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JP3701196B2 - Concrete slab embedding material, precast concrete board and hollow concrete slab - Google Patents
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JP3701196B2 - Concrete slab embedding material, precast concrete board and hollow concrete slab - Google Patents

Concrete slab embedding material, precast concrete board and hollow concrete slab Download PDF

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Publication number
JP3701196B2
JP3701196B2 JP2000390407A JP2000390407A JP3701196B2 JP 3701196 B2 JP3701196 B2 JP 3701196B2 JP 2000390407 A JP2000390407 A JP 2000390407A JP 2000390407 A JP2000390407 A JP 2000390407A JP 3701196 B2 JP3701196 B2 JP 3701196B2
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Prior art keywords
cross
concrete
embedding material
section
slab
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JP2000390407A
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JP2002188236A (en
Inventor
満 藪下
輝雄 伊東
勝 鍵谷
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油化三昌建材株式会社
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Description

【0001】
【発明の属する技術分野】
本発明はコンクリートスラブ用埋込材、プレキャストコンクリート板および中空コンクリートスラブに関するものである。
【0002】
【従来の技術】
中空コンクリートスラブは、図9の(1)および(2)に示すように、コンクリートスラブ用埋込材28を配設したプレキャストコンクリート板29上にトップコンクリート30が打設されて構築されている。この中空コンクリートスラブ31は軽く、かつコンクリートスラブ用埋込材28を配設しないスラブと同程度の重量床衝撃音性能を有している。
【0003】
【発明が解決しようとする課題】
しかし、上記の中空コンクリートスラブ31は、コンクリートスラブ用埋込材28の中空部32における上部コンクリート(以下上部シェルという)33と下部コンクリート(以下下部シェルという)34とが共振現象、いわゆる太鼓現象を起こすため、特に1KHZ前後の周波数帯域で軽量床衝撃音性能が著しく低下するという問題があった。
【0004】
本発明はこれらの問題に鑑みてなされたものであり、その目的は、上部シェルと下部シェルとが共振する太鼓現象を防ぐことができるコンクリートスラブ用埋込材、プレキャストコンクリート板および中空コンクリートスラブを提供することである。
【0005】
【課題を解決するための手段】
以上の課題を解決するための手段は、請求項1の発明が、上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたことを特徴とする。また請求項2の発明が、上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたコンクリートスラブ用埋込材を、コンクリート板の上面に設置してなることを特徴とする。また請求項3の発明が、上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたコンクリートスラブ用埋込材を、コンクリート板の上面に設置してプレキャストコンクリート板を形成し、該プレキャストコンクリート板を梁間に隣接状態で敷設して下床を形成し、該下床上にトップコンクリートを打設してなることを特徴とする。
【0006】
軽量床衝撃音性能を高めるコンクリートスラブ用埋込材を形成することができる。連結体で接続された分割片同士の間にトップコンクリートが打設される貫通溝が形成される。連結体を断面菱形、断面円形、断面矩形、断面台形としたので、連結片同士の間にトップコンクリートを簡単に打設することができる。連結体で接続された分割片同士間にトップコンクリートが打設されて上部シェルと下部シェルとが接合されるので、これらの共振現象、すなわち太鼓現象を防ぐことができる。連結体で接続された分割片同士の間にトップコンクリートが打設されると、コンクリートスラブ用埋込材が複数に分割されて中空コンクリートスラブ内に設置されたようになる。太鼓現象を防いで軽量床衝撃音性能を高めるプレキャストコンクリート板および中空コンクリートスラブを提供することができる。
【0007】
【発明の実施の形態】
以下、本発明のコンクリートスラブ用埋込材(以下埋込材という)、プレキャストコンクリート板(以下PC板という)および中空コンクリートスラブ(以下スラブという)の実施の形態を図面に基づいて説明する。はじめに埋込材について説明した後、この埋込材を使用したPC板およびスラブについての実施の形態について説明するが、各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成は異なった符号を付して説明する。
【0008】
図1は第1の実施の形態の埋込材1を示したものである。この埋込材1はポリスチレン系樹脂やポリオレフイン系樹脂などの発泡体であり、5つの分割片2同士が中央部における連結体3で接合されて構成されている。この連結体3は断面菱形に形成され、連結片同士間および連結体下側へのトップコンクリートの打設が簡単にできるようになっている。したがって、この埋込材1は、あたかも1個で、分割された複数の埋込材がプレキャストコンクリート板上に設置できるようになる。また、同図の(5)に示すように、分割片2に中空部4を設けて埋込材1全体を軽量にすることもできる。
【0009】
図2は第2の実施の形態の埋込材5を示したものである。この埋込材5は分割片2同士が2本の連結体3で接続して構成されたものであり、これ以外は埋込材1と同じ構成である。この埋込材5は分割片2同士の中央部に上下に貫通した貫通孔6が形成されている。
【0010】
図3は第3の実施の形態の埋込材7を示したものである。この埋込材7は連結体3を断面円形にしたものであり、これ以外は前記埋込材1と同じ構成である。また(3)の埋込材8は、上記の埋込材5と同様に分割片同士が2個の断面円形の連結体3で接続されたものである。
【0011】
なお、上記の分割片2は5個、すなわち一つの埋込材が5分割されているが、これ以上またはこれ以下の分割数であってもよい。
【0012】
図4は第4の実施の形態の埋込材9を示したものである。これらの埋込材9は4つの分割片2、すなわち図示するように、上下に貫通した平面十字形の貫通孔6を形成するように4つの分割片2を前後左右に並べて断面菱形の連結体3で接続したものである。この埋込材9も一つの埋込材が4分割されているが、これ以上またはこれ以下の分割数であってもよく、上記分割片2に図1の(5)に示すような中空部4を設けることもできる。
【0013】
また、上記のように4分割ではなく、長辺に沿って二分割した分割片2が断面菱形の連結体3で接続された埋込材を形成することもできる。この場合、分割片2は少なくとも1つ以上の連結体で接続されているものとする。
【0014】
また、上記の埋込材1、5、7、8、9における連結体3は断面菱形または断面円形に限らず、断面楕円形、断面三角形、断面方形または断面台形であってもよい。
【0015】
次に、上記の埋込材を使用したPC板の実施の形態について説明するが、この実施の形態において上記の実施の形態と同じ構成は同じ符号を付して説明し、異なった構成は異なった符号を付して説明する。
【0016】
図5はPC板10の実施の形態を示したものであり、このPC板10はコンクリート板11の長辺に沿って適宜間隔ごとに配筋されたトラス筋12間に埋込材1が設置されて構成されている。このトラス筋12は、三角形状に配置された一本の上弦筋13と二本の下弦筋14とが波形のラチス筋15で接合されたものであり、下弦筋14がコンクリート板11の曲げ補強筋16に接合されている。この埋込材1は分割片2が連結体3で接続されているため、あたかも5分割された埋込材がコンクリート板11に設置されたようになっており、各分割片2同士の間には上下に貫通した貫通溝17が形成されている。また連結体3が断面菱形であるため、前記貫通溝17や連結体下側にトップコンクリートが打設されやすくなっている。
【0017】
なお、上記のPC板10の他に第2〜第4の埋込材5、7、8、9を使用したPC板、あるいは第1〜第4の埋込材5、7、8、9を少なくとも二種以上使用したPC板を形成することもできる。
【0018】
次に、上記のPC板を使用したスラブの実施の形態について説明するが、この実施の形態において上記と同じ構成は同じ符号を付して説明し、異なった構成は異なった符号を付して説明する。
【0019】
図6〜図8はスラブ18の実施の形態を示し、このスラブ18はPC板10が長尺梁19と短尺梁20との間に敷設されて下床21が形成され、ここにスラブ上端筋22が配筋されるとともにトップコンクリート23が打設されて形成されたものである。このトップコンクリート23が分割片同士間の貫通溝17に打設されて上部シェル24と下部シェル25とを接続する接合部26が形成されている。この接合部26は連結体3を覆うようにして分割片同士間に形成されるので、あたかも埋込材が5分割されてスラブ18内に配設されたようになっている。すなわち、上部シェル24と下部シェル25とは、図8に示すように、各分割片同士間に形成された接合部26によって連結されている。したがって、上部シェル24と下部シェル25とは接合部26で一体となって剛性が高められるので、これらが共振する太鼓現象を防ぐことができるようになる。
【0020】
また上記のスラブ18の他に、第2〜第4の埋込材5、7、8、9を使用したPC板、あるいは第1〜第4の埋込材1、5、7、8、9を少なくとも二種以上組み合わせたPC板を使用したスラブを構築することもできる。
【0021】
【発明の効果】
軽量床衝撃音性能を高める埋込材を形成することができる。
【0022】
連結体で接続された分割片同士間にトップコンクリートが打設される貫通溝が形成される。
【0023】
連結体を断面菱形、断面円形、断面楕円形、断面三角形、断面方形、断面台形としたので、連結片同士間にトップコンクリートを簡単に打設することができる。
【0024】
連結体で接続された分割片同士間にトップコンクリートが打設されて上部シェルと下部シェルとが接合されるので、これらが共振する太鼓現象を防ぐことができる。
【0025】
連結体で接続された分割片同士間にトップコンクリートが打設されると、埋込材が分割されて中空コンクリートスラブ内に設置されたようになる。
【0026】
太鼓現象を防いで軽量床衝撃音性能を高めるプレキャストコンクリート板および中空コンクリートスラブを提供することができる。
【0027】
分割片同士間の貫通溝を排水用の水みちにすることができる。
【図面の簡単な説明】
【図1】第1の実施の形態の埋込材であり、(1)は平面図、(2)は側面図、(3)は(1)のA−A線断面図、(4)は同B−B線断面図、(5)は他の埋込材の断面図である。
【図2】第2の実施の形態の埋込材であり、(1)は平面図、(2)は(1)のC−C線断面図、(3)は同D−D線断面図である。
【図3】第3の実施の形態の埋込材であり、(1)は平面図、(2)は(1)のE−E線断面図、(3)は他の埋込材の断面図である。
【図4】第4の実施の形態の埋込材であり、(1)は平面図、(2)は(1)のF−F線断面図、(3)は同G−G線断面図である。
【図5】(1)はPC板の平面図、(2)は(1)のH−H線断面図、(3)は同I−I線断面図である。
【図6】スラブの一部切欠平面図である。
【図7】(1)〜(3)はスラブの断面図である。
【図8】スラブの上部シェルと下部シェルとの接合を示す接合部の断面図である。
【図9】(1)は従来のスラブの断面図、(2)は同じく従来のスラブの一部切欠断面図である。
【符号の説明】
1、5、7、8、9、28 埋込材
2 分割片
3 連結体
4、32 中空部
6 貫通孔
10、29 PC板
11 コンクリート板
12 トラス筋
13 上弦筋
14 下弦筋
15 ラチス筋
16 曲げ補強筋
17 貫通溝
18、31 スラブ
19 長尺梁
20 短尺梁
21 下床
22 スラブ上端筋
23、30 トップコンクリート
24、33 上部シェル
25、34 下部シェル
26 接合部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concrete slab embedding material, a precast concrete board, and a hollow concrete slab.
[0002]
[Prior art]
As shown in FIGS. 9 (1) and (2), the hollow concrete slab is constructed by placing a top concrete 30 on a precast concrete plate 29 provided with an embedding material 28 for concrete slab. The hollow concrete slab 31 is light and has a heavy floor impact sound performance comparable to that of a slab in which the concrete slab embedding material 28 is not disposed.
[0003]
[Problems to be solved by the invention]
However, in the hollow concrete slab 31 described above, the upper concrete (hereinafter referred to as the upper shell) 33 and the lower concrete (hereinafter referred to as the lower shell) 34 in the hollow portion 32 of the concrete slab embedding material 28 exhibit a resonance phenomenon, a so-called taiko phenomenon. Therefore, there is a problem that the light floor impact sound performance is remarkably deteriorated particularly in a frequency band around 1 KHZ.
[0004]
The present invention has been made in view of these problems, and an object of the present invention is to provide a concrete slab embedding material, a precast concrete plate, and a hollow concrete slab capable of preventing a drum phenomenon in which an upper shell and a lower shell resonate. Is to provide.
[0005]
[Means for Solving the Problems]
Means for solving the above problem is that the invention of claim 1 is arranged such that four divided pieces are arranged in the front, rear, left and right so as to form a planar cross-shaped through-hole penetrating vertically, and these divided pieces are diamond-shaped in cross section. characterized by a kite joined at one of the coupling body of circular cross section or an oval cross section. Further, in the invention of claim 2, four divided pieces are arranged in the front, rear, left and right so as to form a planar cross-shaped through-hole penetrating vertically, and these divided pieces are any one of a rhombus cross section, a cross section circle or a cross section ellipse. the concrete slab embedding material joined by a connecting body, is characterized by being placed on the upper surface of the concrete plate. Further, in the invention of claim 3, four divided pieces are arranged in the front, rear, left and right so as to form a planar cross-shaped through-hole penetrating vertically, and these divided pieces are either a cross-sectional rhombus, a circular cross-section or an elliptical cross-section. the concrete slab embedding material joined by a connecting member, installed on the top surface of the concrete plate forming a precast concrete plate, to form the lower floor laying the precast concrete plate adjacent state Harima, A top concrete is cast on the lower floor.
[0006]
It is possible to form a concrete slab embedding material that enhances lightweight floor impact sound performance. A through groove into which the top concrete is placed is formed between the divided pieces connected by the coupling body. Since the connecting body has a diamond-shaped cross section, a circular cross section, a rectangular cross section, and a trapezoidal cross section, the top concrete can be easily placed between the connecting pieces. Since the top concrete is placed between the divided pieces connected by the coupling body and the upper shell and the lower shell are joined, these resonance phenomena, that is, the drum phenomenon can be prevented. When the top concrete is placed between the divided pieces connected by the connecting body, the concrete slab embedding material is divided into a plurality of parts and installed in the hollow concrete slab. It is possible to provide a precast concrete board and a hollow concrete slab that prevent the drum phenomenon and improve the lightweight floor impact sound performance.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of a concrete slab embedding material (hereinafter referred to as an embedding material), a precast concrete plate (hereinafter referred to as a PC plate) and a hollow concrete slab (hereinafter referred to as a slab) according to the present invention will be described below with reference to the drawings. First, after describing the embedding material, embodiments of the PC board and slab using this embedding material will be described. In each embodiment, the same components are described with the same reference numerals, and different configurations are described. Are described with different reference numerals.
[0008]
FIG. 1 shows an embedding material 1 according to a first embodiment. The embedding material 1 is a foamed material such as a polystyrene-based resin or a polyolefin-based resin, and is composed of five divided pieces 2 joined together by a connecting body 3 at the center. The connecting body 3 is formed in a rhombus shape so that top concrete can be easily placed between connecting pieces and below the connecting body. Therefore, the embedding material 1 is as if it is one, and a plurality of divided embedding materials can be installed on the precast concrete board. Moreover, as shown to (5) of the figure, the hollow part 4 can be provided in the division piece 2, and the whole embedding material 1 can also be reduced in weight.
[0009]
FIG. 2 shows the embedding material 5 of the second embodiment. The embedding material 5 is configured by connecting the divided pieces 2 with two connecting bodies 3, and the other configuration is the same as that of the embedding material 1. The embedding material 5 has a through-hole 6 penetrating vertically in the center between the split pieces 2.
[0010]
FIG. 3 shows the embedding material 7 of the third embodiment. This embedding material 7 is obtained by making the connecting body 3 into a circular cross section, and the other configuration is the same as the embedding material 1. Further, the embedded material 8 of (3) is obtained by connecting the divided pieces with two connecting bodies 3 having a circular cross section, like the embedded material 5 described above.
[0011]
In addition, although the said divided piece 2 is five pieces, ie, one embedding material is divided into five, the division | segmentation number beyond this or less may be sufficient.
[0012]
FIG. 4 shows an embedding material 9 according to the fourth embodiment. These embedding materials 9 include four divided pieces 2, that is, a connecting body having a rhombus cross section in which four divided pieces 2 are arranged in the front, rear, left, and right directions so as to form a planar cross-shaped through hole 6 penetrating vertically. 3 is connected. Although this embedding material 9 is also divided into four embedding materials, the number of divisions may be more or less than this, and a hollow portion as shown in FIG. 4 can also be provided.
[0013]
Moreover, the embedding material by which the division piece 2 divided into 2 along the long side was connected by the coupling body 3 of a rhombus cross section instead of dividing into 4 as mentioned above can also be formed. In this case, it is assumed that the divided pieces 2 are connected by at least one connecting body.
[0014]
In addition, the connecting body 3 in the above-described embedding materials 1, 5, 7, 8, and 9 is not limited to a rhombus cross section or a cross section circle, but may be an oval cross section, a cross section triangle, a cross section square, or a cross section trapezoid.
[0015]
Next, an embodiment of a PC board using the above-described embedding material will be described. In this embodiment, the same configuration as the above-described embodiment is described with the same reference numeral, and different configurations are different. A description will be given with reference numerals.
[0016]
FIG. 5 shows an embodiment of the PC board 10, and the PC board 10 has the embedded material 1 installed between the truss bars 12 arranged at appropriate intervals along the long side of the concrete board 11. Has been configured. In this truss bar 12, one upper chord 13 and two lower chords 14 arranged in a triangular shape are joined by a corrugated lattice 15, and the lower chord 14 is bent to reinforce the concrete plate 11. It is joined to the muscle 16. Since this embedded material 1 has divided pieces 2 connected by a connecting body 3, it is as if the embedded material divided into five parts is installed on the concrete plate 11, and between the divided pieces 2. A through groove 17 penetrating vertically is formed. Moreover, since the connection body 3 has a rhombus cross section, the top concrete is easily placed on the through groove 17 or the lower side of the connection body.
[0017]
In addition to the above-described PC plate 10, a PC plate using the second to fourth embedded materials 5, 7, 8, 9 or the first to fourth embedded materials 5, 7, 8, 9 is used. It is also possible to form a PC plate using at least two kinds.
[0018]
Next, an embodiment of a slab using the above-mentioned PC board will be described. In this embodiment, the same components as those described above are described with the same reference numerals, and different configurations are labeled with different reference numerals. explain.
[0019]
6 to 8 show an embodiment of a slab 18, in which a PC plate 10 is laid between a long beam 19 and a short beam 20 to form a lower floor 21, in which a slab upper end muscle is formed. 22 is arranged and top concrete 23 is cast and formed. This top concrete 23 is driven into the through-groove 17 between the divided pieces to form a joint portion 26 that connects the upper shell 24 and the lower shell 25. Since the joint portion 26 is formed between the divided pieces so as to cover the connecting body 3, it is as if the embedded material is divided into five parts and disposed in the slab 18. That is, as shown in FIG. 8, the upper shell 24 and the lower shell 25 are connected by a joint portion 26 formed between the divided pieces. Therefore, the upper shell 24 and the lower shell 25 are integrated with each other at the joint portion 26 to increase the rigidity, so that the drum phenomenon in which they resonate can be prevented.
[0020]
In addition to the slab 18 described above, a PC plate using the second to fourth embedded materials 5, 7, 8, 9 or the first to fourth embedded materials 1, 5, 7, 8, 9 It is also possible to construct a slab using a PC board in which at least two kinds are combined.
[0021]
【The invention's effect】
It is possible to form an embedding material that enhances lightweight floor impact sound performance.
[0022]
A through groove in which the top concrete is placed is formed between the divided pieces connected by the coupling body.
[0023]
Since the connecting body has a diamond-shaped cross section, a circular cross section, an elliptical cross section, a triangular cross section, a square cross section, and a trapezoidal cross section, the top concrete can be easily placed between the connecting pieces.
[0024]
Since the top concrete is placed between the divided pieces connected by the connecting body and the upper shell and the lower shell are joined, the drum phenomenon in which these resonate can be prevented.
[0025]
When the top concrete is placed between the divided pieces connected by the connecting body, the embedded material is divided and installed in the hollow concrete slab.
[0026]
It is possible to provide a precast concrete board and a hollow concrete slab that prevent the drum phenomenon and enhance the lightweight floor impact sound performance.
[0027]
The through groove between the divided pieces can be used as a drainage water channel.
[Brief description of the drawings]
FIG. 1 shows an embedding material according to a first embodiment, wherein (1) is a plan view, (2) is a side view, (3) is a sectional view taken along line AA in (1), and (4) is Sectional view along the line B-B, (5) is a sectional view of another embedding material.
FIG. 2 is an embedding material according to a second embodiment, wherein (1) is a plan view, (2) is a cross-sectional view taken along the line CC of (1), and (3) is a cross-sectional view taken along the line DD. It is.
FIGS. 3A and 3B show an embedding material according to a third embodiment, wherein FIG. 3A is a plan view, FIG. 3B is a cross-sectional view taken along line EE in FIG. FIG.
FIGS. 4A and 4B show an embedding material according to a fourth embodiment, wherein FIG. 4A is a plan view, FIG. 4B is a cross-sectional view taken along line FF in FIG. It is.
5A is a plan view of a PC board, FIG. 5B is a cross-sectional view taken along the line HH of FIG. 1A, and FIG. 5C is a cross-sectional view taken along the line II of FIG.
FIG. 6 is a partially cutaway plan view of a slab.
FIGS. 7A to 7C are cross-sectional views of a slab.
FIG. 8 is a cross-sectional view of the joint showing the joint between the upper shell and the lower shell of the slab.
9A is a sectional view of a conventional slab, and FIG. 9B is a partially cutaway sectional view of the conventional slab.
[Explanation of symbols]
1, 5, 7, 8, 9, 28 Embedding material 2 Divided piece 3 Linked body 4, 32 Hollow portion 6 Through hole 10, 29 PC plate 11 Concrete plate 12 Truss 13 Upper chord 14 Lower chord 15 Lattice 16 Bending Reinforcing bar 17 Through groove 18, 31 Slab 19 Long beam 20 Short beam 21 Lower floor 22 Slab upper end bar 23, 30 Top concrete 24, 33 Upper shell 25, 34 Lower shell 26 Joint

Claims (3)

上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたことを特徴とするコンクリートスラブ用埋込材。Arranged four divided pieces so as to form a planar cross-shaped through-hole penetrating vertically to and fro, and octopus these split pieces are joined by cross rhombic, circular cross section or any of the coupling member of an elliptical section An embedding material for concrete slabs. 上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたコンクリートスラブ用埋込材を、コンクリート板の上面に設置してなることを特徴とするプレキャストコンクリート板。Four divided pieces are arranged side by side so as to form a planar cross-shaped through-hole penetrating up and down, and these divided pieces are joined by a connecting body having a cross-sectional rhombus, circular cross-section, or elliptical cross-section . A precast concrete board, wherein a concrete slab embedding material is installed on an upper surface of a concrete board. 上下に貫通した平面十字形の貫通孔を形成するように4つの分割片を前後左右に並べ、これらの分割片が断面菱形、断面円形または断面楕円形のいずれかの連結体で接合されたコンクリートスラブ用埋込材を、コンクリート板の上面に設置してプレキャストコンクリート板を形成し、該プレキャストコンクリート板を梁間に隣接状態で敷設して下床を形成し、該下床上にトップコンクリートを打設してなることを特徴とする中空コンクリートスラブ。Four divided pieces are arranged side by side so as to form a planar cross-shaped through-hole penetrating up and down, and these divided pieces are joined by a connecting body having a cross-sectional rhombus, circular cross-section, or elliptical cross-section . A concrete slab embedding material is placed on the top surface of the concrete plate to form a precast concrete plate, and the precast concrete plate is laid adjacently between the beams to form a lower floor, and the top concrete is cast on the lower floor. A hollow concrete slab characterized by being provided.
JP2000390407A 2000-12-22 2000-12-22 Concrete slab embedding material, precast concrete board and hollow concrete slab Expired - Lifetime JP3701196B2 (en)

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WO2019148300A1 (en) * 2018-02-05 2019-08-08 Plascon Plastics Corporation Lattice of hollow bodies for use in the manufacture of reinforced concrete floor slabs
US11566423B2 (en) 2021-03-08 2023-01-31 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports

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CN100366844C (en) * 2003-06-30 2008-02-06 邱则有 Thin wall mould component
CN1236171C (en) * 2003-07-11 2006-01-11 邱则有 A hollow member for concrete
CN100370094C (en) * 2003-07-11 2008-02-20 邱则有 Hollow component for concrete
CN100455749C (en) * 2003-07-13 2009-01-28 邱则有 Concrete cavity construction member
CN100400764C (en) * 2003-08-04 2008-07-09 邱则有 Hollow shuttering member for cast-in-situ concrete
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CN100445484C (en) * 2003-10-01 2008-12-24 邱则有 a formwork member
CN106639100B (en) * 2016-12-26 2019-02-05 江苏建筑职业技术学院 Construction Method of Hollow Array Type Cylinder Concrete Thick Plate

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Publication number Priority date Publication date Assignee Title
WO2019148300A1 (en) * 2018-02-05 2019-08-08 Plascon Plastics Corporation Lattice of hollow bodies for use in the manufacture of reinforced concrete floor slabs
US11566423B2 (en) 2021-03-08 2023-01-31 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports

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