CN101551380A - Method for estimating concrete strength of thin-walled structure by using small core sample strength - Google Patents

Method for estimating concrete strength of thin-walled structure by using small core sample strength Download PDF

Info

Publication number
CN101551380A
CN101551380A CNA2009100265497A CN200910026549A CN101551380A CN 101551380 A CN101551380 A CN 101551380A CN A2009100265497 A CNA2009100265497 A CN A2009100265497A CN 200910026549 A CN200910026549 A CN 200910026549A CN 101551380 A CN101551380 A CN 101551380A
Authority
CN
China
Prior art keywords
concrete
thin
strength
core sample
walled structure
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
CNA2009100265497A
Other languages
Chinese (zh)
Inventor
刘辉
刘梦溪
韩成标
周国庆
解恒参
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.)
XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY
Original Assignee
XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY
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 XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY filed Critical XUZHOU INSTITUTE OF ARCHITECTURAL TECHNOLOGY
Priority to CNA2009100265497A priority Critical patent/CN101551380A/en
Publication of CN101551380A publication Critical patent/CN101551380A/en
Pending legal-status Critical Current

Links

Abstract

The invention discloses a method for estimating the concrete strength of the thin-walled structure by using the small core sample strength, which belongs to the concrete strength detection of construction projects. The main technical proposal is as follows: a core sample with the diameter of 48mm is drilled from the concrete entity of the thin-walled structure through the cutting and polishing, the compressive strength test is conducted by using an universal material testing machine to obtain a concrete compressive strength value of the small core sample, and the concrete strength of the thin-walled structure is deduced by a correction factor formula. The invention has the advantages of small error and high accuracy, can be applied to the quality control in the construction projects under construction, and the assessment and identification of justice in the existing building and the construction after the disaster.

Description

Method with small core sample estimating concrete strength of thin-walled structure intensity
Technical field
The invention belongs to the construction work concrete strength and detect, be specifically related to a kind of method with small core sample estimating concrete strength of thin-walled structure intensity.
Background technology
Concrete strength is the basic foundation of evaluation construction engineering quality.Under normal circumstances, xoncrete structure should be by the requirement of " reinforced concrete construction and acceptance specification ", make cube standard curing test block and carry out the evaluation and the examination of concrete strength, but when running into some special circumstances (to the test result of test block compressive strength when with suspicion, because of material, construction or maintenance are bad and when the concrete quality problem takes place, concrete suffers freeze injury, fire, in the time of need detecting in the building structure used for many years or the buildings concrete strength during chemical erosion or other infringement), will directly carry out quality testing and evaluation to member itself, wherein a kind of half lossless detection method---core drilling method (drill through concrete core sample and detect its intensity) is generally believed it is a kind of directly perceived, method reliable and that accurately the intensity of concrete component is evaluated.
The method with core strength of structural concrete intensity of " core drilling method detects concrete strength technical regulation " regulation, its main points are that the requirement core diameter is not less than 70mm.But in the practice of using unbearable method mensuration concrete strength, often following problems may be encountered: along with proportion high-rise, high-rise building is increasing.People are more and more higher to the requirement of the degree of safety of structure and antidetonation, make that all the reinforced component rate is increasing, and bar spacing is more and more littler.As the spacing of longitudinal stress reinforcing bar in beams of concrete, the post and encrypted area stirrup have below 70mm.According to " core drilling method detect concrete strength technical regulation ", in core, be difficult to avoid not getting reinforcing bar, and reinforcing bar is a still unsolved challenge to the influence of core compressive strength, therefore, has greatly influenced core drilling method accuracy of detection and confidence level; In addition, in detection, send out the concrete thickness of slab existing less than 70mm, and the core that " core drilling method detect concrete strength technical regulation " adopts diameter to take out less than the drill bit of 70mm thickness less than the thin-wall member of 70mm is evaluated its concrete strength and is not done regulation, causes in the actual mass testing the difficulty of thickness less than the thin-wall member strength assessment of 70mm.
Summary of the invention
The present invention is directed to the deficiency of " core drilling method detects concrete strength technical regulation ", a kind of method with 48mm small core sample estimating concrete strength of thin-walled structure intensity is provided; This method is specially adapted to Jiangsu Province's Xuzhou Area, drills through diameter 48mm, and 1: 1 small core sample of ratio of height to diameter is inferred the method for thin-wall construction concrete strength.
Concrete technical scheme of the present invention is as follows: a kind of method with core estimating concrete strength of thin-walled structure intensity mainly comprises following step:
1) on the thin-wall construction concrete, drills through earlier diameter 48mm core;
2) core is cut, polishes;
3) carry out compressive strength test with universal testing machine, draw the concrete crushing strength value of core test specimen;
4) utilize correction factors formula to infer out the thin-wall construction concrete strength according to the concrete crushing strength value of core test specimen.Inferring the thin-wall construction concrete strength calculates as follows:
f cu,e=1.28f cu,cor
f Cu, cor---the concrete crushing strength value (MPa) of small core sample test specimen
f Cu, e---structural concrete compressive strength presumed value (MPa).
Advantage of the present invention: 1., compare, significantly reduce because of detecting repairing, the reinforcing expense that damage structure or member cause with big core core drilling method because the 48mm core diameter is less.2. the 48mm core utilizes pre-determined correction factors formula to be converted into the concrete standard compression strength value, unite with concrete works design strength and delivery receiving acceptance intensity, promptly all be corresponding 150 * 150 * 150 cube standard compressive strength, thereby have good comparability, be convenient to the quality inspection utilization.3. use that establish concrete strength error of the present invention is little, precision is high, can estimate concrete engineering quality objectively, stop hidden dangers in project.
Embodiment
Further specify method of the present invention and effect below in conjunction with embodiment.
Embodiment
Adopt this method on engineering structure every batch drill through Φ 48mm * 48mm core test specimen and carry out compression test for 3 groups.In different building sites, selected 4 strength grades altogether, 16 structure positions drill through ratio of height to diameter and are 1: 1 48 groups of Φ 48mm cores.Test result sees Table 1.
Table 1 engineering structure concrete is got the core intensity table of comparisons
Figure A20091002654900041
Figure A20091002654900051

Claims (4)

1, a kind of method with small core sample estimating concrete strength of thin-walled structure intensity, it is characterized in that: it may further comprise the steps: the core that drills through diameter 48mm on the thin-wall construction concrete solid, by cutting, polishing, carry out compressive strength test with universal testing machine then, draw the concrete crushing strength value of small core sample test specimen, utilize correction factors formula to infer out the thin-wall construction concrete strength again; Concrete steps are:
1) elder generation's core boring sampling on the thin-wall construction concrete solid;
2) core is cut, polishes;
3) carry out compressive strength test with universal testing machine, draw the concrete crushing strength value of small core sample test specimen;
4) utilize correction factors formula to infer out the thin-wall construction concrete strength according to the concrete crushing strength value of core test specimen;
Inferring the thin-wall construction concrete strength calculates as follows:
f cu,e=1.28 fcu,cor
In the formula: f Cu, cor---the concrete crushing strength value (MPa) of small core sample test specimen
f Cu, e---structural concrete compressive strength presumed value (MPa).
2, the method with small core sample estimating concrete strength of thin-walled structure intensity according to claim 1, it is characterized in that: adopt adamas or the man-made diamond thin drilling bit of internal diameter 48mm during core boring sampling, bit matrix must not have macroscopic crack, scarce limit, Shao Jiao, inclination and hydraucone distortion.
3, the method with small core sample estimating concrete strength of thin-walled structure intensity according to claim 1, it is characterized in that: core is cut, polishes, and being processed into ratio of height to diameter is 1: 1.
4, the method with small core sample estimating concrete strength of thin-walled structure intensity according to claim 1, it is characterized in that: the concrete coarse aggregate of thin-wall construction is 5~20mm, intensity is at 15~60Mpa, natural curing.
CNA2009100265497A 2009-05-01 2009-05-01 Method for estimating concrete strength of thin-walled structure by using small core sample strength Pending CN101551380A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2009100265497A CN101551380A (en) 2009-05-01 2009-05-01 Method for estimating concrete strength of thin-walled structure by using small core sample strength

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2009100265497A CN101551380A (en) 2009-05-01 2009-05-01 Method for estimating concrete strength of thin-walled structure by using small core sample strength

Publications (1)

Publication Number Publication Date
CN101551380A true CN101551380A (en) 2009-10-07

Family

ID=41155737

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2009100265497A Pending CN101551380A (en) 2009-05-01 2009-05-01 Method for estimating concrete strength of thin-walled structure by using small core sample strength

Country Status (1)

Country Link
CN (1) CN101551380A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102175518A (en) * 2011-02-22 2011-09-07 河海大学 Method for testing flexural tensile strength of pavement concrete under complete road surface
CN102279132A (en) * 2011-08-03 2011-12-14 安徽省(水利部淮河水利委员会)水利科学研究院 Method for detecting flexural strength of concrete structure
CN103147388A (en) * 2013-03-01 2013-06-12 青岛宝基利工程技术咨询有限公司 Method for judging occurrence time of transverse crack at bottom of prestressed box girder
CN103616329A (en) * 2013-11-18 2014-03-05 陈振华 Method for probing structure condition and outline size of invisible part of brickwork by deep small-aperture drilling machine
CN103900899A (en) * 2014-03-27 2014-07-02 河南省水利科学研究院 Test tamp and test method for measuring concrete tensile strength by adopting radial splitting method
CN104964874A (en) * 2015-05-26 2015-10-07 宿州学院 Pit sand concrete compressive strength detection method and apparatus thereof
CN105699116A (en) * 2016-01-22 2016-06-22 中国长江三峡集团公司 Concrete dam coring method
CN110726585A (en) * 2019-11-26 2020-01-24 上海市建筑科学研究院有限公司 On-site micro-loss sampling detection method for block strength of masonry structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0114539B2 (en) * 1983-09-08 1989-03-13 Shimizu Construction Co Ltd
JP3067016B2 (en) * 1997-04-18 2000-07-17 恭雄 谷川 Concrete strength estimation method
CN1285508A (en) * 1999-08-23 2001-02-28 北京市城市建设工程研究院 In-situ testing contrete compression strength by micro core sample method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0114539B2 (en) * 1983-09-08 1989-03-13 Shimizu Construction Co Ltd
JP3067016B2 (en) * 1997-04-18 2000-07-17 恭雄 谷川 Concrete strength estimation method
CN1285508A (en) * 1999-08-23 2001-02-28 北京市城市建设工程研究院 In-situ testing contrete compression strength by micro core sample method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
付烨: "小芯样试件推定结构混凝土强度试验研究", 《中国优秀硕士学位论文全文数据库工程科技II辑》 *
洪帆: "钻取小芯样推定结构混凝土强度试验研究", 《水运工程》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102175518A (en) * 2011-02-22 2011-09-07 河海大学 Method for testing flexural tensile strength of pavement concrete under complete road surface
CN102279132A (en) * 2011-08-03 2011-12-14 安徽省(水利部淮河水利委员会)水利科学研究院 Method for detecting flexural strength of concrete structure
CN103147388A (en) * 2013-03-01 2013-06-12 青岛宝基利工程技术咨询有限公司 Method for judging occurrence time of transverse crack at bottom of prestressed box girder
CN103616329A (en) * 2013-11-18 2014-03-05 陈振华 Method for probing structure condition and outline size of invisible part of brickwork by deep small-aperture drilling machine
CN103900899A (en) * 2014-03-27 2014-07-02 河南省水利科学研究院 Test tamp and test method for measuring concrete tensile strength by adopting radial splitting method
CN104964874A (en) * 2015-05-26 2015-10-07 宿州学院 Pit sand concrete compressive strength detection method and apparatus thereof
CN105699116A (en) * 2016-01-22 2016-06-22 中国长江三峡集团公司 Concrete dam coring method
CN105699116B (en) * 2016-01-22 2018-03-27 中国长江三峡集团公司 A kind of concrete dam coring method
CN110726585A (en) * 2019-11-26 2020-01-24 上海市建筑科学研究院有限公司 On-site micro-loss sampling detection method for block strength of masonry structure

Similar Documents

Publication Publication Date Title
CN101551380A (en) Method for estimating concrete strength of thin-walled structure by using small core sample strength
CN101545840A (en) Method for calculating strength of structural concrete by strength of core
CN106769441B (en) Method for detecting solid strength and construction quality of grouting material for grouting connection of steel bar sleeve
CN104807721B (en) Prestressed concrete Cast-in-situ Beam pumping of prostressed duct degree of compaction method for comprehensive detection
Gjorv Durability design and quality assurance of major concrete infrastructure
CN101329239A (en) Detection method of pit sand masonry mortar compression resistance penetration method
Su et al. Mechanical properties assessment of concrete containing reclaimed asphalt pavement using the superpave indirect tensile strength test
CN108535100A (en) A kind of damage quantitative evaluation method of armored concrete test specimen
Savic et al. The effect of wire type on cracking propensity in prestressed concrete prisms
Woyciechowski et al. Self-terminated carbonation model as a useful support for durable concrete structure designing
CN104834771A (en) Method for establishing strength measurement curve of concrete with high-volume mineral admixtures
Giannini et al. Stiffness damage and mechanical testing of core specimens for the evaluation of structures affected by ASR
CN102539234A (en) Judgment method using penetration method to detect strength slurry, stone and mortar
CN104132846B (en) A kind of tubular pile body concrete total cross-section ruggedness test method
Smith Relating concrete cube, core and cylinder compressive strengths that are cast, cured, prepared and tested in laboratory conditions
CN105067517A (en) In-situ presumption method for shearing strength of masonry mortar
Yang et al. Point-load test method for estimation of in situ masonry mortar strength
Liu et al. The application of testing the compressive strength of concrete with drilled core method
CN114739809A (en) Method for detecting concrete compressive strength of thin-wall prefabricated part
CN208076278U (en) A kind of device for making concrete generate uniform tension damage
Imamoto et al. Non-destructive assessment of concrete durability of the National Museum of Western Art in Japan
CN112033842A (en) On-site nondestructive testing method for concrete split tensile strength
Deng et al. Revised Rebound Hammer and Pull-Out Test Strength Curves for Fiber-Reinforced Concrete
Mackechnie et al. Time to cessation of curing for precast concrete using equivalent durability performance
CN104179120B (en) A kind of new-old concrete bonding processing method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20091007