CN106645661A - Testing device and testing method of building performance of 3D print material of building - Google Patents

Testing device and testing method of building performance of 3D print material of building Download PDF

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Publication number
CN106645661A
CN106645661A CN201611225563.6A CN201611225563A CN106645661A CN 106645661 A CN106645661 A CN 106645661A CN 201611225563 A CN201611225563 A CN 201611225563A CN 106645661 A CN106645661 A CN 106645661A
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building
measurement
printing material
performance
test
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CN201611225563.6A
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CN106645661B (en
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林家超
赵日煦
吴雄
杨文�
贾丽莉
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China State Construction Engineering Corp Ltd CSCEC
China Construction Ready Mixed Concrete Co Ltd
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China State Construction Engineering Corp Ltd CSCEC
China Construction Ready Mixed Concrete Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/38Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
    • G01N33/383Concrete or cement

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Food Science & Technology (AREA)
  • Medicinal Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Ceramic Engineering (AREA)
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  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Producing Shaped Articles From Materials (AREA)

Abstract

The invention provides a testing device and testing method of the building performance of a 3D print material of a building. The testing device comprises a test tube, a stack height measurer and an extended measurement plate, wherein the test tube is suspended through a bracket; the stack height measurer comprises a measurement rod and a measurement needle; the measurement rod is vertically arranged at one side of the test tube; the measurement needle is horizontally arranged and one end of the measurement needle is connected with the measurement rod; and the extended measurement plate is arranged at the lower part of an outlet of the test tube. According to the testing device and the testing method, quantitative evaluation of the building performance of the 3D print material of the building can be achieved, the detection effect is good and the accuracy of the detection result is high.

Description

A kind of building 3D printing material builds the test device and method of testing of performance
Technical field
The invention belongs to the technical field of testing concrete performance, more particularly to a kind of building 3D printing material construction performance Test device and method of testing.
Background technology
3D printing technique is, based on discrete-accumulation principle, to be driven by part three-dimensional data, adopts and gradually adds up from bottom to top The method of material manufactures the technology of entity component.Have an advantage in that without the need for mould, shorten product development cycle, improve efficiency and drop Low cost, can print various profile shapes.
Building 3D printing technique, is the expansion of 3D printing technique, even more a kind of innovation of building field.By 3D printing technique In combination with building trade, cost of labor can be not only saved, be drawn materials nearby, can also reduce logistics cost, immediate objective can beat The complicated pre-constructed unit of print and batch production house, personalized customization house is also possibly realized from the point of view of long term, it is most important that significantly Shorten construction-time, this is perfectly in harmony with the theory of building industrialization.
At present 3D printing technique primary base material mostly is macromolecular material (photosensitive resin, decomposable plasticses powder), gold Category powder, ceramic powders, composite powder etc..And build 3D printing and use cement-based material, due to material uniqueness itself Rheological property, cause that printing device matching is good, build process imperfection from condensing performance, printing precision shortcoming etc. is asked Topic, to the development of building 3D printing technique high resistance is brought.
Therefore, the basis for being applied to that the cement-based material for building excellent performance is building 3D printing application is prepared.It is different from Conventional cement concrete high performance development, build 3D printing material design need to possess low flow regime, high-ductility, condensation can Qualified mechanical property, endurance quality etc. are required after control, the connecting of good interlayer and hardening.So traditional workability Energy detection method, the such as slump, divergence, T50Flowing time etc. has not been suitable for the performance table of the material for building 3D technology Levy, the detection for piling up performance to the material under lamination process and evaluation method are particularly there is no both at home and abroad.
At present, domestic External building 3D printing technique is risen, and still unfounded printed material builds the test of performance And evaluation method, by greatly application and development of the restriction 3D printing technique in building field.A kind of building proposed by the present invention 3D printing material builds the test device and method of testing of performance and can fill up this technological gap, and overall merit printed material is built Make performance and and guide its application in building 3D printing technique.
The content of the invention
The technical problem to be solved is for above-mentioned problem, there is provided one kind building 3D printing material Build performance test device and method of testing, simulant building 3D printing stacking building course in material service behaviour and can Performance change is piled up, the quantitatively evaluating of the construction performance to building 3D printing material is realized.
The present invention solves the technical scheme that adopted of above-mentioned technical problem:A kind of building 3D printing material builds performance Test device, it is characterised in that including test barrel, pile up height measuring gauge and extension measurement plate, the test barrel passes through support Hanging to arrange, including measurement bar and measurement pin, the measurement bar is vertically located at test barrel side, institute to the height measuring gauge of piling up State measurement pin to be horizontally disposed with, one end is connected with measurement bar, the extension measurement plate is located at test barrel outlet lower section.
By such scheme, the test barrel includes elevating hopper and bottom discharge pipe, and the elevating hopper internal cavities center is provided with Central partition plate, forms the first hopper and the second hopper, and first, second hopper sets respectively with the junction of the bottom discharge pipe There are the first sliding panel and the second sliding panel, pulling first, second sliding panel can first, second hopper and bottom discharge pipe insertion Or block, the outer wall of bottom discharge pipe is provided with vibrator.
By such scheme, the extension measurement plate top surface is provided with horizontal scale line, extends central axis and the institute of measurement plate State the central axes of test barrel.
By such scheme, the extension measurement plate is that test barrel volume is cut with bottom discharge pipe with the spacing of the bottom discharge pipe The ratio of area.
By such scheme, the caliber of the bottom discharge pipe is more than or equal to the maximum grain for building 3D printing material slurry aggregate 3 times of footpath.
By such scheme, the measurement bar is provided with vertical scale line, and the measurement pin can be slided up and down along measurement bar.
By such scheme, first sliding panel and the second sliding panel can manually or hydraulic cylinder or pneumatic cylinder or electronic Machine is pulled.
By such scheme, the extension measurement plate is circular dish structure, and the length of the measurement pin is more than extension measurement plate Radius.
By such scheme, the measurement of the horizontal scale line and vertical scale line is accurately millimeter.
A kind of building 3D printing material builds the method for testing of performance, it is characterised in that comprise the steps:
S1 prepare before) testing, erecting device, and sealing propertytest is carried out to test barrel, with wet cloth test barrel and expansion are cleaned Exhibition measurement plate, closes the first sliding panel and the second sliding panel;
S2) start test, building 3D printing material filled in into full elevating hopper, and closely knit, unlatching vibrator is plugged and pounded with iron staff, The first sliding panel of the first hopper is opened, 3D printing material flow time t is recorded using stopwatch1, in extension measurement plate directly Read record divergence S1, and traverse measurement pin directly reads record in measurement bar and piles up height H1, open the of the second hopper Two sliding panels, using stopwatch 3D printing material flow time t is recorded2, record divergence S is directly read in extension measurement plate2, And traverse measurement pin directly reads record in measurement bar and piles up height H2
S3) calculate the construction performance of 3D printing material, repeat the above steps for several times, peek time test data it is average Value, by formula fitting is needed
Calculate construction performance J of the building 3D printing material3D
The invention has the beneficial effects as follows:Test device and the test side of performance are built there is provided a kind of building 3D printing material Method, can under laboratory conditions simulate in actual 3D printing stacking building course the service behaviour of construction material and pile up performance Change, can quantitatively evaluating building 3D printing material build the quality of performance, and Detection results are good, the degree of accuracy of testing result Height, this test device is simple and reasonable, swift to operate, good reliability, and making operating cost is low, practical.
Description of the drawings
Fig. 1 is the front view of one embodiment of the invention.
Fig. 2 is the top view of one embodiment of the invention.
Wherein:1. elevating hopper, 2. bottom discharge pipe, 3. central partition plate, 4. the first hopper, 5. the second hopper, 6. first slides Plate, 7. the second sliding panel, 8. vibrator, 9. extends measurement plate, 10. measurement bar, 11. measurement pins, 12. building 3D printing materials.
Specific embodiment
To more fully understand the present invention, with reference to the accompanying drawings and examples the invention will be further described.
As shown in Figure 1 and Figure 2, a kind of building 3D printing material builds the test device of performance, including test barrel, piles up height Degree measuring appliance and extension measurement plate 9, test barrel is arranged by bracket-suspending, piles up height measuring gauge including measurement bar 10 and measurement Pin 11, measurement bar is vertically located at test barrel side, and measurement pin is horizontally disposed with, and one end is connected with measurement bar, and extension measurement plate is located at Test barrel outlet lower section.
Test barrel includes elevating hopper 1 and bottom discharge pipe 2, and elevating hopper internal cavities center is provided with central partition plate 3, forms first The hopper 5 of hopper 4 and second, first, second hopper is respectively equipped with the first sliding panel 6 and second and slides with the junction of bottom discharge pipe Plate 7, pull first, second sliding panel can first, second hopper and the insertion of bottom discharge pipe or blocking, the first sliding panel and second slides Dynamic plate can manually or hydraulic cylinder or pneumatic cylinder or motor are pulled, and the outer wall of bottom discharge pipe is provided with vibrator 8.
Extension measurement plate top surface is provided with horizontal scale line, extends the central axis of measurement plate and the central axis weight of test barrel Close, extend measurement plate and the ratio that the spacing of bottom discharge pipe is test barrel volume and bottom discharge tube section product, measurement bar is provided with Vertical scale line, measurement pin can be slided up and down along measurement bar, be easy to read height value, and extension measurement plate is circular dish structure, surveys More than the radius of extension measurement plate, the measurement of horizontal scale line and vertical scale line is accurately millimeter to the length of metering pin.
The caliber of bottom discharge pipe is more than or equal to 3 times of the maximum particle diameter of the slurry aggregate of building 3D printing material 12.
Carry out building the method for testing that 3D printing material builds performance using the device:
S1 prepare before) testing, erecting device, and sealing propertytest is carried out to test barrel, with wet cloth test barrel and expansion are cleaned Exhibition measurement plate, closes the first sliding panel and the second sliding panel;
S2) start test, building 3D printing material filled in into full elevating hopper, and closely knit, unlatching vibrator is plugged and pounded with iron staff, The first sliding panel of the first hopper is opened, 3D printing material flow time t is recorded using stopwatch1, in extension measurement plate directly Read record divergence S1, and traverse measurement pin directly reads record in measurement bar and piles up height H1, open the of the second hopper Two sliding panels, using stopwatch 3D printing material flow time t is recorded2, record divergence S is directly read in extension measurement plate2, And traverse measurement pin directly reads record in measurement bar and piles up height H2
S3) calculate the construction performance of 3D printing material, repeat the above steps for several times, peek time test data it is average Value, by formula fitting is needed
Calculate construction performance J of the building 3D printing material3D
Preparing the test slurry sample of six parts of different operating performances respectively and carrying out 3D printing constructability to test, and sample is each Proportioning is as shown in table 1.Wherein, embodiment 1-2 is the mortar that river sand is prepared, and embodiment 3-4 is the mortar that Machine-made Sand is prepared, and is implemented Example 5-6 is the concrete that river sand is prepared, and aggregate size is 5-10mm.The result such as table 2 measured by method of testing of the present invention It is shown.
Sample match ratio (kg/m in the embodiment 1~6 of table 13)
Sample the performance test results in embodiment 1~6
The preferred embodiments of the present invention are these are only, the present invention is not limited to, for those skilled in the art For member, the present invention can have various modifications and variations.All any modifications within the spirit and principles in the present invention, made, Equivalent, improvement etc., should be included within the scope of the present invention.

Claims (10)

1. a kind of building 3D printing material builds the test device of performance, it is characterised in that including test barrel, pile up elevation carrection Device and extension measurement plate, the test barrel is arranged by bracket-suspending, and the height measuring gauge of piling up is including measurement bar and measurement Pin, the measurement bar is vertically located at test barrel side, and the measurement pin is horizontally disposed with, and one end is connected with measurement bar, the extension Measurement plate is located at test barrel outlet lower section.
2. a kind of building 3D printing material according to claim 1 builds the test device of performance, it is characterised in that described Test barrel includes elevating hopper and bottom discharge pipe, and the elevating hopper internal cavities center is provided with central partition plate, formed the first hopper and Second hopper, first, second hopper is respectively equipped with the first sliding panel and second and slides with the junction of the bottom discharge pipe Plate, pulling first, second sliding panel can first, second hopper and the insertion of bottom discharge pipe or blocking, the outer wall of bottom discharge pipe It is provided with vibrator.
3. a kind of building 3D printing material according to claim 2 builds the test device of performance, it is characterised in that described Extension measurement plate top surface is provided with horizontal scale line, extends the central axis of measurement plate and the central axes of the test barrel.
4. a kind of building 3D printing material according to claim 3 builds the test device of performance, it is characterised in that described Extension measurement plate and the ratio that the spacing of the bottom discharge pipe is test barrel volume and bottom discharge tube section product.
5. a kind of building 3D printing material according to Claims 2 or 3 builds the test device of performance, it is characterised in that The caliber of the bottom discharge pipe is more than or equal to 3 times of the maximum particle diameter of building 3D printing material slurry aggregate.
6. a kind of building 3D printing material according to claim 5 builds the test device of performance, it is characterised in that described Measurement bar is provided with vertical scale line, and the measurement pin can be slided up and down along measurement bar.
7. a kind of building 3D printing material according to claim 2 builds the test device of performance, it is characterised in that described First sliding panel and the second sliding panel can manually or hydraulic cylinder or pneumatic cylinder or motor are pulled.
8. a kind of building 3D printing material according to claim 1 builds the test device of performance, it is characterised in that described Extension measurement plate is circular dish structure, and the length of the measurement pin is more than the radius for extending measurement plate.
9. a kind of building 3D printing material according to claim 6 builds the test device of performance, it is characterised in that described The measurement of horizontal scale line and vertical scale line is accurately millimeter.
10. a kind of building 3D printing material builds the method for testing of performance, it is characterised in that comprise the steps:
S1 prepare before) testing, erecting device, and sealing propertytest is carried out to test barrel, clean test barrel with wet cloth and extension is surveyed Template, closes the first sliding panel and the second sliding panel;
S2) start test, building 3D printing material is filled in into full elevating hopper, and closely knit, unlatching vibrator is plugged and pounded with iron staff, open First sliding panel of the first hopper, using stopwatch 3D printing material flow time t is recorded1, directly read in extension measurement plate Record divergence S1, and traverse measurement pin directly reads record in measurement bar and piles up height H1, open the second cunning of the second hopper Dynamic plate, using stopwatch 3D printing material flow time t is recorded2, record divergence S is directly read in extension measurement plate2, and move Dynamic measurement pin directly reads record in measurement bar and piles up height H2
S3) calculate the construction performance of 3D printing material, repeat the above steps for several times, the mean value of peek time test data, Fitting is needed by formulaCalculate construction performance J of the building 3D printing material3D
CN201611225563.6A 2016-12-27 2016-12-27 A kind of building 3D printing material builds the test device and test method of performance Active CN106645661B (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108444867A (en) * 2018-03-16 2018-08-24 北京工业大学 A kind of continuity test method of building 3D printing cement mortar
CN108827827A (en) * 2018-07-31 2018-11-16 中南大学 A kind of 3D printing concrete constructions system safety testing device and method
CN110243678A (en) * 2019-05-24 2019-09-17 同济大学 A kind of 3D printing building mortar builds device for evaluating performance and method
CN111366494A (en) * 2020-04-01 2020-07-03 中国建筑第八工程局有限公司 Rheological property testing method of building 3D printing material
CN111413272A (en) * 2020-04-01 2020-07-14 中国建筑第八工程局有限公司 Performance test method of 3D printing material
CN113406312A (en) * 2021-06-04 2021-09-17 东南大学 Method for rapidly evaluating printability of slurry in 3D printing of cement-based material and application

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101008640A (en) * 2007-02-02 2007-08-01 中南大学 Integrated device for measurement and evaluation of workability of self-compacting concrete
CN201874244U (en) * 2010-11-29 2011-06-22 中铁二局股份有限公司 Device used for transporting and pouring concrete
CN202018414U (en) * 2010-12-23 2011-10-26 中国铁道科学研究院铁道建筑研究所 Working performance comprehensive test device for self-filling concrete for high speed railway slab ballastless tracks
CN202321277U (en) * 2011-11-16 2012-07-11 葛洲坝集团试验检测有限公司 Load hopper for concrete slump tests
CN102778556A (en) * 2011-05-09 2012-11-14 同济大学 Testing method for working performance of concrete and apparatus implementing same
CN203643450U (en) * 2014-01-02 2014-06-11 中联重科股份有限公司 Concrete slump measuring device
CN104297097A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 Testing method for cohesion performance of 3D printing building mortar
CN104297092A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 3D printing building mortar plastic deformation performance testing mold and application thereof
CN104297103A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 3D print building mortar workability testing device and application
CN204286986U (en) * 2014-12-29 2015-04-22 中建商品混凝土天津有限公司 A kind of concrete flow time pick-up unit
CN104568660A (en) * 2014-12-22 2015-04-29 中铁成都工程检测咨询有限责任公司 Method for testing adaptability between water reducing agent and concrete and expansion degree test device
CN104634700A (en) * 2015-02-28 2015-05-20 郑州大学 Concrete fluidity testing device
CN104891891A (en) * 2015-05-06 2015-09-09 同济大学 3D printing cement-based material and preparation method thereof
CN205067488U (en) * 2015-09-29 2016-03-02 广西交通科学研究院 Direct -reading concrete slump and extension measuring device
CN205643345U (en) * 2016-05-09 2016-10-12 深圳港创建材股份有限公司 Detection device for concrete slumps
CN106092824A (en) * 2016-05-31 2016-11-09 中铁十四局集团第三工程有限公司 A kind of self-compacting concrete mobility-detected device and detection method
CN106198940A (en) * 2016-07-26 2016-12-07 四川建筑职业技术学院 A kind of detection adaptive device and method of concrete admixture

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101008640A (en) * 2007-02-02 2007-08-01 中南大学 Integrated device for measurement and evaluation of workability of self-compacting concrete
CN201874244U (en) * 2010-11-29 2011-06-22 中铁二局股份有限公司 Device used for transporting and pouring concrete
CN202018414U (en) * 2010-12-23 2011-10-26 中国铁道科学研究院铁道建筑研究所 Working performance comprehensive test device for self-filling concrete for high speed railway slab ballastless tracks
CN102778556A (en) * 2011-05-09 2012-11-14 同济大学 Testing method for working performance of concrete and apparatus implementing same
CN202321277U (en) * 2011-11-16 2012-07-11 葛洲坝集团试验检测有限公司 Load hopper for concrete slump tests
CN203643450U (en) * 2014-01-02 2014-06-11 中联重科股份有限公司 Concrete slump measuring device
CN104297103A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 3D print building mortar workability testing device and application
CN104297092A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 3D printing building mortar plastic deformation performance testing mold and application thereof
CN104297097A (en) * 2014-10-20 2015-01-21 上海利物宝建筑科技有限公司 Testing method for cohesion performance of 3D printing building mortar
CN104568660A (en) * 2014-12-22 2015-04-29 中铁成都工程检测咨询有限责任公司 Method for testing adaptability between water reducing agent and concrete and expansion degree test device
CN204286986U (en) * 2014-12-29 2015-04-22 中建商品混凝土天津有限公司 A kind of concrete flow time pick-up unit
CN104634700A (en) * 2015-02-28 2015-05-20 郑州大学 Concrete fluidity testing device
CN104891891A (en) * 2015-05-06 2015-09-09 同济大学 3D printing cement-based material and preparation method thereof
CN205067488U (en) * 2015-09-29 2016-03-02 广西交通科学研究院 Direct -reading concrete slump and extension measuring device
CN205643345U (en) * 2016-05-09 2016-10-12 深圳港创建材股份有限公司 Detection device for concrete slumps
CN106092824A (en) * 2016-05-31 2016-11-09 中铁十四局集团第三工程有限公司 A kind of self-compacting concrete mobility-detected device and detection method
CN106198940A (en) * 2016-07-26 2016-12-07 四川建筑职业技术学院 A kind of detection adaptive device and method of concrete admixture

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
SUNGWOO LIM等: "DEVELOPMENT OF A VIABLE CONCRETE PRINTING PROCESS", 《INTERNATIONAL ASSOCIATION FOR AUTOMATION AND ROBOTICS IN CONSTRUTION》 *
李志明等: "免振捣混凝土的质量控制", 《高强与高性能混凝土及其应用第三届学术讨论会论文集》 *
杨钱荣等: "3D 打印建造技术发展与展望", 《建筑技术》 *
蒋佳宁等: "混凝土3D 打印技术研究现状探讨与分析", 《混凝土》 *
覃亚伟等: "基于挤出固化的建筑3D打印装置设计及验证", 《土木工程与管理学报》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108444867A (en) * 2018-03-16 2018-08-24 北京工业大学 A kind of continuity test method of building 3D printing cement mortar
CN108827827A (en) * 2018-07-31 2018-11-16 中南大学 A kind of 3D printing concrete constructions system safety testing device and method
CN108827827B (en) * 2018-07-31 2020-10-30 中南大学 3D printing concrete constructability testing device and method
CN110243678A (en) * 2019-05-24 2019-09-17 同济大学 A kind of 3D printing building mortar builds device for evaluating performance and method
CN110243678B (en) * 2019-05-24 2020-06-26 同济大学 3D printing building mortar construction performance evaluation device and method
CN111366494A (en) * 2020-04-01 2020-07-03 中国建筑第八工程局有限公司 Rheological property testing method of building 3D printing material
CN111413272A (en) * 2020-04-01 2020-07-14 中国建筑第八工程局有限公司 Performance test method of 3D printing material
CN111413272B (en) * 2020-04-01 2023-11-17 中国建筑第八工程局有限公司 Performance test method of 3D printing material
CN113406312A (en) * 2021-06-04 2021-09-17 东南大学 Method for rapidly evaluating printability of slurry in 3D printing of cement-based material and application

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