JPS58195630A - Concrete placement method - Google Patents

Concrete placement method

Info

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
Application number
JP7773982A
Other languages
Japanese (ja)
Inventor
Akira Takahashi
明 高橋
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.)
Sango Co Ltd
Sango KK
Original Assignee
Sango Co Ltd
Sango 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 Sango Co Ltd, Sango KK filed Critical Sango Co Ltd
Priority to JP7773982A priority Critical patent/JPS58195630A/en
Publication of JPS58195630A publication Critical patent/JPS58195630A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat 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

PURPOSE:To eliminate the needs for conventional formwork and reinforcement as well as construct strong foundation by a method in which concrete is placed into a frame made up of expandible metals in such a way as to integrately combine the expandible metals and concrete. CONSTITUTION:Expandible metals 1 are erected on an U-shaped metal tool 3 fixed to a foundation 2, spacing metals 4 and 5 are inserted into a rising portion (a), and then concrete is concurrently placed to a base (b) and a rising section 7. After the concrete is hardened, finish morter 8 is placed on the upside.

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)

【特許請求の範囲】[Claims] コンクリートを打設する位置に型枠に代え、所要間隔を
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:
JP7773982A 1982-05-10 1982-05-10 Concrete placement method Pending JPS58195630A (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (2)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN108930361A (en) Prefabricated superposed column, assembled architecture body and assembled architecture body method of construction
JPS58195630A (en) Concrete placement method
US3233027A (en) Method of making prestressed concrete beams
JP2004124641A (en) Outer form for tunnel entrance, and construction method of tunnel entrance using the same
JPS6131261B2 (en)
JP2616207B2 (en) Building construction method using reinforced concrete columns and steel beams
JPS5923162Y2 (en) Mounting device for facing material
JPH06155431A (en) Production of form object made of precast concrete
JPH09254868A (en) Method for building floating caisson
JPS5812892Y2 (en) concrete bridge
JP2846937B2 (en) Manufacturing method of composite concrete columns
JPH0324676Y2 (en)
JPH0657970B2 (en) Precast concrete hollow pillar
JP2001214609A (en) Execution method of building frame body
JPH03279533A (en) Constructing method for rigid-frame type rc super-high building
JP3053752U (en) Plastic concrete embedded formwork
JPS6224563B2 (en)
JPH0683815U (en) Precast concrete coated columns
JPH07197510A (en) Construction of regulating pondage
JP2566477B2 (en) Outer wall construction method
JP3289163B2 (en) How to build underground structures
JPH04371613A (en) Execution method of post steel anchor section
JPH0130988B2 (en)
JPH09119139A (en) Precast member serving as underground beam form and construction method of underground beam using this precast member
JPH0532544B2 (en)