CN1844607A - Workshop floor and ground treatment method - Google Patents
Workshop floor and ground treatment method Download PDFInfo
- Publication number
- CN1844607A CN1844607A CN 200510200222 CN200510200222A CN1844607A CN 1844607 A CN1844607 A CN 1844607A CN 200510200222 CN200510200222 CN 200510200222 CN 200510200222 A CN200510200222 A CN 200510200222A CN 1844607 A CN1844607 A CN 1844607A
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- China
- Prior art keywords
- surface layer
- floor
- pea gravel
- gravel concreten
- polypropylene
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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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Abstract
The invention relates to a method for treating the floor and ground of workshop, which comprises a ground layer formed by stone concrete on the basic layer formed by reinforcing steel bar concrete; while the stone concrete is mixed with the polypropylene anti-crack fiber material for avoiding ground layer cracking. The inventive ground layer has the advantages that non-easy crack, non-easy drop and longer service life, with reduced maintenance cost. The invention can solve the problems of crack and drop of C30 stone concrete floor in 50 thick of second floor of electrolysis workshop.
Description
Technical field:
The present invention relates to the processing method of a kind of Electrolytic Workshop building, ground surface layer, particularly a kind of processing method of Electrolytic Workshop second floor floor surface layer.
Background technology:
Potroom second floor flooring in the electrolytic aluminium engineering generally all is an operation layer, this operation layer is made up of with the surface layer that is laid in the basic unit basic unit, basic unit is made up of the reinforced concrete structure layer, surface layer is made up of 50 thick C30 pea gravel concreten surface layers, because comparatively frequent the passing through of bogie arranged on flooring, sometimes also want the higher charcoal piece of laying temperature, the crack just appears in surface layer that therefore existing employing pea gravel concreten is made in a short period of time, perhaps come off, this not only influences ordinary production and use, but also influence attractive in appearancely, increased maintenance cost simultaneously.
Summary of the invention:
The objective of the invention is: provide a kind of not easy to crack, application life long production department building, the processing method of ground surface layer, to overcome the deficiencies in the prior art.
The present invention is achieved in that it comprises the existing ground floor of being made up of pea gravel concreten that is laid in the basic unit that the reinforced concrete structure layer forms, when using conventional methods, in the pea gravel concreten of surface layer, be mixed with the polypropylene defend and split fibre material that is used to prevent the ground floor cracking with pea gravel concreten making surface layer; And in every cubic metre of pea gravel concreten, be mixed with 0.6～2 kilogram of polypropylene defend and split fibre material; The fibre diameter of the polypropylene defend and split fibre material that in pea gravel concreten, mixes less than 30 microns, its fibre length greater than 10 millimeters.
Owing to adopted technique scheme, the present invention to increase concrete resistance to tension, improved concrete anti-wear performance and crack resistance.Therefore, the present invention compared with prior art, that flooring surface layer of the present invention not only has is not easy to crack, difficult drop-off and application life long advantage, but also reduced maintenance cost.Adopt the present invention can solve the crack of existing potroom second floor flooring 50 thick C30 pea gravel concreten surface layers and the problem that comes off fully.
The specific embodiment:
Embodiments of the invention: in the reinforced concrete structure layer basic unit of production department floor, when laying the surface layer of 50 thick C30 pea gravel concretens by traditional method, earlier carrying out pea gravel concreten by traditional method gets the raw materials ready, adding 0.6～2 kilogram of polypropylene defend and split fibre material then in every cubic metre of pea gravel concreten mixes, this polypropylene defend and split fibre material can directly adopt the finished product of selling on the market, and the fibre diameter of polypropylene defend and split fibre material is controlled at scope less than 30 microns, its fibre length is controlled at the scope greater than 10 millimeters, and the pea gravel concreten that contains polypropylene defend and split fibre material that mixes is carried out the building by conventional method, the ground topping laying.
Claims (3)
1. the processing method of a production department building, ground surface layer, it comprises building, the ground surface layer is made up of pea gravel concreten that is laid in the basic unit that the reinforced concrete structure floor forms, and it is characterized in that: be mixed with in the pea gravel concreten of surface layer and be used to the polypropylene defend and split fibre material that prevents that ground floor from ftractureing.
2. the processing method of production department according to claim 1 building, ground surface layer is characterized in that: be mixed with 0.6～2 kilogram of polypropylene defend and split fibre material in every cubic metre of pea gravel concreten.
3. the processing method of production department according to claim 1 building, ground surface layer is characterized in that: the fibre diameter of the polypropylene defend and split fibre material that in pea gravel concreten, mixes less than 30 microns, its fibre length greater than 10 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510200222 CN1844607A (en) | 2005-04-08 | 2005-04-08 | Workshop floor and ground treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510200222 CN1844607A (en) | 2005-04-08 | 2005-04-08 | Workshop floor and ground treatment method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1844607A true CN1844607A (en) | 2006-10-11 |
Family
ID=37063568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510200222 Pending CN1844607A (en) | 2005-04-08 | 2005-04-08 | Workshop floor and ground treatment method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1844607A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101886457A (en) * | 2010-06-30 | 2010-11-17 | 中利建设集团有限公司 | Method for constructing wear-resistant and crack-resistant hardened ground |
| CN101684686B (en) * | 2008-09-24 | 2012-01-25 | 贵阳铝镁设计研究院有限公司 | Method for manufacturing anti-cracking concrete floor of aluminium electrolysis workshop |
| CN101761159B (en) * | 2008-12-23 | 2012-07-04 | 贵阳铝镁设计研究院有限公司 | Method for manufacturing aluminum electrolyzing workshop anti-cracking floor via combining heat resisting brick and integral concreting |
| CN103061490A (en) * | 2012-12-28 | 2013-04-24 | 攀钢集团工程技术有限公司 | Method enhancing abrasive resistance of concrete in thermal environments |
| CN104929365A (en) * | 2015-07-08 | 2015-09-23 | 山东淄建集团有限公司 | Composite surface construction technology for garbage discharging platform of garbage incineration power plant |
-
2005
- 2005-04-08 CN CN 200510200222 patent/CN1844607A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101684686B (en) * | 2008-09-24 | 2012-01-25 | 贵阳铝镁设计研究院有限公司 | Method for manufacturing anti-cracking concrete floor of aluminium electrolysis workshop |
| CN101761159B (en) * | 2008-12-23 | 2012-07-04 | 贵阳铝镁设计研究院有限公司 | Method for manufacturing aluminum electrolyzing workshop anti-cracking floor via combining heat resisting brick and integral concreting |
| CN101886457A (en) * | 2010-06-30 | 2010-11-17 | 中利建设集团有限公司 | Method for constructing wear-resistant and crack-resistant hardened ground |
| CN101886457B (en) * | 2010-06-30 | 2012-11-14 | 中利建设集团有限公司 | Method for constructing wear-resistant and crack-resistant hardened ground |
| CN103061490A (en) * | 2012-12-28 | 2013-04-24 | 攀钢集团工程技术有限公司 | Method enhancing abrasive resistance of concrete in thermal environments |
| CN103061490B (en) * | 2012-12-28 | 2015-09-16 | 攀钢集团工程技术有限公司 | A kind of method strengthening concrete abrasion-resistant in thermal environment |
| CN104929365A (en) * | 2015-07-08 | 2015-09-23 | 山东淄建集团有限公司 | Composite surface construction technology for garbage discharging platform of garbage incineration power plant |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |