JP3619776B2 - Insulating concrete product manufacturing method and product - Google Patents

Insulating concrete product manufacturing method and product Download PDF

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Publication number
JP3619776B2
JP3619776B2 JP2000400895A JP2000400895A JP3619776B2 JP 3619776 B2 JP3619776 B2 JP 3619776B2 JP 2000400895 A JP2000400895 A JP 2000400895A JP 2000400895 A JP2000400895 A JP 2000400895A JP 3619776 B2 JP3619776 B2 JP 3619776B2
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Japan
Prior art keywords
concrete
foam
product
opposing
block
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JP2000400895A
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JP2001164680A (en
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幸紀 堀口
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南州コンクリート工業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は地下室、地下倉庫等の壁面、底面等を構成する断熱性コンクリート製品及びその製造法に関するものである。
【0002】
【従来の技術】
従来、コンクリート製品に断熱材を取付ける方法としては、コンクリート硬化後に取付ける方法や、発泡体を吹付ける方法が一般的であった。
【0003】
このような製造法で製造されたコンクリート製品では、該製品製造後に取付工程、吹付工程を要し製造に手数及び時間を要するばかりでなく、断熱材とコンクリートとの境界面に間隙、空間が生じ易く、断熱効果を低下させる要因になっていた。
【0004】
そのため断熱材の外面の低い地中温度が間隙、空間内に伝わりコンクリート壁面の温度低下を促進させることになる。その結果、室内の水蒸気が壁面に沿って冷却され、結露を生じるという問題があった。
【0005】
さらに上記境界部の間隙、空間は面積が拡大して地下室又は地下倉庫中の湿潤面及び湿度を増加させた。
【0006】
【発明が解決しようとする課題】
本発明はコンクリート製品製造時において型枠内に生コンクリート投入と同時に一工程によって断熱材をコンクリート製品の外面又は内外面に境界面が一体的で間隙又は空間形成の余地のない断熱性コンクリート製品を得ること及び該製品による組立地下室の地下水による浮上を抑制することを目的とする。
【0007】
【課題を解決するための手段】
上記の目的を達成するため本発明は
対立する鋼製型枠を立設し、該型枠の対向面の一方又は双方に不透水性発泡体を面接し、一方の該発泡体の内面と他方の上記型枠の上記対向面との間又は双方の上記型枠の対向面に面接する上記発泡体の内面間に上記発泡体の浮上を一方又は双方の上記型枠の上端に対向方向に突設した浮上阻止板により阻止して生コンクリートを投入し、投入した生コンクリートの自重による圧力と、生コンクリートの水和熱による上記発泡体変形とによって硬化したコンクリートと上記発泡体との境界面を不分離状態に密着させ、硬化又は凝固したコンクリート製品の外面又は内外面が不透水性発泡体で被覆され、該発泡体の境界面に上記コンクリートのモルタル・セメント等が不規則に凹凸状に押込まれて該境界面が一体化してなり、上記コンクリート製品が逆門形単位ブロック及び端板ブロックであって、外壁面上部に外向段面を形成し、該段面上の外壁厚さを小に、該段面下の外壁厚さを大に形成し、上記ブロックによって組立てられた地下室の上記外向段面に建屋基礎コンクリート又は重量コンクリートを係合打設する断熱性コンクリート製品、
不透水性発泡体の内面に予め係合用水平方向の小凹溝又は係合用小凹部を設けた上記第
発明記載の断熱性コンクリート製品、
上記ブロックによって組立てられた地下室の上記外向段面に、上記単位ブロックの底板を並設する基礎コンクリートに向う浮上止めワイヤーを連結した上記第1又は第2発明記載の断熱性コンクリート製品、
によって構成される。
【0008】
【発明の実施の形態】
台盤7上に対立する鋼製型枠1,1をボルト8で立設し図1(イ)(ロ)図では一方の型枠1の上端に、図3では双方の型枠1,1の上端に浮上阻止板9を対向方向に突設する。
【0009】
又図1(イ)(ロ)図では一方の型枠1の対向面1’に、図3では双方の型枠1,1の対向面1’、1’に複数の針状突起10を突設し、一方の対向面1’又は双方の対向面1’、1’に不透水性発泡体2による断熱材を浮上阻止板9の下面から台盤7の上面まで面接又は張接し、かつ上記針状突起10を該発泡体2の外面2”に刺入することによって対向面1’又は1’、1’に上記発泡体2の浮上を阻止して支持する。
【0010】
この状態において一方の発泡体2の内面2’と他方の型枠1の対向面1’との間の空間又は双方の型枠1,1の対向面1’、1’に面接又は張接する上記発泡体2,2の内面2’、2’間の空間に生コンクリートを投入又は注入する。
【0011】
投入又は注入された生コンクリートは流動性が大であるためその自重は台盤7の上面に垂直方向のみならず上記対向面1’又は内面2’に直角方向に分力が作用し、不透水性発泡体2を水平方向に圧縮し、セメントモルタルが不規則に該発泡体2の内面2’に凹凸状に進入し(例えば図2(ロ)図)、かつ該生コンクリートの経時水和反応熱(55〜80℃)が該発泡体2を膨張させる。そして該凹凸状内面2’の上記凹凸状進入応力は上記反応熱によって解消して進入圧力と凹凸状変形は安定し凹凸状境界面3を結合させ、かつモルタル5内の無数の小骨材5’やセメント6が上記内面2’に進入した状態が保持されるため境界面3の分離はなく硬化後のコンクリートと上記発泡体とは境界面3において一体化する。
【0012】
硬化後はボルト8を外して型枠1,1を台盤7から分離して脱型し、このようにして図2、図4〜図6に示すように底板4’と両側壁4”、4”よりなる組立地下室の断熱性逆門形単位ブロック(コンクリート製品4)又は断熱性端板ブロック4a等を一発成形することができる。逆門形単位ブロック4及び端板ブロック4aの外壁面上部には同一水準位置に外向段面4bを形成し、該段面4b上の外壁厚さを小に該段面4b下の外壁厚さを大に形成し、複数の上記単位ブロック4を基礎コンクリート11に一部埋設したIビーム12,12上に並設し、並設単位ブロック4の両端を端板ブロック4aで閉鎖して地下室4cを組立てることができ、上記Iビーム12,12に支持される単位ブロック4の底板4’はその下面の上記発泡体2を一部除去し、底板4’をIビーム12,12に直接支持し、上記ブロック4又は4aの外向段面4bに地下倉庫又は地下室4cの浮上止めワイヤー13の上端止めアンカーボルト13’又はアンカー孔を設け、該ワイヤー13の下端を基礎コンクリート11に設けたアンカーボルト13”に接続する(図8)。
【0013】
又上記地下室4cの上記外向段面4bに図11(イ)図に示すように建屋基礎コンクリート14を係合打設して地下室4cの浮上を止めることができ、かつ図12に示すように該段面4bに重量コンクリート15を係合打設することによってその重量により地下室4cの浮上を止めることができる。地下室4cの上記浮上は地下水位16が上昇し、その浮力によるもので、該浮力を上記ワイヤー13、建屋基礎コンクリート14及び又は重量コンクリート15で抑えることができる。
【0014】
不透水性発泡体2は独立気泡発泡合成樹脂であり例えば発泡スチロール板が用いられ、又は上記内面2’側に炭酸カルシウム発泡断熱板のような無機質の透水性断熱発泡体の外側面に上記不透水性の発泡スチロール板を接着して複合断熱材として用いることができるし、上記無機質透水性発泡体の外面(型枠側)にゴム又は合成樹脂弾性膜を接着し、これを不透水性発泡体として用いることができる。この場合は針状突起10に代え先端半球状小突起を用いる。
【0015】
図6に示す底板4’の製造に際しては台盤7上に下面用鋼製型枠1を支持し、その上方に底板4’の上面用鋼製型枠1を保持し、水平に対立する上下面用鋼製型枠1,1間に上記不透水性発泡体2を面接し、該発泡体2の上面と上面用鋼製型枠1の下面との間に生コンクリートを投入又は注入すればよい。
【0016】
下面用鋼製型枠1上の上記発泡体2は両側壁4”、4”と底板4’のコンクリートの合計重量によって両側壁4”、4”の上記発泡体2,2の下面2aに接する底板4’の上記発泡体2の両端上面の高さtは底板4’の下面に接する上記発泡体2の厚さ(高さt’)より高い。即ち上記合計重量による圧縮のため、底板4’の下面部分の厚さ(高さt’)が低く形成される。
【0017】
又図7(イ)(ロ)(ハ)(ニ)図に示すように上記不透水性発泡体2の内面2’に予め水平方向の係合用小凹溝又は係合用小凹部2bを形成し、生コンクリートを該小凹溝又は小凹部2bに進入させて発泡体2の内面2’とコンクリートとの附着又は係合力を向上させることができる。係合用小凹部2bは整然と配置した複数の小径円弧形凹部でも良い。
【0018】
従って一体の両側壁4”、4”と底板4’よりなるコンクリート製品4を地中に埋設し、上記発泡体2の外面2”に接する低い地中温度と両側壁4”、4”及び底板4’の内部の室温に差がある場合には両側壁4”、4”と底板4’コンクリートは室温が伝導するが、コンクリートの外面と地中温度とは上記発泡体2が介在するため地中温度は上記発泡体2に遮られてコンクリートに伝導するおそれがない。
【0019】
又上記単位ブロック4と端板ブロック4aの組合せによる地下倉庫又は地下室4cが地下水による浮力を受けて浮上しようとしても、上記ワイヤー13、建屋基礎コンクリート14、及び重量コンクリート15で抑制される。
【0020】
尚、図7(ロ)(ニ)図中10’は針状突起10に代る取付用ボルト孔、図8中17はIビーム12の枕コンクリート、図11(イ)(ロ)図中18は基礎コンクリート11又は建屋基礎コンクリート14の鉄筋、19は基礎コンクリート11及び枕コンクリート17を支持する基礎栗石、図10中20は上記ワイヤー13の締付用ターンバックル、図12中21は重量コンクリート15の鋼筋、22は鋼筋21と外向段面4bとの固定ボルト、23は重量コンクリート15の鉄筋、図8中24は建屋である。
【0021】
【発明の効果】
本発明は上述の製品によったのでコンクリート製品の外面に不透水性発泡体による断熱材を間隙又は空隙なく密に展着し得るため、内部より外部温度が低い場合に内壁に結露を生ずるおそれがないし、上記不透水性発泡体をコンクリート製品の外面又は内外面に一発結合により迅速に製造し得る効果がある。又上記コンクリート製品を組立てた地下室は地下水による浮上が抑制されて安全である。
【図面の簡単な説明】
【図1】(イ)図は本発明の台盤及び対立型枠の正面図である。
(ロ)図は不透水性発泡体の内面と他方の型枠の対向面に生コンクリートを投入した状態の縦断正面図である。
【図2】(イ)図はボルトを外して対立型枠を脱型した状態の縦断正面図である。
(ロ)図は境界面の拡大縦断例示図である。
【図3】対立型枠の対向面に生コンクリートを投入した状態の縦断正面図である。
【図4】コンクリート製品の組立地下室の平面図である。
【図5】図4の正面図である。
【図6】図4A−A線による縦断面図である。
【図7】(イ)図は不透水性発泡体の内面に係合用凹部を形成し、該内面と生コンクリートとの係合状態を示す縦断面図である。
(ロ)図は(イ)図のB−B線による正面図である。
(ハ)図は(ロ)図C−C線による拡大縦断面図である。
(ニ)図は(ロ)図D−D線による平面図である。
【図8】建屋及び組立地下室の縦断面図である。
【図9】上記地下室と基礎コンクリート及び浮上止めワイヤーの端面図である。
【図10】図9の側面図である。
【図11】(イ)図は建屋基礎コンクリートによって地下室の浮上抑制状態の縦断面図である。
(ロ)図は地下室の下部及び基礎コンクリートの詳細縦断面図である。
【図12】外向段面に重量コンクリートを係合打設した状態の拡大段面図である。
【符号の説明】
1 型枠
1’ 対向面
2 不透水性発泡体
2’ 内面
2” 外面
3 境界面
4 コンクリート製品(逆門形単位ブロック)
4a 端板ブロック
4b 外向段面
4c 地下室
5 モルタル
6 セメント
11 基礎コンクリート
13 浮上止めワイヤー
14 建屋基礎コンクリート
15 重量コンクリート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a heat insulating concrete product that constitutes a wall surface, a bottom surface, and the like of a basement, an underground warehouse, and the like, and a manufacturing method thereof.
[0002]
[Prior art]
Conventionally, as a method of attaching a heat insulating material to a concrete product, a method of attaching after the concrete has been cured or a method of spraying a foam has been common.
[0003]
A concrete product manufactured by such a manufacturing method requires a mounting process and a spraying process after the manufacture of the product, which not only requires labor and time for manufacturing, but also creates gaps and spaces at the interface between the heat insulating material and the concrete. It was easy to cause a decrease in the heat insulation effect.
[0004]
For this reason, the low underground temperature of the outer surface of the heat insulating material is transmitted to the gap and space, and promotes the temperature decrease of the concrete wall surface. As a result, there is a problem that the water vapor in the room is cooled along the wall surface to cause condensation.
[0005]
In addition, the gaps and spaces in the boundary part increased in area, increasing the wet surface and humidity in the basement or underground warehouse.
[0006]
[Problems to be solved by the invention]
The present invention provides a heat insulating concrete product in which a boundary is integrated with an outer surface or an inner and outer surface of the concrete product and there is no room for forming a gap or space at the same time as raw concrete is put into the mold when the concrete product is manufactured. An object of the present invention is to obtain and suppress the floating of the assembly basement by the product due to groundwater.
[0007]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the present invention erected an opposing steel formwork, and made an impervious foam to face one or both of the opposing faces of the formwork. The foam floats in the opposite direction to the upper end of one or both of the molds between the opposing surfaces of the molds or between the inner surfaces of the foams that are in contact with the opposing surfaces of the two molds. The concrete is cured by the pressure due to its weight and the deformation of the foam due to the heat of hydration of the ready-mixed concrete. The outer surface or inner and outer surfaces of a concrete product that is hardened or solidified in close contact is coated with a water-impermeable foam, and the concrete mortar, cement, etc. is irregularly pressed into the boundary surface of the foam. Rarely the interface It was embodied, the concrete product is an inverse gantry unit block and end plate block to form a outward stepped surface on the outer wall surface top, the small outer wall thickness on stepped surfaces, under stepped surface A heat insulating concrete product that has a large outer wall thickness and engages and puts building foundation concrete or heavy concrete on the outward step surface of the basement assembled by the block,
The above-mentioned first structure in which a small groove for engagement or a small recess for engagement is provided in advance on the inner surface of the water-impermeable foam.
1 Insulating concrete product according to the invention,
The heat-insulating concrete product according to the first or second invention, wherein a levitating-stopping wire is connected to the outward step surface of the basement assembled by the block and facing the foundation concrete on which the bottom plate of the unit block is juxtaposed ,
Consists of.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The steel molds 1 and 1 that oppose each other on the base plate 7 are erected with bolts 8 and are shown at the upper end of one mold 1 in FIGS. A levitation prevention plate 9 is provided at the upper end of the projection in the opposite direction.
[0009]
1 (a) and 1 (b), a plurality of needle-like protrusions 10 project on the opposing surface 1 ′ of one mold 1 in FIG. 1 and on the opposing surfaces 1 ′ and 1 ′ of both molds 1 and 1 in FIG. A heat-insulating material made of a water-impermeable foam 2 is interviewed or stretched from the lower surface of the levitation prevention plate 9 to the upper surface of the base plate 7 on one opposing surface 1 ′ or both opposing surfaces 1 ′, 1 ′, and The needle-like protrusion 10 is inserted into the outer surface 2 ″ of the foam 2 to support the foam 2 on the opposing surface 1 ′ or 1 ′, 1 ′ while preventing the foam 2 from floating.
[0010]
In this state, the space between the inner surface 2 ′ of one foam 2 and the opposing surface 1 ′ of the other mold 1 or the opposing surfaces 1 ′, 1 ′ of both the molds 1, 1 is in surface contact or tension. Raw concrete is thrown into or poured into the space between the inner surfaces 2 ′ and 2 ′ of the foams 2 and 2.
[0011]
Since the ready-mixed concrete poured or poured has a high fluidity, its own weight is not only perpendicular to the upper surface of the base plate 7, but also exerts a component force on the opposing surface 1 'or the inner surface 2' in a direction perpendicular to the surface, thereby impervious to water The compressive foam 2 is compressed in the horizontal direction, the cement mortar irregularly enters the inner surface 2 'of the foam 2 irregularly (for example, Fig. 2 (b)), and the aging reaction of the ready-mixed concrete over time Heat (55 to 80 ° C.) causes the foam 2 to expand. And the said uneven | corrugated approach stress of this uneven | corrugated inner surface 2 'is canceled by the said reaction heat, an approach pressure and uneven | corrugated deformation | transformation are stabilized, the uneven | corrugated boundary surface 3 is combined, and countless small aggregate 5' in the mortar 5 is combined. Further, since the state where the cement 6 enters the inner surface 2 ′ is maintained, the boundary surface 3 is not separated, and the cured concrete and the foam are integrated at the boundary surface 3.
[0012]
After curing, the bolts 8 are removed, the molds 1 and 1 are separated from the base plate 7 and removed, and thus the bottom plate 4 'and the side walls 4 ", as shown in FIGS. A heat-insulating inverted portal unit block (concrete product 4), a heat-insulating end plate block 4a, or the like in an assembly basement made of 4 "can be formed in one shot. An outward stepped surface 4b is formed at the same level position on the outer wall surface of the inverted portal unit block 4 and the end plate block 4a, and the outer wall thickness on the stepped surface 4b is reduced to a smaller thickness on the outer wall below the stepped surface 4b. A plurality of the unit blocks 4 are juxtaposed on the I beams 12 and 12 partially embedded in the foundation concrete 11, and both ends of the juxtaposed unit blocks 4 are closed by the end plate blocks 4a. The bottom plate 4 ′ of the unit block 4 supported by the I beams 12 and 12 partially removes the foam 2 on the lower surface thereof, and directly supports the bottom plate 4 ′ to the I beams 12 and 12. An anchor bolt 13 provided with an upper end anchor bolt 13 'or an anchor hole for the levitating stop wire 13 in the underground warehouse or basement 4c on the outward step surface 4b of the block 4 or 4a, and the lower end of the wire 13 provided in the foundation concrete 11 is provided. Connect to (Figure 8).
[0013]
Further, as shown in FIG. 11 (a), the building foundation concrete 14 can be engaged and placed on the outward step surface 4b of the basement 4c to stop the basement 4c from rising, and as shown in FIG. By engaging and placing heavy concrete 15 on the step surface 4b, the basement 4c can be prevented from rising due to its weight. The levitation of the basement 4c is due to the rise of the groundwater level 16 and the buoyancy. The buoyancy can be suppressed by the wire 13, the building foundation concrete 14 and / or the heavy concrete 15.
[0014]
The impermeable foam 2 is a closed-cell foamed synthetic resin, for example, a styrofoam plate is used, or the impermeable water is formed on the outer surface of an inorganic water-permeable heat-insulated foam such as a calcium carbonate foam heat insulating plate on the inner surface 2 'side. Adhesive polystyrene sheet can be used as a composite heat insulating material, and rubber or synthetic resin elastic film is bonded to the outer surface (form frame side) of the inorganic water-permeable foam, and this is used as a water-impermeable foam. Can be used. In this case, a small hemispherical tip is used instead of the needle-like projection 10.
[0015]
When the bottom plate 4 ′ shown in FIG. 6 is manufactured, the lower surface steel mold 1 is supported on the base plate 7, and the upper surface steel mold 1 of the bottom plate 4 ′ is held above the bottom plate 4 ′. If the said water-impermeable foam 2 is interviewed between the lower surface steel molds 1, 1, and ready-mixed concrete is poured or poured between the upper surface of the foam 2 and the lower surface of the upper surface steel mold 1. Good.
[0016]
The foam 2 on the steel mold 1 for the lower surface is in contact with the lower surface 2a of the foams 2 and 2 on the side walls 4 "and 4" by the total weight of the concrete on the side walls 4 "and 4" and the bottom plate 4 '. The height t of the upper surface of both ends of the foam 2 of the bottom plate 4 ′ is higher than the thickness (height t ′) of the foam 2 in contact with the lower surface of the bottom plate 4 ′. That is, due to the compression by the total weight, the thickness (height t ′) of the lower surface portion of the bottom plate 4 ′ is formed low.
[0017]
Further, as shown in FIGS. 7 (a), (b), (c), and (d), a horizontal engaging groove or engaging small recess 2b is formed in advance on the inner surface 2 'of the water-impermeable foam 2. It is possible to improve the adhesion or engagement force between the inner surface 2 ′ of the foam 2 and the concrete by allowing the ready-mixed concrete to enter the small concave groove or the small concave portion 2 b. The engaging small recesses 2b may be a plurality of small-diameter arc-shaped recesses arranged in an orderly manner.
[0018]
Therefore, a concrete product 4 composed of both side walls 4 ", 4" and a bottom plate 4 'is buried in the ground, and a low underground temperature in contact with the outer surface 2 "of the foam 2, the side walls 4", 4 "and the bottom plate. When there is a difference in the room temperature inside 4 ', the side walls 4 "and 4" and the bottom plate 4' concrete conduct at room temperature, but the outer surface of the concrete and the underground temperature are grounded because the foam 2 is interposed between them. There is no possibility that the intermediate temperature is blocked by the foam 2 and conducted to the concrete.
[0019]
Moreover, even if the underground warehouse or the basement 4c by the combination of the unit block 4 and the end plate block 4a receives buoyancy due to the groundwater, it is suppressed by the wire 13, the building foundation concrete 14, and the heavy concrete 15.
[0020]
7 (b) and (d), 10 'in FIG. 7 is a mounting bolt hole in place of the needle-like protrusion 10, 17 in FIG. 8 is a pillow concrete of the I beam 12, and 18 in FIG. 11 (b) and (b). Is a reinforcing bar of the foundation concrete 11 or the building foundation concrete 14, 19 is a foundation chestnut that supports the foundation concrete 11 and the pillow concrete 17, 20 in FIG. 10 is a turnbuckle for fastening the wire 13, and 21 in FIG. , 22 is a fixing bolt between the steel bar 21 and the outward stepped surface 4b, 23 is a reinforcing bar of heavy concrete 15, and 24 in FIG. 8 is a building.
[0021]
【The invention's effect】
Since the present invention can closely spreadable without gaps or voids insulation by water-impermeable foam on the outer surface of the concrete product on was due to the aforementioned products, the condensation on the inner wall when externally temperature is low internal There is no possibility that it will occur, and there is an effect that the above-mentioned water-impermeable foam can be rapidly produced by one-bonding to the outer surface or inner / outer surface of the concrete product. In addition, the basement in which the above concrete product is assembled is safe because the floating due to groundwater is suppressed.
[Brief description of the drawings]
FIG. 1 (a) is a front view of a base plate and an opposing mold frame according to the present invention.
(B) The figure is a longitudinal front view of a state in which ready-mixed concrete is put into the inner surface of the water-impermeable foam and the opposite surface of the other mold.
FIG. 2 (a) is a longitudinal front view of a state in which a bolt is removed and an opposing mold frame is removed.
(B) The figure is an enlarged vertical sectional view of the boundary surface.
FIG. 3 is a longitudinal front view of a state in which ready-mixed concrete is thrown into an opposing surface of an opposing mold.
FIG. 4 is a plan view of a concrete product assembly basement.
FIG. 5 is a front view of FIG. 4;
6 is a longitudinal sectional view taken along line 4A-A in FIG.
FIG. 7 (a) is a longitudinal sectional view showing an engagement state between the inner surface and ready-mixed concrete by forming a recess for engagement on the inner surface of the impermeable foam.
(B) The figure is a front view taken along the line BB in FIG.
(C) FIG. (B) is an enlarged longitudinal sectional view taken along line CC.
(D) The figure is (b) a plan view taken along line DD.
FIG. 8 is a longitudinal sectional view of a building and an assembly basement.
FIG. 9 is an end view of the basement, the foundation concrete, and the levitation stop wire.
10 is a side view of FIG. 9. FIG.
FIG. 11 (a) is a longitudinal sectional view of the basement floating restrained state by building foundation concrete.
(B) The figure is a detailed longitudinal sectional view of the lower part of the basement and the foundation concrete.
FIG. 12 is an enlarged step view of a state in which heavy concrete is engaged and placed on the outward step surface.
[Explanation of symbols]
1 Form 1 'Opposite surface 2 Impervious foam 2' Inner surface 2 "Outer surface 3 Boundary surface 4 Concrete product (reverse portal unit block)
4a End plate block 4b Outward stepped surface 4c Basement 5 Mortar 6 Cement 11 Foundation concrete 13 Lifting prevention wire 14 Building foundation concrete 15 Heavy concrete

Claims (3)

対立する鋼製型枠を立設し、該型枠の対向面の一方又は双方に不透水性発泡体を面接し、一方の該発泡体の内面と他方の上記型枠の上記対向面との間又は双方の上記型枠の対向面に面接する上記発泡体の内面間に上記発泡体の浮上を一方又は双方の上記型枠の上端に対向方向に突設した浮上阻止板により阻止して生コンクリートを投入し、投入した生コンクリートの自重による圧力と、生コンクリートの水和熱による上記発泡体変形とによって硬化したコンクリートと上記発泡体との境界面を不分離状態に密着させ、
硬化又は凝固したコンクリート製品の外面又は内外面が不透水性発泡体で被覆され、該発泡体の境界面に上記コンクリートのモルタル・セメント等が不規則に凹凸状に押込まれて該境界面が一体化してなり、
上記コンクリート製品が逆門形単位ブロック及び端板ブロックであって、外壁面上部に外向段面を形成し、該段面上の外壁厚さを小に、該段面下の外壁厚さを大に形成し、
上記ブロックによって組立てられた地下室の上記外向段面に建屋基礎コンクリート又は重量コンクリートを係合打設する断熱性コンクリート製品。
An opposing steel mold is erected, an impermeable foam is interviewed on one or both of the opposing surfaces of the mold, and the inner surface of one of the foams and the opposing surface of the other mold Between the inner surfaces of the foams that are in contact with the opposing surfaces of the two or both molds, the foams are prevented from floating by an anti-floating plate protruding in the opposite direction at the upper ends of one or both of the molds. Concrete is injected, and the interface between the concrete hardened by the pressure due to the weight of the ready-mixed concrete and the foam deformation caused by the heat of hydration of the ready-mixed concrete and the foam is brought into close contact with each other,
The outer surface or inner / outer surface of the hardened or solidified concrete product is coated with a water-impermeable foam, and the mortar / cement of the concrete is irregularly pressed into the boundary surface of the foam so that the boundary surface is integrated. Become
The concrete product is an inverted portal unit block and an end plate block. An outward stepped surface is formed on the upper part of the outer wall surface, the outer wall thickness on the step surface is reduced, and the outer wall thickness below the step surface is increased. Formed into
A heat insulating concrete product in which building foundation concrete or heavy concrete is engaged and placed on the outward step surface of the basement assembled by the block.
不透水性発泡体の内面に予め係合用水平方向の小凹溝又は係合用小凹部を設けた請求項記載の断熱性コンクリート製品。Water-impermeable foam insulation concrete product according to claim 1, wherein the pre-engagement horizontal small grooves or dimples for engaging provided on the inner surface of. 上記ブロックによって組立てられた地下室の上記外向段面に、上記単位ブロックの底板を並設する基礎コンクリートに向う浮上止めワイヤーを連結した請求項1又は2記載の断熱性コンクリート製品。In the outward stepped surface of the basement assembled by the block, heat-insulating concrete products Motomeko 1 or 2, wherein the concatenation of the floating stopper wire toward the underlying concrete juxtaposed the bottom plate of the unit blocks.
JP2000400895A 2000-06-08 2000-12-28 Insulating concrete product manufacturing method and product Expired - Fee Related JP3619776B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010185187A (en) * 2009-02-10 2010-08-26 Ikuho Kodama Outside heat insulation construction method and outside heat insulation concrete wall
CN110485592A (en) * 2019-08-20 2019-11-22 广州市卓爵建筑工程有限公司 Moisture-proof wall construction method

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CN111502083B (en) * 2020-01-21 2023-06-30 北京首钢建设集团有限公司 Method for preventing CL board from shifting
CN115110539B (en) * 2022-07-06 2024-03-01 中建八局第三建设有限公司 Construction method for single-side formwork around water collection pit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010185187A (en) * 2009-02-10 2010-08-26 Ikuho Kodama Outside heat insulation construction method and outside heat insulation concrete wall
CN110485592A (en) * 2019-08-20 2019-11-22 广州市卓爵建筑工程有限公司 Moisture-proof wall construction method

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