CN102040358B - Mortar detection method for concrete bleeding - Google Patents
Mortar detection method for concrete bleeding Download PDFInfo
- Publication number
- CN102040358B CN102040358B CN201010561354A CN201010561354A CN102040358B CN 102040358 B CN102040358 B CN 102040358B CN 201010561354 A CN201010561354 A CN 201010561354A CN 201010561354 A CN201010561354 A CN 201010561354A CN 102040358 B CN102040358 B CN 102040358B
- Authority
- CN
- China
- Prior art keywords
- bleeding
- concrete
- water
- additive
- stirring
- 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.)
- Active
Links
Landscapes
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a mortar detection method for concrete bleeding, which solves the problems of time consumption, labor wasting, poor pertinence and difficult fault finding of the conventional concrete mixture-based concrete bleeding detection. The mortar detection method for concrete bleeding comprises the following steps of: (1) determining mixing proportion of C30 concrete with a large using amount as a reference mixing proportion; (2) stirring, namely pouring water into an additive-containing container, adding mixed solution of water and an additive into a stirring boiler, pouring a uniformly-stirred gelled material and the mixture of sand and broken stone into the stirring boiler, putting the stirring boiler on a fixing frame, raising the stirring boiler to a fixed position for stirring, pouring the stirred material into a bucket, covering the bucket and standing under normal pressure; and (3) judging bleeding. By the method, the bleeding factors of concrete can be quickly, conveniently and correctly determined, and a foundation for providing a solution for solving concrete bleeding is laid; and the method has a wide application range.
Description
Technical field
The present invention's invention relates to the concrete construction technical field, is specially a kind of concrete water bleeding glue sand detection method.
Background technology
Often occur bleeding and these common quality defects of husky line in the concrete construction, have a strong impact on the presentation quality of buildings.Concrete bleeding receives the influence of many factors, confirms that key factor plays a leading role, and has just found the key that solves the concrete water bleeding problem.It is main that concrete water bleeding in the act.std detects with concrete mix, time and effort consuming, and specific aim is poor, is difficult to investigate thoroughly reason.Principal element to concrete water bleeding is Binder Materials and these characteristics of water reducer; Study a kind of rapid and convenient, can judge accurately that any Binder Materials or water reducer are the methods of inspection that causes the principal element of concrete water bleeding, provide the active prophylactico-therapeutic measures to lay the first stone solving concrete bleeding problem.
Summary of the invention
The present invention is main in order to solve existing concrete water bleeding detection with concrete mix; Time and effort consuming; Specific aim is poor, is difficult to investigate thoroughly the problem of reason, and a kind of concrete water bleeding glue sand detection method is provided; To reach rapid and convenient, accurately to judge and the purpose of concrete water bleeding factor provide countermeasure to lay the first stone for solving concrete water bleeding.
The present invention adopts following technical scheme to realize:
Concrete water bleeding glue sand detection method may further comprise the steps:
(1) the C30 concrete mixture ratio of confirming large usage quantity is the benchmark match ratio: gel material content is 380Kg, sand coarse aggregate ratio 40%, water consumption 152Kg; Water-cement ratio is 0.4; The slump 180~200 ㎜, divergence 400~500 ㎜ are advisable, and the additive consumption accounts for glue material use quantity 0.9%~1.0%; (2) stir: at first water is poured in the container at additive place; Add water and additive mixed liquor in the agitated kettle, then the potpourri of the Binder Materials that stirs and sand and rubble is poured in the agitated kettle, be placed on agitated kettle on the fixed mount; Begin to stir after rising to the fixed position; The material that will stir is then poured in the bucket, adds loam cake, and normal pressure leaves standstill;
(3) bleeding is judged: mortar layering, bleeding, bleeding do not occur, is precipitated as qualifiedly in the bucket through 40min leaves standstill after, if generation layering, bleeding, bleeding, deposition can be judged to bleeding, this match ratio is inapplicable.
But the inventive method rapid and convenient, accurately judge the purpose of concrete water bleeding factor; Provide countermeasure to lay the first stone for solving concrete water bleeding; Of many uses; Can be used for: ⑴ adjustment cement and admixture different proportion, can check the bleeding of admixture (flyash, ground slag) when different volume; ⑵ adjustment additive concentration, different formulations or consumption, can detect the bleeding of additive under different volumes and variable concentrations, different formulations or consumption; ⑶ when match ratio is constant, can detect the march into the arena bleeding of material of Binder Materials (cement, flyash, ground slag) different batches.⑷ detect the bleeding of concrete admixture.
Embodiment
1, test method:
Reference to standard: GB/T17671 " Test method for strength of hydraulic cement mortar (ISO method) ".
2, instrument and equipment:
⑴ the planetary cement mortar mixer of JC/T681-1997; ⑵ 100ml graduated cylinder; ⑶ 3 of metal bucket that volume 5L is with cover or Plastic Drums; ⑷ precision 0.01g, one of the electronic balance of maximum capacity 2000g.
3 test materials:
⑴ in the construction with cement, flyash, additive; ⑵ sand: iso standard sand; ⑶ construction water.
4, test procedure:
⑴ batching: the match ratio batching of according to the form below, take by weighing various materials respectively, cement, sand, water, admixture, additive, the temperature of test tools made is identical with the testing laboratory room temperature, and cement, sand, flyash weighing are accurate to 1g, and water, additive are accurate to 0.1g,
Material | Cement | Admixture | Iso standard sand | Water | Additive |
Quality (g) | 488 | 209 | 1350 | 279 | 6.27 |
Annotate: but cement and admixture in Binder Materials shared ratio according to the test objective resize ratio.
⑵ stir: every pot of glue sand carries out mechanical raking with stirring machine, earlier stirring machine is got into duty, and operate by following step then: 1. additive separates weighing with water; Pour water in the container at additive place into then; Add water and additive mixed liquor in the agitated kettle, pour cement then into, be placed on agitated kettle on the fixed mount; Rise to the fixed position, machine immediately then.2. the glue sand that machine was stirred is poured in the bucket, adds loam cake, and by the preset scheme of the difference system of mixing 3 or a plurality of match ratio, the normal pressure through 60min leaves standstill again, observes the bleeding state then respectively.
5, bleeding is judged: in through 40min leaves standstill after barrel mortar layering, bleeding, bleeding do not appear, be precipitated as qualified.If generation layering, bleeding, bleeding, deposition can be judged to bleeding, this match ratio is inapplicable.
Claims (1)
1. concrete water bleeding glue sand detection method is characterized in that may further comprise the steps:
(1) the C30 concrete mixture ratio of confirming large usage quantity is the benchmark match ratio: gel material content is 380Kg, sand coarse aggregate ratio 40%, water consumption 152Kg; Water-cement ratio is 0.4; The slump 180~200 ㎜, divergence 400~500 ㎜, the additive consumption accounts for gel material content 0.9%~1.0%;
(2) stir: at first water is poured in the container at additive place; Add water and additive mixed liquor in the agitated kettle, then the potpourri of the Binder Materials that stirs and sand and rubble is poured in the agitated kettle, be placed on agitated kettle on the fixed mount; Begin to stir after rising to the fixed position; The material that will stir is then poured in the bucket, adds loam cake, and normal pressure leaves standstill;
(3) bleeding is judged: mortar layering, bleeding, bleeding do not occur, is precipitated as qualifiedly in the bucket through 40min leaves standstill after, if generation layering, bleeding, bleeding, deposition can be judged to bleeding, this match ratio is inapplicable.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201010561354A CN102040358B (en) | 2010-11-27 | 2010-11-27 | Mortar detection method for concrete bleeding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201010561354A CN102040358B (en) | 2010-11-27 | 2010-11-27 | Mortar detection method for concrete bleeding |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102040358A CN102040358A (en) | 2011-05-04 |
CN102040358B true CN102040358B (en) | 2012-10-03 |
Family
ID=43906944
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201010561354A Active CN102040358B (en) | 2010-11-27 | 2010-11-27 | Mortar detection method for concrete bleeding |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102040358B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102353765A (en) * | 2011-06-28 | 2012-02-15 | 中国核工业华兴建设有限公司 | Apparatus and method for determining bleeding rate and volume change of cement slurry |
CN103163039A (en) * | 2013-04-10 | 2013-06-19 | 中国水利水电第十四工程局有限公司 | Method for quickly determining water-cement ratio of industrial-cinder-doped concrete |
CN105424914B (en) * | 2015-11-09 | 2017-04-12 | 大连理工大学 | Method for judging cement-asphalt mortar bleeding on basis of flocculation structure |
CN111157705A (en) * | 2020-01-03 | 2020-05-15 | 中广核工程有限公司 | Ultrahigh-pressure prestressed slurry pressure bleeding test method for nuclear island containment |
CN113063931A (en) * | 2021-03-22 | 2021-07-02 | 云南省建设投资控股集团有限公司 | Method for detecting raw materials used in concrete production |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101118233A (en) * | 2007-08-31 | 2008-02-06 | 武汉理工大学 | Method for testing homogeneity of light aggregate concrete |
CN201096775Y (en) * | 2007-08-31 | 2008-08-06 | 武汉理工大学 | A detection device for light material concrete fluid performance and equality |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100894084B1 (en) * | 2007-10-12 | 2009-04-21 | 연세대학교 산학협력단 | Distinction method for composition in concrete |
-
2010
- 2010-11-27 CN CN201010561354A patent/CN102040358B/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101118233A (en) * | 2007-08-31 | 2008-02-06 | 武汉理工大学 | Method for testing homogeneity of light aggregate concrete |
CN201096775Y (en) * | 2007-08-31 | 2008-08-06 | 武汉理工大学 | A detection device for light material concrete fluid performance and equality |
Also Published As
Publication number | Publication date |
---|---|
CN102040358A (en) | 2011-05-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Ma et al. | Effect of water absorption of SAP on the rheological properties of cement-based materials with ultra-low w/b ratio | |
CN102040358B (en) | Mortar detection method for concrete bleeding | |
CN104568660A (en) | Method for testing adaptability between water reducing agent and concrete and expansion degree test device | |
CN111157403B (en) | Method for detecting flocculating agent in sand | |
CN101980014A (en) | Method for testing adaptability of polycarboxylic water reducer and cement | |
CN106116317B (en) | A kind of high-ductility concrete and the method for controlling its mix performance | |
CN108318381A (en) | A kind of optimization method of cement-based material 3D printing performances | |
CN107449895B (en) | Method for measuring dosage of cement and lime in cement lime stabilized soil sample | |
CN108982294A (en) | A kind of V-type funnel device measuring concrete flowability | |
Song et al. | Determining the engineering characteristics of the Hi-FA series of grout materials in an underwater condition | |
CN206424855U (en) | A kind of Cement Concrete Mixing mixed emulsion premix stirring device | |
JP2004067453A (en) | Void filling material and void filling work | |
CN105628555A (en) | Method for rapidly determining proper variety and mixing quantity of admixtures in concrete | |
CN103922637B (en) | High-performance C80 the reinforcement of concrete water reducer and preparation method thereof and using method | |
CN109100265B (en) | Rapid inspection method for fine aggregate entering field | |
KR20140012232A (en) | High-fluid, subaqueous non-separated concrete admixture and this adding high-fluid, subaqueous non-separated concrete composition | |
CN105699253A (en) | Method for quickly identifying adaptability of concrete admixtures and additive | |
CN104502232A (en) | Concrete setting time testing method based on principle of aggregate equal specific surface area substitution | |
CN102520144A (en) | Method for measuring volume fraction and section of steel fiber concrete fiber | |
US9423326B1 (en) | Method of obtaining simulated pore water | |
CN107673713A (en) | A kind of mass concrete mixture and its construction method for pouring wall | |
JP2008031769A (en) | Mixing design method and soil cement | |
CN110156403A (en) | A kind of underwater self-compaction concrete and preparation method thereof for canal lining panel reparation | |
CN202491303U (en) | Concrete mixer | |
CN107478537B (en) | Method for testing water absorption rate of coarse aggregate in mixing process and determining additional water consumption |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C53 | Correction of patent for invention or patent application | ||
CB03 | Change of inventor or designer information |
Inventor after: Li Quantang Inventor after: Xu Chaoying Inventor after: Li Xinfang Inventor after: Zhang Xuehong Inventor after: Qiu Wenheng Inventor before: Li Quantang |
|
COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LI QUANTANG TO: LI QUANTANG XU CHAOYING LI XINFANG ZHANG XUEHONG QIU WENHENG |
|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |