CN207263542U - A kind of modulus of elasticity of concrete analyzer - Google Patents

A kind of modulus of elasticity of concrete analyzer Download PDF

Info

Publication number
CN207263542U
CN207263542U CN201721140524.6U CN201721140524U CN207263542U CN 207263542 U CN207263542 U CN 207263542U CN 201721140524 U CN201721140524 U CN 201721140524U CN 207263542 U CN207263542 U CN 207263542U
Authority
CN
China
Prior art keywords
ring
concrete
modulus
elasticity
upper ring
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.)
Expired - Fee Related
Application number
CN201721140524.6U
Other languages
Chinese (zh)
Inventor
朱家彦
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.)
Yangzhou Precision Technology Co Ltd
Original Assignee
Yangzhou Precision 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 Yangzhou Precision Technology Co Ltd filed Critical Yangzhou Precision Technology Co Ltd
Priority to CN201721140524.6U priority Critical patent/CN207263542U/en
Application granted granted Critical
Publication of CN207263542U publication Critical patent/CN207263542U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

It the utility model is related to a kind of modulus of elasticity of concrete analyzer.The device includes upper ring and the lower ring of upper ring center overlapping of axles and multiple amesdials between upper ring and lower ring, the more supporting rods between upper ring and lower ring, some free ends that are screwed in the upper ring and lower ring extend into trip bolt in ring, and the elastomeric element contacted with concrete to be measured is connected with positioned at the free end of each trip bolt.Due to the presence of elastomeric element, can directly be contacted with concrete to be measured to avoid the free end of trip bolt, so as to avoid concrete from bending trip bolt when deforming upon, it is ensured that trip bolt reliably works next time.

Description

A kind of modulus of elasticity of concrete analyzer
Technical field
It the utility model is related to construction material detection technology field, more particularly to a kind of modulus of elasticity of concrete analyzer.
Background technology
Concrete is the important construction material of major factory such as industry, national defence, civil buildings, bridge, tunnel and power station, right The accurate test of mechanical performance of concrete, detected with quantitative methodological science building material, structural elements and processing half into The quality condition of product, is the key for ensureing construction engineering quality.Elasticity modulus is the important mechanical property of concrete, it is reflected Relation between stress suffered by concrete and produced strain, is to calculate the deformation of reinforced concrete structure, crack developing and big One of parameter necessary to the temperature stress of volume concrete.
According to existing national standards《Standard for test methods of mechanical properties of ordinary concrete》(GB50081-2002) experiment It is required that measuring instrument should meet《Dial test indicator product quality is graded》Middle technical requirements, two, amesdial (0 grade or 1 grade) ;Or precision is not less than other instrument of 0.001mm.Concrete sample size is the standard of 150mm × 150mm × 300mm Prism, the angle between the adjacent surface of test specimen should be 90 °, its tolerance must not exceed 0.5 °;The dimensional tolerance of each length of side of test specimen It must not exceed 1mm.It can be seen that national standard is very stringent for the required precision of experiment.Analyzer should be installed in experiment On the center line of the test specimen both sides and symmetrically both ends with test specimen.Then test specimen is placed on pressure testing machine, makes its axle center with pushing The center line alignment of plate, starts pressure testing machine, ball seat is adjusted when top board and test specimen are close, makes its contact balanced.It is existing Modulus of elasticity of concrete analyzer adjust ball seat enable test specimen with top board even contact when, it is found that by range estimation adjust Whole angle has inconvenience more, occurs deviation often, easily causes unbalance stress, left and right amesdial reading is overproof can not to continue asking for experiment Topic.
Modulus of elasticity of concrete analyzer is disclosed in existing Chinese patent database, its number of patent application is: 201220499238.X the applying date is:2012.09.23, Authorization Notice No. is:CN202869894U, authorized announcement date are: 2013.04.10, which is included in the upside of the upper ring front and back end trip bolt correspondence position of modulus of elasticity of concrete analyzer Install air level additional.It is disadvantageous in that:The device is that upper ring and lower ring are fixed in test block by test block trip bolt, from And the elasticity modulus of test block is measured easy to amesdial, due to upper ring and a lower ring be completely dependent on test block trip bolt be fixed on it is to be measured In test block, when adding external applied load at test block both ends, test block deformation while, promotes test block trip bolt to deform upon, therefore damages Bad instrument, is not easy to elasticity modulus of the next time using device measurement concrete.
Utility model content
The purpose of this utility model is in view of the deficienciess of the prior art, i.e. test block trip bolt is easily bent, it is difficult to Ensure that test block trip bolt reliably works next time, there is provided a kind of test block trip bolt is avoided when concrete to be measured deforms upon Curved modulus of elasticity of concrete analyzer.
A kind of modulus of elasticity of concrete analyzer, including upper ring, with the lower ring of upper ring center overlapping of axles and positioned at upper ring Multiple amesdials between lower ring, the more supporting rods between upper ring and lower ring, if being screwed in the upper ring and lower ring Dry free end extends into the trip bolt in ring, and the bullet contacted with concrete to be measured is connected with positioned at the free end of each trip bolt Property component.
During utility model works, concrete to be measured is placed into upper ring and in lower ring, then rotational fastener screw, makes tight Gu the elastomeric element of screw is contacted with concrete, so that upper ring is each attached on concrete with lower ring, then to amesdial tune Zero, while upper supporting rod between ring and lower ring is unclamped, forcing press is started, the upper surface of concrete and lower surface is subject to quota External applied load, concrete to be measured deforms upon, and the amount deformed upon shows that operating personnel are according to amesdial from amesdial Reading, the elasticity modulus of concrete to be measured is calculated using formula.
Compared with prior art, the beneficial effects of the utility model are:, can be to avoid fastening due to the presence of elastomeric element The free end of screw is directly contacted with concrete to be measured, so as to avoid concrete from bending trip bolt when deforming upon, it is ensured that Trip bolt reliably works next time.
It is securely seated between for the ease of elastomeric element on concrete to be measured, the elastomeric element is arc panel, the arc Ring heart of the inner concave of shape plate towards upper ring or lower ring.
It is securely seated between for the ease of elastomeric element on concrete to be measured, the arc panel indent contacted with concrete to be measured Wearing layer covered with increase friction on face.
The numerical value of amesdial is had an impact in order to avoid dismantling the process of supporting rod, so that measurement result is influenced, it is described Supporting rod is telescopic rod, and telescopic rod vertical spacing is distributed between ring and lower ring, is offered on the upper ring some for inserting The lower groove of telescopic rod one end is connect, upper groove corresponding with upper ring lower groove, each telescopic rod one are offered on the lower ring End is plugged in lower groove, and the other end is plugged in upper groove.
Further, the telescopic rod has externally threaded round bar for the female round bar of a boring and a car, described External screw thread is screwed on for the length for adjusting telescopic rod with internal thread.
For the ease of amesdial zeroing, the deformation quantity of concrete to be measured is more accurately measured, the amesdial is vertical Uniformly at intervals between upper ring and lower ring, each amesdial is fixed on ring, and the contact of each amesdial is contradicted corresponding On lower ring.
Brief description of the drawings
Fig. 1 is the top view of the utility model.
Fig. 2 is the front view of the utility model.
Wherein, ring on 1,2 times rings, 3 amesdials, 4 supporting rods, 401 telescopic rods, 5 trip bolts, 501 elastomeric elements, 502 Arc panel, 503 wearing layers.
Embodiment
Be a kind of modulus of elasticity of concrete analyzer as described in Fig. 1 and 2, including upper ring 1, with upper 1 center overlapping of axles of ring Lower ring 2 and multiple amesdials 3 between upper ring 1 and lower ring 2, return to zero for the ease of amesdial 3, more accurately measure Go out the deformation quantity of concrete to be measured, 3 vertical spacing of amesdial is distributed between ring 1 and lower ring 2, and each amesdial 3 is fixed on On ring 1, the contact of each amesdial 3 is contradicted on corresponding lower ring 2, and the more supporting rods 4 between upper ring 1 and lower ring 2, are The process of dismounting supporting rod 4 is avoided to have an impact the numerical value of amesdial 3, so as to influence measurement result, supporting rod 4 is flexible Bar 401,401 vertical spacing of telescopic rod are distributed between ring 1 and lower ring 2, are offered on upper ring 1 and some are used for grafting telescopic rod The lower groove of 401 one end, offers upper groove corresponding with upper 1 lower groove of ring on lower ring 2, each 401 one end of telescopic rod is plugged on In lower groove, the other end is plugged in upper groove, and further, telescopic rod 401 is the female round bar of a boring and one Car has an externally threaded round bar, and external screw thread and internal thread are screwed on for the length for adjusting telescopic rod 401, is revolved on upper ring 1, lower ring 2 Connect some free ends and extend into trip bolt 5 in ring, be connected with positioned at the free end of each trip bolt 5 and connect with concrete to be measured Tactile elastomeric element 501, is securely seated between on concrete to be measured for the ease of elastomeric element 501, and elastomeric element 501 is arc Plate 502, the inner concave of arc panel 502 are securely seated between towards the ring heart of upper ring 1 or lower ring 2 for the ease of elastomeric element 501 On concrete to be measured, the wearing layer 503 covered with increase friction on 502 inner concave of arc panel that is contacted with concrete to be measured.
During work, concrete to be measured is placed into upper ring 1 and in lower ring 2, then rotational fastener screw 5, makes trip bolt 5 Elastomeric element 501 contacted with concrete, the wearing layer 503 of arc panel 502 is firmly attached on concrete, so that upper ring 1 is each attached on concrete with lower ring 2, then returns to zero to amesdial 3, while gently rotating extensible arm 401, makes telescopic rod 401 After contraction, the supporting rod 4 between ring 1 and lower ring 2 is removed, starts forcing press, the upper surface and lower surface for making concrete are subject to The external applied load of quota, concrete to be measured deform upon, and the amount deformed upon is shown from amesdial 3, operating personnel according to The reading of amesdial 3, the elasticity modulus of concrete to be measured is calculated using formula.
The utility model is not limited to above-described embodiment, on the basis of technical solution disclosed in the utility model, this The technical staff in field is according to disclosed technology contents, it is not necessary to which performing creative labour can be special to some of which technology Sign makes some and replaces and deform, these are replaced and deformation is within the protection scope of the present utility model.

Claims (6)

1. a kind of modulus of elasticity of concrete analyzer, including upper ring, with the lower ring of upper ring center overlapping of axles and positioned at upper ring with Multiple amesdials between lower ring, the more supporting rods between upper ring and lower ring, it is characterised in that:The upper ring and lower ring On some free ends that are screwed on extend into trip bolt in ring, be connected with and coagulation to be measured positioned at the free end of each trip bolt The elastomeric element of soil contact.
A kind of 2. modulus of elasticity of concrete analyzer according to claim 1, it is characterised in that:The elastomeric element is arc Shape plate, the ring heart of the inner concave of the arc panel towards upper ring or lower ring.
A kind of 3. modulus of elasticity of concrete analyzer according to claim 2, it is characterised in that:Contacted with concrete to be measured Arc panel inner concave on covered with increase friction wearing layer.
A kind of 4. modulus of elasticity of concrete analyzer according to claim 3, it is characterised in that:The supporting rod is flexible Bar, telescopic rod vertical spacing are distributed between ring and lower ring, are offered on the upper ring and some are used for grafting telescopic rod one end Lower groove, offer upper groove corresponding with upper ring lower groove on the lower ring, described each telescopic rod one end is plugged on recessed In groove, the other end is plugged in upper groove.
A kind of 5. modulus of elasticity of concrete analyzer according to claim 4, it is characterised in that:The telescopic rod is one The female round bar of boring and a car have externally threaded round bar, and the external screw thread is screwed on for adjusting telescopic rod with internal thread Length.
A kind of 6. modulus of elasticity of concrete analyzer according to claim 4 or 5, it is characterised in that:The amesdial erects Directly uniformly at intervals between upper ring and lower ring, each amesdial is fixed on ring, and the contact of each amesdial is contradicted in correspondence Lower ring on.
CN201721140524.6U 2017-09-07 2017-09-07 A kind of modulus of elasticity of concrete analyzer Expired - Fee Related CN207263542U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721140524.6U CN207263542U (en) 2017-09-07 2017-09-07 A kind of modulus of elasticity of concrete analyzer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721140524.6U CN207263542U (en) 2017-09-07 2017-09-07 A kind of modulus of elasticity of concrete analyzer

Publications (1)

Publication Number Publication Date
CN207263542U true CN207263542U (en) 2018-04-20

Family

ID=61920235

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721140524.6U Expired - Fee Related CN207263542U (en) 2017-09-07 2017-09-07 A kind of modulus of elasticity of concrete analyzer

Country Status (1)

Country Link
CN (1) CN207263542U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113252882A (en) * 2021-05-08 2021-08-13 周旭东 Concrete intellectual detection system device of usefulness is managed to building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113252882A (en) * 2021-05-08 2021-08-13 周旭东 Concrete intellectual detection system device of usefulness is managed to building

Similar Documents

Publication Publication Date Title
CN108519175B (en) Variable-range soil pressure measuring method based on Bragg fiber grating
CN103308234B (en) Internal force measuring sensor
CN103776579B (en) Concrete on fire high-strength bolt connects pretightning force slack determinator and method
CN106124313B (en) Concrete and similar material are by the test device for depressing comprehensive deformation performance
CN109060555B (en) Concrete creep testing device and analysis method based on four-point bending loading
CN202869894U (en) Concrete elasticity modulus determinator
CN102175125B (en) Detection method for measuring accuracy of concrete temperature restraint strain by using vibrating string strain meter
CN103247209A (en) Experimental device for testing internal stress of constant strength beam and torsion combination beam with electric measurement method
CN207263542U (en) A kind of modulus of elasticity of concrete analyzer
CN107101800B (en) Wind power measuring equipment and method for power transmission iron tower model
CN109870355A (en) Metal plate sample is uniaxially stretched elongation after fracture method for automatic measurement
CN110725699B (en) Shear force measuring method for circular-end-shaped tenon and mortise of shield tunnel segment
CN207488065U (en) A kind of quick modulus of elasticity of concrete analyzer of installation
CN207263543U (en) One kind positions convenient modulus of elasticity of concrete analyzer
CN109470565B (en) Method for testing dynamic Poisson's ratio of asphalt mixture
CN207133133U (en) One kind detects efficiently modulus of elasticity of concrete analyzer
US11131591B2 (en) FBG sensor-based bolt fastening joint surface pressure detection method
CN109458976A (en) A kind of device and its measuring method of the strain of measurement inside concrete
CN208269817U (en) The convergence monitoring device of support construction
CN109100497A (en) A kind of test method of Dry Shrinkage of Cement Mortar
CN104567655B (en) Dynamic angular displacement measuring device and method
Duncan Test methods for determining hyperelastic properties of flexible adhesives.
CN209857944U (en) High-precision thickness gauge for thin film
CN207133134U (en) A kind of modulus of elasticity of concrete analyzer
CN207703862U (en) A kind of Mortar shrinkage test stand

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180420