CN105984037A - Construction method for pouring concrete by combined mold - Google Patents
Construction method for pouring concrete by combined mold Download PDFInfo
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- CN105984037A CN105984037A CN201510063363.4A CN201510063363A CN105984037A CN 105984037 A CN105984037 A CN 105984037A CN 201510063363 A CN201510063363 A CN 201510063363A CN 105984037 A CN105984037 A CN 105984037A
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- assembling die
- concrete
- engineering method
- construction engineering
- concrete construction
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the construction field, and particularly relates to a construction method for pouring concrete by a combined mold. The method comprises the following steps: S101, assembling a mold; S102, assembling a steel reinforcement cage; S103, pouring concrete; S104, maintaining concrete; and S105, detaching the mold. The construction method is simple in operation and can be used for realizing mechanical construction, reducing labor force and shortening the construction cycle, and the prefabricated part prepared by the method accords with related current national specification standards.
Description
Technical field
The present invention relates to a kind of building field, particularly to a kind of assembling die concrete construction engineering method.
Background technology
The casting process of concrete can have a strong impact on the quality problems of concrete component, the meeting that the defect of component quality is lighter affects the durability of structure, serious meeting affects structural safety, is directly connected to the total quality of whole engineering, and therefore the pouring construction engineering method of concrete is particularly important.
Summary of the invention
Invention provides a kind of assembling die concrete construction engineering method, solve above-mentioned produced problem.
The present invention adopts the technical scheme that: a kind of assembling die concrete construction engineering method, comprises the following steps: step S101, organizes mould；Step S102, steel reinforcement cage is installed；Step S103, concreting；Step S104, concrete curing；Step S105, form removal.
Described group of mould, scribbling the template of separating medium, is combined by hydraulic means, and by fixing device, fixed Combination mould.
Described steel reinforcement cage is installed, and previously prepared steel reinforcement cage, is lifted to assembling die by sky, and fixes position.
Described concreting, use from the bottom to top pour mode, utilize hydraulic means that concrete is pumped in assembling die from hopper, observe whether having bubble formation by the glass surface of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
Described concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period ambient temperature should be kept to be not less than 5 DEG C, placing terminate 4～6h and concrete final set after can heat up, programming rate is not preferably greater than 10 DEG C/h, and concrete internal temperature is no more than 60 DEG C during constant temperature, and maximum must not exceed 65 DEG C, the thermostatic curing time should require according to component demoulding strength, concrete mix situation and environmental condition etc. are determined by test, and cooling rate is not preferably greater than 10 DEG C/h.
Described form removal, by utilizing hydraulic means to make assembling die separate, the assembling die of separation to be cleared up in time, removes concrete remaining on plate face, brush oil, deposits, repair the template damaged.
The advantage of the present invention is: this construction is simple to operate, it is achieved mechanized construction, reduces manpower, shortens construction period, and the prefabricated components prepared meet the existing relevant codes and standards of country.
Accompanying drawing explanation
Accompanying drawing is a kind of assembling die concrete construction flow chart.
Detailed description of the invention
It is described further below in conjunction with construction process figure.
As it can be seen, a kind of assembling die concrete construction engineering method, comprise the following steps: step S101, organize mould, scribbling the template of separating medium, combined by hydraulic means, and by fixing device, fixed Combination mould.
Step S102, steel reinforcement cage is installed, and previously prepared steel reinforcement cage, is lifted to assembling die by sky, and fixes position.
Step S103, concreting, use from the bottom to top pour mode, utilize hydraulic means that concrete is pumped in assembling die from hopper, observe whether having bubble formation by the glass surface of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
Step S104, concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period ambient temperature should be kept to be not less than 5 DEG C, placing terminate 4～6h and concrete final set after can heat up, programming rate is not preferably greater than 10 DEG C/h, during constant temperature, concrete internal temperature is no more than 60 DEG C, maximum must not exceed 65 DEG C, the thermostatic curing time should require according to component demoulding strength, concrete mix situation and environmental condition etc. are determined by test, and cooling rate is not preferably greater than 10 DEG C/h.
Step S105, form removal, by utilizing hydraulic means to make assembling die separate, the assembling die of separation to be cleared up in time, removes concrete remaining on plate face, brush oil, deposits, repair the template damaged.
Claims (6)
1. an assembling die concrete construction engineering method, it is characterised in that: comprise the following steps, step S101, organize mould；Step S102, steel reinforcement cage is installed；Step S103, concreting；Step S104, concrete curing；Step S105, form removal.
A kind of assembling die concrete construction engineering method, it is characterised in that: described group of mould, scribbling the template of separating medium, combined by hydraulic means, and by fixing device, fixed Combination mould.
A kind of assembling die concrete construction engineering method, it is characterised in that: described steel reinforcement cage is installed, and previously prepared steel reinforcement cage, is lifted to assembling die by sky, and fixes position.
A kind of assembling die concrete construction engineering method, it is characterized in that: described concreting, use from the bottom to top pour mode, utilize hydraulic means that concrete is pumped in assembling die from hopper, observe whether having bubble formation by the glass surface of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
A kind of assembling die concrete construction engineering method, it is characterized in that: described concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period ambient temperature should be kept to be not less than 5 DEG C, placing terminate 4～6h and concrete final set after can heat up, programming rate is not preferably greater than 10 DEG C/h, during constant temperature, concrete internal temperature is no more than 60 DEG C, maximum must not exceed 65 DEG C, the thermostatic curing time should be according to component demoulding strength requirement, concrete mix situation and environmental condition etc. are determined by test, cooling rate is not preferably greater than 10 DEG C/h.
A kind of assembling die concrete construction engineering method, it is characterized in that: described form removal, assembling die is made to separate by utilizing hydraulic means, the assembling die separated to be cleared up in time, remove concrete remaining on plate face, brush oil, deposits, and repairs the template damaged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510063363.4A CN105984037A (en) | 2015-02-09 | 2015-02-09 | Construction method for pouring concrete by combined mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510063363.4A CN105984037A (en) | 2015-02-09 | 2015-02-09 | Construction method for pouring concrete by combined mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105984037A true CN105984037A (en) | 2016-10-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510063363.4A Pending CN105984037A (en) | 2015-02-09 | 2015-02-09 | Construction method for pouring concrete by combined mold |
Country Status (1)
| Country | Link |
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| CN (1) | CN105984037A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107796687A (en) * | 2017-12-07 | 2018-03-13 | 山东明达建筑科技有限公司 | A kind of glass fibre connector anti-pulling concrete sample and preparation method thereof |
| CN110126159A (en) * | 2019-05-19 | 2019-08-16 | 东莞市励合防火材料有限公司 | A kind of fire-proof plate automatic demoulding manufacture craft |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003181809A (en) * | 2001-12-17 | 2003-07-02 | Mizuno:Kk | Shell molded product for manufacturing composite cement concrete product having core shell structure and its manufacturing method |
| CN1609346A (en) * | 2003-10-20 | 2005-04-27 | 胡柏英 | Superposed pile structure and construction method |
| CN102691294A (en) * | 2012-05-15 | 2012-09-26 | 安宜建设集团有限公司 | Construction method of underground continuous wall |
| CN103074868A (en) * | 2013-01-30 | 2013-05-01 | 安徽水利开发股份有限公司 | Precast fence plate dam reinforcing method |
| CN103967223A (en) * | 2013-01-30 | 2014-08-06 | 任丘市永基建筑安装工程有限公司 | Synthetic technology of novel waterproof and heat-insulating roof board |
-
2015
- 2015-02-09 CN CN201510063363.4A patent/CN105984037A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003181809A (en) * | 2001-12-17 | 2003-07-02 | Mizuno:Kk | Shell molded product for manufacturing composite cement concrete product having core shell structure and its manufacturing method |
| CN1609346A (en) * | 2003-10-20 | 2005-04-27 | 胡柏英 | Superposed pile structure and construction method |
| CN102691294A (en) * | 2012-05-15 | 2012-09-26 | 安宜建设集团有限公司 | Construction method of underground continuous wall |
| CN103074868A (en) * | 2013-01-30 | 2013-05-01 | 安徽水利开发股份有限公司 | Precast fence plate dam reinforcing method |
| CN103967223A (en) * | 2013-01-30 | 2014-08-06 | 任丘市永基建筑安装工程有限公司 | Synthetic technology of novel waterproof and heat-insulating roof board |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107796687A (en) * | 2017-12-07 | 2018-03-13 | 山东明达建筑科技有限公司 | A kind of glass fibre connector anti-pulling concrete sample and preparation method thereof |
| CN110126159A (en) * | 2019-05-19 | 2019-08-16 | 东莞市励合防火材料有限公司 | A kind of fire-proof plate automatic demoulding manufacture craft |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161005 |