JP2001164680A - Method of manufacturing thermal insulating concrete product and concrete product - Google Patents

Method of manufacturing thermal insulating concrete product and concrete product

Info

Publication number
JP2001164680A
JP2001164680A JP2000400895A JP2000400895A JP2001164680A JP 2001164680 A JP2001164680 A JP 2001164680A JP 2000400895 A JP2000400895 A JP 2000400895A JP 2000400895 A JP2000400895 A JP 2000400895A JP 2001164680 A JP2001164680 A JP 2001164680A
Authority
JP
Japan
Prior art keywords
concrete
foam
heat
concrete product
insulating
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
JP2000400895A
Other languages
Japanese (ja)
Other versions
JP3619776B2 (en
Inventor
Yukinori Horiguchi
幸紀 堀口
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.)
HASHI SANGYO KK
Original Assignee
HASHI SANGYO KK
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 HASHI SANGYO KK filed Critical HASHI SANGYO KK
Priority to JP2000400895A priority Critical patent/JP3619776B2/en
Publication of JP2001164680A publication Critical patent/JP2001164680A/en
Application granted granted Critical
Publication of JP3619776B2 publication Critical patent/JP3619776B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To stretch and bring an impervious foaming body 2 in contact with an outer face or inner and outer faces of a concrete product 4 integrally in one process when manufacturing the concrete product. SOLUTION: An impervious foaming body 2 is brought into contact with one or both of opposing faces 1', 1' of opposing forms 1, 1, and ready-mixed concrete is charged between an inner face 2' of the foaming body 2 on one side and the opposing face 1' of the form 1 on the other side or between the inner faces 2' and 2' of the foaming body 2 which come into contact with the opposing faces 1', 1' of both forms 1, 1 to prevent the foaming body 2 from floating up.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a heat insulating concrete product constituting a wall surface, a bottom surface, and the like of a basement, an underground warehouse, and the like, and a method of manufacturing the same.

【0002】[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。
2. Description of the Related Art Conventionally, as a method of attaching a heat insulating material to a concrete product, a method of attaching the concrete after hardening or a method of spraying a foam have been generally used.

【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。
[0003] Concrete products manufactured by such a manufacturing method require an installation process and a spraying process after the manufacture of the product, which takes time and effort, and also requires a gap at a boundary surface between the heat insulating material and the concrete. A space is easily generated, which has been a factor of reducing the heat insulating effect.

【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。
[0004] Therefore, the low ground temperature on the outer surface of the heat insulating material is transmitted to the gaps and spaces, and the temperature of the concrete wall surface is reduced. As a result, there has been a problem that the water vapor in the room is cooled along the wall surface and dew condensation occurs.

【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。
[0005] Further, the gaps and spaces at the boundaries increase in area, increasing the wet surface and humidity in the basement or underground warehouse.

【0006】[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。
SUMMARY OF THE INVENTION According to the present invention, when a concrete product is manufactured, a heat insulating material is integrated into the outer surface or the inner and outer surfaces of the concrete product by a single step at the same time as the ready-mixed concrete is put into the formwork to form a gap or space. It is an object of the present invention to obtain a heat-insulating concrete product having no room for the above and to suppress the floating of the assembled basement by the groundwater by the product.

【0007】[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型
枠の上記対向面との間又は双方の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阻止して生
コンクリートを投入することを特徴とする断熱性コンク
リート製品製造法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る上記第1発明記載の断熱性
コンクリート製品製造法上記不透水性発泡体の内面に予
め水平方向の係合用小凹溝又は係合用小凹部を設けた上
記第1又は第2発明記載の断熱性コンクリート製品製造
法硬化又は凝固したコンクリート製品の外面又は内外面
を不透水性発泡体で被覆し、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ることを特徴とする
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
4発明記載の断熱性コンクリート製品上記コンクリート
製品が逆門形単位ブロック又は端板ブロックであって、
外壁面上部に外向段面を形成した上記第4又は第5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基礎コンクリートに
向う浮上止めワイヤーを連結することのできる上記第6
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建屋基礎コンク
リートを係合打設することのできる上記第6発明記載の
断熱性コンクリート製品上記建屋基礎コンクリートに代
り重量コンクリートを係合打設することのできる上記第
8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。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides an impermeable foam on one or both opposing surfaces of an opposing formwork, wherein the inner surface of one of the foams and the other face the other. A heat-insulating concrete product characterized by preventing floating of the foam and injecting ready-mixed concrete between the facing surface of the mold or between the inner surfaces of the foam in contact with the facing surfaces of both molds. The heat insulation according to the first invention, wherein the interface between the concrete hardened by the pressure due to the weight of the ready-mixed concrete and the deformation of the foam due to the heat of hydration of the ready-mixed concrete and the foam is inseparably attached. The method for producing a heat-insulating concrete product according to the first or second aspect of the present invention, wherein a small engaging groove or a small engaging recess in the horizontal direction is provided in advance on the inner surface of the water-impermeable foam. The outer surface or the inner and outer surfaces of a concrete product are covered with a water-impermeable foam, and the concrete mortar / cement or the like is pressed into the irregular surface of the foam irregularly in an irregular manner to integrate the boundary surface. The heat-insulating concrete product according to the fourth aspect of the present invention, wherein a small horizontal engaging groove or a small engaging groove is provided in advance on the inner surface of the water-impermeable foam of the heat-insulating concrete product. A unit block or an end plate block,
The heat insulating concrete product according to the fourth or fifth aspect of the present invention, wherein an outwardly facing step surface is formed on the outer wall surface. The above-mentioned step can connect a levitating wire facing the foundation concrete to the outwardly facing step surface of the basement assembled by the block. Sixth
The heat-insulating concrete product according to the sixth aspect of the present invention, in which a building foundation concrete can be engaged and cast on the outward step surface of the basement assembled by the block. The heat insulating concrete product according to the eighth aspect of the present invention is capable of engaging and casting.

【0008】[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。
DETAILED DESCRIPTION OF THE INVENTION An opposing steel form 1 on a base 7 is shown.
1 are erected with bolts 8 and a floating prevention plate 9 is protruded in the opposite direction at the upper end of one mold 1 in FIGS. 1 (a) and 2 (b) and at the upper end of both molds 1 and 1 in FIG. I do.

【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。
In FIGS. 1 (a) and 1 (b), a plurality of needle-like projections are provided on the facing surface 1 'of one mold 1 and in FIG. 10 and the water-impermeable foam 2 is provided on one of the opposing surfaces 1 ′ or both opposing surfaces 1 ′ and 1 ′.
From the lower surface of the surfacing prevention plate 9 to the upper surface of the base plate 7, and the needle-like projections 10
The foam 2 is prevented from floating on the facing surface 1 'or 1', 1 'by being inserted into the outer surface 2 ".

【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。
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 molds 1, 1 Ready-mixed concrete is charged or poured into the space between the inner surfaces 2 ', 2' of the foams 2, 2 which are in close contact.

【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。
Since the poured or poured ready-mixed concrete has a large fluidity, its own weight is subjected to a component force not only in a direction perpendicular to the upper surface of the base plate 7 but also in a direction perpendicular to the facing surface 1 'or the inner surface 2'. Then, the water-impermeable foam 2 is compressed in the horizontal direction, the cement mortar enters irregularly into the inner surface 2 'of the foam 2 irregularly (for example, FIG. 2 (b)), and The heat of hydration reaction (55-80 ° C.) causes the foam 2 to expand. The uneven penetration stress on the uneven inner surface 2 ′ is eliminated by the reaction heat, the approach pressure and the uneven deformation are stabilized, the uneven boundary surface 3 is joined, and the innumerable small aggregates 5 ′ in the mortar 5 are formed. Since the state where the cement 6 and the cement 6 have entered the inner surface 2 ′ is maintained, the boundary 3 is not separated, and the hardened concrete and the foam are integrated at the boundary 3.

【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4
a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)。
After hardening, the bolts 8 are removed, and the molds 1, 1 are separated from the base plate 7 and removed from the mold. Thus, FIGS.
As shown in FIG. 6, a heat-insulating inverted gate-shaped unit block (concrete product 4) or a heat-insulating end plate block 4a of an assembled basement comprising a bottom plate 4 'and both side walls 4 ", 4" can be formed by one shot. . An outward stepped surface 4b is formed at the same level on the upper surface of the outer wall surface of the inverted gate unit block 4 and the end plate block 4a, and the outer wall thickness on the stepped surface 4b is reduced. And a plurality of the unit blocks 4 are juxtaposed on I-beams 12, 12 partially embedded in the foundation concrete 11, and both ends of the juxtaposed unit blocks 4 are end plate blocks 4.
a to close the basement 4c,
The bottom plate 4 ′ of the unit block 4 supported by the beams 12, 12 partially removes the foam 2 on the lower surface thereof, and
Are directly supported by the I-beams 12 and 12, and an upper stop anchor bolt 13 ′ or an anchor hole of an upper end stop wire 13 ′ of an anti-floating wire 13 of an underground warehouse or a basement 4 c is provided on an outward step surface 4 b of the block 4 or 4 a. Is connected to an anchor bolt 13 ″ provided on the foundation concrete 11 (FIG. 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1
5を係合打設することによってその重量により地下室4
c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。
Further, as shown in FIG. 11 (a), the building foundation concrete 14 can be engaged and cast on the outward step surface 4b of the basement 4c to stop the floating of the basement 4c, as shown in FIG. As shown in FIG.
5 by engaging and casting the basement 4 due to its weight.
The floating of c can be stopped. The levitation of the basement 4c is caused by the rise of the groundwater level 16 and its buoyancy. The buoyancy can be suppressed by the wire 13, the building foundation concrete 14 and / or the heavy concrete 15.

【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。
The water-impermeable foam 2 is a closed-cell foam synthetic resin, for example, a styrofoam plate is used, or an inorganic water-permeable heat-insulating foam such as a calcium carbonate foam heat insulating plate is provided on the inner surface 2 '. The water-impermeable Styrofoam plate can be adhered to be used as a composite heat insulating material, or a rubber or synthetic resin elastic film can be adhered to the outer surface (mold side) of the inorganic water-permeable foam, and this can be impermeable to water. It can be used as a foam. In this case, a small hemispherical tip is used instead of the needle-like projection 10.

【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。
When the bottom plate 4 'shown in FIG. 6 is manufactured, the steel mold 1 for the lower surface is supported on the base plate 7, and the bottom plate 4' is placed above the bottom.
The upper surface steel mold 1 is held, and the water-impermeable foam 2 is interposed between the upper and lower steel molds 1, 1 which are horizontally opposed to each other. Ready-mixed concrete may be charged or poured into the space between the lower surface of the mold 1.

【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。
The foam 2 on the steel frame 1 for the lower surface is formed by the total weight of the concrete on the side walls 4 ", 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 'in contact with 2a is the thickness (height t') of the foam 2 in contact with the lower surface of the bottom plate 4 '.
taller than. That is, the thickness (height t ') of the lower surface of the bottom plate 4' is reduced due to the compression by the total weight.

【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。
As shown in FIGS. 7 (a), (b), (c) and (d), the inner surface 2 'of the water-impermeable foam 2 is previously provided with a horizontal engaging small groove or a small engaging concave portion 2b. Is formed, and the ready-mixed concrete is allowed to enter the small concave groove or small concave portion 2b to improve the attachment or engagement force between the inner surface 2 'of the foam 2 and the concrete. The small engagement recess 2b may be a plurality of small-diameter arc-shaped recesses arranged in an orderly manner.

【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。
Accordingly, the integral side walls 4 ", 4" and the bottom plate 4 '.
Buried in the ground, a low underground temperature in contact with the outer surface 2 ″ of the foam 2 and both side walls 4 ″,
When there is a difference between 4 "and the room temperature inside the bottom plate 4 ', the room temperature is conducted between the side walls 4" and 4 "and the bottom plate 4' concrete. Because of the interposition, the underground temperature is not interrupted by the foam 2 and is not likely to be conducted to the concrete.

【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。
The unit block 4 and the end plate block 4a
If the underground warehouse or basement 4c due to the combination of
Building foundation concrete 14 and heavy concrete 15
Is suppressed.

【0020】尚、図7(ロ)(ニ)図中10’は針状突起1
0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1
5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。
In FIG. 7 (b) (d), reference numeral 10 'denotes a needle-like projection 1.
In FIG. 8, reference numeral 17 denotes a pillow concrete for the I-beam 12; FIG. 11 (a) and FIG. 11 (b), reference numeral 18 denotes a reinforcing steel for the foundation concrete 11 or the building foundation concrete 14;
Is a foundation stone supporting 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.
5 is a steel reinforcing bar, 22 is a fixing bolt between the steel reinforcing bar 21 and the outward step surface 4b, 23 is a reinforcing bar of the heavy concrete 15, and 24 in FIG. 8 is a building.

【0021】[0021]

【発明の効果】本発明は上述の方法及びその製品によっ
たも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。
The present invention is based on the above-mentioned method and the product thereof. Insulation material made of a water-impermeable foam can be spread tightly on the outer surface of a concrete product without gaps or voids. When the temperature is low, there is no risk of dew condensation on the inner wall, and the water-impermeable foam can be quickly manufactured on the outer surface or the inner and outer surfaces of the concrete product by one-shot bonding. The basement in which the concrete product is assembled is safe because floating by groundwater is suppressed.

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

【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。
FIG. 1A is a front view of a platform and an opposing formwork of the present invention. (B) The figure is a vertical cross-sectional front view of a state in which ready-mixed concrete has been put into the inner surface of the water-impermeable foam and the opposite surface of the other formwork.

【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。
FIG. 2A is a longitudinal sectional front view showing a state in which a bolt is removed and an opposing form is removed. (B) The figure is an example of an enlarged vertical section of the boundary surface.

【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。
FIG. 3 is a vertical cross-sectional front view of a state where ready-mixed concrete has been put into the opposing surface of the opposing formwork.

【図4】コンクリート製品の組立地下室の平面図であ
る。
FIG. 4 is a plan view of a basement for assembling concrete products.

【図5】図4の正面図である。FIG. 5 is a front view of FIG. 4;

【図6】図4A−A線による縦断面図である。FIG. 6 is a longitudinal sectional view taken along the line AA of FIG. 4;

【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。
FIG. 7A is a longitudinal sectional view showing a state in which an engaging recess is formed on the inner surface of the water-impermeable foam, and the inner surface is engaged with ready-mixed concrete. (B) is a front view taken along line BB of (a). FIG. 3C is an enlarged vertical sectional view taken along line CC of FIG. (D) is a plan view taken along line (b) in FIG.

【図8】建屋及び組立地下室の縦断面図である。FIG. 8 is a vertical sectional view of a building and an assembled basement.

【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。
FIG. 9 is an end view of the basement, foundation concrete, and suspension wire.

【図10】図9の側面図である。FIG. 10 is a side view of FIG. 9;

【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。
FIG. 11 (a) is a longitudinal sectional view of a basement concrete of a basement in a state in which the basement is prevented from rising. (B) The figure is a detailed vertical sectional view of the lower part of the basement and the foundation concrete.

【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。
FIG. 12 is an enlarged step view of a state in which heavy concrete is engaged and cast on the outward step surface.

【符号の説明】[Explanation of symbols]

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 DESCRIPTION OF SYMBOLS 1 Formwork 1 'Opposite surface 2 Impermeable foam 2' Inner surface 2 "Outer surface 3 Boundary surface 4 Concrete product (reverse gate unit block) 4a End plate block 4b Outward step surface 4c Basement room 5 Mortar 6 Cement 11 Basic concrete 13 Anti-floating wire 14 Building foundation concrete 15 Heavy concrete

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 対立する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
の型枠の上記対向面との間又は双方の型枠の対向面に面
接する上記発泡体の内面間に上記発泡体の浮上を阻止し
て生コンクリートを投入することを特徴とする断熱性コ
ンクリート製品製造法。
An impermeable foam is in contact with one or both of the opposing surfaces of the opposing molds, and between the inner surface of one of the foams and the opposing surface of the other mold or both. A method of manufacturing a heat-insulating concrete product, comprising charging ready-mixed concrete while preventing floating of the foam between the inner surfaces of the foam which are in contact with the opposing surface.
【請求項2】 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る請求項1記載の断熱性コンク
リート製品製造法。
2. The interface between the concrete hardened by the pressure due to the weight of the ready-mixed concrete and the deformation of the foam due to the heat of hydration of the ready-mixed concrete and the foam is brought into inseparable contact. Method of manufacturing insulated concrete products.
【請求項3】 上記不透水性発泡体の内面に予め水平方
向の係合用小凹溝又は係合用小凹部を設けた請求項1又
は2記載の断熱性コンクリート製品製造法。
3. The method for producing a heat-insulating concrete product according to claim 1, wherein a small engaging groove or a small engaging recess in the horizontal direction is provided in advance on the inner surface of the water-impermeable foam.
【請求項4】 硬化又は凝固したコンクリート製品の外
面又は内外面を不透水性発泡体で被覆し、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ること
を特徴とする断熱性コンクリート製品。
4. An outer surface or an inner and outer surface of a hardened or solidified concrete product is coated with a water-impermeable foam, and the mortar / cement or the like of the concrete is pressed irregularly into an uneven shape at a boundary surface of the foam. A heat-insulating concrete product, wherein the boundary surface is integrated.
【請求項5】 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4記載の
断熱性コンクリート製品。
5. The heat-insulating concrete product according to claim 4, wherein a small horizontal engaging groove or a small concave engaging portion is provided in advance on the inner surface of the water-impermeable foam.
【請求項6】 上記コンクリート製品が逆門形単位ブロ
ック又は端板ブロックであって、外壁面上部に外向段面
を形成した請求項4又は5記載の断熱性コンクリート製
品。
6. The heat-insulating concrete product according to claim 4, wherein the concrete product is an inverted gate-shaped unit block or an end plate block, and an outwardly facing step surface is formed on an outer wall surface.
【請求項7】 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基礎コンクリートに向う浮上止めワ
イヤーを連結することのできる請求項6記載の断熱性コ
ンクリート製品。
7. The heat-insulating concrete product according to claim 6, wherein an anti-floating wire directed to the foundation concrete can be connected to the outward step surface of the basement assembled by the block.
【請求項8】 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を係合打設す
ることのできる請求項6記載の断熱性コンクリート製
品。
8. The heat-insulating concrete product according to claim 6, wherein a building foundation concrete can be engaged and cast on the outward step surface of the basement assembled by the block.
【請求項9】 上記建屋基礎コンクリートに代り重量コ
ンクリートを係合打設することのできる請求項8記載の
断熱性コンクリート製品。
9. The heat-insulating concrete product according to claim 8, wherein heavy concrete can be engaged and cast in place of said building foundation concrete.
JP2000400895A 2000-06-08 2000-12-28 Insulating concrete product manufacturing method and product Expired - Fee Related JP3619776B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000400895A JP3619776B2 (en) 2000-06-08 2000-12-28 Insulating concrete product manufacturing method and product

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
JP2000171397 2000-06-08
JP2000-171397 2000-10-25
JP2000-325885 2000-10-25
JP2000325885 2000-10-25
JP2000400895A JP3619776B2 (en) 2000-06-08 2000-12-28 Insulating concrete product manufacturing method and product

Publications (2)

Publication Number Publication Date
JP2001164680A true JP2001164680A (en) 2001-06-19
JP3619776B2 JP3619776B2 (en) 2005-02-16

Family

ID=27343653

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Country Status (1)

Country Link
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CN111502083A (en) * 2020-01-21 2020-08-07 北京首钢建设集团有限公司 Method for preventing C L plate from shifting
CN115110539A (en) * 2022-07-06 2022-09-27 中建八局第三建设有限公司 Construction method for erecting formwork on one side around sump pit

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* 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
CN110485592B (en) * 2019-08-20 2020-09-25 广州市卓爵建筑工程有限公司 Construction method of damp-proof wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502083A (en) * 2020-01-21 2020-08-07 北京首钢建设集团有限公司 Method for preventing C L plate from shifting
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
CN115110539A (en) * 2022-07-06 2022-09-27 中建八局第三建设有限公司 Construction method for erecting formwork on one side around sump pit
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

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