JP2002188236A - Embedded material for concrete slab, precast concrete slab and void concrete slab - Google Patents
Embedded material for concrete slab, precast concrete slab and void concrete slabInfo
- Publication number
- JP2002188236A JP2002188236A JP2000390407A JP2000390407A JP2002188236A JP 2002188236 A JP2002188236 A JP 2002188236A JP 2000390407 A JP2000390407 A JP 2000390407A JP 2000390407 A JP2000390407 A JP 2000390407A JP 2002188236 A JP2002188236 A JP 2002188236A
- Authority
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- Japan
- Prior art keywords
- concrete slab
- embedding material
- concrete
- section
- cross
- 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.)
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】[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。The present invention relates to an embedding material for a concrete slab, a precast concrete plate and a hollow concrete slab.
【0002】[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2
9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。2. Description of the Related Art As shown in FIGS. 9A and 9B, a hollow concrete slab is made of a precast concrete plate 2 on which an embedding material 28 for a concrete slab is disposed.
9, a top concrete 30 is cast and constructed. The hollow concrete slab 31 is light and has the same heavy floor impact sound performance as a slab without the concrete slab embedding material 28 disposed therein.
【0003】[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。However, the hollow concrete slab 31 is composed of an upper concrete (hereinafter, referred to as an upper shell) 33 and a lower concrete (hereinafter, referred to as a lower shell) 34 in a hollow portion 32 of the embedding material 28 for the concrete slab. Causes a resonance phenomenon, that is, a so-called drum phenomenon, so that there is a problem that the lightweight floor impact sound performance is remarkably reduced particularly in a frequency band around 1 KHZ.
【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。The present invention has been made in view of these problems, and an object thereof is to provide an embedding material for a concrete slab, a precast concrete plate, and a hollow member capable of preventing a drum phenomenon in which an upper shell and a lower shell resonate. It is to provide concrete slabs.
【0005】[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の発明のコンクリートスラブ用埋
込材が、複数の分割片が連結体で接合されてなることを
特徴とし、また請求項2の発明のコンクリートスラブ用
埋込材は、請求項1において、分割片は短辺、長辺また
は短辺および長辺に沿って分割して形成されたことを特
徴とし、また請求項3の発明のコンクリートスラブ用埋
込材は、請求項1または2において、分割片同士の間は
上下に貫通していることを特徴とし、また請求項4の発
明のコンクリートスラブ用埋込材は、請求項1〜3のい
ずれかにおいて、連結体は断面菱形、断面円形、断面楕
円形、断面三角形、断面方形、断面台形であることを特
徴とし、また請求項5の発明のプレキャストコンクリー
ト板は、請求項1〜4に記載のコンクリートスラブ用埋
込材のうちの少なくとも一種以上をコンクリート板に設
置してなることを特徴とし、また請求項6の発明の中空
コンクリートスラブは、請求項5に記載のプレキャスト
コンクリート板のうちの少なくとも一種以上を梁間に隣
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。Means for solving the above problems are characterized in that the embedding material for concrete slab according to the first aspect of the present invention is formed by joining a plurality of divided pieces with a connecting body. The embedding material for concrete slab of the invention according to claim 2 is characterized in that, in claim 1, the divided piece is formed by being divided along the short side, the long side or the short side and the long side, The embedding material for concrete slabs according to the third aspect of the present invention is characterized in that, in the first or second aspect, the divided pieces penetrate vertically, and the embedding material for the concrete slab according to the fourth aspect of the invention. The precast concrete according to any one of claims 1 to 3, wherein the connecting member has a rhombic cross section, a circular cross section, an elliptical cross section, a triangular cross section, a rectangular cross section, or a trapezoidal cross section. Claim 1 A concrete concrete board is provided with at least one or more of the concrete slab embedding materials according to claim 4. The hollow concrete slab according to claim 6 is a precast concrete board according to claim 5. At least one of them is laid between beams to form a lower floor, and top concrete is cast on the lower floor.
【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。[0006] An embedding material for a concrete slab that enhances the performance of a lightweight floor impact sound can be formed. A through groove into which top concrete is cast is formed between the divided pieces connected by the connecting body. Since the connecting body has a rhombic cross section, a circular cross section, a rectangular cross section, and a trapezoidal cross section, top concrete can be easily cast between the connecting pieces. Since top concrete is cast between the divided pieces connected by the connecting 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 poured between the divided pieces connected by the connecting member, the concrete slab embedding material is divided into a plurality of pieces and installed in the hollow concrete slab. It is possible to provide a precast concrete plate and a hollow concrete slab which prevent a drum phenomenon and enhance a lightweight floor impact sound performance.
【0007】[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。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of an embedding material for concrete slab (hereinafter referred to as embedding material), a precast concrete plate (hereinafter referred to as PC board) and a hollow concrete slab (hereinafter referred to as slab) of the present invention will be described below. It will be described based on. First, the embedding material will be described, and then embodiments of PC boards and slabs using the embedding material will be described. In each embodiment, the same components are denoted by the same reference numerals, and different configurations are described. Will be described with different reference numerals.
【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。FIG. 1 shows an embedding material 1 according to the first embodiment. The embedding material 1 is a foam such as a polystyrene-based resin or a polyolefin-based resin, and is configured such that five divided pieces 2 are joined to each other by a connecting body 3 at the center. The connecting body 3 is formed to have a rhombic cross section so that top concrete can be easily poured between the connecting pieces and below the connecting body. Therefore, the embedding material 1 is as if it were one, and a plurality of divided embedding materials can be installed on the precast concrete plate.
Also, as shown in (5) of FIG.
And the weight of the entire embedding material 1 can be reduced.
【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。FIG. 2 shows an embedding material 5 according to a second embodiment. The embedding material 5 is configured by connecting the divided pieces 2 with two connecting bodies 3, and has the same configuration as the embedding material 1 except for this. This embedding material 5 has a through hole 6 penetrating vertically in the center of the divided pieces 2.
【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。FIG. 3 shows an embedding material 7 according to a third embodiment. The embedding material 7 is obtained by forming the connecting body 3 into a circular cross section, and has the same configuration as that of the embedding material 1 except for this. In the embedding material 8 of (3), similarly to the embedding material 5 described above, the divided pieces are connected by two connecting bodies 3 having circular cross sections.
【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。Although the above-mentioned divided pieces 2 are divided into five pieces, that is, one embedding material is divided into five pieces, the number of divided pieces may be more or less.
【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
なわち長辺と短辺に沿って分割した分割片2を断面菱形
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。FIG. 4 shows an embedding material 9 according to a fourth embodiment. These embedding materials 9 are obtained by connecting four divided pieces 2, that is, the divided pieces 2 divided along the long side and the short side by a connecting body 3 having a rhombic cross section. This embedding material 9 is also formed by dividing one embedding material into four. However, the number of divisions may be more or less than this, and the above-mentioned divided piece 2 may have a hollow portion as shown in FIG. 4 can also be provided.
【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。In addition, instead of being divided into four parts as described above, it is also possible to form an embedding material in which the divided pieces 2 divided into two along the long side are connected by a connecting body 3 having a rhombic cross section. In this case, it is assumed that the divided pieces 2 are connected by at least one or more connected bodies.
【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。The connecting members 3 in the embedding members 1, 5, 7, 8, and 9 are not limited to a rhombic cross section or a circular cross section, but may be an elliptical cross section, a triangular cross section, a rectangular cross section, or a trapezoidal cross section. .
【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。Next, an embodiment of a PC board using the above-described embedding material will be described. In this embodiment, the same components as those of the above-described embodiment are denoted by the same reference numerals and described, and different components will be described. The configuration will be described with different reference numerals.
【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。FIG. 5 shows an embodiment of the PC board 10. The PC board 10 is embedded between truss bars 12 arranged at appropriate intervals along the long side of the concrete board 11. 1 is installed and configured. This truss bar 12
Is formed by joining one upper chordal bar 13 and two lower chordal bars 14 arranged in a triangular shape with a corrugated lattice bar 15, and the lower chord bar 14 is a bending reinforcement bar 16 of the concrete plate 11.
Is joined to. This embedding material 1 has a divided piece 2
As a result, the embedding material divided into five parts is provided on the concrete plate 11, and a through groove 17 penetrating vertically is formed between the divided pieces 2. . Further, since the connecting body 3 has a rhombic cross section, top concrete is easily poured into the through groove 17 and the lower side of the connecting body.
【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。In addition to the above-mentioned PC board 10, second to fourth
Or a PC board using at least two or more of the first to fourth embedding materials 5, 7, 8, 9 can be formed.
【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。Next, an embodiment of a slab using the above-described PC board will be described. In this embodiment, the same components as those described above are denoted by the same reference numerals, and different components are denoted by different reference numerals. A description is given below.
【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。FIGS. 6 to 8 show an embodiment of the slab 18. In the slab 18, the PC board 10 is laid between the long beam 19 and the short beam 20, and the lower floor 21 is formed. It is formed by arranging the upper slab reinforcement 22 and casting the top concrete 23. The top concrete 23 is cast in the through groove 17 between the divided pieces to form a joint 26 connecting the upper shell 24 and the lower shell 25. Since the joining portion 26 is formed between the divided pieces so as to cover the connecting body 3, it is as if the embedding material was divided into five 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 26 formed between the divided pieces. Therefore,
Since the upper shell 24 and the lower shell 25 are integrally formed at the joint 26 to increase rigidity, it is possible to prevent the drum phenomenon in which these resonate.
【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。In addition to the slab 18, the second to fourth
A slab using a PC board using the embedding materials 5, 7, 8, 9 of the above or a PC board combining at least two or more of the first to fourth embedding materials 1, 5, 7, 8, 9 is used. Can also be built.
【0021】[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。According to the present invention, it is possible to form an embedding material that enhances the performance of a lightweight floor impact sound.
【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。A through groove into which top concrete is cast is formed between the divided pieces connected by the connecting member.
【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。Since the connecting body has a rhombic cross section, a circular cross section, an oval cross section, a triangular cross section, a rectangular cross section, and a trapezoidal cross section, top concrete can be easily cast between the connecting pieces.
【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。Since the upper shell and the lower shell are joined between the divided pieces connected by the connecting body and the upper shell and the lower shell are joined, it is possible to prevent a drum phenomenon in which these resonate.
【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。When the top concrete is poured between the divided pieces connected by the connecting member, the embedding material is divided and installed as in a hollow concrete slab.
【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。The present invention can provide a precast concrete plate and a hollow concrete slab which prevent the drum phenomenon and enhance the light floor impact sound performance.
【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。[0027] The through groove between the divided pieces can be made into a water channel for drainage.
【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。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 cross-sectional view taken along the line AA of (1), and (4) is FIG. 5B is a cross-sectional view of the same BB line, and FIG. 5B is a cross-sectional view of another embedding material.
【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。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 line CC of (1), and (3) is a cross-sectional view of the same.
FIG. 4 is a sectional view taken along line D.
【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。FIG. 3 is an embedding material according to a third embodiment, (1) is a plan view, (2) is a cross-sectional view taken along line EE of (1), and (3) is a cross section of another embedding material. FIG.
【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。FIG. 4 is an embedding material according to a fourth embodiment, wherein (1) is a plan view, (2) is a cross-sectional view taken along line FF of (1), and (3) is G
It is a G line sectional view.
【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。5 (1) is a plan view of a PC board, and FIG. 5 (2) is H of FIG.
FIG. 3 is a cross-sectional view taken along the line H, and FIG. 3C is a cross-sectional view taken along the line II.
【図6】スラブの一部切欠平面図である。FIG. 6 is a partially cutaway plan view of a slab.
【図7】(1)〜(3)はスラブの断面図である。FIG. 7 is a cross-sectional view of a slab.
【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。FIG. 8 is a cross-sectional view of a joint showing a joint between an upper shell and a lower shell of the slab.
【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。9A is a sectional view of a conventional slab, and FIG. 9B is a partially cutaway sectional view of the conventional slab.
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 Reference Signs List 1, 5, 7, 8, 9, 28 Embedding material 2 Split piece 3 Connecting body 4, 32 Hollow part 6 Through hole 10, 29 PC board 11 Concrete board 12 Truss bar 13 Upper chord bar 14 Lower chord bar 15 Lattice bar 16 Bending Reinforcing bars 17 Through grooves 18, 31 Slabs 19 Long beams 20 Short beams 21 Lower floor 22 Upper slab reinforcement 23, 30 Top concrete 24, 33 Upper shell 25, 34 Lower shell 26 Joint
Claims (6)
ことを特徴とするコンクリートスラブ用埋込材。1. An embedding material for a concrete slab, wherein a plurality of divided pieces are joined by a connecting body.
辺に沿って分割して形成されたことを特徴とする請求項
1に記載のコンクリートスラブ用埋込材。2. The embedding material for a concrete slab according to claim 1, wherein the divided piece is formed by being divided along the short side, the long side, or the short side and the long side.
とを特徴とする請求項1または2に記載のコンクリート
スラブ用埋込材。3. The concrete slab embedding material according to claim 1, wherein the divided pieces penetrate vertically.
形、断面三角形、断面方形、断面台形であることを特徴
とする請求項1〜3のいずれかに記載のコンクリートス
ラブ用埋込材。4. The embedding material for concrete slab according to claim 1, wherein the connecting body has a rhombic cross section, a circular cross section, an elliptical cross section, a triangular cross section, a rectangular cross section, and a trapezoidal cross section. .
ブ用埋込材のうちの少なくとも一種以上をコンクリート
板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。5. A precast concrete plate, wherein at least one or more of the concrete slab embedding materials according to claim 1 is installed on a concrete plate.
ート板のうちの少なくとも一種以上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。6. A lower floor is formed by laying at least one or more of the precast concrete plates according to claim 5 between beams so as to form a lower floor, and top concrete is cast on the lower floor. And hollow concrete slab.
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JP2000390407A JP3701196B2 (en) | 2000-12-22 | 2000-12-22 | Concrete slab embedding material, precast concrete board and hollow concrete slab |
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Application Number | Priority Date | Filing Date | Title |
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JP2000390407A JP3701196B2 (en) | 2000-12-22 | 2000-12-22 | Concrete slab embedding material, precast concrete board and hollow concrete slab |
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JP2002188236A true JP2002188236A (en) | 2002-07-05 |
JP3701196B2 JP3701196B2 (en) | 2005-09-28 |
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JP2000390407A Expired - Lifetime JP3701196B2 (en) | 2000-12-22 | 2000-12-22 | Concrete slab embedding material, precast concrete board and hollow concrete slab |
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Cited By (8)
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CN100366844C (en) * | 2003-06-30 | 2008-02-06 | 邱则有 | Thin wall mould component |
CN100370094C (en) * | 2003-07-11 | 2008-02-20 | 邱则有 | Hollow component for concrete |
CN100386490C (en) * | 2003-07-11 | 2008-05-07 | 邱则有 | Hollow component for concrete |
CN100434611C (en) * | 2003-09-15 | 2008-11-19 | 邱则有 | Lightweight mould member for cast-in-situ concrete |
CN100434612C (en) * | 2003-08-04 | 2008-11-19 | 邱则有 | Shuttering structural component of cavity for casting concrete on site |
CN100445490C (en) * | 2003-07-13 | 2008-12-24 | 邱则有 | Openweb structural component in use for concrete |
CN100445484C (en) * | 2003-10-01 | 2008-12-24 | 邱则有 | Shuttering member |
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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 |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100366844C (en) * | 2003-06-30 | 2008-02-06 | 邱则有 | Thin wall mould component |
CN100370094C (en) * | 2003-07-11 | 2008-02-20 | 邱则有 | Hollow component for concrete |
CN100386490C (en) * | 2003-07-11 | 2008-05-07 | 邱则有 | Hollow component for concrete |
CN100445490C (en) * | 2003-07-13 | 2008-12-24 | 邱则有 | Openweb structural component in use for concrete |
CN100434612C (en) * | 2003-08-04 | 2008-11-19 | 邱则有 | Shuttering structural component of cavity for casting concrete on site |
CN100434611C (en) * | 2003-09-15 | 2008-11-19 | 邱则有 | Lightweight mould member for cast-in-situ concrete |
CN100458054C (en) * | 2003-09-15 | 2009-02-04 | 邱则有 | Structural component of molding bed in lightweight for casting concrete on site |
CN100445484C (en) * | 2003-10-01 | 2008-12-24 | 邱则有 | Shuttering member |
CN106639100A (en) * | 2016-12-26 | 2017-05-10 | 江苏建筑职业技术学院 | Hollow array type cylinder concrete thick plate construction method |
CN106639100B (en) * | 2016-12-26 | 2019-02-05 | 江苏建筑职业技术学院 | Hollow array cylinder Concrete Thick board construction method |
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