CN110031363A - A kind of ground polymers starches material initial set, final setting time test device and test method - Google Patents

A kind of ground polymers starches material initial set, final setting time test device and test method Download PDF

Info

Publication number
CN110031363A
CN110031363A CN201910324551.6A CN201910324551A CN110031363A CN 110031363 A CN110031363 A CN 110031363A CN 201910324551 A CN201910324551 A CN 201910324551A CN 110031363 A CN110031363 A CN 110031363A
Authority
CN
China
Prior art keywords
test
test cup
slurry material
cup body
setting time
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
CN201910324551.6A
Other languages
Chinese (zh)
Inventor
田中男
张争奇
刘恒彬
刘鑫
许铖
杨建华
董仕豪
方滢
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.)
Changan University
Original Assignee
Changan University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Changan University filed Critical Changan University
Priority to CN201910324551.6A priority Critical patent/CN110031363A/en
Publication of CN110031363A publication Critical patent/CN110031363A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N11/00Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N11/00Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
    • G01N2011/006Determining flow properties indirectly by measuring other parameters of the system

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The invention discloses the initial set of a kind of ground polymers slurry material, final setting time test device and test methods, using test cup body as the experiment chamber of ground polymers slurry material, it tests cup body and passes through the fixed device of test cup, the fixed device of test cup is for fixed test cup body, pre-hardening groove and sample metal line are equipped on the outside of test cup body cup body, horizontal plane is parallel with test cup body bottom surface where sample metal line;Utilize isometric space, precise measurement is accomplished in the variation of the polymers slurry material poor fluidity opposite sex to plane where the confined space V-structure plane formed between wall in plane where pre-hardening groove and test cup body and pre-hardening groove over the ground, high sensitivity, measurement range is wide, easy to operate.The present apparatus can be used for ground polymers slurry material viscosity, the characterization of mobility and pumpable time performance simultaneously, and test device and method are simple, pre-hardening to evaluation ground polymers slurry material, final setting time to have directive significance.

Description

A kind of ground polymers starches material initial set, final setting time test device and test method
Technical field
The invention belongs to injecting paste material Experimental Method in Laboratory innovation areas, and in particular at the beginning of a kind of ground polymers injecting paste material Solidifying, final setting time test device and test method.
Background technique
Due to the material composition of different ground polymers injecting paste materials, reaction mechanism etc. with cement class injecting paste material completely not Together, the initial set in slurry material, final setting time very different.Initial set, the definition of final setting time are namely for describing inorganic gel material Expect since adding water to lose the time of plasticity to and to the time for losing plasticity completely.It rephrases the statement, material mobility is starched after initial set Start to gradually decrease, material is starched after final set and loses flowability completely and initially forms intensity.
It, will according to specification GB/T 1346-2011 " cement normal consistency water consumption, setting time, the stability method of inspection " The slide bar of weight 300g acts on pre-hardening needle and final set needle sinks to slurry material designated depth, to determine whether reaching initial set or final setting time still Initial set cannot be reached, final setting time measurement requires.Due to the material property of ground polymers slurry material, the metal bar of standard Vicat apparatus test With test point since its weight is larger, polymers slurry material in ground has begun or completely loses mobility, but itself and not formed sufficient intensity The slide bar of 300g and test point cannot be enabled to be parked in designated depth, but bottomed out completely, the setting time of ground polymers slurry material can not be measured. Simultaneously for polymers slurry material as new material, the country, which does not standardize accordingly, claims to the test of its setting time, adopts mostly Lead to the inaccuracy evaluated material property with cement class testing method, and a few methods are completely not applicable.
Therefore, it needs to propose the initial set of a kind of ground polymers slurry material, final setting time test device and test method, solves ground polymers Starch material initial set and the missing of final setting time test method, with being unable to accurate evaluation polymers slurry material setting time the problems such as.This for The accurate evaluation of ground polymers injecting paste material working performance is most important, while being conducive to the popularization and application of ground polymers injecting paste material.
Summary of the invention
The purpose of the present invention is to provide the initial set of a kind of ground polymers slurry material, final setting time test device and methods, to overcome The deficiencies in the prior art.
In order to achieve the above objectives, the present invention adopts the following technical scheme:
A kind of ground polymers starches material initial set, final setting time test device, including test cup body and the fixed device of test cup, test The fixed device of cup tests cup body for fixed, and pre-hardening groove and sample metal line, sample liquid level are equipped on the outside of test cup body cup body Horizontal plane is parallel with test cup body bottom surface where line;Pre-hardening groove is curvilinear along test cup body, plane where pre-hardening groove with Testing cup body bottom surface is in 45 ° of angles, tests cup body transparent cup body;It is formed between wall in plane where pre-hardening groove and test cup body Confined space volume V1 be equal to sample metal line where the confined space volume V2 that is formed between wall in plane and test cup body.
Further, the fixed device of test cup using support frame structure or uses fixed frame.
Further, support frame structure uses supporting block, and supporting block is equipped with the v-depression of 45 ° of angles.
Further, fixed rack structure uses rotary fixing frame, and rotary fixing frame includes horizontal bracket and is set to test Two shafts of cup body two sides and coaxial arrangement, horizontal bracket are equipped with rotating hole, and two shafts are coaxially disposed respectively in level In rotating hole on bracket, roller end is locked by locking nut.
Further, further include sealing cover for sealing test cup body rim of a cup.
Further, test cup body cup body is equipped with enlarging section, and amplification unit is handed in test bottom of cup and pre-hardening groove At line.
Further, enlarging section amplification factor is not less than 20 times.
A kind of ground polymers starches material initial set, final setting time test method, comprising the following steps:
1) preparation starches material to geodetic polymers: weighing appropriate raw material, differently polymers is infused according to the preparation of experimental design match ratio Pulp material, and record and prepare the deadline to geodetic polymers slurry material;
2) test cup is placed vertically, pours into the ground polymers prepared and starch material to sample metal line, test cup body is carried out Sealing;
3) it is statically placed in support after test cup then being tilted 45 ° until liquid level stabilizing, completes to open from the slurry material preparation of ground polymers Beginning timing, local polymers slurry material liquid level, which is no longer overlapped with pre-hardening groove, stops timing, i.e., slurry material starts viscosity increase forfeiture flowing Property cause liquid level no longer horizontal, the time be then ground polymers slurry material presetting period;Then test cup is stood vertically again;
4) after entering pre-hardening state, ground polymers starches material mobility and starts to reduce, and places and props up until test cup is tilted 45 ° On seat, any flowing does not occur for ground polymers slurry material, i.e. slurry material interface is still overlapped with sample metal line, then polymers slurry material reaches eventually Solidifying state, since the slurry material preparation of ground polymers complete to start to ground polymers slurry material not occurring any flowing this period be then polymers starch The final setting time of material.
Further, it records ground polymers slurry material liquid level using observation whether to be overlapped with pre-hardening groove, specific observation test Whether bottom of cup changes with the ground polymers slurry material liquid level at pre-hardening groove intersection;If ground polymers starch material liquid level not with test cup Body bottom is overlapped with the intersection at pre-hardening groove intersection thinks that ground polymers slurry material liquid level is no longer overlapped with pre-hardening groove, stops meter When.
Further, in step 4), in final setting time experimentation specifically includes the following steps:
Step 4.1, by test cup stand interval duration t after, by test cup from vertical state tilt angle be 5-10 degree, such as Fruit polymers slurry material along test cup inner wall flow, then stop tilting, by test cup return vertical state stand;
Test cup after standing interval duration t, then is tilted to 5-10 degree from vertical state by step 4.2, repeats step 4.1 Until when test cup is spent from vertical state tilt angle for 5-10 polymers slurry material do not change along test cup inner wall;
Then tilt angle is directly increased to 20-30 degree by step 4.3, flow if ground polymers starches material along test cup inner wall, Then stop tilting, test cup is returned into vertical state and is stood;
Test cup after standing interval duration t, then is tilted to 20-30 degree from vertical state by step 4.4, repeats step 4.3 Until when test cup is spent from vertical state tilt angle for 20-30 polymers slurry material do not change along test cup inner wall, then Test cup tilt angle is increased to 45 degree, is flowed if ground polymers starches material along test cup inner wall, is stopped tilting, test cup is returned Vertical state is returned to stand;
Test cup after standing interval duration t, then is tilted to 45 degree from vertical state by step 4.5, until by test cup from Vertical state tilt angle be 45 degree when polymers starch material do not change along test cup inner wall, recording this final setting time node is ti, i is that test cup tilts number;It is then t away from the inclined last inclining test timing node of final setting time nodei-1
Step 4.6, the ground polymers matched on an equal basis slurry material is directly stood into t under equal ambienti-1Duration reduces between standing Every duration t, repetition 4.5 is by test cup inclining test, until standing interval duration t is less than 20s, then at standing interval, duration t is small The final setting time node of the final setting time node obtained under the test of 20s as polymers slurry material.
Compared with prior art, the invention has the following beneficial technical effects:
A kind of ground polymers of the invention starches material initial set, final setting time test device, starches material using test cup body as ground polymers Experiment chamber, test cup body testing cup body for fixed test cup body by the fixed device of test cup, the fixed device of test cup Pre-hardening groove and sample metal line are equipped on the outside of cup body, horizontal plane is parallel with test cup body bottom surface where sample metal line;Initial set Groove is curvilinear along test cup body, and pre-hardening groove place plane and test cup body bottom surface are in 45 ° of angles, puts down where pre-hardening groove Wall in plane where the confined space volume V1 formed between wall in face and test cup body is equal to sample metal line and test cup body Between the confined space volume V2 that is formed, using isometric space, at this time in plane where pre-hardening groove and test cup body wall it Between the confined space V-structure plane that is formed the variation of the polymers slurry material poor fluidity opposite sex is accomplished over the ground with plane where pre-hardening groove Precise measurement, high sensitivity, measurement range is wide, easy to operate.The present apparatus can be used for ground polymers slurry material viscosity, mobility simultaneously And the characterization of pumpable time performance, and test device and method are simple, have to the polymers slurry material initial set of evaluation ground, final setting time Directive significance.
Further, support frame structure uses supporting block, and supporting block is equipped with the v-depression of 45 ° of angles, and structure is simple, Convenient for measurement.
Further, further include sealing cover for sealing test cup body rim of a cup, prevent moisture from evaporating.
Further, test cup body cup body is equipped with enlarging section, and amplification unit is handed in test bottom of cup and pre-hardening groove At line, convenient for observation fluid change situation, reduce error.
A kind of ground polymers of the invention starches material initial set, final setting time test method, by that will weigh appropriate raw material according to examination Design mixture proportion preparation differently polymers injecting paste material is tested, and records and prepares the deadline to geodetic polymers slurry material;By test cup It is vertical to place, it pours into the ground polymers prepared and starches material to sample metal line, test cup body is sealed;Using in test cup Pre-hardening groove is statically placed in support until liquid level stabilizing after test cup is tilted 45 °, starch timing material preparation is completed since ground polymers, Local polymers slurry material liquid level, which is no longer overlapped with pre-hardening groove, stops timing, i.e., slurry material, which starts viscosity increase lost flowability, leads to liquid Face is no longer horizontal, which is then the presetting period of ground polymers slurry material;Measurement method is simple, and measurement result is accurate;Ground is gathered Object starches the final setting time measurement of material, places until test cup is tilted 45 ° on support, any stream does not occur for ground polymers slurry material Dynamic, i.e. slurry material interface is still overlapped with sample metal line, then polymers slurry material reaches final set state, is completed from the slurry material preparation of ground polymers Start that the final setting time that any flowing this period is then ground polymers slurry material does not occur to ground polymers slurry material, it is only necessary to primary real It tests, presetting period and the final setting time of ground polymers slurry material can be obtained, substantially increase ground polymers slurry material initial set, final setting time is surveyed Try efficiency.
Further, interval duration t is stood by reducing repeatedly, inclination different angle is carried out to test cup, observation place is poly- Object starches the mobility of material, increases the accuracy of measurement result.
Detailed description of the invention
Fig. 1 is the overall structure figure that ground polymers starches material initial set, final setting time test device.
Fig. 2 is that ground polymers starches material presetting period test schematic diagram.
Fig. 3 is that ground polymers starches material final setting time test schematic diagram.
Fig. 4 is that structural schematic diagram is fixedly mounted in test cup of the present invention.
Fig. 5 is Fig. 4 side view.
Wherein, 1, test cup body;2, sample metal line;3, pre-hardening groove;4, the fixed device of test cup;5, polymers is starched Material;6, enlarging section;7, shaft;8, horizontal bracket;9, locking nut.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
As shown in Figure 1 to Figure 3, the initial set of a kind of ground polymers slurry material, final setting time test device, including test cup body 1 and survey Test glass fixes device 4, and the fixed device 4 of test cup tests cup body 1 for fixed, pre-hardening groove 3 is equipped on the outside of test 1 cup body of cup body With sample metal line 2,2 place horizontal plane of sample metal line with test 1 bottom surface of cup body it is parallel;Pre-hardening groove 3 along test cup body 1 be in Curve-like, pre-hardening 3 place plane of groove and test 1 bottom surface of cup body are in 45 ° of angles, test the transparent cup body of cup body 1;Pre-hardening groove 3 The confined space volume V1 formed between place plane and test 1 inner wall of cup body is equal to 2 place plane of sample metal line and test The confined space volume V2 formed between 1 inner wall of cup body;It tests 1 cup body of cup body and is equipped with enlarging section 6, enlarging section 6 is located at test At 3 intersection of 1 bottom of cup body and pre-hardening groove, for amplifying pre-hardening 3 metal line of groove;6 amplification factor of enlarging section is not less than 20 times;
Further include the sealing cover for 1 rim of a cup of sealing test cup body, prevents the water loss in test cup body 1;
The fixed device 4 of test cup is using support frame structure or uses fixed frame, specific support frame structure such as Fig. 2 institute Show, using supporting block, supporting block is equipped with the v-depression of 45 ° of angles, for placing test cup body 1;
As shown in Figure 4, Figure 5, specific fixed rack structure uses rotary fixing frame, and rotary fixing frame includes 8 He of horizontal bracket Two shafts 7 of test 1 two sides of cup body and coaxial arrangement are set to, horizontal bracket 8 is equipped with rotating hole, and two shafts 7 are distinguished It is coaxially disposed in the rotating hole on horizontal bracket 8,7 end of shaft is locked by locking nut 9;Shaft 7 is multi-diameter shaft, ladder The big axial end and 8 inside face contact of horizontal bracket of axis;By rotating locking nut 9, reduce between shaft 7 and horizontal bracket 8 Pressure, test cup body 1 can be rotated by shaft, rotation locking nut 9 increases the pressure between shaft 7 and horizontal bracket 8, It can prevent 7 relative level bracket 8 of shaft from rotating.
In the embodiment of the present application, use test cup for transparent organic material or glass material, top internal diameter 80mm, in bottom Diameter 60mm, high 60mm.
Sample metal line and pre-hardening groove are engraved on test outer cup wall, sample metal line, also known as final set groove, sample metal line For the horizontal groove away from bottom 25mm, pre-hardening groove is the groove with horizontal line in 45 ° of angles;
Supporting block is equipped with groove, test cup can be tilted to 45 ° of placements, while can flow shape by liquid level from side Condition, when test cup is put into support, the pre-hardening groove of test cup is consistent with holder top height, can help to judge liquid level whether water It is flat.
Sample metal line slurry material volume below when test cup is placed vertically, with test cup tilt 45 ° when initial set groove with Under slurry material volume it is equal.
A kind of ground polymers starches material initial set, final setting time test method, comprising the following steps:
1) preparation starches material to geodetic polymers: weighing appropriate raw material, differently polymers is infused according to the preparation of experimental design match ratio Pulp material, and record and prepare the deadline to geodetic polymers slurry material;
2) test cup is placed vertically, pours into the ground polymers prepared and starch material to sample metal line, test cup body is carried out Sealing;
3) it is statically placed in support after test cup then being tilted 45 ° until liquid level stabilizing, completes to open from the slurry material preparation of ground polymers Beginning timing, local polymers slurry material liquid level, which is no longer overlapped with pre-hardening groove, stops timing, i.e., slurry material starts viscosity increase forfeiture flowing Property cause liquid level no longer horizontal, the time be then ground polymers slurry material presetting period;Then test cup is stood vertically again;
Whether it is overlapped specifically, recording ground polymers slurry material liquid level using observation with pre-hardening groove, specifically observes test cup Whether body bottom changes with the ground polymers slurry material liquid level at pre-hardening groove intersection;If ground polymers starch material liquid level not with test cup body Bottom is overlapped with the intersection at pre-hardening groove intersection thinks that ground polymers slurry material liquid level is no longer overlapped with pre-hardening groove, stops meter When;
4) after entering pre-hardening state, ground polymers starches material mobility and starts to reduce, and places and props up until test cup is tilted 45 ° On seat, any flowing does not occur for ground polymers slurry material, i.e. slurry material interface is still overlapped with sample metal line, then polymers slurry material reaches eventually Solidifying state, since the slurry material preparation of ground polymers complete to start to ground polymers slurry material not occurring any flowing this period be then polymers starch The final setting time of material.
In step 4), in final setting time experimentation specifically includes the following steps:
Step 4.1, by test cup stand interval duration t after, by test cup from vertical state tilt angle be 5-10 degree, such as Fruit polymers slurry material along test cup inner wall flow, then stop tilting, by test cup return vertical state stand;
Test cup after standing interval duration t, then is tilted to 5-10 degree from vertical state by step 4.2, repeats step 4.1 Until when test cup is spent from vertical state tilt angle for 5-10 polymers slurry material do not change along test cup inner wall;
Then tilt angle is directly increased to 20-30 degree by step 4.3, flow if ground polymers starches material along test cup inner wall, Then stop tilting, test cup is returned into vertical state and is stood;
Test cup after standing interval duration t, then is tilted to 20-30 degree from vertical state by step 4.4, repeats step 4.3 Until when test cup is spent from vertical state tilt angle for 20-30 polymers slurry material do not change along test cup inner wall, then Test cup tilt angle is increased to 45 degree, is flowed if ground polymers starches material along test cup inner wall, is stopped tilting, test cup is returned Vertical state is returned to stand;
Test cup after standing interval duration t, then is tilted to 45 degree from vertical state by step 4.5, until by test cup from Vertical state tilt angle be 45 degree when polymers starch material do not change along test cup inner wall, recording this final setting time node is ti, i is that test cup tilts number;It is then t away from the inclined last inclining test timing node of final setting time nodei-1
Under equal ambient, the ground polymers matched on an equal basis slurry material is directly stood into ti-1Duration reduces inclination interval time t, 4.5 are repeated by test cup inclining test, until inclination interval time t is less than 20s, is then less than the survey of 20s in inclination interval time t The final setting time node of the final setting time node obtained under examination as polymers slurry material.

Claims (10)

1. a kind of ground polymers starches material initial set, final setting time test device, which is characterized in that including test cup body (1) and test cup Fixed device (4), test cup fixed device (4) test cup body (1) for fixed, are equipped with initial set on the outside of test cup body (1) cup body Groove (3) and sample metal line (2), horizontal plane is parallel with test cup body (1) bottom surface where sample metal line (2);Pre-hardening groove (3) curvilinear along test cup body (1), plane where pre-hardening groove (3) and test cup body (1) bottom surface are in 45 ° of angles, test cup Body (1) transparent cup body;The confined space volume V1 etc. formed between plane where pre-hardening groove (3) and test cup body (1) inner wall The confined space volume V2 formed between plane and test cup body (1) inner wall where sample metal line (2).
2. a kind of ground polymers slurry material initial set according to claim 1, final setting time test device, which is characterized in that test Cup fixed device (4) is using support frame structure or uses fixed frame.
3. a kind of ground polymers slurry material initial set according to claim 2, final setting time test device, which is characterized in that support Frame structure uses supporting block, and supporting block is equipped with the v-depression of 45 ° of angles.
4. a kind of ground polymers slurry material initial set according to claim 2, final setting time test device, which is characterized in that fixed Frame structure uses rotary fixing frame, and rotary fixing frame includes horizontal bracket (8) and is set to test cup body (1) two sides and coaxially sets Two shafts (7) set, horizontal bracket (8) are equipped with rotating hole, and two shafts (7) are coaxially disposed respectively in horizontal bracket (8) On rotating hole in, shaft (7) end pass through locking nut (9) lock.
5. a kind of ground polymers slurry material initial set according to claim 1, final setting time test device, which is characterized in that also wrap Include the sealing cover for sealing test cup body (1) rim of a cup.
6. a kind of ground polymers slurry material initial set according to claim 1, final setting time test device, which is characterized in that test Cup body (1) cup body is equipped with enlarging section (6), and enlarging section (6) are located at test cup body (1) bottom and pre-hardening groove (3) intersection.
7. a kind of ground polymers slurry material initial set according to claim 6, final setting time test device, which is characterized in that amplification Portion's (6) amplification factor is not less than 20 times.
8. a kind of a kind of ground polymers slurry material initial set based on test device described in claim 1, final setting time test method, special Sign is, comprising the following steps:
1) appropriate raw material are weighed and prepare differently polymers injecting paste material according to experimental design match ratio, and are recorded to geodetic polymers It starches material and prepares the deadline;
2) test cup is placed vertically, pours into the ground polymers prepared and starch material to sample metal line, test cup body is sealed;
3) it is statically placed in support after test cup then being tilted 45 ° until liquid level stabilizing, is counted since being completed polymers slurry material preparation in ground When, local polymers slurry material liquid level, which is no longer overlapped with pre-hardening groove, stops timing, i.e. slurry material starts viscosity increase lost flowability and leads Cause liquid level no longer horizontal, which is then the presetting period of ground polymers slurry material;Then test cup is stood vertically again;
4) after entering pre-hardening state, polymers slurry material mobility in ground starts to reduce, and places and support until test cup is tilted 45 ° On, any flowing does not occur for ground polymers slurry material, i.e. slurry material interface is still overlapped with sample metal line, then polymers slurry material reaches final set State, since ground polymers slurry material preparation complete start to ground polymers slurry material do not occur any flowing this period be then polymers starch material Final setting time.
9. a kind of ground polymers slurry material initial set according to claim 8, final setting time test method, which is characterized in that use Whether observation record ground polymers slurry material liquid level is overlapped with pre-hardening groove, specific observation test bottom of cup and pre-hardening groove intersection Whether the ground polymers slurry material liquid level at place changes;If ground polymers starches material liquid level not and at test bottom of cup and pre-hardening groove intersection Intersection be overlapped i.e. think ground polymers slurry material liquid level is no longer overlapped with pre-hardening groove, stopping timing.
10. a kind of ground polymers slurry material initial set according to claim 8, final setting time test method, which is characterized in that step 4) in, in final setting time experimentation specifically includes the following steps:
Step 4.1, by test cup stand interval duration t after, by test cup from vertical state tilt angle be 5-10 degree, if ground Polymers is starched material and is flowed along test cup inner wall, then stops tilting, and test cup is returned to vertical state and is stood;
Test cup after standing interval duration t, then is tilted to 5-10 degree from vertical state by step 4.2, repeat step 4.1 until When test cup is spent from vertical state tilt angle for 5-10 polymers slurry material do not change along test cup inner wall;
Then tilt angle is directly increased to 20-30 degree by step 4.3, flow, stop along test cup inner wall if ground polymers starches material It only tilts, test cup is returned into vertical state and is stood;
Test cup after standing interval duration t, then is tilted to 20-30 degree from vertical state by step 4.4, repeat step 4.3 until When test cup is spent from vertical state tilt angle for 20-30 polymers slurry material do not change along test cup inner wall, then will survey Test glass tilt angle increases to 45 degree, flows if ground polymers starches material along test cup inner wall, stops tilting, and test cup is returned perpendicular Straight state is stood;
Test cup after standing interval duration t, then is tilted to 45 degree from vertical state by step 4.5, until by test cup from vertical State tilt angle be 45 degree when polymers starch material do not change along test cup inner wall, record this final setting time node be ti, i Number is tilted for test cup;It is then t away from the inclined last inclining test timing node of final setting time nodei-1
Step 4.6, the ground polymers matched on an equal basis slurry material is directly stood into t under equal ambienti-1Duration, when reducing standing interval Long t repeats 4.5 and test cup inclining test is then being stood interval duration t less than 20s until standing interval duration t is less than 20s Test under obtained final setting time node as polymers slurry material final setting time node.
CN201910324551.6A 2019-04-22 2019-04-22 A kind of ground polymers starches material initial set, final setting time test device and test method Pending CN110031363A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910324551.6A CN110031363A (en) 2019-04-22 2019-04-22 A kind of ground polymers starches material initial set, final setting time test device and test method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910324551.6A CN110031363A (en) 2019-04-22 2019-04-22 A kind of ground polymers starches material initial set, final setting time test device and test method

Publications (1)

Publication Number Publication Date
CN110031363A true CN110031363A (en) 2019-07-19

Family

ID=67239591

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910324551.6A Pending CN110031363A (en) 2019-04-22 2019-04-22 A kind of ground polymers starches material initial set, final setting time test device and test method

Country Status (1)

Country Link
CN (1) CN110031363A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203489137U (en) * 2013-10-11 2014-03-19 华夏晶锐照明科技(北京)股份有限公司 Street lamp assembly and street lamp
US20140130620A1 (en) * 2011-12-30 2014-05-15 Jiangsu Sobute New Materials Co., Ltd. Method for testing setting time of cement-based material
CN104155212A (en) * 2014-08-26 2014-11-19 深圳市太科检测有限公司 Automatic determining instrument of cement setting time
CN105388088A (en) * 2015-12-11 2016-03-09 湖南科技大学 Test apparatus for characterizing condensation characteristic of foam fluid by loss flow time, and method thereof
CN106018759A (en) * 2016-07-10 2016-10-12 北京慧物科联科技有限公司 Full-automatic slurry initial setting and final setting time measuring device and method
CN106404606A (en) * 2016-09-18 2017-02-15 宁波亿德仪器科技有限公司 Testing device of concrete setting time

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140130620A1 (en) * 2011-12-30 2014-05-15 Jiangsu Sobute New Materials Co., Ltd. Method for testing setting time of cement-based material
CN203489137U (en) * 2013-10-11 2014-03-19 华夏晶锐照明科技(北京)股份有限公司 Street lamp assembly and street lamp
CN104155212A (en) * 2014-08-26 2014-11-19 深圳市太科检测有限公司 Automatic determining instrument of cement setting time
CN105388088A (en) * 2015-12-11 2016-03-09 湖南科技大学 Test apparatus for characterizing condensation characteristic of foam fluid by loss flow time, and method thereof
CN106018759A (en) * 2016-07-10 2016-10-12 北京慧物科联科技有限公司 Full-automatic slurry initial setting and final setting time measuring device and method
CN106404606A (en) * 2016-09-18 2017-02-15 宁波亿德仪器科技有限公司 Testing device of concrete setting time

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李平 等: "《水质分析与原油化验》", 30 November 1989, 石油工业出版社 *

Similar Documents

Publication Publication Date Title
CN101025394B (en) Method and instrument for detecting aggregate relative density and water absorbing rate
CN204989179U (en) Early volume self -constriction testing arrangement of mortar
CN203011798U (en) Comprehensive fresh cement concrete performance tester
CN217638549U (en) Asphalt viscosity testing mechanism for road and bridge
CN110220439B (en) Crack measuring device for high-speed railway base inspection
CN108279186B (en) Measuring device and method for evaluating viscosity of low-fluidity and high-viscosity concrete
CN117723441B (en) Concrete fluidity testing device
CN203551543U (en) Device for measuring disintegration time of rapid disintegrating preparation
CN110031363A (en) A kind of ground polymers starches material initial set, final setting time test device and test method
CN207689304U (en) A kind of device measuring soil sample water suction quality and rate of water absorption
CN212964537U (en) Asphalt pavement water seepage detection device
CN212904911U (en) Concrete slump detection device
CN207379874U (en) A kind of experimental rig of quick measure cement water reducing agent performance
CN101319978A (en) Measurer for fluidity of newly mixed concrete
CN214473360U (en) Self-compacting high-strength concrete bleeding and segregation degree tester
CN210604262U (en) Gas desorption device capable of quickly balancing liquid level and accurately reading
CN211955100U (en) Cement base grouting material fluidity survey device
CN210533255U (en) Tension crack depth and width measuring device
CN208704641U (en) Ground flat degree detector
CN209327157U (en) Mortar consistency tester is used in a kind of detection of mortar
CN211148484U (en) Laboratory is with non-expansibility cementitious material free bleeding rate measuring device
CN113203671A (en) Laser type permeable pavement permeability coefficient testing device and method
CN209495914U (en) A kind of device of quick detection cement stabilization crushed rock base course intensity
CN206671102U (en) A kind of measurement stand for the cavitation corrosion machine measurement anti-Cavitation of material
CN216117206U (en) Tile dry-mixed mortar detection platform

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190719

RJ01 Rejection of invention patent application after publication