CN110759650A - Digestion method of quicklime on pavement base - Google Patents

Digestion method of quicklime on pavement base Download PDF

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Publication number
CN110759650A
CN110759650A CN201911226425.3A CN201911226425A CN110759650A CN 110759650 A CN110759650 A CN 110759650A CN 201911226425 A CN201911226425 A CN 201911226425A CN 110759650 A CN110759650 A CN 110759650A
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CN
China
Prior art keywords
water
quicklime
bin
sump
determining
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
CN201911226425.3A
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Chinese (zh)
Inventor
金玲玲
史纪申
谢兰敏
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.)
China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201911226425.3A priority Critical patent/CN110759650A/en
Publication of CN110759650A publication Critical patent/CN110759650A/en
Pending legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2/00Lime, magnesia or dolomite
    • C04B2/02Lime
    • C04B2/04Slaking
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/02Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for preparing the materials

Abstract

The invention discloses a method for digesting quicklime of a pavement base, and relates to the technical field of quicklime digestion. The method for digesting the quicklime of the pavement base comprises the following steps: s1, determining the water amount required by slaking the purchased quicklime through a test, thereby determining the water usage amount; s2, calculating and adopting a plurality of batches of approaches according to project lime use engineering quantity; the amount of quicklime in each approach. This method of dispelling of quick lime of road surface basic unit adopts rainwater to concentrate collection, the rational design of feed bin and sump, the end that sprays paint of sump lower extreme can be taken out by the manual work or the fixed spraying, dispels experimental required water yield through quick lime through adopting upper portion sump capacity and disposes feed bin water sump volume, and reasonable control mix proportion makes quick lime dispel the quality and has obtained the guarantee. Through utilizing the rainwater environmental protection more, save the water resource, adopt the sump to also play, prevent the risk that the lime of living is drenched by the rain.

Description

Digestion method of quicklime on pavement base
Technical Field
The invention relates to the technical field of quicklime digestion, in particular to a digestion method of quicklime on a pavement base.
Background
With the continuous development of infrastructure, road construction in highway engineering and municipal engineering is widely applied, and particularly, the construction field of environment-friendly products is more concerned by people in all circles. The two-ash soil adopted by the pavement base is a base mixture formed by mixing plain soil, fly ash and lime according to a certain mixing ratio. Although the strength of the two-ash soil cannot achieve ideal effect within seven days in high-temperature seasons, the later effect is more obvious. And the integrity is good, quality hidden troubles such as cracks are not easy to appear, the water stability can exceed that of common base materials, the low-temperature resistance is strong, the construction is simple and convenient, and a special mixing station is not required.
In the construction of the lime-soil, the construction process is as follows: preparing a lower bearing layer, construction lofting, transporting, paving and leveling soil, primarily pressing, transporting, paving fly ash, stabilizing the fly ash, surface lime (partitioning), mixing and sprinkling water, shaping, rolling, preserving health, and self-checking and accepting.
Before construction, the quicklime in the mixture is digested 7-10 days in advance and can be used after digestion. At present, concentrated spreading is adopted, and manual spraying is adopted for digestion. The quality is not over-closed when the device is used due to the fact that the water quantity is not controlled uniformly and the digestion is not in place, so that the construction quality of the two-ash soil base layer is directly influenced, and serious construction problems such as rework are caused.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a method for digesting quicklime on a pavement base, which solves the problem that at present, concentrated spreading is adopted and manual spraying is adopted for digestion. The problem that the quality is not too high when the mortar is used and the construction quality of the two-ash soil base layer is directly influenced is caused because the water quantity is not controlled uniformly and the digestion is not in place.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: a digestion method of quicklime of a pavement base comprises the following steps:
s1, determining the water amount required by slaking the purchased quicklime through a test, thereby determining the water usage amount;
s2, calculating and adopting a plurality of batches of approaches according to project lime use engineering quantity; the quantity of quicklime entering each time;
s3, determining the size and volume of the bin according to the quantity of quicklime projects;
s4, determining the volume of the water storage shed according to the data, and arranging a communicating water pipe above the water quantity required by the corresponding storage shed;
s5, when much rainwater is collected, the floating ball automatically rises, the floating ball is provided with scales with obvious marks, the volume of the water bin can be observed below, the floating ball rises when the water amount is large, the floating ball flows to the middle water bin through the communicating water pipe, and the water in the middle water bin enters the water collecting bin in the center of the bin along the sewer pipe;
s6, when the water quantity in the water bin of the water shed is less than the communicated water pipe, the floating ball sinks, the water quantity is proved to be less than the slaked lime in the lower bin, the warning mark appears in the index, and the water pump and the water pipe are adopted to pump the water into the water bin above the water shed.
(III) advantageous effects
The invention provides a method for digesting quicklime of a pavement base. The method has the following beneficial effects: this method of dispelling of quick lime of road surface basic unit adopts rainwater to concentrate collection, the rational design of feed bin and sump, the end that sprays paint of sump lower extreme can be taken out by the manual work or the fixed spraying, dispels experimental required water yield through quick lime through adopting upper portion sump capacity and disposes feed bin water sump volume, and reasonable control mix proportion makes quick lime dispel the quality and has obtained the guarantee. Through utilizing the rainwater environmental protection more, save the water resource, adopt the sump to also play, prevent the risk that the lime of living is drenched by the rain.
Drawings
FIG. 1 is a schematic structural view of a quicklime bin according to the present invention;
FIG. 2 is a schematic view of the structure of the sump according to the present invention;
fig. 3 is a schematic view of the quicklime slaking area arrangement of the present invention.
In the figure: 1. a storage bin; 2. a water collecting bin (arranged underground); 3. an upper water sump; 4. a drain pipe; 5. the compartment is communicated with the water pipe; 6. a sump downcomer; 7. a stretchable sprinkler head; 8. a water pump; 9. the water pump is connected with the water pipe; 10. the water bin is provided with a scale floating ball; 11. a middle water sump.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a digestion method of quicklime of a pavement base comprises the following steps:
s1, determining the water amount required by slaking the purchased quicklime through a test, thereby determining the water usage amount;
s2, calculating and adopting a plurality of batches of approaches according to project lime use engineering quantity; the quantity of quicklime entering each time;
s3, determining the size and volume of the bin according to the quantity of quicklime projects;
s4, determining the volume of the water storage shed according to the data, and arranging a communicating water pipe above the water quantity required by the corresponding storage shed;
s5, when much rainwater is collected, the floating ball automatically rises, the floating ball is provided with scales with obvious marks, the volume of the water bin can be observed below, the floating ball rises when the water amount is large, the floating ball flows to the middle water bin through the communicating water pipe, and the water in the middle water bin enters the water collecting bin in the center of the bin along the sewer pipe;
s6, when the water quantity in the water bin of the water shed is less than the communicated water pipe, the floating ball sinks, the water quantity is proved to be less than the slaked lime in the lower bin, the warning mark appears in the index, and the water pump and the water pipe are adopted to pump the water into the water bin above the water shed.
During operation, the well-shaped area is adopted for arrangement, the water storage area is excavated below the well-shaped area, the water collecting shed is arranged above the well-shaped area, the annular area is a quantitative water storage area, the middle partition plate is provided with the connecting water pipe, and the water quantity is observed below the middle partition plate through the floating ball with the scales. Each water bin corresponds to one material bin, and a control water valve is arranged below each water bin and is set to be manually drawn out and fixed, so that the operation can be flexibly carried out; the water feeding of the water collecting shed is formed by precipitation of natural rainfall, and when the floating ball exceeds the specified scale, the water in the four-side bin can enter the middle water bin and enters the water collecting pit in the middle of the bin through the water pipe.
When the water quantity in the water sump is not enough, the floating ball can sink, the next person can know that the water quantity is not enough, and at the moment, the water sump is connected with the water sump in the previous link by arranging the water pump through the water collecting pit, so that the water supply requirement is met.
Meanwhile, in drought seasons, tap water can be used for centralized storage, so that the temperature can be stable, the water is pumped into the water bins and conveyed to the lower part through the water bins, and the quick lime in the lower bin can be effectively cleared up by spraying or manually spraying paint.
In conclusion, the pavement base quicklime digestion method adopts rainwater centralized collection, reasonable design of the bin and the water sump, and the spray painting end head at the lower end of the water sump can be taken out manually or fixedly sprayed, and the volume of the water sump of the bin is configured by adopting the capacity of the water sump at the upper part through the water quantity required by the quicklime digestion test, so that the mixing ratio is reasonably controlled, and the quicklime digestion quality is guaranteed. Through utilizing the rainwater environmental protection more, save the water resource, adopt the sump to also play, prevent the risk that the lime of living is drenched by the rain.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (1)

1. A method for digesting quicklime of a pavement base is characterized by comprising the following steps: the method comprises the following steps:
s1, determining the water amount required by slaking the purchased quicklime through a test, thereby determining the water usage amount;
s2, calculating and adopting a plurality of batches of approaches according to project lime use engineering quantity; the quantity of quicklime entering each time;
s3, determining the size and volume of the bin according to the quantity of quicklime projects;
s4, determining the volume of the water storage shed according to the data, and arranging a communicating water pipe above the water quantity required by the corresponding storage shed;
s5, when much rainwater is collected, the floating ball automatically rises, the floating ball is provided with scales with obvious marks, the volume of the water bin can be observed below, the floating ball rises when the water amount is large, the floating ball flows to the middle water bin through the communicating water pipe, and the water in the middle water bin enters the water collecting bin in the center of the bin along the sewer pipe;
s6, when the water quantity in the water bin of the water shed is less than the communicated water pipe, the floating ball sinks, the water quantity is proved to be less than the slaked lime in the lower bin, the warning mark appears in the index, and the water pump and the water pipe are adopted to pump the water into the water bin above the water shed.
CN201911226425.3A 2019-12-04 2019-12-04 Digestion method of quicklime on pavement base Pending CN110759650A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911226425.3A CN110759650A (en) 2019-12-04 2019-12-04 Digestion method of quicklime on pavement base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911226425.3A CN110759650A (en) 2019-12-04 2019-12-04 Digestion method of quicklime on pavement base

Publications (1)

Publication Number Publication Date
CN110759650A true CN110759650A (en) 2020-02-07

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6487539A (en) * 1987-09-28 1989-03-31 Kariya Sekkai Kogyosho Kk Slaked lime-base composition and production thereof
JP2593891B2 (en) * 1987-10-20 1997-03-26 醒井工業株式会社 Control method of digestion reaction time in quicklime
CN102155036A (en) * 2011-01-19 2011-08-17 中国建筑第六工程局有限公司 Engineering rainfall or rainwater recycling system
CN102976639A (en) * 2012-11-06 2013-03-20 镇江市电站辅机厂有限公司 Quicklime slaking system
CN203393034U (en) * 2013-07-02 2014-01-15 宝钢集团新疆八一钢铁有限公司 Automatic water distribution device for sintered lime
CN105800968A (en) * 2016-06-01 2016-07-27 中冶长天国际工程有限责任公司 Device and method for quicklime digestion, dedusting and sewage sludge treatment
CN106007414A (en) * 2016-06-01 2016-10-12 中冶长天国际工程有限责任公司 High efficiency quicklime slaking and dedusting system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6487539A (en) * 1987-09-28 1989-03-31 Kariya Sekkai Kogyosho Kk Slaked lime-base composition and production thereof
JP2593891B2 (en) * 1987-10-20 1997-03-26 醒井工業株式会社 Control method of digestion reaction time in quicklime
CN102155036A (en) * 2011-01-19 2011-08-17 中国建筑第六工程局有限公司 Engineering rainfall or rainwater recycling system
CN102976639A (en) * 2012-11-06 2013-03-20 镇江市电站辅机厂有限公司 Quicklime slaking system
CN203393034U (en) * 2013-07-02 2014-01-15 宝钢集团新疆八一钢铁有限公司 Automatic water distribution device for sintered lime
CN105800968A (en) * 2016-06-01 2016-07-27 中冶长天国际工程有限责任公司 Device and method for quicklime digestion, dedusting and sewage sludge treatment
CN106007414A (en) * 2016-06-01 2016-10-12 中冶长天国际工程有限责任公司 High efficiency quicklime slaking and dedusting system

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Application publication date: 20200207