JPS6257772B2 - - Google Patents

Info

Publication number
JPS6257772B2
JPS6257772B2 JP57153605A JP15360582A JPS6257772B2 JP S6257772 B2 JPS6257772 B2 JP S6257772B2 JP 57153605 A JP57153605 A JP 57153605A JP 15360582 A JP15360582 A JP 15360582A JP S6257772 B2 JPS6257772 B2 JP S6257772B2
Authority
JP
Japan
Prior art keywords
pedestal
concrete
support
blocks
synthetic resin
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
JP57153605A
Other languages
Japanese (ja)
Other versions
JPS5944449A (en
Inventor
Yukio Takahashi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Kasei Co Ltd
Original Assignee
Sekisui Plastics Co Ltd
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 by Sekisui Plastics Co Ltd filed Critical Sekisui Plastics Co Ltd
Priority to JP15360582A priority Critical patent/JPS5944449A/en
Publication of JPS5944449A publication Critical patent/JPS5944449A/en
Publication of JPS6257772B2 publication Critical patent/JPS6257772B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は、コンクリートスラブの施工方法に
関し、非常に能率良く、その施工が行なえる方法
を提供するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a concrete slab, and provides a method that can perform the construction very efficiently.

従来より、建築物におけるコンクリートスラブ
の施工にあつては、構築した梁上に波型鋼板等を
敷設し、その上にコンクリートを打設する方法が
行なわれているが、波型鋼板の敷設作業が面倒で
あると共に、コンクリートスラブの全体的な重量
も重く、また、断熱性や遮音性にも劣るという欠
点を有していた。他方、波型鋼板を用いず型枠を
敷設してコンクリートを打設する施工方法にあつ
ても、その型枠のサポート等、敷設作業が面倒で
あるほか、断熱性、遮音性等に関し、上記と同様
な欠点を有するものであつた。
Traditionally, when constructing concrete slabs for buildings, the method of laying corrugated steel plates, etc. on the constructed beams and pouring concrete on top of them has been used. In addition to being troublesome, the overall weight of the concrete slab is heavy, and it also has disadvantages in that it has poor heat insulation and sound insulation properties. On the other hand, even with the construction method of laying formwork and pouring concrete without using corrugated steel plates, the work of laying the formwork is troublesome, such as supporting the formwork, and the above-mentioned problems with heat insulation, sound insulation, etc. It had the same drawbacks.

さらに従来の施工方法によれば、床暖房用の配
管をコンクリートスラブ内に施こす場合の配管固
定等が面倒であつて、配管作業に非常に多くの手
数を要するという不都合があつた。
Further, according to the conventional construction method, when installing pipes for floor heating inside a concrete slab, it is troublesome to fix the pipes, etc., and the pipe work requires a large amount of labor.

そこでこの発明においては、上記従来の欠点及
び不都合を解消できるコンクリートスラブの施工
法を提供するもので、その方法としては、適宜構
築された壁梁等の梁間に、段部等にて断面下方が
拡大している架台状ブロツクを所定間隔毎に架設
し、合成樹脂発泡体よりなる床下地材を、その両
側端が上記した架台状ブロツクの断面拡大部分に
て支承されるように、架台状ブロツク間に順次敷
設し、適宜配筋を施し、さらに床暖房用等の配管
の支持部を有する支持具を、上記合成樹脂発泡体
よりなる床下地材上に立設し、該支持具にて配管
を床下地材上より浮かせた状態で支承した後、コ
ンクリートを上記床下地材及び架台状ブロツク上
へ打設することを特徴とする。
Therefore, the present invention provides a method of constructing a concrete slab that can eliminate the above-mentioned conventional drawbacks and inconveniences.The method is to provide a construction method for concrete slabs that can eliminate the above-mentioned conventional drawbacks and inconveniences. Enlarged pedestal-like blocks are erected at predetermined intervals, and the flooring material made of synthetic resin foam is erected on the pedestal-like blocks so that both ends thereof are supported by the enlarged cross-sectional portions of the above-mentioned pedestal-like blocks. In addition, a support having a supporting part for pipes such as those for floor heating is erected on the subfloor material made of the synthetic resin foam, and the pipes are installed using the support. The method is characterized in that after the concrete is supported in a floating state above the subfloor material, concrete is poured onto the subfloor material and the pedestal-like block.

次いでこの発明の実施態様について図によりな
がら説明すると、1はこの発明の実施に用いるコ
ンクリート製の架台状ブロツクであつて、適宜長
さを有し、その断面下方が拡大するよう、両側に
段部11を形成してあり、上面には、カイザー筋
12を埋設固定している。上記架台状ブロツク
は、適宜構築された壁梁H等の梁間に、所定間隔
毎に架設される(第2図参照)。
Next, an embodiment of the present invention will be described with reference to the drawings. Reference numeral 1 is a concrete pedestal-like block used for carrying out the present invention, which has an appropriate length and has stepped sections on both sides so that the lower section of the block is enlarged. 11, and a Kaiser muscle 12 is embedded and fixed in the upper surface. The frame-like blocks are installed at predetermined intervals between appropriately constructed wall beams H and the like (see FIG. 2).

次に、2はポリスチレン等、合成樹脂の発泡体
からなる板状の床下地材であつて、長辺側である
両側端a,aに上記架台状ブロツク1の段部11
と対応する段部21が形成してあり、他方短片側
の側端部は、あいじやくり状に形成されている。
そして上記床下地材2は、その両側端a,aの段
部21が架台状ブロツクの段部11にて支承され
るよう、架台状ブロツク間に、順次敷き込まれる
(第3図参照)。この際、床下地材2は、その両側
端a,aの、架台状ブロツク1に対する密着性の
良い嵌合及び短辺側のありじやくり形状による突
き合せ等にて、全体的に間断なく敷き詰められ
る。続いて、適宜配筋3を施す。そして、上部に
U字状等の配管支持部41を有し、下方に突き刺
し部42を有する支持具4を、合成樹脂発泡体よ
りなる床下地材2に対して突き刺し、例えば太陽
熱温水器等の温水給水部へ接続された耐熱ポリエ
チレンチユーブによるフレキシブル継目無しパイ
プ5等を上記支持具4にて床下地材2上より浮か
せた状態で支承した後、床下地材2及び架台状ブ
ロツク1上へコンクリートcを打設すれば、コン
クリートスラブSを形成できることになる(第4
図参照)。このとき架台状ブロツク1は、カイザ
ー筋12部がコンクリートcにて固定されるの
で、強固に位置止定されることになる。
Next, reference numeral 2 denotes a plate-shaped flooring material made of foamed synthetic resin such as polystyrene, and the stepped portions 11 of the pedestal-like block 1 are attached to both long sides a and a.
A step portion 21 corresponding to the step portion 21 is formed, and the side end portion of the other short side is formed in a dowel shape.
The underfloor material 2 is then successively laid between the pedestal blocks so that the stepped portions 21 at both ends a and a are supported by the stepped portions 11 of the pedestal blocks (see FIG. 3). At this time, the flooring material 2 is made seamlessly throughout by fitting its both ends a and a into the frame-like block 1 with good adhesion and abutting the short side by the dovetail shape. Can be covered. Next, reinforcement 3 is applied as appropriate. Then, the support 4 having a U-shaped piping support part 41 on the upper part and a piercing part 42 on the lower part is pierced into the flooring material 2 made of synthetic resin foam, for example, for installing a solar water heater or the like. After supporting the flexible seamless pipe 5 made of a heat-resistant polyethylene tube connected to the hot water supply section in a floating state above the flooring material 2 using the support 4, concrete is placed on the flooring material 2 and the pedestal block 1. If concrete slab S is poured, concrete slab S can be formed (fourth step).
(see figure). At this time, the pedestal block 1 is firmly fixed in position because the Kaiser reinforcement 12 is fixed with the concrete c.

なお、上記した架台状ブロツク1としては、断
面下方が拡大しているものであれば種々の形状の
ものが採用でき、例えば段部11を形成しない断
面台形状のものであつても良く(第6図参照)、
この場合床下地材2の両側端a,aも傾斜状に対
応させれば良い。
The above-mentioned pedestal block 1 may have various shapes as long as the lower part of the cross section is enlarged. For example, it may have a trapezoidal cross section that does not form the step part 11. (see figure 6),
In this case, both ends a, a of the flooring material 2 may also be made to correspond to the inclined shape.

さらに、床下地材2を形成する発泡体として
は、上述したポリスチレンのほか、ポリエチレ
ン、ポリプロピレン、ポリ塩化ビニル及びこれら
を主体とするコポリマー等から製造される発泡体
も好適である。
Furthermore, as the foam forming the flooring material 2, in addition to the above-mentioned polystyrene, foams manufactured from polyethylene, polypropylene, polyvinyl chloride, copolymers mainly composed of these, and the like are also suitable.

以上述べたこの発明による施工方法によれば適
宜構築された壁梁等の梁間に、所定間隔毎にて架
台状ブロツク1を架設し、合成樹脂発泡体よりな
る床下地材2を上記架台状ブロツク1間に敷き詰
め、配筋後コンクリートを打設してコンクリート
スラブSを形成する方法であるので、従来のごと
きコンクリート打設用の波型鋼板の敷設や、型枠
の構築等、面倒な作業が不要となると共に、床下
地材2自体も軽量にて取り扱い易く、非常に能率
的且つ容易なコンクリートスラブの施工が果たせ
ることになる。
According to the above-described construction method according to the present invention, pedestal-like blocks 1 are erected at predetermined intervals between appropriately constructed wall beams, etc., and a flooring material 2 made of synthetic resin foam is placed between the pedestal-like blocks 1. This method involves placing concrete in the concrete slab S after placing the reinforcing steel in the concrete slab S, which eliminates the tedious work such as laying corrugated steel plates for concrete pouring and constructing formwork, as in conventional methods. Not only is this unnecessary, but the subfloor material 2 itself is lightweight and easy to handle, making it possible to construct a concrete slab very efficiently and easily.

また、床下地材2の両側端a,aが架台状ブロ
ツク1の段部11等にて支承されるので、コンク
リートの打設の際に、床下地材2のたわみを有効
に防止でき、たわみ防止用としての補強板等も不
要であつて、一層能率的な施工が行なえることに
なる。さらに、合成樹脂発泡体による床下地材2
にて、コンクリートスラブ全体の軽量化が図れ、
遮音性、断熱性にも極めて優れたものとなる。ま
た、コンクリートcを打設する前に、床暖房用等
の配管の支持部を有する支持具4を、合成樹脂発
泡体よりなる床下地材2上に立設し、この支持具
4にて配管を床下地材2上より浮かせた状態で支
承した後、コンクリートを床下地材2及び架台状
ブロツク1上へ打設するものゆえ、配管施工が容
易となつて、床暖房等の配管をコンクリートc内
に簡単に埋設固定できるものとなつて、例えば温
水を床内部へ流通させる床暖房施工を容易且つコ
スト安価に行なうことができる。従つてコンクリ
ートスラブの施工工期の短縮化、施工コストの低
減化に大きく貢献できる施工方法を提供できるこ
とになる。
In addition, since both ends a, a of the floor base material 2 are supported by the step portions 11 of the pedestal block 1, it is possible to effectively prevent the floor base material 2 from deflecting during concrete pouring. There is no need for a reinforcing plate or the like for prevention, and construction can be carried out more efficiently. In addition, flooring material 2 made of synthetic resin foam
The overall weight of the concrete slab can be reduced,
It also has excellent sound insulation and heat insulation properties. In addition, before pouring the concrete c, a support 4 having a support part for pipes for floor heating, etc. is erected on the subfloor material 2 made of synthetic resin foam, and this support 4 is used to support the pipes. Since concrete is cast onto the subfloor material 2 and the pedestal block 1 after supporting it in a floating state above the subfloor material 2, piping construction becomes easy, and the pipes for floor heating etc. are placed on the concrete c. Since it can be easily embedded and fixed inside the floor, for example, underfloor heating construction in which hot water is circulated inside the floor can be carried out easily and at low cost. Therefore, it is possible to provide a construction method that can greatly contribute to shortening the construction period and reducing construction costs for concrete slabs.

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

図はこの発明の実施態様を例示するものであ
り、第1図はこの発明の実施に用いる架台状ブロ
ツクの斜視図、第2図〜第4図は施工過程を示す
断面図、第5図は配管施工時の斜視図、第6図は
変更例の断面図である。 1……架台状ブロツク、11……段部、12…
…カイザー筋、2……床下地材、3……配筋、H
……壁梁。
The figures illustrate embodiments of the present invention, and FIG. 1 is a perspective view of a pedestal block used for carrying out the invention, FIGS. 2 to 4 are cross-sectional views showing the construction process, and FIG. A perspective view at the time of piping construction, and FIG. 6 is a sectional view of a modified example. 1... Frame-like block, 11... Step part, 12...
...Kaiser reinforcement, 2...floor subfloor material, 3...reinforcement, H
...Wall beam.

Claims (1)

【特許請求の範囲】 1 適宜構築された壁梁等の梁間に、段部等にて
断面下方が拡大している架台状ブロツクを所定間
隔毎に架設し、合成樹脂発泡体よりなる床下地材
を、その両側端が上記した架台状ブロツクの断面
拡大部分にて支承されるように、架台状ブロツク
間に順次敷設し、適宜配筋を施し、さらに床暖房
用等の配管の支持部を有する支持具を、上記合成
樹脂発泡体よりなる床下地材上に立設し、該支持
具にて配管を床下地材上より浮かせた状態で支承
した後、コンクリートを上記床下地材及び架台状
ブロツク上へ打設することを特徴とするコンクリ
ートスラブの施工方法。 2 架台状ブロツクとして、上面にカイザー筋を
有するものを用いる上記特許請求の範囲第1項記
載のコンクリートスラブの施工方法。
[Scope of Claims] 1. A flooring material made of synthetic resin foam, in which pedestal-like blocks whose cross section is enlarged at a step or the like are erected at predetermined intervals between beams such as appropriately constructed wall beams. are successively laid between the pedestal-like blocks so that both ends thereof are supported by the enlarged cross-sectional portions of the pedestal-like blocks described above, and are appropriately reinforced with reinforcement, and further have support parts for piping for floor heating, etc. A support is erected on the floor base material made of the synthetic resin foam, and the pipe is supported in a suspended state above the floor base material by the support, and then concrete is placed on the floor base material and the pedestal block. A concrete slab construction method characterized by upward pouring. 2. The method of constructing a concrete slab according to claim 1, wherein the pedestal block has Kaiser reinforcements on its upper surface.
JP15360582A 1982-09-02 1982-09-02 Construction of concrete slab Granted JPS5944449A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15360582A JPS5944449A (en) 1982-09-02 1982-09-02 Construction of concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15360582A JPS5944449A (en) 1982-09-02 1982-09-02 Construction of concrete slab

Publications (2)

Publication Number Publication Date
JPS5944449A JPS5944449A (en) 1984-03-12
JPS6257772B2 true JPS6257772B2 (en) 1987-12-02

Family

ID=15566133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15360582A Granted JPS5944449A (en) 1982-09-02 1982-09-02 Construction of concrete slab

Country Status (1)

Country Link
JP (1) JPS5944449A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62107138A (en) * 1985-11-01 1987-05-18 株式会社フジタ Hollow slab construction method
JPS63151743A (en) * 1986-12-12 1988-06-24 日本カイザ−株式会社 Method for casting concrete floor panel
CN113463807B (en) * 2021-06-30 2022-04-26 北京天邦巨成科技有限公司 Double-truss system and floor support plate with same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5436496U (en) * 1977-08-17 1979-03-09

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5436496U (en) * 1977-08-17 1979-03-09

Also Published As

Publication number Publication date
JPS5944449A (en) 1984-03-12

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