CN106272950A - Combination concrete shuttering bubble treatment technology - Google Patents
Combination concrete shuttering bubble treatment technology Download PDFInfo
- Publication number
- CN106272950A CN106272950A CN201510234680.8A CN201510234680A CN106272950A CN 106272950 A CN106272950 A CN 106272950A CN 201510234680 A CN201510234680 A CN 201510234680A CN 106272950 A CN106272950 A CN 106272950A
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- CN
- China
- Prior art keywords
- concrete
- reinforcement cage
- shuttering
- cage structure
- self
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- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention belongs to mould applications, particularly to combination concrete shuttering bubble treatment technology, be mainly used in combining concrete shuttering.This technical combinations concrete shuttering uses vertical die, reinforcement cage structure framework is placed in the middle of combination concrete shuttering, the pipeline opening of casting concrete it is reserved with bottom reinforcement cage structure, other parts are the steel plate closed, to reinforcement cage structure, self-compacting concrete is poured from the bottom of combination concrete shuttering, and keep the speed pouring self-compacting concrete, stop pouring after reinforcement cage structure framework is full of self-compacting concrete.The present invention can avoid producing bubble during producing casting concrete, affects wallboard density, also improves speed of production simultaneously, improves production capacity, and operating process is simple in addition, it is easy to promotes.
Description
Technical field
The invention belongs to mould applications, particularly apply at combination concrete shuttering bubble treatment technology.
Background technology
Sectionalized house industry development in recent years is rapid, and sectionalized house component production mould improves the most further.Combination concrete shuttering uses vertical die, and floor space is little, and production capacity is big, easy and simple to handle efficiently, application is progressively promoted.Sectionalized house wallboard produces in shop-fabricated, during casting concrete, vertical die there will be bubble, affect the density of sectionalized house wallboard, in order to improve the quality of sectionalized house wallboard, the invention provides combination concrete shuttering bubble treatment technology, both generation bubble during casting concrete it had been avoided that, affect wallboard density, also improve speed of production simultaneously, improve production capacity.
Summary of the invention
It is an object of the present invention to provide combination concrete shuttering bubble treatment technology, it is mainly used for combining concrete shuttering, can avoid producing bubble during producing casting concrete by the present invention, affect wallboard density, also improve speed of production simultaneously, improve production capacity.
The technical solution used in the present invention is: combination concrete shuttering uses vertical die, reinforcement cage structure framework is placed in the middle of combination concrete shuttering, the pipeline opening of casting concrete it is reserved with bottom reinforcement cage structure, other parts are the steel plate closed, to reinforcement cage structure, self-compacting concrete is poured from the bottom of combination concrete shuttering, and keep the speed pouring self-compacting concrete, stop pouring after reinforcement cage structure framework is full of self-compacting concrete.
The described speed pouring self-compacting concrete, i.e. pours speed of perfusion when self-compacting concrete obtains the wallboard of optimum state according to test.
The present invention is applicable to combine concrete shuttering, reinforcement cage structure framework is placed in the middle of combination concrete shuttering, and keep certain speed to pour self-compacting concrete from reinforcement cage structure bottom up, treat that being full of self-compacting concrete in reinforcement cage structure stops pouring.Can avoid producing bubble during producing casting concrete by the present invention, affect wallboard density, also improve speed of production simultaneously, improve production capacity, operating process is simple in addition, it is easy to promote.
Accompanying drawing explanation
Fig. 1 is reinforcement cage structure block schematic illustration.
Reference: 1, steel plate；2, reinforcing bar；3, inlet pipeline.
Detailed description of the invention
Describe the present invention below with reference to accompanying drawing.But embodiments of the present invention are not limited to that.
Combination concrete shuttering uses vertical die, reinforcement cage structure framework as shown in Figure 1 is placed between combination concrete shuttering, reinforcement cage structure framework surrounding is steel plate 1 structure, and leave inlet pipeline 3 in the side of bottom steel plate 1 for pouring self-compacting concrete in reinforcement cage structure, and in reinforcement cage structure framework, it is laid with reinforcing bar 2；When shop-fabricated sectionalized house wallboard, the self-compacting concrete inlet pipeline 3 from reinforcement cage structure base of frame steel plate 1 side pours, the speed pouring self-compacting concrete obtains speed of perfusion decision during optimum state wallboard according to test, and speed of perfusion remains unchanged in casting process, fixing speed of perfusion and self-compacting concrete action of gravity can make the sectionalized house wallboard density pouring out keep consistent, and the generation of minimizing bubble, stop pouring when being full of self-compacting concrete in reinforcement cage structure framework.
The present invention is not limited to above-mentioned embodiment, and anyone can obtain combining concrete shuttering bubble treatment technology under the enlightenment of the present invention.All impartial changes done according to scope of the present invention patent and modification, all should belong to the covering scope of the present invention.
Claims (2)
1. combination concrete shuttering bubble treatment technology, including combination concrete shuttering, reinforcement cage structure framework and self-compacting concrete, it is characterized in that: combination concrete shuttering uses vertical die, reinforcement cage structure framework is placed in the middle of combination concrete shuttering, the pipeline opening of casting concrete it is reserved with bottom reinforcement cage structure, other parts are the steel plate closed, to reinforcement cage structure, self-compacting concrete is poured from the bottom of combination concrete shuttering, and keep the speed pouring self-compacting concrete, stop pouring after reinforcement cage structure framework is full of self-compacting concrete.
Combination concrete shuttering bubble treatment technology the most according to claim 1, it is characterised in that: the described speed pouring self-compacting concrete i.e. pours speed of perfusion when self-compacting concrete obtains the wallboard of optimum state according to test.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510234680.8A CN106272950A (en) | 2015-05-11 | 2015-05-11 | Combination concrete shuttering bubble treatment technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510234680.8A CN106272950A (en) | 2015-05-11 | 2015-05-11 | Combination concrete shuttering bubble treatment technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106272950A true CN106272950A (en) | 2017-01-04 |
Family
ID=57630567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510234680.8A Pending CN106272950A (en) | 2015-05-11 | 2015-05-11 | Combination concrete shuttering bubble treatment technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106272950A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111185997A (en) * | 2020-01-15 | 2020-05-22 | 北京市燕通建筑构件有限公司 | Jacking vibration-free vertical die forming process for fabricated concrete member |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015717A (en) * | 2012-12-01 | 2013-04-03 | 中国建筑第七工程局有限公司 | Construction process for coating faced concrete outside ultrahigh steel tube column after floor is closed |
| CN203066352U (en) * | 2013-01-05 | 2013-07-17 | 华侨大学 | Self-supporting type special-shaped steel-encased-concrete composite beam |
| CN204054318U (en) * | 2014-09-17 | 2014-12-31 | 新疆国统管道股份有限公司天津分公司 | A kind of self-compacting concrete storing blanking device of concrete duct vertical forming |
| CN104441203A (en) * | 2013-09-17 | 2015-03-25 | 中广核工程有限公司 | Self-compacting concrete specimen production method and self-compacting concrete specimen production device |
-
2015
- 2015-05-11 CN CN201510234680.8A patent/CN106272950A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015717A (en) * | 2012-12-01 | 2013-04-03 | 中国建筑第七工程局有限公司 | Construction process for coating faced concrete outside ultrahigh steel tube column after floor is closed |
| CN203066352U (en) * | 2013-01-05 | 2013-07-17 | 华侨大学 | Self-supporting type special-shaped steel-encased-concrete composite beam |
| CN104441203A (en) * | 2013-09-17 | 2015-03-25 | 中广核工程有限公司 | Self-compacting concrete specimen production method and self-compacting concrete specimen production device |
| CN204054318U (en) * | 2014-09-17 | 2014-12-31 | 新疆国统管道股份有限公司天津分公司 | A kind of self-compacting concrete storing blanking device of concrete duct vertical forming |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111185997A (en) * | 2020-01-15 | 2020-05-22 | 北京市燕通建筑构件有限公司 | Jacking vibration-free vertical die forming process for fabricated concrete member |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170104 |
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| WD01 | Invention patent application deemed withdrawn after publication |