CN108556136A - A kind of concrete mud kneading control method based on resistance analysis - Google Patents
A kind of concrete mud kneading control method based on resistance analysis Download PDFInfo
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- CN108556136A CN108556136A CN201810204310.3A CN201810204310A CN108556136A CN 108556136 A CN108556136 A CN 108556136A CN 201810204310 A CN201810204310 A CN 201810204310A CN 108556136 A CN108556136 A CN 108556136A
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- Prior art keywords
- concrete
- resistance
- stirring shovel
- suffered
- preset time
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C7/00—Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
- B28C7/02—Controlling the operation of the mixing
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- Chemical & Material Sciences (AREA)
- Dispersion Chemistry (AREA)
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Abstract
The invention discloses a kind of concrete mud kneading control method based on resistance analysis, including：Concrete raw material is added according to default step；Concrete raw material is stirred, and obtains stirring shovel suffered resistance in preset time in whipping process；Comparison result based on suffered resistance and preset resistance section in stirring shovel preset time, carry out concrete discharging, in this way, by obtaining stirring shovel in whipping process, suffered resistance judges whether concrete is uniformly mixed within a certain period of time, and reaches construction requirement, the method is easy to operate, it is with strong points, it can effectively judge whether concrete reaches requirement, discharge to concrete after concrete reaches requirement, concrete processing efficiency is improved, time cost and economic cost are saved.
Description
Technical field
The present invention relates to concrete processing technique field more particularly to a kind of concrete mud stirrings based on resistance analysis
Control method.
Background technology
The reinforcing bar of stress implements grout injection in architectural engineering building block gap cement mortar and prestressed concrete construction
Operation is relatively high with cement mortar requirement, and building block gap cement mortar and grout injection, must in addition to meet certain ratio of mud
It needs to be uniformly mixed.In the prior art, cement mixing whether reach it is preset requirement be typically by control cement mixing when
Between, but cement mortar cannot be completely secured in this mode can carry out sufficient, uniform stirring, therefore cannot be satisfied wanting for job specfication
It asks, secondly, this method by controlling the cement mixing time, often high energy consumption, production cost are high.
Invention content
Technical problems based on background technology, the present invention propose a kind of concrete mud based on resistance analysis and stir
Mix control method；
A kind of concrete mud kneading control method based on resistance analysis proposed by the present invention, including：
S1, concrete raw material is added according to default step；
S2, concrete raw material is stirred, and obtains stirring shovel suffered resistance in preset time in whipping process；
S3, the comparison result based on suffered resistance and preset resistance section in stirring shovel preset time, carry out concrete
Discharging.
Preferably, step S1 is specifically included：According to sequencing be added fine aggregate, cement, flyash, water, coarse aggregate,
Additive.
Preferably, step S3 is specifically included：
Suffered resistance in stirring shovel preset time is compared with preset resistance section, when in stirring shovel preset time
When suffered resistance is in preset resistance section, discharge to concrete.
Preferably, step S2 is specifically included：Stirring in whipping process is obtained by pressure sensor to shovel in preset time
Suffered resistance.
In the present invention, concrete raw material is added according to default step, concrete raw material is stirred, and obtains and stirs
Stirring shovel suffered resistance in preset time during mixing, based on suffered resistance and preset Resistance Level in stirring shovel preset time
Between comparison result, carry out concrete discharging.In this way, shoveling suffered resistance within a certain period of time by obtaining stirring in whipping process
Judge whether concrete is uniformly mixed, reaches construction requirement, and the method is easy to operate, with strong points, can effectively judge coagulation
Whether soil reaches requirement, discharges to concrete after concrete reaches requirement, raising concrete processing efficiency, when saving
Between cost and economic cost.
Description of the drawings
Fig. 1 is a kind of flow signal of concrete mud kneading control method based on resistance analysis proposed by the present invention
Figure.
Specific implementation mode
Referring to Fig.1, a kind of concrete mud kneading control method based on resistance analysis proposed by the present invention, including：
Step S1 is added concrete raw material according to default step, specifically includes：According to sequencing be added fine aggregate,
Cement, flyash, water, coarse aggregate, additive.
In concrete scheme, due to existing relatively high to cement mortar requirement in the construction process, so will be according to advance raw material
The concrete raw materials such as fine aggregate, cement, flyash, water, coarse aggregate, additive are added in release sequence, wherein coarse aggregate needs
It is uniformly mixed in advance, fine aggregate, cement, flyash, water are chosen according to preset ratio.
Step S2, is stirred concrete raw material, and it is suffered in preset time to obtain stirring shovel in whipping process
Resistance specifically includes：Stirring shovel suffered resistance in preset time in whipping process is obtained by pressure sensor.
In concrete scheme, by presetting at least one pressure sensor on each stirring shovel to obtain suffered by stirring shovel
Resistance take the resistance average value that multiple pressure sensors obtain to be shoveled as corresponding stirring when choosing multiple pressure sensors
Suffered resistance.
Step S3 is mixed based on the comparison result of suffered resistance and preset resistance section in stirring shovel preset time
Solidifying soil discharging, specifically includes：
Suffered resistance in stirring shovel preset time is compared with preset resistance section, when in stirring shovel preset time
When suffered resistance is in preset resistance section, discharge to concrete.
In concrete scheme, suffered resistance in stirring shovel preset time is compared with preset resistance section, to
Judge whether concrete is uniformly mixed, reaches construction requirement, shoveling suffered resistance in preset time when stirring is in resistance section,
Illustrate at this point, concrete is uniformly mixed.
In present embodiment, concrete raw material is added according to default step, concrete raw material is stirred, and obtains
Stirring shovel suffered resistance in preset time in whipping process is taken, based on suffered resistance and preset resistance in stirring shovel preset time
The comparison result in power section carries out concrete discharging.In this way, suffered within a certain period of time by obtaining stirring shovel in whipping process
Resistance judges whether concrete is uniformly mixed, reaches construction requirement, and the method is easy to operate, with strong points, can effectively judge
Whether concrete reaches requirement, discharges to concrete after concrete reaches requirement, improves concrete processing efficiency, section
Cost of making an appointment and economic cost.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (4)
1. a kind of concrete mud kneading control method based on resistance analysis, which is characterized in that including：
S1, concrete raw material is added according to default step；
S2, concrete raw material is stirred, and obtains stirring shovel suffered resistance in preset time in whipping process；
S3, the comparison result based on suffered resistance and preset resistance section in stirring shovel preset time, carry out concrete discharging.
2. the concrete mud kneading control method according to claim 1 based on resistance analysis, which is characterized in that step
S1 is specifically included：Fine aggregate, cement, flyash, water, coarse aggregate, additive is added according to sequencing.
3. the concrete mud kneading control method according to claim 1 based on resistance analysis, which is characterized in that step
S3 is specifically included：
Suffered resistance in stirring shovel preset time is compared with preset resistance section, when suffered in stirring shovel preset time
When resistance is in preset resistance section, discharge to concrete.
4. the concrete mud kneading control method according to claim 1 based on resistance analysis, which is characterized in that step
S2 is specifically included：Stirring shovel suffered resistance in preset time in whipping process is obtained by pressure sensor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810204310.3A CN108556136A (en) | 2018-03-13 | 2018-03-13 | A kind of concrete mud kneading control method based on resistance analysis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810204310.3A CN108556136A (en) | 2018-03-13 | 2018-03-13 | A kind of concrete mud kneading control method based on resistance analysis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108556136A true CN108556136A (en) | 2018-09-21 |
Family
ID=63532610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810204310.3A Withdrawn CN108556136A (en) | 2018-03-13 | 2018-03-13 | A kind of concrete mud kneading control method based on resistance analysis |
Country Status (1)
| Country | Link |
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| CN (1) | CN108556136A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61272631A (en) * | 1985-05-29 | 1986-12-02 | Ishikawajima Harima Heavy Ind Co Ltd | Measuring method for concrete slump |
| CN102445405A (en) * | 2011-09-23 | 2012-05-09 | 三一重工股份有限公司 | Method for detecting cement content in stirring main machine, system, and stirring main machine |
| CN103042603A (en) * | 2012-12-22 | 2013-04-17 | 山东建泽混凝土有限公司 | Method for controlling concrete precooling slump by monitoring current intensity of stirrer |
| CN104614289A (en) * | 2015-02-06 | 2015-05-13 | 河海大学常州校区 | Concrete viscosity monitoring system |
| CN105415499A (en) * | 2014-09-05 | 2016-03-23 | 西安众智惠泽光电科技有限公司 | Control method for proportioning and mixing of concrete |
-
2018
- 2018-03-13 CN CN201810204310.3A patent/CN108556136A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61272631A (en) * | 1985-05-29 | 1986-12-02 | Ishikawajima Harima Heavy Ind Co Ltd | Measuring method for concrete slump |
| CN102445405A (en) * | 2011-09-23 | 2012-05-09 | 三一重工股份有限公司 | Method for detecting cement content in stirring main machine, system, and stirring main machine |
| CN103042603A (en) * | 2012-12-22 | 2013-04-17 | 山东建泽混凝土有限公司 | Method for controlling concrete precooling slump by monitoring current intensity of stirrer |
| CN105415499A (en) * | 2014-09-05 | 2016-03-23 | 西安众智惠泽光电科技有限公司 | Control method for proportioning and mixing of concrete |
| CN104614289A (en) * | 2015-02-06 | 2015-05-13 | 河海大学常州校区 | Concrete viscosity monitoring system |
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| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180921 |