JPS58195630A - Concrete placement method - Google Patents
Concrete placement methodInfo
- Publication number
- JPS58195630A JPS58195630A JP7773982A JP7773982A JPS58195630A JP S58195630 A JPS58195630 A JP S58195630A JP 7773982 A JP7773982 A JP 7773982A JP 7773982 A JP7773982 A JP 7773982A JP S58195630 A JPS58195630 A JP S58195630A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- metals
- expandible
- formwork
- foundation
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
【発明の詳細な説明】 本発明はコンクリート打設工法に関するものである。[Detailed description of the invention] The present invention relates to a concrete pouring method.
従来コンクリート基礎及び構造物を打設するには型枠と
その補強材を組み、その間にコンクリートを流し込んで
コンクリート固化後前記の型枠とその補強材を取外した
もので、fpIlえは住宅基礎のように凸形の場合にお
いては底部のコンクリート固化後に立上りの型枠を組み
コンクリートを流し込む二重手間をかけていた。Conventionally, to cast concrete foundations and structures, a formwork and its reinforcing material were assembled, concrete was poured in between, and after the concrete had hardened, the formwork and its reinforcing material were removed. In the case of a convex shape like this, it took a double effort to build the rising formwork and pour the concrete after the concrete at the bottom had hardened.
本発明は前記在来の工法を改め型枠とその補強材の代り
にエキスバンドメタルを用いて型枠のように取外すこと
なく複雑な形状に対しても一挙にコンクリートを打設し
、取外しの手数を省くと共に、エキスバンドメタルをそ
のま〜コンクリートの補強として残存させるのである。The present invention modifies the conventional construction method and uses expanded metal instead of the formwork and its reinforcing material, making it possible to pour concrete at once even in complex shapes without having to remove it unlike the formwork. This saves time and allows the expanded metal to remain as it is to reinforce the concrete.
即ち本発明はコンクリート構造体が複雑な形状を呈して
いても、型枠に代えエキスバンドメタルを張設し、コン
クリートの打設も又迅速に行うととにより作業工程を短
縮しかつ該エキスバンドメタルは取外すことなく固化し
たコンクリートに結着させ補強効果を兼ねるようにした
ことを特徴とするコンクリート打設工法である。That is, even if the concrete structure has a complicated shape, the present invention shortens the work process by setting expanded metal instead of formwork and quickly placing the concrete. This is a concrete pouring method characterized by the fact that the metal is bonded to the solidified concrete without being removed, thereby serving as a reinforcing effect.
次に図面を参照して本発明に係るコンクリート基礎打設
工法の実施例について説明する。Next, an embodiment of the concrete foundation casting method according to the present invention will be described with reference to the drawings.
7x図の実施例ではエキスバンドメタル1f基奸ベース
2に固定したU彫金具3の上に立設し。In the embodiment shown in Figure 7x, it is installed upright on a U carved metal fitting 3 fixed to an expanded metal 1f basic base 2.
基礎コンクリート・凸形の突出した立上り部分αは間隔
維持金具4及び5を装入したのちベース6のコンクリー
ト6と立上りコンクリート7とを同時に流し込み打設し
たものである。又第2図に示すようにエキスバンドメタ
ルlは普通の網と異なリ、図示のように45°前後の角
度をもった傾斜部1αが設けられコンクリートと仕上モ
ルタル8との結着作用が確実に行われると共に立上り基
礎コンクリート打設時にコンクリートの漏出を防止でき
、本発明の工法を一層効果的にする。即ち、エキスバン
ドメタル1によって構成された枠内にコンクIJ −ト
ロ ’e打ち、これが同化後はエキスバンドメタル1は
コンクリート6とモルタル8に結着され、取外すことな
(補強効果を発揮するのである。The protruding rising portion α of the base concrete is formed by pouring the concrete 6 of the base 6 and the rising concrete 7 at the same time after the spacing maintenance fittings 4 and 5 have been charged. In addition, as shown in Fig. 2, the expanded metal l is different from a normal net because it is provided with an inclined part 1α having an angle of about 45° as shown in the figure, so that the binding effect between the concrete and the finishing mortar 8 is ensured. In addition, leakage of concrete can be prevented during standing foundation concrete pouring, making the construction method of the present invention even more effective. That is, concrete IJ is poured into the frame formed by the expanded metal 1, and after this is assimilated, the expanded metal 1 is bonded to the concrete 6 and mortar 8 and cannot be removed (because it exerts a reinforcing effect). be.
本発明によれば、基礎コンクリート打ちは極めて能率的
に行われ、しかも従来の型枠とその補強材は不用となり
、エキスバンドメタルは打設後補強され、堅牢な基礎を
設置できる。又コンクリート、モルタルの密着作用が強
固で、特に工期が著しく短縮される。According to the present invention, foundation concreting can be performed extremely efficiently, conventional formwork and its reinforcing materials are no longer required, expanded metal is reinforced after pouring, and a sturdy foundation can be installed. In addition, the adhesion between concrete and mortar is strong, and the construction period is significantly shortened.
′ニ::二二ニニ6゜771J =、。、6,7゜−4
施例を示すもので、オ・1図は断面図、第2図は一部の
断面図である。'Ni::22nini6゜771J =,. , 6,7°-4
Fig. 1 is a sectional view, and Fig. 2 is a partial sectional view.
1〜エキスバンドメタル、6,7〜コンクリ−(8) 第i図 第2図1~exband metal, 6,7~concrete (8) Figure i Figure 2
Claims (1)
存して@余F部を列設した形状のエキスバンドメタルを
張設し、該エキスバンドメタルは取外すことなく固化し
たコンクリートに結着されることを特徴とするコンクリ
ート打設工法。In place of the formwork at the location where concrete is to be poured, expand metal with a shape in which the extra F sections are lined up at the required interval is placed, and the expanded metal is bonded to the hardened concrete without being removed. A concrete pouring method characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7773982A JPS58195630A (en) | 1982-05-10 | 1982-05-10 | Concrete placement method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7773982A JPS58195630A (en) | 1982-05-10 | 1982-05-10 | Concrete placement method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58195630A true JPS58195630A (en) | 1983-11-14 |
Family
ID=13642272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7773982A Pending JPS58195630A (en) | 1982-05-10 | 1982-05-10 | Concrete placement method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58195630A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0223653U (en) * | 1988-08-03 | 1990-02-16 | ||
JP2002138663A (en) * | 2000-08-22 | 2002-05-17 | Okabe Co Ltd | Sheathing board for form |
JP2020110050A (en) * | 2019-01-08 | 2020-07-27 | スミリーフ株式会社 | Marine life propagation structure and method for manufacturing the same |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5346014A (en) * | 1976-10-08 | 1978-04-25 | Kawai Musical Instr Mfg Co | Audio converter |
JPS5355619A (en) * | 1976-07-15 | 1978-05-20 | Kinichi Tanaka | Concrete execution method that eliminate need for flask |
-
1982
- 1982-05-10 JP JP7773982A patent/JPS58195630A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5355619A (en) * | 1976-07-15 | 1978-05-20 | Kinichi Tanaka | Concrete execution method that eliminate need for flask |
JPS5346014A (en) * | 1976-10-08 | 1978-04-25 | Kawai Musical Instr Mfg Co | Audio converter |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0223653U (en) * | 1988-08-03 | 1990-02-16 | ||
JP2002138663A (en) * | 2000-08-22 | 2002-05-17 | Okabe Co Ltd | Sheathing board for form |
JP2020110050A (en) * | 2019-01-08 | 2020-07-27 | スミリーフ株式会社 | Marine life propagation structure and method for manufacturing the same |
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