JPH0754485A - After-bond type pc slab and placing method of concrete by use thereof - Google Patents

After-bond type pc slab and placing method of concrete by use thereof

Info

Publication number
JPH0754485A
JPH0754485A JP20486593A JP20486593A JPH0754485A JP H0754485 A JPH0754485 A JP H0754485A JP 20486593 A JP20486593 A JP 20486593A JP 20486593 A JP20486593 A JP 20486593A JP H0754485 A JPH0754485 A JP H0754485A
Authority
JP
Japan
Prior art keywords
concrete
plate
epoxy resin
bond type
slab
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.)
Granted
Application number
JP20486593A
Other languages
Japanese (ja)
Other versions
JP3195972B2 (en
Inventor
Yoshihiro Yaeda
義博 八重田
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP20486593A priority Critical patent/JP3195972B2/en
Publication of JPH0754485A publication Critical patent/JPH0754485A/en
Application granted granted Critical
Publication of JP3195972B2 publication Critical patent/JP3195972B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To prevent cracks in placing concrete and peeling off of concrete due to permeation of water. CONSTITUTION:An age hardening epoxy resin 3 with which a latent curing agent having a characteristic reacting by an activation-starting mechanism like heat, light, humidity, pressure, etc., is mixed, is applied on the surface of a PC slab 2. And further, a protective polyethylene sheet 4 is stuck on the surface to form an after-bond type PC slab 1. Concrete 5 is placed on the PC slab 1. The latent curing agent begins activating owing to the heat and pressure of the placed concrete and the concrete is unified with the PC slab 2 while absorbing cracks resulting from placing of concrete. In this way, cracks are prevented and hence, the durability is increased.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリートの打設に
よって相当期間経過後においてもコンクリートおよび埋
設型PC版側にクラック等が発生しないアフターボンド
型PC版とそれを用いたコンクリート打設方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an after-bond type PC plate in which cracks and the like do not occur on the concrete side and the embedded type PC plate side even after a considerable period has elapsed due to the pouring of concrete, and a concrete pouring method using the same. .

【0002】[0002]

【従来の技術】図6に示すように、埋設型PC版8とし
ては打設コンクリート5との一体化の強度を向上するた
めに打設側の表面に凹凸部9を形成するものが採用され
ていた。また、図7に示すように打設コンクリート5の
温度応力等による埋設PC版8のクラックを防止するた
めに裏面をフラットにして縁切り部10を形成するもの
が採用されていた。
2. Description of the Related Art As shown in FIG. 6, an embedding type PC plate 8 having an uneven portion 9 on the surface of the pouring side is adopted in order to improve the strength of integration with the pouring concrete 5. Was there. Further, as shown in FIG. 7, in order to prevent the embedded PC plate 8 from cracking due to the temperature stress of the cast concrete 5 and the like, a back surface is flattened to form the edge cut portion 10 has been adopted.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、最近増
加の傾向のある埋設型PC版を型枠にして大型のマスコ
ンクリートを打設するケースの場合には前記の従来技術
では次のような問題点が生じる。まず、図6に示したも
のでは打設コンクリートの温度応力が大きく、その引張
力により埋設型PC版8にクラックが入り耐久性が低下
する問題点が生じる。また、図7に示したような縁切り
部10を有するものでは温度応力の吸収は可能である
が、縁切り部10に水が浸透し埋設型PC版8の剥離が
生じ、構造物の耐久性が低下する問題点が生じる。
However, in the case of placing a large mass concrete using a buried PC plate, which has been increasing recently, as a mold, the above-mentioned prior art has the following problems. Occurs. First, in the structure shown in FIG. 6, the temperature stress of the cast concrete is large, and the tensile force thereof causes cracks in the embedded PC plate 8 to lower the durability. Moreover, although the one having the edge cut portion 10 as shown in FIG. 7 can absorb the temperature stress, water penetrates into the edge cut portion 10 and the embedded PC plate 8 is peeled off, so that the durability of the structure is improved. There arises a problem of deterioration.

【0004】本発明は、以上の問題点を解決するもの
で、コンクリート打設直後に生じる変位および温度応力
による打設コンクリートのクラックや打設直後の初期ク
ラック又は四季の外気温変化を受けて生じるクラックや
光,湿気等の影響によって生じるクラック等の各種のク
ラックが発生した後にPC版と打設コンクリートとの一
体化,固形化が完了するようにするものである。すなわ
ち、具体的には、コンクリート打設後、最大1年程度の
間は自由に変形できるように未硬化状態を保持させると
共にその間に打設コンクリートとPC版の間に水の浸入
を防止する付着性を持たせるようにすることにより前記
問題点の解決を図るようにしたアフターボンド型PC版
と該PC版を用いたコンクリート打設方法を提供するこ
とを目的とするものである。
The present invention solves the above problems, and is caused by the cracks in the placing concrete due to the displacement and temperature stress generated immediately after placing the concrete, the initial cracks immediately after the placing, or the changes in the outside temperature in four seasons. After the generation of various cracks such as cracks and cracks caused by the influence of light, moisture, etc., the integration and solidification of the PC plate and the cast concrete are completed. That is, specifically, after the concrete is poured, the uncured state is kept so that it can be freely deformed for a maximum of about one year, and water is prevented from entering between the cast concrete and the PC plate during that time. It is an object of the present invention to provide an after-bond type PC plate and a concrete pouring method using the PC plate, in which the above-mentioned problems are solved by imparting the property.

【0005】[0005]

【課題を解決するための手段】本発明は、以上の目的を
達成するために、ボンド剤として潜在性硬化剤を配合す
るエポキシ樹脂からなる時硬性エポキシ樹脂をPC版の
表面上に積重貼着してなる埋設型PC版であって、前記
潜在性硬化剤は熱,光,湿気,圧力により活性化される
化合物又は化合手段からなるアフターボンド型PC版を
構成するものである。更に、具体的には、PC版は、そ
の表面に起伏高さtの凹凸を形成するものからなり、前
記時硬性エポキシ樹脂は少なくとも前記高さtと同等又
はそれ以上の厚みを有するものからなり、前記時硬性エ
ポキシ樹脂の表面に非粘着性シートを積重貼着してなる
アフターボンド型PC版を特徴とするものである。ま
た、PC版の表面上に活性化開始前の前記時硬性エポキ
シ樹脂および選択的に非粘着性シートを積重貼着した
後、コンクリートを打設して、当該コンクリートの熱,
打設圧力等により前記時硬性エポキシ樹脂を活性化して
一体化するようにしたアフターボンド型PC版を用いた
コンクリート打設方法を特徴とするものである。
In order to achieve the above-mentioned object, the present invention stacks and laminates a hardenable epoxy resin consisting of an epoxy resin containing a latent curing agent as a bonding agent on the surface of a PC plate. An embedded type PC plate formed by wearing, wherein the latent curing agent constitutes an after-bond type PC plate composed of a compound or a compounding means activated by heat, light, moisture and pressure. Further, more specifically, the PC plate is formed by forming irregularities having an undulating height t on its surface, and the time-hardening epoxy resin is formed by having a thickness at least equal to or higher than the height t. The after-bonded PC plate is characterized by stacking and sticking non-adhesive sheets on the surface of the time-hardening epoxy resin. In addition, after the above-mentioned time-hardening epoxy resin and the non-adhesive sheet before the start of activation are stacked and adhered on the surface of the PC plate, concrete is poured to heat the concrete,
The present invention is characterized by a concrete pouring method using an after-bond type PC plate in which the hard epoxy resin is activated and integrated by pouring pressure or the like.

【0006】[0006]

【作用】一般にエポキシ樹脂に硬化剤を配合すると直ち
に反応し、時間と共に系の粘度が上昇し、可使時間を経
過すれば使用不可能な水準に達する。このように速硬性
の樹脂で接着したPC版は硬化後短期間に起る温度変形
や浸水変形を防止出来ない。これに対し、本発明では潜
在性硬化剤を配合することにより、エポキシ樹脂は常温
に放置されている限り長時間安定し使用可能な状態を保
持することを適用する。この性質を利用し、PC版の表
面に潜在性硬化剤を配合した時硬性エポキシ樹脂を積重
貼着したアフターボンド型PC版を用いてコンクリート
打設をすることにより前記問題点が解決する。すなわ
ち、コンクリート打設によって生じる熱,圧力等により
潜在性硬化剤が活性化を開始し、前記の各種のクラック
の短期間の発生を吸収しながら打設コンクリートとPC
版が一体化される。潜在性硬化剤の種類を適宜設定する
ことにより結局はクラックの生じない、かつ耐久性向上
の図れる打設コンクリートを形成することが出来る。
In general, when a curing agent is added to an epoxy resin, it reacts immediately, the viscosity of the system increases with time, and when the pot life is exceeded, it reaches a level where it cannot be used. As described above, the PC plate bonded with the quick-hardening resin cannot prevent the temperature deformation and the water immersion deformation that occur in a short period after curing. On the other hand, in the present invention, by applying a latent curing agent, it is applied that the epoxy resin maintains a stable and usable state for a long time as long as it is left at room temperature. By utilizing this property, the above-mentioned problems can be solved by placing concrete using an after-bond type PC plate in which a hard epoxy resin is stacked and adhered when a latent curing agent is mixed on the surface of the PC plate. That is, the latent hardener starts to be activated by heat, pressure, etc. generated by concrete pouring, and while absorbing the short-term generation of the various cracks mentioned above, the concrete and PC are poured.
The plates are integrated. By properly setting the type of the latent curing agent, it is possible to form a cast concrete that does not eventually cause cracks and has improved durability.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づき説明す
る。図1は本実施例のアフターボンド型PC版と打設コ
ンクリートの積層状態を示す部分断面図、図2は図1の
拡大一部断面図、図3は潜在性硬化剤の種類と活性化の
機構の概要を示す図表、図4はPC版に貼着される時硬
性エポキシ樹脂マットの断面形状を示す拡大一部断面
図、図5は時硬性エポキシ樹脂マットを用いたアフター
ボンド型PC版の製造方法の一例を示す断面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a partial cross-sectional view showing a laminated state of an after-bond type PC plate and cast concrete of this embodiment, FIG. 2 is an enlarged partial cross-sectional view of FIG. 1, and FIG. 3 is a kind of latent curing agent and activation. FIG. 4 is a diagram showing an outline of the mechanism, FIG. 4 is an enlarged partial sectional view showing a sectional shape of the time-hardening epoxy resin mat attached to the PC plate, and FIG. 5 is an after-bond type PC plate using the time-hardening epoxy resin mat. It is sectional drawing which shows an example of a manufacturing method.

【0008】図1に示すように、本実施例のアフターボ
ンド型PC版1は、PC版2と、潜在性硬化剤を配合し
たエポキシ樹脂からなる時硬性エポキシ樹脂3と、非粘
着性シートの一例であるポリエチレンシート4とを積重
貼着したものからなる。打設コンクリート5は前記構成
のアフターボンド型PC版の型枠内で打設されて一体化
される。
As shown in FIG. 1, the after-bond type PC plate 1 of this embodiment comprises a PC plate 2, a hard epoxy resin 3 made of an epoxy resin containing a latent curing agent, and a non-adhesive sheet. It is made by stacking and adhering a polyethylene sheet 4 as an example. The poured concrete 5 is poured and integrated in the form of the after-bond type PC plate having the above-mentioned structure.

【0009】図2に示すように、PC版2の表面には起
伏高さtの凹凸部6が形成されPC版2と時硬性エポキ
シ樹脂3との貼着および打設コンクリート5との一体化
を強化するようにしている。tとしては2[mm]程度
のものが標準であり、時硬性エポキシ樹脂3の厚さTは
tと同程度の値が望ましい。また、ポリエチレンシート
4は必ずしも貼着しなくてもよいが、運搬中や組立中等
において時硬性エポキシ樹脂3の表面にゴミやホコリが
付着するのを防止するために貼着する方が望ましい。
As shown in FIG. 2, an uneven portion 6 having an undulating height t is formed on the surface of the PC plate 2, and the PC plate 2 and the hour-hardening epoxy resin 3 are adhered and the casting concrete 5 is integrated. Is trying to strengthen. The standard value of t is about 2 [mm], and the thickness T of the hour-hardening epoxy resin 3 is preferably the same value as t. Further, the polyethylene sheet 4 does not necessarily have to be attached, but it is preferable to attach the polyethylene sheet 4 in order to prevent dust and dirt from adhering to the surface of the time-hardening epoxy resin 3 during transportation or assembly.

【0010】次に、図3により潜在性硬化剤の種類とそ
の活性化の機構について説明する。潜在性硬化剤はその
活性化を開始させる手段(図では「掛金を外す手段」と
表示されている)により各種類のものがあり、かつその
活性化(硬化)開始の機構も相異する。「掛金を外す手
段」としては熱,光,湿気,圧力等があり、例えば「掛
金を外す手段」が熱の場合には「ルイス酸錯体」が適用
され、硬化開始機構としては「イオン反応」による。
Next, the types of latent curing agents and the mechanism of their activation will be described with reference to FIG. There are various types of latent curing agents depending on the means for initiating their activation (indicated as "means for removing the latch" in the figure), and the activation (curing) initiation mechanism is also different. "Means for removing the latch" include heat, light, moisture, pressure, etc. For example, when the "means for removing the latch" is heat, "Lewis acid complex" is applied, and the curing initiation mechanism is "ionic reaction". by.

【0011】次に、PC版の表面に時硬性エポキシ樹脂
を貼着する方法を説明する。図5に示すように、本実施
例では時硬性エポキシ樹脂はうず巻き状に巻回されたマ
ット状のものからなる。このリボン状の時硬性エポキシ
樹脂7の貼着前の断面形状が図4に示されている。すな
わち、潜在性硬化剤を配合したエポキシ樹脂からなる時
硬性エポキシ樹脂3の表裏面にポリエチレンシート4が
貼着したものからなる。図5に示すように表面に凹凸部
6を形成したPC版2の表面に片面のポリエチレンシー
ト4を剥し取って露出された時硬性エポキシ樹脂3を強
く押し付けながら表面に沿って移動させる。その結果、
時硬性エポキシ樹脂3がPC版2に貼着され、その表面
側はもう1つの片面のポリエチレンシート4で覆われ
る。以上によりアフターボンド型PC版1が形成され
る。前記したように、このままの状態ではアポキシ樹脂
の硬化は開始しないため、打設時まで放置することが出
来、又は打設現場に運搬して使用することが出来る。な
お、時硬性エポキシ樹脂3の貼着方法としては図5のも
のに限定するものではなく、例えば、ハケによる厚塗り
やヘラでのばして貼着させる等の方法も採用される。
Next, a method of adhering the time-hardening epoxy resin on the surface of the PC plate will be described. As shown in FIG. 5, in this embodiment, the time-hardening epoxy resin is a spiral wound mat-shaped one. The cross-sectional shape of the ribbon-shaped time-hardening epoxy resin 7 before being attached is shown in FIG. That is, when it is made of an epoxy resin containing a latent curing agent, the hard epoxy resin 3 is formed by adhering the polyethylene sheet 4 to the front and back surfaces. As shown in FIG. 5, the one-sided polyethylene sheet 4 is peeled off from the surface of the PC plate 2 having the uneven portion 6 formed thereon, and when exposed, the hard epoxy resin 3 is strongly pressed and moved along the surface. as a result,
The time-hardening epoxy resin 3 is attached to the PC plate 2, and the surface side thereof is covered with another polyethylene sheet 4 on one side. After that, the after-bond type PC plate 1 is formed. As described above, since the curing of the apoxy resin does not start in this state, it can be left alone until the time of setting, or it can be transported to the setting site for use. The method for attaching the time-hardening epoxy resin 3 is not limited to that shown in FIG. 5, and, for example, a method such as thick coating with a brush or spreading with a spatula to be attached may be employed.

【0012】[0012]

【発明の効果】本発明によれば、次のような顕著な効果
を奏する。 1)時硬性エポキシ樹脂は常温では活性化が開始しない
ため、アフターボンド型PC版は予め製作して保管する
ことが出来る。また、各種形状の型枠として作成され
る。 2)アフターボンド型PC版は運搬可能であり、工場で
製作して打設現場で使用することが出来る。 3)時硬性エポキシ樹脂は熱,光,湿気,圧力等の「掛
金を外す手段」の作用を受けて活性化を開始する性質を
有するため、コンクリート打設によって生じる各種のク
ラックが吸収され一体化後にクラックが発生しない。そ
のため、耐久性向上が図れる。 4)従来技術のように縁切り部を設ける必要がなく、水
の浸入や剥離が生じない。そのため、構造物の耐久性向
上が図れる。 5)アフターボンド型PC版比較的容易に製作され多量
生産も可能である。また、コンクリート打設作業も簡単
である。
According to the present invention, the following remarkable effects are obtained. 1) Since the time-hardening epoxy resin does not start activation at room temperature, the after-bond type PC plate can be manufactured and stored in advance. Moreover, it is created as a mold of various shapes. 2) The after-bond type PC plate can be transported, manufactured at the factory, and used at the setting site. 3) The time-hardening epoxy resin has the property of starting activation under the action of "a means for removing the latch" such as heat, light, moisture, and pressure, so various cracks caused by concrete placement are absorbed and integrated. No cracks later. Therefore, durability can be improved. 4) It is not necessary to provide an edge cut portion as in the prior art, and water infiltration or peeling does not occur. Therefore, the durability of the structure can be improved. 5) After-bond type PC plate It is relatively easy to manufacture and mass production is possible. Also, concrete pouring work is easy.

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

【図1】本発明の一実施例のアフターボンド型PC版と
打設コンクリートの積重構造を示す断面図。
FIG. 1 is a sectional view showing a stacking structure of an after-bond type PC plate and a cast concrete according to an embodiment of the present invention.

【図2】図1の詳細構造を示す拡大一部断面図。FIG. 2 is an enlarged partial cross-sectional view showing the detailed structure of FIG.

【図3】本実施例の時硬性エポキシ樹脂の潜在性硬化剤
の種類とその活性化の機構を示す図表。
FIG. 3 is a chart showing the types of latent curing agents for the time-hardening epoxy resin of this example and the mechanism of their activation.

【図4】リボン状の時硬性エポキシ樹脂の貼着前の形状
を示す一部断面図。
FIG. 4 is a partial cross-sectional view showing a shape of a ribbon-shaped when-hardening epoxy resin before being attached.

【図5】リボン状の時硬性エポキシ樹脂を用いたアフタ
ーボンド型PC版の製作方法の一例を示す側断面図。
FIG. 5 is a side sectional view showing an example of a method of manufacturing an after-bond type PC plate using a ribbon-shaped time-hardening epoxy resin.

【図6】従来のPC版を用いたコンクリート打設方法を
示す断面図。
FIG. 6 is a sectional view showing a concrete placing method using a conventional PC plate.

【図7】従来の縁切り部を有するPC版のコンクリート
打設方法を示す断面図。
FIG. 7 is a sectional view showing a conventional method for placing concrete on a PC plate having an edge cut portion.

【符号の説明】[Explanation of symbols]

1 アフターボンド型PC版 2 PC版 3 時硬性エポキシ樹脂 4 ポリエチレンシート 5 打設コンクリート 6 凹凸部 7 リボン状の時硬性エポキシ樹脂 1 After-bond type PC plate 2 PC plate 3 Time-hardening epoxy resin 4 Polyethylene sheet 5 Casting concrete 6 Uneven portion 7 Ribbon-shaped time-hardening epoxy resin

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 ボンド剤として潜在性硬化剤を配合する
エポキシ樹脂からなる時硬性エポキシ樹脂をPC版の表
面上に積重貼着してなる埋設型PC版であって、前記潜
在性硬化剤は熱,光,湿気,圧力により活性化される化
合物又は化合手段からなることを特徴とするアフターボ
ンド型PC版。
1. An embedded PC plate, comprising an epoxy resin containing a latent curing agent as a bonding agent and a hardened epoxy resin laminated on the surface of the PC plate, wherein the latent curing agent is used. Is an after-bond type PC plate characterized by comprising a compound or a compounding means activated by heat, light, moisture and pressure.
【請求項2】 PC版は、その表面に起伏高さtの凹凸
を形成するものからなり、前記時硬性エポキシ樹脂は少
なくとも前記高さtと同等又はそれ以上の厚みを有する
ものからなる請求項1のアフターボンド型PC版。
2. The PC plate is formed by forming irregularities having an undulating height t on its surface, and the time-hardening epoxy resin is formed by having a thickness at least equal to or higher than the height t. 1 after bond type PC version.
【請求項3】 前記時硬性エポキシ樹脂の表面に非粘着
性シートを積重貼着してなるアフターボンド型PC版。
3. An after-bond type PC plate obtained by stacking and sticking non-adhesive sheets on the surface of the time-hardening epoxy resin.
【請求項4】 PC版の表面上に活性化開始前の前記時
硬性エポキシ樹脂および選択的に非粘着性シートを積重
貼着した後、コンクリートを打設して、当該コンクリー
トの熱,打設圧力等により前記時硬性エポキシ樹脂を活
性化して一体化することを特徴とするアフターボンド型
PC版を用いたコンクリート打設方法。
4. The PC board surface is laminated with the time-hardening epoxy resin and optionally the non-adhesive sheet before activation is started, and then concrete is poured to heat and pour the concrete. A concrete pouring method using an after-bond type PC plate, characterized in that the hard epoxy resin is activated and integrated by setting pressure or the like.
JP20486593A 1993-08-19 1993-08-19 After-bond type PC plate and concrete casting method using the PC plate Expired - Fee Related JP3195972B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20486593A JP3195972B2 (en) 1993-08-19 1993-08-19 After-bond type PC plate and concrete casting method using the PC plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20486593A JP3195972B2 (en) 1993-08-19 1993-08-19 After-bond type PC plate and concrete casting method using the PC plate

Publications (2)

Publication Number Publication Date
JPH0754485A true JPH0754485A (en) 1995-02-28
JP3195972B2 JP3195972B2 (en) 2001-08-06

Family

ID=16497685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20486593A Expired - Fee Related JP3195972B2 (en) 1993-08-19 1993-08-19 After-bond type PC plate and concrete casting method using the PC plate

Country Status (1)

Country Link
JP (1) JP3195972B2 (en)

Also Published As

Publication number Publication date
JP3195972B2 (en) 2001-08-06

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