CN109655330A - A kind of concrete test piece compressive strength test device and its application method - Google Patents

A kind of concrete test piece compressive strength test device and its application method Download PDF

Info

Publication number
CN109655330A
CN109655330A CN201910064011.9A CN201910064011A CN109655330A CN 109655330 A CN109655330 A CN 109655330A CN 201910064011 A CN201910064011 A CN 201910064011A CN 109655330 A CN109655330 A CN 109655330A
Authority
CN
China
Prior art keywords
balancer
cavity
concrete
compressive strength
concrete sample
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
CN201910064011.9A
Other languages
Chinese (zh)
Inventor
谢生华
蔡宣言
黄斌
周世康
龚明子
饶先鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Communications Bureau Xiamen Inspection Technology Co Ltd
Original Assignee
China Communications Bureau Xiamen Inspection Technology Co Ltd
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 China Communications Bureau Xiamen Inspection Technology Co Ltd filed Critical China Communications Bureau Xiamen Inspection Technology Co Ltd
Priority to CN201910064011.9A priority Critical patent/CN109655330A/en
Publication of CN109655330A publication Critical patent/CN109655330A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0019Compressive

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)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The present invention relates to a kind of concrete test piece compressive strength test device and its application methods, the device includes the lower balancer and upper balancer between top board and lower platen, the lower balancer is placed on the lower platen of press machine, concrete sample is placed on the lower balancer, the upper balancer is placed on above concrete sample, the lower balancer be equipped with upper end opening and with the matched cavity first of concrete sample, the upper balancer be equipped with lower ending opening and with the matched cavity second of concrete sample, fine sand is filled in the cavity first and in the cavity second, it is stamped below the cavity second and covers sand film, the device application method is simple, it is easy to operate, the device can effectively solve concrete anti-compression test specimen, and resistance to compression face is irregular up and down, it is not parallel, the problems such as out-of-flatness, improve test precision.

Description

A kind of concrete test piece compressive strength test device and its application method
Technical field
The present invention relates to the technical field of compression strength of concrete test parts test, in particular to a kind of concrete sample resistance to compressions Strength test device and its application method.
Background technique
Present concrete coring test specimen is mostly upper and lower surfaces out-of-flatness, and still has high-volume test specimen after cutting floating processing Resistance to compression face it is not parallel phenomena such as, be easy to cause resistance to compression discontinuity, phenomena such as stress is concentrated, cause concrete sample resistance to compression Low strength, data inaccuracy.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of concrete test piece compressive strength test device and its uses Method.
The technical scheme is that a kind of concrete test piece compressive strength test device, including with existing compression test The top board and lower platen of equipment connection, further include the lower balancer and upper balancer between top board and lower platen, institute It states lower balancer to be placed on lower platen, concrete sample is placed on the lower balancer, the upper balancer is placed on coagulation Above native test specimen, the lower balancer be equipped with upper end opening and with the matched cavity first of concrete sample, the upper balancer sets Have lower ending opening and with the matched cavity second of concrete sample, fine sand is filled in the cavity first and in the cavity second, it is described It is stamped below cavity second and covers sand film.
Preferably, the edge for covering sand film flips up and is bundled into the side of upper balancer by binding strap.
Preferably, the two sides of the upper balancer and the lower balancer are respectively connected with slide plate, the top board and described The two sides of lower platen are provided with guide upright post, and the slide plate is equipped with the through-hole cooperated with guide upright post.
Preferably, the partial size of the fine sand is 2-3mm.
Preferably, the upper cavity is a height of 15mm, the circular cavity that internal diameter is 104mm, and the lower chamber is a height of 40mm, the circular cavity that internal diameter is 104mm.
Preferably, for the sand film that covers for elastic glue film, the binding strap is rubber neck.
A kind of application method of above-mentioned concrete test piece compressive strength test device, comprising the following steps:
Lower balancer is placed on lower platen by step 1, and the fine sand of 2-3mm partial size is packed into cavity first;
The least smooth end face of concrete sample is placed on fine sand by step 2, compress concrete sample make test specimen middle line with it is upper Lower platen is vertical;
Step 3 is packed into fine sand in the cavity second of upper balancer, then seals up on surface and cover sand film, and the edge for covering sand film is used Strapping is bundled into the side of balancer;
The cavity second of upper balancer is tipped upside down on concrete sample upper surface by step 4, and upper balancer and test specimen are compressed;
Step 5 compresses top board and fits closely with upper balancer, take guide upright post away, carries out compressive strength test.
Preferably, in step 1, guide upright post is passed through to the through-hole of lower two sideskid of balancer.
Preferably, in step 4, guide upright post is made to pass through the through-hole of upper two sideskid of balancer.
The beneficial effects of the present invention are:
The present invention can be used for concrete anti-compression test, and the device is simple and efficient to handle, can effectively solve on concrete anti-compression test specimen The problems such as lower resistance to compression face is irregular, not parallel, out-of-flatness, improves test precision.
The present invention fills fine sand in cavity first and cavity second, and fine sand is gradually extruded when carrying out compressive strength test, energy Enough make the pit of fine sand fill concrete test specimen end face, and fine sand is compacted, keeps the end face of concrete sample smooth, make test specimen Uniform force, eliminate stress concentration phenomenon, so as to obtain accurate test data.
Detailed description of the invention
Fig. 1 is schematic view of the front view of the invention;
Fig. 2 is schematic perspective view of the invention;
Fig. 3 is the schematic perspective view after present invention filling fine sand;
Fig. 4 is the present invention looks up structural representation of upper balancer;
Fig. 5 is that upper balancer fills the present invention looks up structural representation after fine sand;
In figure: 1, top board;2, lower platen;3, lower balancer;31, cavity first;4, upper balancer;41, cavity second;42, sand is covered Film;43, binding strap;5, slide plate;6, guide upright post;7, concrete sample;8, fine sand.
Specific embodiment
A specific embodiment of the invention is referring to Fig. 1-5:
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clearly and completely Description is herein no longer described existing testing equipment wherein existing testing equipment is well-known technique.
The technical solution of the present invention is as follows:
Embodiment one, such as Fig. 1,2,4, a kind of concrete test piece compressive strength test device, including with existing compression test equipment The top board 1 and lower platen 2 of connection, further include lower balancer 3 and upper balancer 4 between top board 1 and lower platen 2, The lower balancer 3 is placed on lower platen 2, and concrete sample 7 is placed on the lower balancer 3, and the upper balancer 4 is placed Above concrete sample 7, the lower balancer 3 be equipped with upper end opening and with the matched cavity first 31 of concrete sample 7, it is described Upper balancer 4 be equipped with lower ending opening and with the matched cavity second 41 of concrete sample 7, such as Fig. 3 and 5, in the cavity first 31 and Fine sand 8 is filled in the cavity second 41, the partial size of the fine sand 8 is 2-3mm, and the lower section of the cavity second 41, which is stamped, covers sand film 42, the edge for covering sand film 42 flips up and is bundled into the side of balancer 4 by binding strap 43.
In example 1, concrete sample 7 is cylinder, and the upper cavity is a height of 15mm, the circle that internal diameter is 104mm Shape cavity, the lower chamber are a height of 40mm, the circular cavity that internal diameter is 104mm, and the sand film 42 that covers is described for elastic glue film Binding strap 43 is rubber neck;Concrete sample 7 is also possible to cube, and upper cavity and lower chamber are also provided with into cube.
The present invention fills fine sand 8 in cavity first 31 and cavity second 41, and fine sand 8 is gradually squeezed when carrying out compressive strength test Pressure, can make the pit of 8 fill concrete test specimen of fine sand, 7 end face, and fine sand 8 is compacted, and keep the end face of concrete sample 7 flat It is whole, make the uniform force of test specimen, eliminate stress concentration phenomenon, so as to obtain accurate test data.
Embodiment two, is basically the same as the first embodiment, the difference is that, such as Fig. 1-3, the upper balancer 4 and described The two sides of lower balancer 3 are respectively connected with slide plate 5, and the two sides of the top board 1 and the lower platen 2 are provided with guide upright post 6, institute It states slide plate 5 and is equipped with the through-hole cooperated with guide upright post 6.
In example 2, setting guide upright post 6 can guarantee that upper cavity and lower chamber are overlapped, and avoid misplacing, cause to try Test data inaccuracy.
Specific works method of the invention are as follows: lower balancer 3 is placed on lower platen 2, guide upright post 6 is passed through into lower balance The through-hole of 3 liang of sideskids 5 of device is packed into the fine sand 8 of 2-3mm partial size, by the end that concrete sample 7 is least smooth in cavity first 31 Face is placed on fine sand 8, and compressing concrete sample 7 keeps test specimen middle line vertical with upper lower platen 2, in the cavity second 41 of upper balancer 4 Middle loading fine sand 8, then seals up on surface and covers sand film 42, and the edge for covering sand film 42 is bundled into upper balancer 4 with strapping The cavity second 41 of upper balancer 4 is tipped upside down on 7 upper surface of concrete sample by side, and guide upright post 6 is made to pass through 4 liang of upper balancer The through-hole of sideskid 5 compresses upper balancer 4 and test specimen, guarantees that guide upright post 6 can pass freely through the through-hole of slide plate 5, in compression Pressing plate 1 is fitted closely with upper balancer 4, takes guide upright post 6 away, carries out compressive strength test.
In order to detect the test result reliability of experimental rig of the present invention, in a certain concrete road surface C30 site operation mistake The standard specimen of one group of cured under same condition (6) cube, road surface of having constructed at the scene after 7 days take three groups and standard specimen in journey The identical core sample of size, every group of core sample are 6, and three groups of core samples are put together with standard specimen to the feeding room progress standard of mark and are supported Shield, three groups of core samples are respectively first group of core sample, second group of core sample, third group core sample, and second group of core sample carries out 35 mortar of surface C and smear Flat processing, three groups of core samples and standard specimen are marked and are supported to 28d age, and compressive strength test, standard specimen, first group are then carried out Core sample and second group of core sample are all made of existing testing equipment and are tested, third group core sample using experimental rig of the invention into Row test, test result are as shown in the table:
As known from Table 1, the test result difference using the test result of experimental rig of the present invention and standard specimen is smaller, reasonable Measured value variation range in, variance and number of discreteness are less than normal, show that the device to test result is accurate, stablizes, can be well It solves the problems, such as of the existing technology.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.

Claims (9)

1. a kind of concrete test piece compressive strength test device, including the top board being connect with existing compression test equipment and pushing Plate, it is characterised in that: further include the lower balancer and upper balancer between top board and lower platen, the lower balancer is put It sets on lower platen, concrete sample is placed on the lower balancer, the upper balancer is placed on above concrete sample, institute State lower balancer equipped with upper end opening and with the matched cavity first of concrete sample, the upper balancer be equipped with lower ending opening and with The matched cavity second of concrete sample, the cavity first is interior and the cavity second is interior fills fine sand, the lower section lid of the cavity second Have and covers sand film.
2. concrete test piece compressive strength test device according to claim 1, it is characterised in that: the side for covering sand film Edge flips up and is bundled into the side of upper balancer by binding strap.
3. concrete test piece compressive strength test device according to claim 2, it is characterised in that: the upper balancer and The two sides of the lower balancer are respectively connected with slide plate, and the two sides of the top board and the lower platen are provided with guide upright post, institute It states slide plate and is equipped with the through-hole cooperated with guide upright post.
4. concrete test piece compressive strength test device according to claim 3, it is characterised in that: the partial size of the fine sand For 2-3mm.
5. concrete test piece compressive strength test device according to claim 4, it is characterised in that: the upper cavity is high The circular cavity for being 104mm for 15mm, internal diameter, the lower chamber are a height of 40mm, the circular cavity that internal diameter is 104mm.
6. concrete test piece compressive strength test device according to claim 5, it is characterised in that: the sand film that covers is bullet Property glue film, the binding strap be rubber neck.
7. a kind of application method of concrete test piece compressive strength test device as claimed in claim 6, it is characterised in that: packet Include following steps:
Lower balancer is placed on lower platen by step 1, and the fine sand of 2-3mm partial size is packed into cavity first;
The least smooth end face of concrete sample is placed on fine sand by step 2, compress concrete sample make test specimen middle line with it is upper Lower platen is vertical;
Step 3 is packed into fine sand in the cavity second of upper balancer, then seals up on surface and cover sand film, and the edge for covering sand film is used Strapping is bundled into the side of balancer;
The cavity second of upper balancer is tipped upside down on concrete sample upper surface by step 4, and upper balancer and test specimen are compressed;
Step 5 compresses top board and fits closely with upper balancer, take guide upright post away, carries out compressive strength test.
8. application method according to claim 7, it is characterised in that: in step 1, guide upright post is passed through lower balance The through-hole of two sideskid of device.
9. application method according to claim 8, it is characterised in that: in step 4, guide upright post is made to pass through upper balance The through-hole of two sideskid of device.
CN201910064011.9A 2019-01-23 2019-01-23 A kind of concrete test piece compressive strength test device and its application method Pending CN109655330A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910064011.9A CN109655330A (en) 2019-01-23 2019-01-23 A kind of concrete test piece compressive strength test device and its application method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910064011.9A CN109655330A (en) 2019-01-23 2019-01-23 A kind of concrete test piece compressive strength test device and its application method

Publications (1)

Publication Number Publication Date
CN109655330A true CN109655330A (en) 2019-04-19

Family

ID=66120395

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910064011.9A Pending CN109655330A (en) 2019-01-23 2019-01-23 A kind of concrete test piece compressive strength test device and its application method

Country Status (1)

Country Link
CN (1) CN109655330A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220466A (en) * 2019-11-28 2020-06-02 河南牛帕力学工程研究院 Road compressive strength detection device and detection method
CN113776962A (en) * 2021-09-07 2021-12-10 广东工业大学 Concrete impact test auxiliary fixtures and concrete impact test device
CN114527007A (en) * 2022-04-24 2022-05-24 徐州三和鑫诚新型建材有限公司 High-precision strength detection device for concrete formula test

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101620049A (en) * 2009-04-30 2010-01-06 安徽省(水利部淮河水利委员会)水利科学研究院 Method for compression test of concrete core sample
CN209820912U (en) * 2019-01-23 2019-12-20 中交一公局厦门检测技术有限公司 Concrete sample compressive strength test device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101620049A (en) * 2009-04-30 2010-01-06 安徽省(水利部淮河水利委员会)水利科学研究院 Method for compression test of concrete core sample
CN209820912U (en) * 2019-01-23 2019-12-20 中交一公局厦门检测技术有限公司 Concrete sample compressive strength test device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
邵珊;洪波;时光明;: "砂盒法检测混凝土芯样抗压强度的试验研究", 建材世界, no. 02, pages 1 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220466A (en) * 2019-11-28 2020-06-02 河南牛帕力学工程研究院 Road compressive strength detection device and detection method
CN111220466B (en) * 2019-11-28 2023-08-01 河南交院工程技术集团有限公司 Road compressive strength detection device and detection method
CN113776962A (en) * 2021-09-07 2021-12-10 广东工业大学 Concrete impact test auxiliary fixtures and concrete impact test device
CN114527007A (en) * 2022-04-24 2022-05-24 徐州三和鑫诚新型建材有限公司 High-precision strength detection device for concrete formula test

Similar Documents

Publication Publication Date Title
CN109655330A (en) A kind of concrete test piece compressive strength test device and its application method
CN207717470U (en) A kind of experiment of Seepage-stress coupling is containing the producing device through crack rocks test specimen
CN106124316B (en) The anisotropic indoor true triaxial test method of bulk solid rock-soil material
CN105352874B (en) A kind of test method and device of indoor measurement soil cracking behavior
CN208333999U (en) A kind of double fissure rock triaxial compression test test piece moulds
CN107063791B (en) Test method and test sample for bonding characteristics of disintegrated soft rock and concrete
CN206096357U (en) Rubber class material is able to bear or endure electric intensity measurement device
CN209495951U (en) Sillar single side holds hydraulic pressure seepage simulation experimental rig
CN208888108U (en) A kind of shale porosity test device
CN201926739U (en) Pneumatic clamp for moulded case circuit breaker
CN204575162U (en) A kind of measurement mechanism of automobile trunk volume
CN111441765A (en) Experimental method and device for evaluating air gravity flooding potential of crack-containing tight oil reservoir
CN209820912U (en) Concrete sample compressive strength test device
CN206208628U (en) A kind of bentonite consolidation device of Anti-inclining
CN206348251U (en) A kind of device for detecting lead accumulator with AGM dividing plates pressurization rate of liquid aspiration
CN106706384A (en) Anti-tilting bentonite consolidation device
CN111579343A (en) Coal rock forming experimental device and method for testing three-dimensional apparent resistivity change
CN206821150U (en) A kind of patch gum frock for mobile lens screening glass
CN203432826U (en) Soil-sample pressing device
CN206945444U (en) Concrete static(al) compression modulus of elasticity automatic analyzer
CN108548909A (en) The apparatus and method that matrix-high infiltration strip carries out displacement test can be simulated
CN107860606A (en) A kind of original state core harvester and its application method for Marsh Wetland soil weight measure
CN208109536U (en) Different size cementation forming devices between a kind of three dimensional hemispherical particle
CN207854173U (en) A kind of loudspeaker measurement jig of adjustable pressure
CN111974476A (en) Freeze drying is with connecting test tube lid that stable leakproofness is good

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
CB03 Change of inventor or designer information

Inventor after: Xie Shenghua

Inventor after: Cai Xuanyan

Inventor after: Huang Bin

Inventor after: Zhou Shikang

Inventor after: Gong Mingzi

Inventor after: Rao Xianpeng

Inventor before: Xie Shenghua

Inventor before: Cai Xuanyan

Inventor before: Huang Bin

Inventor before: Zhou Shikang

Inventor before: Gong Mingzi

Inventor before: Rao Xianpeng

CB03 Change of inventor or designer information