JP4610757B2 - Cloth foundation method - Google Patents

Cloth foundation method Download PDF

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Publication number
JP4610757B2
JP4610757B2 JP2001045960A JP2001045960A JP4610757B2 JP 4610757 B2 JP4610757 B2 JP 4610757B2 JP 2001045960 A JP2001045960 A JP 2001045960A JP 2001045960 A JP2001045960 A JP 2001045960A JP 4610757 B2 JP4610757 B2 JP 4610757B2
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Japan
Prior art keywords
precast
mold
rising
fabric foundation
concrete
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Expired - Fee Related
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JP2001045960A
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Japanese (ja)
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JP2002242206A (en
Inventor
孝治 住山
英一 広瀬
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孝治 住山
英一 広瀬
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Priority to JP2001045960A priority Critical patent/JP4610757B2/en
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Description

【0001】
【発明の属する技術分野】
本発明はプレキャスト型枠を用いた布基礎工法に関するものである。
【0002】
【従来の技術】
従来、建物の布基礎工法としては、鉄筋を縦横に格子状に連結した立ち上がり筋の両側に、ベニヤ板や鉄板により型枠を組立て、この型枠の内側にコンクリートを打設して、コンクリートが硬化した後に、上記型枠を取外す方法が行なわれていた。
【0003】
しかしながら従来の方法では、型枠の組立て、取外し作業に多数の人手と手間がかかる上、コンクリート硬化するまでの養生に時間がかかり、工期が長くなる問題があった。更に仕上の工程として、取外した型枠の跡が、コンクリートの表面に残るため、化粧仕上げを行なう必要があった。
【0004】
【発明が解決しようとする課題】
本発明は上記問題点を改善し、型枠の組立て、取外し作業を省いて、現場での作業性を向上させた布基礎工法を提供するものである。
【0005】
【課題を解決するための手段】
本発明の請求項1記載の布基礎工法は、布基礎を構成する立ち上がり筋の片側に沿って、縦方向に配置した板状部の下部にこれと直交して立ち上がり筋側と反対側にベース部を設けて断面L形にコンクリートで一体に成型すると共に、内壁面にナットを埋め込んだ複数枚のプレキャスト型枠を壁状に組み合わせて外側型枠を形成し、これと対向して前記立ち上がり筋を挟んで、縦方向に配置した板状部の下部にこれと直交して立ち上がり筋側と反対側にベース部を設けて断面L形に一体にコンクリートで成型すると共に、前記ナットと対向してボルト挿通孔を開孔した複数枚のプレキャスト型枠を壁状に組み合わせて内側型枠を形成し、内外両型枠の間に筒状のスペーサーを設け、前記ボルト挿通孔を通してこのスペーサーを貫通するボルトの先端を前記ナットに螺合させて内外両型枠を連結して、この内外両型枠の間に生コンクリートを流し込んで一体に固化させることを特徴とするものである。
【0006】
本発明の請求項2記載の布基礎工法は、請求項1において、プレキャスト型枠の立ち上がり筋側の内面に、型枠成型時に凹凸部を成型したことを特徴とするものである。
【0007】
本発明の請求項3記載の布基礎工法は、請求項1または2において、布基礎の内側型枠を構成するプレキャスト型枠の立ち上がり筋側と反対側の片面に断熱層を一体に形成したことを特徴とするものである。
【0008】
【発明の実施の形態】
以下本発明の実施の一形態を図1ないし図を参照して詳細に説明する。図1において1は外側型枠で、2は内側型枠、3は布基礎を構成する立ち上がり筋である。この立ち上がり筋3の片側に沿って複数枚のプレキャスト型枠4A、4Bを壁状に組み合わせて外側型枠1を形成し、これと対向して前記立ち上がり筋3を挟んで、複数枚のプレキャスト型枠5A、5Bを壁状に組み合わせて内側型枠2を形成し、内外両型枠1、2の間の隙間6に円筒状のスペーサー7を設け、このスペーサー7を貫通するボルト8で内外両型枠1、2を連結したものである。
【0009】
前記外側型枠1を構成するプレキャスト型枠4Aは、図2に示すように軽量コンクリートで形成され、縦方向に配置した板状部10の下部にこれと直交して立ち上がり筋側3と反対側にベース部11を設けて断面L形に一体に成型すると共に、2枚の板状部10を平面L形状に組合せて形成したものである。またプレキャスト型枠4Bは縦方向に配置した板状部10の下部にこれと直交して立ち上がり筋側3と反対側にベース部11を設けて断面L形に一体に成型したものである。これらプレキャスト型枠4A、4Bの板状部10の内面上部には横方向に所定の間隔でナット12…が埋め込まれている。更に板状部10の両端部には、縦方向に沿って係合段部13が形成されている。
【0010】
また前記内側型枠2を構成するプレキャスト型枠5Aは図3に示すように軽量コンクリートで形成され、縦方向に配置した板状部10の下部にこれと直交して立ち上がり筋側3と反対側にベース部11を設けて断面L形に一体に成型すると共に、2枚の板状部10を平面L形状に組合せて形成したものである。またプレキャスト型枠5Bは、縦方向に配置した板状部10の下部にこれと直交して立ち上がり筋側3と反対側にベース部11を設けて断面L形に一体に成型したものである。これらプレキャスト型枠5A、5Bの板状部10の上部には、前記ナット12…に対向して横方向に所定の間隔でボルト挿通孔14…が開孔されている。更に板状部10の両端部には縦方向に沿って係合段部13が形成されている。
【0011】
次に上記構成のプレキャスト型枠4A、4B、5A、5Bを用いて布基礎を施工する方法について説明する。先ず図4に示すように、住宅の布基礎の形状に沿って溝を掘り、ここに鉄筋を格子状に組合せたベース筋17と立ち上がり筋3を逆T形に組合せて、ベース筋17の部分にコンクリート18を打設してベース19を形成する。次に突出した立ち上がり筋3に沿ってプレキャスト型枠4A、4Bを並べて両端の係合段部13を交互に組み合わせて外側型枠1を構成する。
【0012】
またこの外側型枠1に対向して、プレキャスト型枠5A、5Bを並べて両端の係合段部13を交互に組み合わせて内側型枠2を構成する。次にプレキャスト型枠4A、4Bに取付けたナット12と、プレキャスト型枠5A、5Bに開孔したボルト挿通孔14との間に円筒状のスペーサー7を配置して、ボルト8にワッシャ20を嵌めて、ボルト挿通孔14から円筒状のスペーサー7を通してナット12に接合し、外側型枠1と内側型枠2を連結して図1および図5の状態に組立てる。
【0013】
このように型枠を組立ててから、外側型枠1と内側型枠2との間にコンクリート18を打設してそのまま硬化させて、図6に示すように布基礎16を完成する。
【0014】
従って、本発明によれば、型枠の表面部分を予め成型したプレキャスト型枠4A、4B、5A、5Bを用いて組立て、ここにコンクリート18を打設するので、型枠の取外し作業が不要となる。また従来のように型枠を外した後の化粧仕上げも不要で、工期を大幅に短縮することができる。またプレキャスト型枠4A、4B、5A、5Bは軽量コンクリートで形成されいるので軽く、運搬や組立作業も容易である。
【0015】
更にプレキャスト型枠4A、4B、5A、5Bの両端部には縦方向に沿って係合段部13が逆向きに形成されて、ここを交互に係合させるので平面状に組み合わせることができる。またプレキャスト型枠4A、4Bには予めナット12を埋設した状態で一体に成型され、プレキャスト型枠5A、5Bにもこれに対応してボルト挿通孔14が成型時に開孔されているので、組立作業が容易である。
【0016】
図7は本発明の他の実施の形態を示すもので、プレキャスト型枠4A、4B、5A、5Bの板状部10の内面に凹凸部22を形成したものである。この構造ではコンクリート18が打設される内面に凹凸部22が形成されているのでコンクリート18との密着性を強固にして、布基礎16の強度を向上させることができる。
【0017】
図8は本発明の異なる他の実施の形態を示すもので、外側型枠1を形成するプレキャスト型枠4A、4Bのベース部11にコンクリート釘用穴24を設け、ここにコンクリート釘25を打ち込んでコンクリートベース19に固定するようにしたものである。同様に図9も内側型枠2を形成するプレキャスト型枠5A、5Bのベース部11にコンクリート釘用穴24を設け、ここにコンクリート釘25を打ち込んでコンクリートベース19に固定するようにしたものである。
【0018】
図10は本発明の異なる他の実施の形態を示すもので、内側型枠2を構成するプレキャスト型枠5A、5Bの片面に発泡プラスチックなどの断熱層23を予め工場で一体に形成したものである。この布基礎16は現場での発泡プラスチックの吹き付け作業が不要で、作業性を向上させることができる。
【0019】
なお上記説明では外側型枠1を構成するプレキャスト型枠4A、4Bの表面を平板状に形成した場合について示したが、レンガ状の模様を形成して、レンガ色に着色したものでも良い。またスペーサー7は円筒状に限らず角筒状のものでも良い。
【0020】
【発明の効果】
以上説明した如く本発明に係る請求項1記載の布基礎工法によれば、型枠の表面部分を予め成型したプレキャスト型枠を用いて組立て、ここにコンクリートを打設するので、型枠の取外し作業が不要となる。また従来のように型枠を外した後の化粧仕上げも不要で、工期を大幅に短縮することができる。
【0021】
更に、外側型枠を構成するプレキャスト型枠にナットを埋め込み、これと対向して内側型枠を形成するプレキャスト型枠にボルト挿通孔を開孔したので組立て作業が容易である。
【0022】
また請求項記載の布基礎工法によれば、プレキャスト型枠の立ち上がり筋側の内面に凹凸部を型枠成型時に形成したので、コンクリートとの密着性が強固になり、布基礎の強度を向上させることができる。
【0023】
また請求項記載の布基礎工法によれば、布基礎の内側型枠を構成するプレキャスト型枠の片面に断熱層を一体に形成したので、現場での発泡プラスチックの吹き付けなど断熱施工が不要で、作業性を向上させることができる。
【図面の簡単な説明】
【図1】本発明の実施の一形態による布基礎の斜視図である。
【図2】外側型枠を構成するプレキャスト型枠を示す斜視図である。
【図3】内側型枠を構成するプレキャスト型枠を示す斜視図である。
【図4】本発明方法により型枠を組立てる状態を示す断面図である。
【図5】本発明方法により組立てた型枠の断面図である。
【図6】本発明方法により組立てた布基礎の断面図である。
【図7】本発明の他の実施の形態による布基礎の断面図である。
【図8】外側型枠を構成する本発明の異なる他のプレキャスト型枠を示す斜視図である。
【図9】内側型枠を構成する本発明の異なる他のプレキャスト型枠を示す斜視図である。
【図10】断熱層を形成した本発明の異なる他の実施の形態による布基礎の断面図である。
【符号の説明】
1 外側型枠
2 内側型枠
3 立ち上がり筋
4A プレキャスト型枠
5A プレキャスト型枠
6 隙間
7 スペーサー
8 ボルト
10 板状部
11 ベース部
12 ナット
13 係合段部
14 ボルト挿通孔
16 布基礎
17 ベース筋
18 コンクリート
19 ベース
20 ワッシャ
22 凹凸部
23 断熱層
24 コンクリート釘用穴
25 コンクリート釘
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fabric foundation method using a precast formwork.
[0002]
[Prior art]
Conventionally, as a fabric foundation method for buildings, the formwork is assembled with plywood and iron plates on both sides of the rising bars that connect the reinforcing bars in the form of a grid, and the concrete is placed inside the formwork to harden the concrete. After that, a method for removing the formwork has been performed.
[0003]
However, the conventional method has a problem in that it takes a lot of labor and labor to assemble and remove the formwork, and it takes time to cure the concrete until it hardens, resulting in a long construction period. Furthermore, as a finishing process, since the trace of the removed formwork remains on the concrete surface, it is necessary to perform a cosmetic finish.
[0004]
[Problems to be solved by the invention]
The present invention provides a fabric foundation method that improves the above-mentioned problems and eliminates the work of assembling and removing the formwork to improve workability at the site.
[0005]
[Means for Solving the Problems]
The fabric foundation method according to claim 1 of the present invention is based on the lower side of the plate-like portion arranged in the vertical direction along one side of the rising muscles constituting the fabric foundation, and the base on the opposite side to the rising muscle side. And forming an outer mold by combining a plurality of precast molds in which nuts are embedded in the inner wall surface into a wall shape, and facing the riser A base part is provided at the lower side of the plate-like part arranged in the vertical direction on the opposite side to the rising streak side, and is integrally molded with concrete in an L-shaped cross section, and opposed to the nut. A plurality of precast molds with bolt insertion holes are combined in a wall shape to form an inner mold, and a cylindrical spacer is provided between the inner and outer molds, and the spacer passes through the bolt insertion holes. bolt And a tip screwed into the nut to connect the inner and outer mold, is characterized in that the solidified integrally by pouring fresh concrete during the inner and outer mold.
[0006]
The cloth foundation method according to claim 2 of the present invention is characterized in that, in claim 1, an uneven portion is formed on the inner surface of the precast mold on the rising line side at the time of mold forming .
[0007]
The cloth foundation method according to claim 3 of the present invention is the cloth foundation method according to claim 1 or 2, wherein a heat insulating layer is integrally formed on one side of the precast mold forming the inner mold of the cloth foundation on the side opposite to the rising line side. It is characterized by.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter an embodiment of the present invention with reference to FIGS. 1 to 6 will be described in detail. In FIG. 1, 1 is an outer formwork, 2 is an inner formwork, and 3 is a rising line constituting the cloth foundation. A plurality of precast molds 4A and 4B are combined in a wall shape along one side of the rising line 3 to form the outer mold 1, and a plurality of precast molds are sandwiched across the rising line 3 so as to face it. The inner mold 2 is formed by combining the frames 5A and 5B in the shape of a wall, and a cylindrical spacer 7 is provided in the gap 6 between the inner and outer molds 1 and 2, and both the inner and outer bolts are formed by bolts 8 penetrating the spacer 7. Forms 1 and 2 are connected.
[0009]
As shown in FIG. 2, the precast mold 4A constituting the outer mold 1 is made of lightweight concrete, and is formed on the lower side of the plate-like portion 10 arranged in the vertical direction so as to be orthogonal to the rising muscle side 3 and on the opposite side. The base portion 11 is provided to be integrally formed into a L-shaped cross section, and the two plate-like portions 10 are combined in a plane L shape. Further, the precast form 4B is formed integrally with a L-shaped cross section by providing a base portion 11 at a lower portion of a plate-like portion 10 arranged in a vertical direction and perpendicular to the base portion 11 on the opposite side of the rising muscle side 3. Nuts 12... Are embedded in the upper part of the inner surface of the plate-like portion 10 of the precast molds 4A and 4B at predetermined intervals in the lateral direction. Furthermore, the engaging step part 13 is formed in the both ends of the plate-shaped part 10 along the vertical direction.
[0010]
Further, the precast mold 5A constituting the inner mold 2 is formed of lightweight concrete as shown in FIG. 3, and is formed on the lower side of the plate-like portion 10 arranged in the vertical direction at the opposite side to the rising muscle side 3 at right angles thereto. The base portion 11 is provided to be integrally formed into a L-shaped cross section, and the two plate-like portions 10 are combined in a plane L shape. The precast form 5B is formed integrally with a L-shaped cross section by providing a base portion 11 on the lower side of the plate-like portion 10 arranged in the vertical direction and orthogonal to the rising muscle side 3 on the opposite side. Bolt insertion holes 14 are opened at predetermined intervals in the lateral direction facing the nuts 12 in the upper portions of the plate-like portions 10 of the precast molds 5A and 5B. Furthermore, the engagement step part 13 is formed in the both ends of the plate-shaped part 10 along the vertical direction.
[0011]
Next, a method for constructing a fabric foundation using the precast molds 4A, 4B, 5A, and 5B having the above configuration will be described. First, as shown in FIG. 4, a groove is dug along the shape of the fabric foundation of the house, and the base reinforcement 17 and the rising reinforcement 3 are combined in a reverse T shape. Concrete 18 is placed on the base 19 to form a base 19. Next, the outer mold 1 is configured by arranging the precast molds 4A and 4B along the protruding rising stripes 3 and alternately combining the engaging step portions 13 at both ends.
[0012]
Further, the inner mold 2 is formed by arranging the precast molds 5A and 5B facing each other and arranging the engaging step portions 13 at both ends alternately. Next, the cylindrical spacer 7 is arranged between the nut 12 attached to the precast molds 4A and 4B and the bolt insertion hole 14 opened in the precast molds 5A and 5B, and the washer 20 is fitted to the bolt 8. Then, the bolt 12 is joined to the nut 12 through the cylindrical spacer 7 through the bolt insertion hole 14, and the outer mold 1 and the inner mold 2 are connected and assembled in the state shown in FIGS.
[0013]
After assembling the mold in this way, the concrete 18 is placed between the outer mold 1 and the inner mold 2 and cured as it is, thereby completing the fabric foundation 16 as shown in FIG.
[0014]
Therefore, according to the present invention, the precast molds 4A, 4B, 5A, and 5B in which the surface portion of the mold is pre-molded are assembled and the concrete 18 is placed there, so that the work of removing the mold is unnecessary. Become. In addition, there is no need for a decorative finish after removing the formwork as in the prior art, and the construction period can be greatly shortened. In addition, the precast molds 4A, 4B, 5A, and 5B are made of lightweight concrete, so are light and easy to carry and assemble.
[0015]
Further, the engaging step portions 13 are formed in opposite directions along the longitudinal direction at both ends of the precast molds 4A, 4B, 5A, and 5B, and these are alternately engaged so that they can be combined in a planar shape. Also, the precast molds 4A and 4B are integrally molded with the nuts 12 pre-embedded, and the bolt insertion holes 14 corresponding to the precast molds 5A and 5B are also opened at the time of molding. Work is easy.
[0016]
FIG. 7 shows another embodiment of the present invention, in which an uneven portion 22 is formed on the inner surface of the plate-like portion 10 of the precast molds 4A, 4B, 5A, and 5B. In this structure, since the concavo-convex portion 22 is formed on the inner surface on which the concrete 18 is placed, the adhesion to the concrete 18 can be strengthened and the strength of the fabric foundation 16 can be improved.
[0017]
FIG. 8 shows another embodiment of the present invention. A concrete nail hole 24 is provided in the base portion 11 of the precast molds 4A and 4B forming the outer mold 1 and a concrete nail 25 is driven therein. And fixed to the concrete base 19. Similarly, in FIG. 9, a concrete nail hole 24 is provided in the base portion 11 of the precast molds 5 </ b> A and 5 </ b> B forming the inner mold 2, and the concrete nail 25 is driven into the hole to be fixed to the concrete base 19. is there.
[0018]
FIG. 10 shows another embodiment of the present invention in which a heat insulating layer 23 such as foamed plastic is formed in advance on one side of the precast molds 5A and 5B constituting the inner mold 2 in advance at the factory. is there. The cloth foundation 16 does not require an on-site blowing operation of foamed plastic, and can improve workability.
[0019]
In the above description, the case where the surfaces of the precast molds 4A and 4B constituting the outer mold 1 are formed in a flat plate shape, but a brick pattern may be formed and colored in a brick color. Further, the spacer 7 is not limited to a cylindrical shape, and may be a rectangular tube shape.
[0020]
【The invention's effect】
As described above, according to the cloth foundation method according to claim 1 of the present invention, the surface portion of the formwork is assembled using the precast formwork previously molded, and concrete is placed there, so that the formwork is removed. Work becomes unnecessary. In addition, there is no need for a decorative finish after removing the formwork as in the prior art, and the construction period can be greatly shortened.
[0021]
Further , since the nut is embedded in the precast mold forming the outer mold and the bolt insertion hole is opened in the precast mold forming the inner mold opposite to the nut, the assembling work is easy.
[0022]
Further, according to the fabric foundation method of claim 2 , since the concave and convex portions are formed on the inner surface of the precast mold frame on the rising line side at the time of molding , the adhesion to the concrete is strengthened and the strength of the fabric foundation is improved. Can be made.
[0023]
Further, according to the cloth foundation method of claim 3 , since the heat insulation layer is integrally formed on one side of the precast formwork constituting the inner formwork of the cloth foundation, there is no need for heat insulation work such as blowing foam plastic on site. Workability can be improved.
[Brief description of the drawings]
FIG. 1 is a perspective view of a fabric foundation according to an embodiment of the present invention.
FIG. 2 is a perspective view showing a precast mold forming an outer mold.
FIG. 3 is a perspective view showing a precast mold forming an inner mold.
FIG. 4 is a sectional view showing a state in which a mold is assembled by the method of the present invention.
FIG. 5 is a cross-sectional view of a mold assembled by the method of the present invention.
FIG. 6 is a cross-sectional view of a fabric foundation assembled by the method of the present invention.
FIG. 7 is a cross-sectional view of a fabric foundation according to another embodiment of the present invention.
FIG. 8 is a perspective view showing another different precast mold of the present invention that constitutes the outer mold.
FIG. 9 is a perspective view showing another different precast mold of the present invention constituting the inner mold.
FIG. 10 is a cross-sectional view of a fabric foundation according to another embodiment of the present invention in which a heat insulating layer is formed.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Outer mold form 2 Inner mold form 3 Standing reinforcement 4A Precast formwork 5A Precast formwork 6 Gap 7 Spacer 8 Bolt 10 Plate-shaped part 11 Base part 12 Nut 13 Engagement step part 14 Bolt insertion hole 16 Cloth foundation 17 Base line 18 Concrete 19 Base 20 Washer 22 Concavity and convexity 23 Heat insulation layer 24 Concrete nail hole 25 Concrete nail

Claims (3)

布基礎を構成する立ち上がり筋の片側に沿って、縦方向に配置した板状部の下部にこれと直交して立ち上がり筋側と反対側にベース部を設けて断面L形にコンクリートで一体に成型すると共に、内壁面にナットを埋め込んだ複数枚のプレキャスト型枠を壁状に組み合わせて外側型枠を形成し、これと対向して前記立ち上がり筋を挟んで、縦方向に配置した板状部の下部にこれと直交して立ち上がり筋側と反対側にベース部を設けて断面L形に一体にコンクリートで成型すると共に、前記ナットと対向してボルト挿通孔を開孔した複数枚のプレキャスト型枠を壁状に組み合わせて内側型枠を形成し、内外両型枠の間に筒状のスペーサーを設け、前記ボルト挿通孔を通してこのスペーサーを貫通するボルトの先端を前記ナットに螺合させて内外両型枠を連結して、この内外両型枠の間に生コンクリートを流し込んで一体に固化させることを特徴とする布基礎工法。A base part is provided at the lower side of the plate-like part arranged in the vertical direction along one side of the rising line that constitutes the fabric foundation, and a base part is provided on the opposite side to the rising line side, and is integrally molded with concrete into an L-shaped section. In addition, a plurality of precast molds in which nuts are embedded in the inner wall surface are combined in a wall shape to form an outer mold frame, and the plate-like portion arranged in the vertical direction is sandwiched between the rising streaks and opposed thereto. A plurality of precast molds which are provided with a base portion on the opposite side to the rising muscle side perpendicular to the lower portion, and are integrally molded with concrete in an L-shaped cross section, and a bolt insertion hole is opened facing the nut. the inner mold is formed by combining in a wall shape, a cylindrical spacer disposed between the inner and outer mold, the bolt insertion hole of the tip of the bolt penetrating the spacer is screwed into the nut through and out both By connecting the frame, the fabric foundation method, characterized in that solidified integrally by pouring fresh concrete during the inner and outer mold. プレキャスト型枠の立ち上がり筋側の内面に、型枠成型時に凹凸部を成型したことを特徴とする請求項1記載の布基礎工法。The fabric foundation method according to claim 1 , wherein an uneven portion is formed on the inner surface of the precast formwork on the rising muscle side at the time of formwork molding . 布基礎の内側型枠を構成するプレキャスト型枠の立ち上がり筋側と反対側の片面に断熱層を一体に形成したことを特徴とする請求項1または2記載の布基礎工法。The fabric foundation method according to claim 1 or 2, wherein a heat insulating layer is integrally formed on one side of the precast mold forming the inner mold of the fabric foundation on the side opposite to the rising line side.
JP2001045960A 2001-02-22 2001-02-22 Cloth foundation method Expired - Fee Related JP4610757B2 (en)

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JP6871723B2 (en) * 2016-11-18 2021-05-12 鹿島建設株式会社 How to build precast formwork and foundation structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05287759A (en) * 1992-04-03 1993-11-02 Kajima Corp Construction method of reinforced concrete foundation beam
JPH09268569A (en) * 1996-03-28 1997-10-14 Komatsu Est Corp Continuous footing for dwelling house
JP2000170172A (en) * 1998-12-07 2000-06-20 Ehi:Kk Foundation construction method and form panel for foundation
JP2000186328A (en) * 1998-12-22 2000-07-04 Kanegafuchi Chem Ind Co Ltd Heat insulating foundation form panel
JP2001040676A (en) * 1999-08-02 2001-02-13 Engel Sangyo:Kk Foundation construction method by divided type foamed synthetic resin form

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05287759A (en) * 1992-04-03 1993-11-02 Kajima Corp Construction method of reinforced concrete foundation beam
JPH09268569A (en) * 1996-03-28 1997-10-14 Komatsu Est Corp Continuous footing for dwelling house
JP2000170172A (en) * 1998-12-07 2000-06-20 Ehi:Kk Foundation construction method and form panel for foundation
JP2000186328A (en) * 1998-12-22 2000-07-04 Kanegafuchi Chem Ind Co Ltd Heat insulating foundation form panel
JP2001040676A (en) * 1999-08-02 2001-02-13 Engel Sangyo:Kk Foundation construction method by divided type foamed synthetic resin form

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