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JP4806743B2 - Construction structure of external heat insulating material for buildings - Google Patents
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JP4806743B2 - Construction structure of external heat insulating material for buildings - Google Patents

Construction structure of external heat insulating material for buildings Download PDF

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JP4806743B2
JP4806743B2 JP2005244646A JP2005244646A JP4806743B2 JP 4806743 B2 JP4806743 B2 JP 4806743B2 JP 2005244646 A JP2005244646 A JP 2005244646A JP 2005244646 A JP2005244646 A JP 2005244646A JP 4806743 B2 JP4806743 B2 JP 4806743B2
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heat insulating
insulating material
wall
building
concrete
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JP2007056590A (en
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正隆 田中
芳郎 田中
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Description

本発明は、建築物の外断熱材施工構造に関する。   The present invention relates to an external heat insulating material construction structure for a building.

従来、建築物の基礎構造は、基礎地盤に対して建築物の土台が載置される領域に沿って所定深さの溝が掘削され、かつ、その溝で囲まれた内方の地盤面もグランドレベルよりも所定深さ(溝よりも浅い)に掘削され、溝及びその内方の地盤上に砕石及び/又は栗石が転圧され、その上面に、溝の上方とその他位置に縦配筋及びスラブ配筋が組まれ、溝の位置に組まれた縦配筋の両側面近傍に沿って仮枠を配設し、これら縦配筋を埋め込むようにコンクリートが打たれ、さらには、仮枠を取り外した後、スラブ配筋を埋め込むようにコンクリートが打たれたものとされている。   Conventionally, a foundation structure of a building has a groove of a predetermined depth excavated along an area where the foundation of the building is placed on the foundation ground, and an inner ground surface surrounded by the groove is also provided. Excavated to a predetermined depth (shallow than the groove) from the ground level, crushed stones and / or chestnuts are rolled on the groove and the ground inside, and vertically arranged above the groove and at other positions on the upper surface. And slab reinforcement is assembled, temporary frames are arranged along the vicinity of both side surfaces of the vertical reinforcement assembled at the groove position, and concrete is struck so as to embed these vertical reinforcements. It is said that the concrete was struck so as to embed the slab reinforcement.

このような従来の建築物の基礎構造においては、コンクリートを打つために配設される仮枠設置に多くの手間と時間を要していた。この問題を解消するために、本出願人は、コンクリートを打つために配設される仮枠設置の手間と時間を削減し、工数の短期化及び低コスト化が図れる建築物の基礎構造体を用いた基礎構造及びその施工法を先に提案した(特許文献1参照)。   In such a basic structure of a conventional building, it takes a lot of time and effort to install a temporary frame that is arranged for hitting concrete. In order to solve this problem, the present applicant reduced the labor and time required to install temporary frames for placing concrete, and reduced the man-hours and costs of the building. The basic structure used and its construction method were proposed previously (see Patent Document 1).

上記特許文献1に記載されたような建築物の基礎構造にあって、外断熱材の施工の工数を低減したいとの要請がある。従来、外断熱材の施工は、コンクリートを打つために配設される仮枠を取り外した後、このコンクリートの外周面に断熱材を配置し、さらに白蟻の侵入を防ぐため、この断熱材を仕上材で覆う作業(外部仕上げ、以下同様)が必要であった。そのため、外断熱材の施工に手間と時間がかかり、工期の長期化、コスト高を招いていた。
特開2003−96791号公報
There is a demand for reducing the number of man-hours for construction of the outer heat insulating material in the basic structure of a building as described in Patent Document 1 above. Conventionally, the outer insulation material is constructed by removing the temporary frame that is placed to hit the concrete, then placing the insulation material on the outer peripheral surface of the concrete, and finishing this insulation material to prevent the invasion of white ants. Work to cover with materials (external finishing, the same applies below) was necessary. For this reason, it takes time and labor to construct the outer heat insulating material, resulting in a longer construction period and higher costs.
JP 2003-96791 A

本発明は、上述した問題点を解決するためになされたものであり、外断熱材の施工が容易に行え、工期が少なく、コストの低減が可能である建築物の外断熱材施工構造を提供することを目的とする。   The present invention has been made to solve the above-described problems, and provides an external heat insulating material construction structure for a building that can be easily applied to an external heat insulating material, has a short construction period, and can reduce costs. The purpose is to do.

上記目的を達成するために請求項1の発明は、基礎地盤に対して少なくとも建築物の略床面形状分について所定深さの改良地盤が生成され、前記改良地盤上に、外側壁と内側壁と底面壁とを有する断面略U字状の所定長さのコンクリート基礎ブロックが長さ方向に複数個連結して組み付けられ、前記連結されたコンクリート基礎ブロックの外側壁の内面に、ウレタン等の断熱材が配設され、前記コンクリート基礎ブロック内にコンクリートが充填され、このコンクリート上に建物の土台が載せられ、建物の外壁に配置される外断熱材が、前記コンクリート基礎ブロックの外側壁の内面に配設された断熱材と連続した状態に設けられるものである。 In order to achieve the above object, according to the first aspect of the present invention, an improved ground having a predetermined depth is generated for at least a portion of a substantially floor shape of a building relative to a foundation ground, and an outer wall and an inner wall are formed on the improved ground. A plurality of concrete foundation blocks having a predetermined U-shaped cross section having a bottom wall and a predetermined length are connected and assembled in the length direction, and heat insulation such as urethane is applied to the inner surface of the outer wall of the connected concrete foundation block. The concrete foundation block is filled with concrete, the foundation of the building is placed on the concrete, and the outer heat insulating material disposed on the outer wall of the building is placed on the inner surface of the outer wall of the concrete foundation block. It is provided in a state continuous with the disposed heat insulating material.

本発明に係る建築物の外断熱材施工構造においては、建物の外壁に配置される外断熱材が、コンクリート基礎ブロックの外側壁の内面に配設された断熱材と略連続した状態で設けられているので、白蟻の侵入を防ぐための外部仕上げが断熱材に不要となり、外断熱材の施工が容易に行え、工期の短縮化及びコストの低減が可能である。   In the external heat insulating material construction structure for a building according to the present invention, the external heat insulating material disposed on the outer wall of the building is provided in a state substantially continuous with the heat insulating material disposed on the inner surface of the outer wall of the concrete foundation block. Therefore, an external finish for preventing the invasion of white ants is not required for the heat insulating material, the external heat insulating material can be easily constructed, and the construction period can be shortened and the cost can be reduced.

以下、本発明の第1の実施形態に係る建築物の外断熱材施工構造について説明する。図1は、本発明に係る外断熱材施工構造が適用されて完成した逆ベタ基礎構造の断面を示す。施工者は、基礎地盤1に対して建築物の床面形状の外周囲近傍に合わせてグランドレベルGLより所定深さ(本例では620mm程度)、ほぼ全面的に掘削する。この掘削した領域内に、掘削した土砂にセメント系地盤改良材(セメント固化材)を付加して埋め戻して転圧して改良地盤2aを形成する。地盤改良材は、その他の土質安定処理材であってもよい。この改良地盤2aの上面に、無型枠で所定長さ(例えば、1500mm)のコンクリート基礎ブロック3を複数個長さ方向に連結して組み付ける。   Hereinafter, the external heat insulating material construction structure of a building according to the first embodiment of the present invention will be described. FIG. 1 shows a cross section of an inverted solid foundation structure completed by applying an outer heat insulating material construction structure according to the present invention. The installer excavates the foundation ground 1 almost entirely at a predetermined depth (about 620 mm in this example) from the ground level GL in accordance with the vicinity of the outer periphery of the floor shape of the building. In this excavated area, a cement-based ground improvement material (cement solidifying material) is added to the excavated earth and sand, backfilled and rolled to form the improved ground 2a. The ground improvement material may be another soil stabilization material. A plurality of concrete foundation blocks 3 having a predetermined length (for example, 1500 mm) are connected and assembled to the upper surface of the improved ground 2a in a length direction.

このコンクリート基礎ブロック3は、背高(例えば、650mm)の外側壁31と底面壁32とから成るL字型のコンクリート基礎ブロック3a(L字型部材)と、背低(例えば、450mm)の内側壁33から成るI字型のコンクリート基礎ブロック3b(I字型部材)とを有しており、コンクリート基礎ブロック3aの底面壁の上面には、所定深さ(例えば、25mm)の溝34、35が設けられるとともに、ここでは、溝35に、I字型のコンクリート基礎ブロック3bの下端部が嵌合している。なお、I字型のコンクリート基礎ブロックIの下端部は、溝34に嵌合されてもよく、施工時に任意の位置に嵌合することができる。   This concrete foundation block 3 includes an L-shaped concrete foundation block 3a (L-shaped member) composed of an outer wall 31 having a tall height (for example, 650 mm) and a bottom wall 32, and an inner side having a low height (for example, 450 mm). It has an I-shaped concrete foundation block 3b (I-shaped member) composed of a wall 33, and grooves 34, 35 having a predetermined depth (for example, 25 mm) are formed on the upper surface of the bottom wall of the concrete foundation block 3a. Here, the lower end portion of the I-shaped concrete foundation block 3 b is fitted in the groove 35. In addition, the lower end part of the I-shaped concrete foundation block I may be fitted into the groove 34 and can be fitted at an arbitrary position during construction.

次に、前記連結されたコンクリート基礎ブロック3により囲まれた内方であって、改良地盤2aの内方面の地盤上にも内側壁33の高さまで、上述と同様に改良地盤2bを生成する。この改良地盤2bの厚みは620mm程度とし、グランドレベルGLより400mm程度の高さとする。コンクリート基礎ブロック3の外側壁31の上端は、グランドレベルGLより400mm程度の高さになるようにしている。また、外側壁31の内面、及び、改良地盤2b上には、例えば、ウレタンや発泡材等から成る断熱材5、6が配設されている。   Next, the improved ground 2b is generated in the same manner as described above up to the height of the inner wall 33 on the ground surrounded by the connected concrete foundation block 3 and on the inner surface of the improved ground 2a. The improved ground 2b has a thickness of about 620 mm and a height of about 400 mm from the ground level GL. The upper end of the outer wall 31 of the concrete foundation block 3 is set to a height of about 400 mm from the ground level GL. Further, on the inner surface of the outer wall 31 and the improved ground 2b, heat insulating materials 5 and 6 made of, for example, urethane or foam material are disposed.

上記により連結されたコンクリート基礎ブロック3の内方の改良地盤2b上及び断熱材6上のそれぞれに外側壁31の高さまで鉄筋コンクリートスラブ4を打つ。この鉄筋コンクリートスラブ4の水平上面がグランドレベルGLより所定必要高さ(400mm程度)位置になるようにする。   The reinforced concrete slab 4 is hit to the height of the outer wall 31 on the improved ground 2b and the heat insulating material 6 inside the concrete foundation block 3 connected as described above. The horizontal upper surface of the reinforced concrete slab 4 is set at a predetermined required height (about 400 mm) from the ground level GL.

こうして施工された基礎構造体は、デッキ構造となり、鉄筋コンクリートスラブ4上に建築物(建物)を載せることができる。図1には、鉄筋コンクリートスラブ4上に建築物の土台11を戴置してアンカー(図示なし)で固定し、この土台11上に柱・外壁12を立設している様子を示す。コンクリート基礎ブロック3の連結には、連結金具(図示なし)を使用する。また、この建物の外壁12の外面には、外断熱材51が配置されており、この外断熱材51は、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続したものである。   The foundation structure thus constructed has a deck structure, and a building (building) can be placed on the reinforced concrete slab 4. FIG. 1 shows a state in which a building base 11 is placed on a reinforced concrete slab 4 and fixed with an anchor (not shown), and columns and outer walls 12 are erected on the base 11. For the connection of the concrete foundation block 3, a connection fitting (not shown) is used. An outer heat insulating material 51 is disposed on the outer surface of the outer wall 12 of the building, and the outer heat insulating material 51 is continuous with the heat insulating material 5 disposed on the inner surface of the outer wall 31 of the concrete foundation block 3. Is.

上記実施形態においては、建物の外壁12に配置される外断熱材51が、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続した状態で設けられているので、断熱材5に白蟻の進入を防ぐための外部仕上げが不要となり、外断熱材51の施工が容易に行える。そのため、工期の短縮化及びコストの低減が可能である。また、コンクリート基礎ブロックがL字型部材とI字型部材とに分割できるので、外側壁と内側壁とを任意の幅寸法に変更ができる。   In the said embodiment, since the outer heat insulating material 51 arrange | positioned at the outer wall 12 of a building is provided in the state continuous with the heat insulating material 5 arrange | positioned at the inner surface of the outer side wall 31 of the concrete foundation block 3, it heat-insulates. An external finish for preventing white ants from entering the material 5 is not required, and the external heat insulating material 51 can be easily constructed. Therefore, the construction period can be shortened and the cost can be reduced. Moreover, since a concrete foundation block can be divided | segmented into an L-shaped member and an I-shaped member, an outer side wall and an inner side wall can be changed into arbitrary width dimensions.

次に、本発明の第2の実施形態に係る建築物の外断熱材施工構造について説明する。図2は、本発明に係る建築物の外断熱材施工構造が適用されて完成したベタ基礎構造の断面を示す。施工者は、図1と同様に、基礎地盤1に対して建築物の床面形状の外周囲近傍に合わせて改良地盤2aを形成し、この改良地盤2aの上面に、無型枠で所定長さのコンクリート基礎ブロック3を複数個長さ方向に連結して組み付けている。   Next, the external heat insulating material construction structure for a building according to the second embodiment of the present invention will be described. FIG. 2 shows a cross section of a solid foundation structure completed by applying the external heat insulating material construction structure for a building according to the present invention. As shown in FIG. 1, the builder forms an improved ground 2a in the vicinity of the outer periphery of the floor shape of the building with respect to the foundation ground 1, and a predetermined length is formed on the upper surface of the improved ground 2a with a non-frame. A plurality of concrete foundation blocks 3 are connected and assembled in the length direction.

このコンクリート基礎ブロック3は、第1の実施形態と同様の部材から構成されるが、I字型のコンクリート基礎ブロック3bは、L字型のコンクリート基礎ブロック3aの外側壁31と同じ背高となる形状に形成され、I字型のコンクリート基礎ブロック3bの側面部を打ち抜いて開口部36が形成され、連結されたコンクリート基礎ブロック3により囲まれた内方であって、改良地盤2aの内方面の地盤上には、改良地盤2bが開口部36の高さの中間位置程度まで生成されている。外側壁31の内面には、第1の実施形態と同様に、断熱材5が配設されている。改良地盤2b上には、鉄筋コンクリートスラブ4が打たれ、さらに、鉄筋コンクリートスラブ4上には、断熱材6が配設されている。   Although this concrete foundation block 3 is comprised from the member similar to 1st Embodiment, the I-shaped concrete foundation block 3b becomes the same height as the outer wall 31 of the L-shaped concrete foundation block 3a. An opening 36 is formed by punching out the side surface portion of the I-shaped concrete foundation block 3b and is surrounded by the connected concrete foundation block 3, and is formed on the inner surface of the improved ground 2a. On the ground, the improved ground 2b is generated up to the middle position of the height of the opening 36. As in the first embodiment, the heat insulating material 5 is disposed on the inner surface of the outer side wall 31. A reinforced concrete slab 4 is struck on the improved ground 2 b, and a heat insulating material 6 is disposed on the reinforced concrete slab 4.

こうして施工された基礎構造体は、第1の実施形態と同様に、デッキ構造となり、鉄筋コンクリートスラブ4上に土台11を載置し、この土台11上に柱・外壁12を立設することにより建築物を載せる。外壁12の外面には、外断熱材51が配置されており、この外断熱材51は、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続したものである。   The foundation structure thus constructed has a deck structure as in the first embodiment, and a base 11 is placed on the reinforced concrete slab 4 and a column / outer wall 12 is erected on the base 11 to build the foundation structure. Put a thing on it. An outer heat insulating material 51 is disposed on the outer surface of the outer wall 12, and the outer heat insulating material 51 is continuous with the heat insulating material 5 disposed on the inner surface of the outer wall 31 of the concrete foundation block 3.

上記実施形態においても、建物の外壁12に配置される外断熱材51が、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続した状態で設けられているので、第1の実施形態と同様に、工期の短縮化及びコストの低減が可能である。   Also in the above embodiment, the outer heat insulating material 51 disposed on the outer wall 12 of the building is provided in a state of being continuous with the heat insulating material 5 disposed on the inner surface of the outer side wall 31 of the concrete foundation block 3. As in the first embodiment, the construction period can be shortened and the cost can be reduced.

次に、本発明の第3の実施形態に係る建築物の外断熱材施工構造について説明する。図3は、本発明に係る建築物の外断熱材施工構造が適用されて完成した布基礎構造の断面を示す。施工者は、図1と同様に、基礎地盤1に対して建築物の床面形状の外周囲近傍に合わせて改良地盤2aを形成し、この改良地盤2aの上面に、所定長さのコンクリート基礎ブロック3を複数個長さ方向に連結して組み付けている。   Next, an external heat insulating material construction structure for a building according to a third embodiment of the present invention will be described. FIG. 3 shows a cross section of a fabric foundation structure completed by applying an external heat insulating material construction structure for a building according to the present invention. As in FIG. 1, the installer forms an improved ground 2 a in the vicinity of the outer periphery of the floor shape of the building with respect to the foundation ground 1, and a concrete foundation having a predetermined length is formed on the upper surface of the improved ground 2 a. A plurality of blocks 3 are connected in the length direction and assembled.

このコンクリート基礎ブロック3は、図2と同様に、外側壁31の内面には断熱材5が配設され、また、I字型のコンクリート基礎ブロック3bの一部を打ち抜いて開口部36が形成され、連結されたコンクリート基礎ブロック3により囲まれた内方であって、改良地盤2aの内方面の地盤上には、割栗石7が開口部36の高さまで生成されている。この割栗石7の上には鉄筋コンクリートスラブ4が生成され、さらに鉄筋コンクリートスラブ4上には、断熱材6が配設されている。   In this concrete foundation block 3, as in FIG. 2, the heat insulating material 5 is disposed on the inner surface of the outer wall 31, and an opening 36 is formed by punching a part of the I-shaped concrete foundation block 3b. On the inner side surrounded by the connected concrete foundation block 3 and on the inner surface of the improved ground 2a, the split stones 7 are generated up to the height of the opening 36. A reinforced concrete slab 4 is generated on the cracked stone 7, and a heat insulating material 6 is disposed on the reinforced concrete slab 4.

こうして施工された基礎構造体は、第1の実施形態と同様に、デッキ構造となり、鉄筋コンクリートスラブ4上に土台11を載置し、この土台11上に柱・外壁12を立設することにより建築物を載せることができる。外壁12の外面には、外断熱材51が配置されており、この外断熱材51は、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続したものである。   The foundation structure thus constructed has a deck structure as in the first embodiment, and a base 11 is placed on the reinforced concrete slab 4 and a column / outer wall 12 is erected on the base 11 to build the foundation structure. You can put things on it. An outer heat insulating material 51 is disposed on the outer surface of the outer wall 12, and the outer heat insulating material 51 is continuous with the heat insulating material 5 disposed on the inner surface of the outer wall 31 of the concrete foundation block 3.

上記実施形態においても、建物の外壁12に配置される外断熱材51が、コンクリート基礎ブロック3の外側壁31の内面に配設された断熱材5と連続した状態で設けられているので、第1の実施形態と同様に、工期の短縮化及びコストの低減が可能である。   Also in the above embodiment, the outer heat insulating material 51 disposed on the outer wall 12 of the building is provided in a state of being continuous with the heat insulating material 5 disposed on the inner surface of the outer side wall 31 of the concrete foundation block 3. As in the first embodiment, the construction period can be shortened and the cost can be reduced.

なお、本発明は、上記各実施形態の構成に限られず、発明の趣旨を変更しない範囲で種々の変形が可能である。上記実施形態では、L字型のコンクリート基礎ブロックLの底面壁3cに複数の溝31a、31bを設けたものを示したが、1つでも、又は、3つ以上設けたものであってもよい。但し、溝が1つだけの場合は、外側壁3aと内側壁3bとの間の幅寸法は一定のものとなる。   The present invention is not limited to the configuration of each of the embodiments described above, and various modifications can be made without departing from the spirit of the invention. In the said embodiment, although what provided the some groove | channels 31a and 31b in the bottom wall 3c of the L-shaped concrete foundation block L was shown, you may provide one or three or more. . However, when there is only one groove, the width dimension between the outer wall 3a and the inner wall 3b is constant.

また、コンクリート基礎ブロック3は、U字型の分割できないコンクリート基礎ブロックからなってもよい。   Further, the concrete foundation block 3 may be made of a U-shaped concrete foundation block that cannot be divided.

本発明の第1の実施形態に係る建築物の基礎構造の断面図。Sectional drawing of the foundation structure of the building which concerns on the 1st Embodiment of this invention. 本発明の第2の実施形態に係る建築物の基礎構造の断面図。Sectional drawing of the foundation structure of the building which concerns on the 2nd Embodiment of this invention. 本発明の第3の実施形態に係る建築物の基礎構造の断面図。Sectional drawing of the foundation structure of the building which concerns on the 3rd Embodiment of this invention.

符号の説明Explanation of symbols

1 基礎地盤
2a 改良地盤
2b 改良地盤
3 コンクリート基礎ブロック(基礎構造体)
3a L字型部材
3b I字型部材
31 外側壁
32 底面壁
33 内側壁
34 溝
35 溝
36 開口部
4 鉄筋コンクリートスラブ
5 断熱材
51 外断熱材
6 断熱材
7 栗割石
11 土台
12 柱・壁

1 foundation ground 2a improved ground 2b improved ground 3 concrete foundation block (foundation structure)
3a L-shaped member 3b I-shaped member 31 outer wall 32 bottom wall 33 inner wall 34 groove 35 groove 36 opening 4 reinforced concrete slab 5 heat insulating material 51 outer heat insulating material 6 heat insulating material 7 chestnut stone 11 base 12 pillar / wall

Claims (1)

基礎地盤に対して少なくとも建築物の略床面形状分について所定深さの改良地盤が生成され、
前記改良地盤上に、外側壁と内側壁と底面壁とを有する断面略U字状の所定長さのコンクリート基礎ブロックが長さ方向に複数個連結して組み付けられ、
前記連結されたコンクリート基礎ブロックの外側壁の内面に、ウレタン等の断熱材が配設され、
前記コンクリート基礎ブロック内にコンクリートが充填され、このコンクリート上に建物の土台が載せられ、建物の外壁に配置される外断熱材が、前記コンクリート基礎ブロックの外側壁の内面に配設された断熱材と連続した状態に設けられることを特徴とする建築物の外断熱材施工構造。
An improved ground with a predetermined depth is generated for at least the approximate floor shape of the building with respect to the foundation ground,
On the improved ground, a plurality of concrete foundation blocks of a predetermined length having a substantially U-shaped cross section having an outer wall, an inner wall, and a bottom wall are connected and assembled in the length direction.
A heat insulating material such as urethane is disposed on the inner surface of the outer wall of the connected concrete foundation block,
The concrete foundation block is filled with concrete, the foundation of the building is placed on the concrete, and the outer heat insulating material disposed on the outer wall of the building is the heat insulating material disposed on the inner surface of the outer wall of the concrete foundation block A construction structure for external heat insulating material for buildings, characterized in that it is provided in a continuous state.
JP2005244646A 2005-08-25 2005-08-25 Construction structure of external heat insulating material for buildings Expired - Fee Related JP4806743B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005244646A JP4806743B2 (en) 2005-08-25 2005-08-25 Construction structure of external heat insulating material for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005244646A JP4806743B2 (en) 2005-08-25 2005-08-25 Construction structure of external heat insulating material for buildings

Publications (2)

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JP2007056590A JP2007056590A (en) 2007-03-08
JP4806743B2 true JP4806743B2 (en) 2011-11-02

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120807A (en) * 2014-07-11 2014-10-29 张跃 Concrete exterior wall with hanging seats

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103031900A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Heat insulating component

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3806628B2 (en) * 2001-09-27 2006-08-09 正隆 田中 Building basic structure and construction method
JP2005023593A (en) * 2003-06-30 2005-01-27 Sekisui Chem Co Ltd Thermal insulation foundation structure of building
JP3759142B2 (en) * 2003-12-26 2006-03-22 株式会社妻沼電化工業 Assembled formwork unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120807A (en) * 2014-07-11 2014-10-29 张跃 Concrete exterior wall with hanging seats

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