CN110146593A - A kind of method of batch detection grout sleeve compactness - Google Patents
A kind of method of batch detection grout sleeve compactness Download PDFInfo
- Publication number
- CN110146593A CN110146593A CN201910546877.3A CN201910546877A CN110146593A CN 110146593 A CN110146593 A CN 110146593A CN 201910546877 A CN201910546877 A CN 201910546877A CN 110146593 A CN110146593 A CN 110146593A
- Authority
- CN
- China
- Prior art keywords
- grout sleeve
- grout
- detected
- sleeve
- detection
- 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.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N23/00—Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00
- G01N23/02—Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by transmitting the radiation through the material
- G01N23/04—Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by transmitting the radiation through the material and forming images of the material
- G01N23/046—Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by transmitting the radiation through the material and forming images of the material using tomography, e.g. computed tomography [CT]
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/02—Analysing fluids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/024—Mixtures
- G01N2291/02416—Solids in liquids
Abstract
The invention discloses a kind of methods of batch detection grout sleeve compactness, the box counting dimension that each grout sleeve exciting feeds back waveform is calculated by MATLAB, then pass through the analysis of box counting dimension, detection sequence is carried out to each grout sleeve, finally grout sleeve is detected one by one according still further to sequence, until continuously detecting three qualified grout sleeves;Batch grout sleeve compactness is detected by this detection method, staff is just not necessarily to finely detect whole grout sleeves, to greatly improve the detection efficiency of testing staff, operating time of the staff in the case where there is radiation environment is finally effectively reduced;And testing result compared with other detection methods more have convincingness, more precisely, it is reliable.
Description
Technical field
The present invention relates to assembled architecture fields, and in particular to a kind of method of batch detection grout sleeve compactness.
Background technique
Term is explained:
Box counting dimension: assuming that vibration wave signal s ∈ F, F that grout sleeve excited vibration generates are n dimension theorem in Euclid space RnAbove
Closed set.By RnIt is divided into the square grid that width as small as possible is δ, if NδBe mesh width be δ it is discrete
Spatially covering F gathers least the number of grids, we are by vibration wave s box counting dimension is defined as:
With the fast development of China's economy and urbanization, building industrialization process is also being accelerated, the cast-in-place building skill of tradition
Art has been unable to meet and sends out in building trade since resource distribution is unreasonable, mechanization of building operation degree is low, construction operation environment is poor
Exhibition demand.Assembled architecture quick, energy conservation and environmental protection, the guaranteed standard of quality as a kind of high construction efficiency developed in recent years
Change green building form, receives the attention of building trade, and obtained countries and regions building trade relevant ministries and commissions energetically
It supports to promote.
The shock resistance and integrality of assembled architecture are to restrict the important factor in order of its development, to improve assembled architecture
Shock resistance and integrality, must ensure that there is reliable connection between assembled architecture component.Common assembled architecture connection
Mode mainly realizes by using grout sleeve and connects that the integrality of assembled architecture is effectively guaranteed in the connection type,
Therefore the shock resistance for also having correspondingly improved assembled architecture, is widely used in room and builds fabricated shear wall, bridge assembled box beam
And in the building structure such as Bridge Pier.
Grout sleeve is mainly made of connection reinforcing bar with sleeve.Currently, the detection of conventional grout sleeve compaction rate
Method is to grout sleeve joint test piece using simple tension, high stress tensile compression test, large deformation tensile compression test etc. repeatedly repeatedly
Method;On lossless detection method, a system such as supercritical ultrasonics technology, Impact echo, infrared thermography and X-ray industry CT method
Column method, although the information of grout sleeve compaction rate can be accessed to a certain extent;But these methods are to batch
It is not only time-consuming and laborious when grout sleeve is detected, and the testing equipment of these methods all excessively bulky complex mostly, detection
Instrument cost is high, at the same there are also Part Methods there is also ray radiation and environmental pollutions the problems such as, if staff's long-time
To in such a case, can largely cause harm to the human body;Therefore there presently does not exist one kind can efficiently in batches
Detect the detection method of grout sleeve compactness.
Summary of the invention
For overcome the deficiencies in the prior art, the present invention provides a kind of method of batch detection grout sleeve compactness,
To improve the efficiency of batch detection grout sleeve compactness.
The technical solution adopted by the present invention to solve the technical problems is: a kind of side of batch detection grout sleeve compactness
Method, including grout sleeve, the upper and lower ends of the grout sleeve are embedded with reinforcing bar respectively, and the reinforcing bar of the upper and lower ends passes through grouting
The concrete of sleeve inner is fixed;The grout sleeve is equipped with grout outlet and grouting mouth;
The method of the batch grout sleeve compactness inspection is carried out as follows:
Step 1, vibrating sensor is set in the grouting mouth of grout sleeve to be detected, and the vibrating sensor connects data
Acquire equipment;The data acquisition equipment connects computer;
Step 2, log-on data acquisition equipment, vibrating sensor and computer, and make the pulp of grout sleeve to be detected
Mouth generates exciting wave, then acquires the feedback waveform of grout sleeve to be detected;
Step 3, step 1 and step 2 are repeated, remaining grout sleeve is detected;
Step 4, calculate the box counting dimension of each grout sleeve feedback waveform with MATLAB software, and round off retain to
Then one decimal place calculates the box counting dimension average value of each grout sleeve feedback waveform again;
Step 5, the box counting dimension of each grout sleeve feedback waveform is individually subtracted with the box counting dimension average value in step 4, so
Absolute value processing is done to obtained difference afterwards;Finally the size of root absolute value covers each grouting by sequence from big to small again
Cylinder is ranked up;
Step 6, it to the grout sleeve after sequence is sequenced by step 5, is finely detected one by one in order, described is fine
Detection can be accurately obtained grout sleeve compaction rate;
Step 7, during finely being detected one by one in order to each grout sleeve, if being consecutively detected three
A grout sleeve is closely knit grout sleeve, then stops fine detection, and detected leakiness grout sleeve is this batch
Whole uncompacted grout sleeves, remaining all closely knit grout sleeve in grout sleeve.
As an improvement of the above scheme, described to be finely detected as X-ray industry CT method.
Further, the exciting wave is generated by super mangneto focus, and the super mangneto focus is fixed on the pulp of grout sleeve
Mouthful;The super mangneto focus can produce the waveform of different vibration frequencies, and the waveform is controllable;Or the exciting wave is by exciting
Hammer to grout outlet tapped and generated or.
Further, in step 1, couplant is coated on the contact surface of the vibrating sensor and grout sleeve.
Further, the couplant is butter.
The beneficial effects of the present invention are: calculating the box counting dimension that each grout sleeve exciting feeds back waveform by MATLAB, so
Afterwards by the analysis of box counting dimension, detection sequence is carried out to each grout sleeve, finally according still further to sequence one by one to grout sleeve into
Row detection, until continuously detecting three qualified grout sleeves;By this detection method to batch grout sleeve compactness
It is detected, staff is just not necessarily to finely detect whole grout sleeves, to greatly improve testing staff
Detection efficiency, finally effectively reduce operating time of the staff in the case where there is radiation environment;And testing result is compared with it
His detection method more have convincingness, more precisely, it is reliable.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Overall structure diagram when Fig. 1 is present invention detection.
Specific embodiment
It is carried out below with reference to technical effect of the embodiment and attached drawing to design of the invention, specific structure and generation clear
Chu, complete description, to be completely understood by the purpose of the present invention, scheme and effect.It should be noted that the case where not conflicting
Under, the features in the embodiments and the embodiments of the present application can be combined with each other.
It should be noted that unless otherwise specified, when a certain feature referred to as " fixation ", " connection " are in another feature,
It can directly fix, be connected to another feature, and can also fix, be connected to another feature indirectly.In addition, this
The descriptions such as up, down, left, right, before and after used in invention are only relative to the mutual of each component part of the invention in attached drawing
For positional relationship.
In addition, unless otherwise defined, the technology of all technical and scientific terms used herein and the art
The normally understood meaning of personnel is identical.Term used in the description is intended merely to description specific embodiment herein, without
It is to limit the present invention.Term as used herein "and/or" includes the arbitrary of one or more relevant listed items
Combination.
As shown in Figure 1, a kind of method of batch detection grout sleeve compactness of the present invention, including grout sleeve, institute
The upper and lower ends for stating grout sleeve are embedded with reinforcing bar 2 respectively, and the reinforcing bar 2 of the upper and lower ends passes through the concrete inside grout sleeve
It is fixed;The grout sleeve is equipped with grout outlet 11 and grouting mouth 12;
The method of the batch grout sleeve compactness inspection is carried out as follows:
Step 1, vibrating sensor 3 is set in the grouting mouth 12 of grout sleeve to be detected, and the vibrating sensor 3 connects
Data acquisition equipment 4;The data acquisition equipment 4 connects computer 5;
Step 2, log-on data acquisition equipment 4, vibrating sensor 3 and computer 5, and make going out for grout sleeve to be detected
It starches mouth 11 and generates exciting wave, then acquire the feedback waveform of grout sleeve to be detected;
Step 3, step 1 and step 2 are repeated, remaining grout sleeve is detected;
Step 4, calculate the box counting dimension of each grout sleeve feedback waveform with MATLAB software, and round off retain to
Then one decimal place calculates the box counting dimension average value of each grout sleeve feedback waveform again;
Step 5, the box counting dimension of each grout sleeve feedback waveform is individually subtracted with the box counting dimension average value in step 4, so
Absolute value processing is done to obtained difference afterwards;Finally the size of root absolute value covers each grouting by sequence from big to small again
Cylinder is ranked up;
Step 6, it to the grout sleeve after sequence is sequenced by step 5, is finely detected one by one in order, described is fine
Detection can be accurately obtained grout sleeve compaction rate;
Step 7, during finely being detected one by one in order to each grout sleeve, if being consecutively detected three
A grout sleeve is closely knit grout sleeve, then stops fine detection, and detected leakiness grout sleeve is this batch
Whole uncompacted grout sleeves, remaining all closely knit grout sleeve in grout sleeve.
The box counting dimension that each grout sleeve exciting feeds back waveform is calculated by MATLAB, then by the analysis of box counting dimension,
Detection sequence is carried out to each grout sleeve, finally grout sleeve is detected one by one according still further to sequence, until continuous detection
Three qualified grout sleeves out;Batch grout sleeve compactness is detected by this detection method, staff is just
Without all finely being detected to whole grout sleeves, so that the detection efficiency of testing staff is greatly improved, it is final effective
Reduce operating time of the staff in the case where there is radiation environment;And testing result more has compared with other detection methods
Convincingness, more precisely, it is reliable.
According to the actual situation, it is preferred that described to be finely detected as X-ray in order to guarantee the accuracy finely detected
Industry CT method.Meanwhile detecting for convenience, the exciting wave is tapped by exciting 6 pairs of grout outlets 11 of hammer and is generated.However root
According to actual conditions, in order to make the exciting wave in step 2 as all keep similar as possible in each detection, to improve detection accuracy,
Preferably, the exciting wave is generated by super mangneto focus, and the super mangneto focus is fixed on the grout outlet 11 of grout sleeve;It is described
Super mangneto focus can produce the waveform of different vibration frequencies, and the waveform is controllable.In addition, also for accumulation signal is allow more
Good transmission is coated on the vibrating sensor 3 and the contact surface of grout sleeve and couples when carrying out the operation of step 1
Agent.According to the actual situation, couplant can be butter and toothpaste etc., in the present invention, it is preferred to, the couplant is Huang
Oil.
Above embodiment is an example of the present invention, is not intended to limit the implementation and interest field of invention, all
Equivalence changes and modification that content described in patent protection range is made according to the present invention, should all be included in the present patent application
In the scope of the patents.
Claims (5)
1. a kind of method of batch detection grout sleeve compactness, including grout sleeve, the upper and lower ends point of the grout sleeve
Not Qian You reinforcing bar (2), the reinforcing bar (2) of the upper and lower ends fixed by the concrete inside grout sleeve;The grout sleeve
It is equipped with grout outlet (11) and grouting mouth (12);
The method of the batch grout sleeve compactness inspection is carried out as follows:
Step 1, vibrating sensor (3) are set in the grouting mouth (12) of grout sleeve to be detected, and the vibrating sensor (3) is even
Connect data acquisition equipment (4);The data acquisition equipment (4) connects computer (5);
Step 2, log-on data acquisition equipment (4), vibrating sensor (3) and computer (5), and make grout sleeve to be detected
Grout outlet (11) generates exciting wave, then acquires the feedback waveform of grout sleeve to be detected;
Step 3, step 1 and step 2 are repeated, remaining grout sleeve is detected;
Step 4, the box counting dimension of each grout sleeve feedback waveform is calculated with MATLAB software, and round off retains to decimal
Then the latter position of point calculates the box counting dimension average value of each grout sleeve feedback waveform again;
Step 5, the box counting dimension of each grout sleeve feedback waveform is individually subtracted with the box counting dimension average value in step 4, it is then right
Obtained difference does absolute value processing;Finally again root absolute value size by from big to small sequence to each grout sleeve into
Row sequence;
Step 6, it to the grout sleeve after sequence is sequenced by step 5, is finely detected one by one in order, the fine detection
Grout sleeve compaction rate can be accurately obtained;
Step 7, during finely being detected one by one in order to each grout sleeve, if being consecutively detected three fillings
Slurry sleeve is closely knit grout sleeve, then stops fine detection, and detected leakiness grout sleeve is this batch of grouting
Whole uncompacted grout sleeves, remaining all closely knit grout sleeve in sleeve.
2. a kind of method of batch detection grout sleeve compactness according to claim 1, it is characterised in that: described fine
It is detected as X-ray industry CT method.
3. a kind of method of batch detection grout sleeve compactness according to claim 1, it is characterised in that: the exciting
Wave is generated by super mangneto focus, and the super mangneto focus is fixed on the grout outlet (11) of grout sleeve;The super mangneto focus can
The waveform of different vibration frequencies is generated, and the waveform is controllable;Or the exciting wave by exciting hammer (6) to grout outlet (11) into
Row tap and generate or.
4. a kind of method of batch detection grout sleeve compactness according to claim 1, it is characterised in that: in step 1,
Couplant is coated on the contact surface of the vibrating sensor (3) and grout sleeve.
5. a kind of method of batch detection grout sleeve compactness according to claim 1, it is characterised in that: the coupling
Agent is butter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910546877.3A CN110146593B (en) | 2019-06-24 | 2019-06-24 | Method for detecting compactness of grouting sleeves in batches |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910546877.3A CN110146593B (en) | 2019-06-24 | 2019-06-24 | Method for detecting compactness of grouting sleeves in batches |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110146593A true CN110146593A (en) | 2019-08-20 |
CN110146593B CN110146593B (en) | 2022-12-02 |
Family
ID=67596216
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910546877.3A Active CN110146593B (en) | 2019-06-24 | 2019-06-24 | Method for detecting compactness of grouting sleeves in batches |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110146593B (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111443131A (en) * | 2020-04-26 | 2020-07-24 | 广州市市政工程试验检测有限公司 | Method for detecting grouting compactness of steel bar sleeve |
CN113219056A (en) * | 2021-05-06 | 2021-08-06 | 昆山匹希通检测科技有限公司 | Ultrasonic detection method for grouting fullness of prefabricated concrete structure sleeve |
CN113406197A (en) * | 2021-03-26 | 2021-09-17 | 广州市市政工程试验检测有限公司 | Intelligent detection method for grouting compactness of sleeve |
CN113899819A (en) * | 2021-10-29 | 2022-01-07 | 福建工程学院 | Device, system and method for measuring grouting compactness of prestressed duct |
CN114018800A (en) * | 2021-10-29 | 2022-02-08 | 福建工程学院 | Device and method for measuring grouting compactness of prestressed duct |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106596298A (en) * | 2015-11-10 | 2017-04-26 | 安徽建筑大学 | Sleeve grouting compactness detection device and detection method |
CN108801345A (en) * | 2018-06-04 | 2018-11-13 | 广东省建筑科学研究院集团股份有限公司 | The tandem sleeve grouting detection structures and methods of vertical prefabricated components |
CN109085235A (en) * | 2018-08-27 | 2018-12-25 | 北京市康科瑞工程检测技术有限责任公司 | A kind of ultrasonic comprehensive factor figure recognition detection method of sleeve grouting plumpness |
-
2019
- 2019-06-24 CN CN201910546877.3A patent/CN110146593B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106596298A (en) * | 2015-11-10 | 2017-04-26 | 安徽建筑大学 | Sleeve grouting compactness detection device and detection method |
CN108801345A (en) * | 2018-06-04 | 2018-11-13 | 广东省建筑科学研究院集团股份有限公司 | The tandem sleeve grouting detection structures and methods of vertical prefabricated components |
CN109085235A (en) * | 2018-08-27 | 2018-12-25 | 北京市康科瑞工程检测技术有限责任公司 | A kind of ultrasonic comprehensive factor figure recognition detection method of sleeve grouting plumpness |
Non-Patent Citations (1)
Title |
---|
李张明: "锚杆锚固质量无损检测理论与智能诊断技术研究", 《中国优秀博硕士学位论文全文数据库(博士) 工程科技II辑》 * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111443131A (en) * | 2020-04-26 | 2020-07-24 | 广州市市政工程试验检测有限公司 | Method for detecting grouting compactness of steel bar sleeve |
CN111443131B (en) * | 2020-04-26 | 2022-11-18 | 广州市市政工程试验检测有限公司 | Method for detecting grouting compactness of steel bar sleeve |
CN113406197A (en) * | 2021-03-26 | 2021-09-17 | 广州市市政工程试验检测有限公司 | Intelligent detection method for grouting compactness of sleeve |
CN113219056A (en) * | 2021-05-06 | 2021-08-06 | 昆山匹希通检测科技有限公司 | Ultrasonic detection method for grouting fullness of prefabricated concrete structure sleeve |
CN113899819A (en) * | 2021-10-29 | 2022-01-07 | 福建工程学院 | Device, system and method for measuring grouting compactness of prestressed duct |
CN114018800A (en) * | 2021-10-29 | 2022-02-08 | 福建工程学院 | Device and method for measuring grouting compactness of prestressed duct |
CN114018800B (en) * | 2021-10-29 | 2023-06-30 | 福建工程学院 | Device and method for measuring grouting compactness of prestressed duct |
Also Published As
Publication number | Publication date |
---|---|
CN110146593B (en) | 2022-12-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110146593A (en) | A kind of method of batch detection grout sleeve compactness | |
CN104458895A (en) | Three-dimensional pipeline leakage flux imaging detection method and system | |
Ni et al. | In-construction vibration monitoring of a super-tall structure using a long-range wireless sensing system | |
Palermo et al. | An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data | |
CN108226230A (en) | A kind of reinforced bar sleeve grouting material compactness defect inspection method based on Piezoelectric Impedance effect | |
Suchocki et al. | An example of harnessing Terrestrial Laser Scanner for remote sensing of saturation of chosen building materials | |
CN105806572B (en) | A kind of single-layer latticed shell Semi-rigid measuring method | |
JP2004093579A (en) | Diagnostic method and diagnostic system of structure by jogging observation | |
Yuan et al. | Accuracy of interpretation methods for deriving p–y curves from model pile tests in layered soils | |
Zhao et al. | Fractal characteristics and acoustic emission b-value of cement superfine tailings backfill with initial defect consideration | |
CN111912867B (en) | Grouting metal sleeve compactness detection device and method based on electromagnetic wave time domain reflection | |
CN210465310U (en) | Grouting metal sleeve compactness detection device based on electromagnetic wave time domain reflection | |
Liu et al. | Investigation of wave propagation path and damage source 3D localization in parallel steel wire bundle | |
CN111443131A (en) | Method for detecting grouting compactness of steel bar sleeve | |
CN106226391B (en) | Prestressed duct grouting quality detection sensor | |
CN209264636U (en) | A kind of sleeve Grouted density three-dimensional visualization detection device | |
CN109033667B (en) | A kind of geometrical model high frequency kinetic characteristics predicting method based on affine arithmetic and perturbation method | |
Yi et al. | Automatic X-ray inspection for the HTR-PM spherical fuel elements | |
Yu et al. | Detection of Sleeve Grouting Compactness Based on Acoustic Emission Technology | |
Chen et al. | The Influence of Multi-Size Basalt Fiber on Cemented Paste Backfill Mechanical Properties and Meso-Structure Characteristics | |
CN114018800B (en) | Device and method for measuring grouting compactness of prestressed duct | |
JP4709631B2 (en) | Liquefaction strength curve estimation device and liquefaction strength curve estimation program | |
Li et al. | A study on image-processing based identification of aspect ratio of coarse aggregate | |
Concu et al. | Measurement system for non-destructive testing using ultrasonic tomography spectral attenuation | |
CN108693200A (en) | A kind of quantitatively characterizing method that lossless tracking cement paste is destroyed by sulfate attack |
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 | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20210910 Address after: 510030 room 113, room 80, No. 733, Dongfeng East Road, Yuexiu District, Guangzhou, Guangdong Applicant after: GUANGZHOU MUNICIPAL ENGINEERING TESTING Co.,Ltd. Applicant after: GUANGZHOU CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 510520 first floor, building B, yulongju, 1111 Tianyuan Road, Tianhe District, Guangzhou City, Guangdong Province Applicant before: GUANGZHOU MUNICIPAL ENGINEERING TESTING Co.,Ltd. |
|
TA01 | Transfer of patent application right | ||
GR01 | Patent grant | ||
GR01 | Patent grant |