に示す型枠を密接
状にすなわち隙間なく敷き詰める。型枠上及び型
枠の突部3の間の部分に、主筋4、副筋5、補筋
6などを三方向配筋する。これらの配筋は突部3
と配筋との間隔を適切に保持するためのスペーサ
7で支持し、かつ該スペーサ7は方形基板2に埋
設したスペーサ支持体8で支持し、配筋の荷重に
よる方形基板の損耗を防止する。
The formwork shown in FIG. 1 is laid closely together, that is, without any gaps, on a panel 1 that is horizontally supported from the floor (not shown) by supports or the like. Main reinforcements 4, sub-reinforcements 5, supplementary reinforcements 6, etc. are arranged in three directions on the formwork and between the protrusions 3 of the formwork. These reinforcements are protrusion 3
The spacer 7 is supported by a spacer support 8 embedded in the rectangular substrate 2 to prevent wear and tear of the rectangular substrate due to the load of the reinforcement. .

この後コンクリートを打設し、固まつた後に、
あるいは半乾き状態で、パネル及び型枠を取り外
す。このようにして構築されたワツフルスラブの
下面は、凸状突部3に対応する部分が凹み、該凸
状突部間の溝状部分に相当する部分が突出した状
態となり、該突出部分は格子状の梁となる。
After this, concrete is poured and after it hardens,
Alternatively, remove the panel and formwork when it is semi-dry. The lower surface of the Watsuful slab constructed in this way has a concave portion corresponding to the convex protrusions 3, and a protruding portion corresponding to the groove-shaped portion between the convex protrusions, and the protruding portion has a lattice shape. Becomes a beam.

なお、本型枠は発泡スチロール等の発泡樹脂製
であるので、スラブ下面にそのまま付設し、塗装
などを施せば、断熱、防音スラブとしても供する
ことができる。
In addition, since this formwork is made of foamed resin such as expanded polystyrene, it can also be used as a heat-insulating and sound-insulating slab by attaching it to the bottom surface of the slab and painting it.

このようにして構築されたスラブの突出部分に
は配筋が施されているため、強度が大で、しかも
凹んだ部分は肉薄となる。そのため、全体の重量
を軽減することができる。
The protruding parts of the slab constructed in this way are reinforced, so they are strong, and the recessed parts are thin. Therefore, the overall weight can be reduced.

〔考案の効果〕[Effect of idea]

以上に説明したように、本考案のワツフルスラ
ブ用型枠は、方形基板に複数個の凸状突部を格子
状に配設してなり、かつ全体を一体の発泡樹脂に
よつて形成している。
As explained above, the formwork for the Watsuful slab of the present invention is made up of a rectangular substrate with a plurality of convex protrusions arranged in a lattice pattern, and the whole is made of a single piece of foamed resin. .

このため、パネル面上に本考案の型枠を隙間な
く密着状に敷き詰めるだけで型枠設置作業を行う
ことができる。したがつて、作業を簡素化できる
とともに工期を著しく短縮でき、更に凹凸面の位
置出しを正確に行うことができる。また、パネル
面に対して型枠における方形基板の接する面積が
広く、しかも方形基板に掛かるコンクリート圧が
更に型枠をパネル面に密着させるため、パネル面
と型枠との密着性が高まり、コンクリートがパネ
ル面に浸入することが著しく少なくなる。したが
つて、スラブ面の仕上がり状態が非常にきれいに
なる。本考案の型枠は発泡樹脂であるため、軽量
であり、かつコンクリートとの離型が簡単であ
る。またパネルとコンクリートとは直接接触しな
いため、離型が容易であり、パネルを何度でも再
使用できる。
Therefore, the formwork installation work can be carried out simply by laying the formwork of the present invention tightly on the panel surface without any gaps. Therefore, the work can be simplified, the construction period can be significantly shortened, and the uneven surface can be positioned accurately. In addition, the contact area of the rectangular substrate in the formwork with the panel surface is wide, and the concrete pressure applied to the rectangular substrate further brings the formwork into close contact with the panel surface, so the adhesion between the panel surface and the formwork increases, and the concrete Infiltration of the liquid into the panel surface is significantly reduced. Therefore, the finished state of the slab surface becomes very clean. Since the formwork of the present invention is made of foamed resin, it is lightweight and can be easily separated from concrete. Furthermore, since the panels do not come into direct contact with concrete, they can be easily released from the mold, and the panels can be reused as many times as needed.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本考案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図は本考案に係る型枠を使用した構築工法の
例を示す縦断面図である。 1……パネル、2……方形基板、3……凸状突
部、4……主筋、5……副筋、6……補筋、7…
…スペーサ、8……スペーサ支持体。
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 the construction method using the formwork according to the present invention. DESCRIPTION OF SYMBOLS 1... Panel, 2... Rectangular board, 3... Convex projection, 4... Main reinforcement, 5... Sub-reinforcement, 6... Reinforcement, 7...
...Spacer, 8...Spacer support.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 方形基板に複数個の凸状突部を格子状に配設し
てなり、かつ全体を発泡樹脂によつて一体に形成
したことを特徴とするワツフルスラブ用型枠。
A formwork for a Watsuful slab, characterized in that a plurality of convex protrusions are arranged in a lattice pattern on a rectangular substrate, and the whole is integrally formed of foamed resin.
JP9650180U 1980-07-08 1980-07-08 Expired JPS6132055Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9650180U JPS6132055Y2 (en) 1980-07-08 1980-07-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9650180U JPS6132055Y2 (en) 1980-07-08 1980-07-08

Publications (2)

Publication Number Publication Date
JPS5720447U JPS5720447U (en) 1982-02-02
JPS6132055Y2 true JPS6132055Y2 (en) 1986-09-18

Family

ID=29458320

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9650180U Expired JPS6132055Y2 (en) 1980-07-08 1980-07-08

Country Status (1)

Country Link
JP (1) JPS6132055Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59102060A (en) * 1982-12-03 1984-06-12 株式会社 長谷川工務店 Construction of cantilevered slab with small beam

Also Published As

Publication number Publication date
JPS5720447U (en) 1982-02-02

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