CN211368817U - Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure - Google Patents

Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure Download PDF

Info

Publication number
CN211368817U
CN211368817U CN201922240669.9U CN201922240669U CN211368817U CN 211368817 U CN211368817 U CN 211368817U CN 201922240669 U CN201922240669 U CN 201922240669U CN 211368817 U CN211368817 U CN 211368817U
Authority
CN
China
Prior art keywords
elastic wave
detection
hidden danger
envelope
foundation ditch
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.)
Active
Application number
CN201922240669.9U
Other languages
Chinese (zh)
Inventor
张威
王水强
胡绕
王胜昌
蔡彩君
陆礼训
吴锋
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.)
Shanghai Survey Design And Research Institute Group Co ltd
Original Assignee
SGIDI Engineering Consulting Group 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 SGIDI Engineering Consulting Group Co Ltd filed Critical SGIDI Engineering Consulting Group Co Ltd
Priority to CN201922240669.9U priority Critical patent/CN211368817U/en
Application granted granted Critical
Publication of CN211368817U publication Critical patent/CN211368817U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)

Abstract

The utility model discloses an elastic wave chromatography imaging system for detecting foundation ditch envelope seepage hidden danger relates to foundation ditch envelope, be in with setting up respectively including signal receiving and dispatching controlgear two detection holes of target detection area both sides in the foundation ditch envelope, two in the detection hole, one of them be equipped with elastic wave generator, another in the detection hole be equipped with the sensor cluster, elastic wave generator with the sensor cluster respectively with signal receiving and dispatching controlgear connects. The utility model has the advantages that: the elastic wave tomography system realizes the detection of the hidden danger of the building envelope in a larger range by means of an elastic wave generator with stronger energy and a multi-sensor receiving and speed inversion algorithm, can reduce the number of detection holes, can effectively suppress the interference of reinforcing steel bars and concrete aggregates, and simultaneously realizes the fine detection of the hidden danger of the building envelope by dense detection circuit coverage.

Description

Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure
Technical Field
The utility model relates to a foundation ditch retaining structure quality testing technical field, concretely relates to elastic wave chromatography imaging system for detecting foundation ditch retaining structure seepage hidden danger.
Background
In the process of foundation pit enclosure construction, due to the influence of various uncontrollable factors, the constructed enclosure structure may have structural abnormalities such as mud clamping, cavities, bifurcations and the like, and the abnormalities can become a main hidden danger of leakage in the process of foundation pit excavation, and if the abnormalities are not found out and repaired in advance, serious leakage may be formed in the process of foundation pit excavation, so that huge loss is caused. Therefore, it is important to detect the structural abnormalities in advance before excavation of the foundation pit, and the foundation pit enclosure structure is deeply buried in the soil body, so that the structural abnormalities are difficult to find. The wide range of fine detection means technology is in the technical blank.
Disclosure of Invention
The utility model aims at providing an elastic wave chromatography imaging system for detecting foundation ditch envelope seepage hidden danger according to the weak point of above-mentioned prior art, the sensor cluster that comprises elastic wave generator and a plurality of elastic wave receiving transducer and the signal receiving and dispatching controlgear who is connected with elastic wave generator and sensor cluster constitute detecting system to utilize special inversion algorithm to calculate the regional speed profile of target and judge the accurate position of envelope seepage hidden danger according to the speed profile.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
the utility model provides an elastic wave chromatography imaging system for detecting foundation ditch envelope seepage hidden danger, relates to foundation ditch envelope, its characterized in that: elastic wave chromatography imaging system includes signal receiving and dispatching controlgear and sets up respectively two detection holes of target detection area both sides in the foundation ditch envelope, two among the detection hole, one of them detection hole is equipped with elastic wave generator, another be equipped with the sensor cluster in the detection hole, elastic wave generator with the sensor cluster respectively with signal receiving and dispatching controlgear connects.
The sensor string comprises a plurality of elastic wave receiving sensors connected in series.
The depth of the detection hole is larger than that of the target detection area.
The utility model has the advantages that: this elastic wave chromatography imaging system, with the help of the elastic wave generator that the energy is stronger and sensor cluster and speed inversion algorithm realize that envelope hidden danger in wider scope detects, both reducible gauge hole's quantity, again can effectual suppression reinforcing bar and the interference of concrete aggregate, cover through intensive detection circuit simultaneously, realize the meticulous detection to envelope hidden danger, compare ultrasonic detection and to envelope's pore-forming damage still less, the cost is lower, the suitability is stronger.
Drawings
FIG. 1 is a schematic view of the arrangement of probe holes in the present invention;
FIG. 2 is a schematic diagram of the elastic wave generation and reception detection process of the present invention;
fig. 3 is a velocity profile between the detection holes according to the inversion of travel data in the present invention.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example with reference to the accompanying drawings, for the understanding of those skilled in the art:
referring to fig. 1-3, the labels 1-6 in the figures are: the device comprises an envelope structure 1, a detection hole 2, an elastic wave generator 3, a sensor string 4, a signal receiving and transmitting control device 5 and hidden dangers 6.
Example (b): as shown in fig. 1 and 2, the embodiment specifically relates to an elastic wave tomography system for detecting leakage hidden danger of a foundation pit enclosure, and relates to a foundation pit enclosure 1, wherein detection holes 2 are respectively arranged on two sides of a target detection area in the enclosure 1, an elastic wave generator 3 and a sensor string 4 containing a plurality of elastic wave receiving sensors are respectively arranged in the two detection holes 2, elastic wave transmission of the enclosure 1 between the two detection holes 2 is realized by receiving and transmitting elastic waves at different depths, the travel time of each receiving and transmitting is recorded by a signal receiving and transmitting control device 5, finally, a speed profile of the enclosure 1 is obtained according to an inversion algorithm, and the structural hidden danger 6 is judged according to the speed difference.
The target detection area, that is, the area including the position of the suspected potential hazard 6 in the enclosure 1, is described. And the sensor string 4 includes a plurality of elastic wave receiving sensors connected in series.
As shown in fig. 1 to 3, the elastic wave tomography system in this embodiment specifically includes the following steps in operation:
(1) in the embodiment, the detection object is a hidden danger 6 inside the enclosure structure 1, two sides of the hidden danger 6 are respectively drilled with a detection hole 2, and the depth of the detection hole 2 is ensured to be larger than that of the hidden danger 6;
(2) respectively placing an elastic wave generator 3 and a sensor string 4 into the two detection holes 2, and simultaneously connecting the elastic wave generator 3 and the sensor string 4 to a signal transceiving control device 5;
(3) keeping the position of the sensor string 8 still, sequentially moving the elastic wave generator 3 to different depths according to a certain depth interval, carrying out the elastic wave generation, transmission and receiving processes once when moving a new position, and storing the elastic wave signals received by the sensor string 4 by the signal transceiving control device 5;
(4) extracting the collected and stored travel time from the elastic wave generator 3 to the elastic wave receiving sensor by adopting special software, and calculating a speed profile between the two detection holes 2 by utilizing an inversion algorithm;
(5) and judging the position of the hidden danger 6 of the enclosure structure 1 according to the abnormal speed position on the speed profile, and determining the situation of the hidden danger 6.

Claims (3)

1. The utility model provides an elastic wave chromatography imaging system for detecting foundation ditch envelope seepage hidden danger, relates to foundation ditch envelope, its characterized in that: elastic wave chromatography imaging system includes signal receiving and dispatching controlgear and sets up respectively two detection holes of target detection area both sides in the foundation ditch envelope, two among the detection hole, one of them detection hole is equipped with elastic wave generator, another be equipped with the sensor cluster in the detection hole, elastic wave generator with the sensor cluster respectively with signal receiving and dispatching controlgear connects.
2. The elastic wave tomography system for detecting the potential leakage hazard of the foundation pit enclosure structure as claimed in claim 1, wherein: the sensor string comprises a plurality of elastic wave receiving sensors connected in series.
3. The elastic wave tomography system for detecting the potential leakage hazard of the foundation pit enclosure structure as claimed in claim 1, wherein: the depth of the detection hole is larger than that of the target detection area.
CN201922240669.9U 2019-12-14 2019-12-14 Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure Active CN211368817U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922240669.9U CN211368817U (en) 2019-12-14 2019-12-14 Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922240669.9U CN211368817U (en) 2019-12-14 2019-12-14 Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure

Publications (1)

Publication Number Publication Date
CN211368817U true CN211368817U (en) 2020-08-28

Family

ID=72154969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922240669.9U Active CN211368817U (en) 2019-12-14 2019-12-14 Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure

Country Status (1)

Country Link
CN (1) CN211368817U (en)

Similar Documents

Publication Publication Date Title
CN103790594B (en) A kind of shield construction detection and processing method in boulder hole, front
CN203100704U (en) Pressed pile shape and pile length ultrasonic detection device
CN109239768B (en) Method for testing loosening ring and damage degree of blasting surrounding rock
CN102087360B (en) System for observing local scour of pier
CN101699296B (en) Method for measuring flow rate of debris flow
CN103088849B (en) A kind of servicing bridges foundation pile stress wave echo lossless detection method
CN201177585Y (en) Pile foundation high strain detection device
CN103255785A (en) Technology for performing foundation pile quality detection and geology survey by adopting single tube longitudinal wave method
CN108415066B (en) Tunnel construction geological disaster forecasting method
CN105239609B (en) Underground continuous wall leakage detection method
CN103941295A (en) Pavement bearing capacity detection device
CN108132263A (en) Across the hole radar detection device of diaphram wall internal flaw and method
CN101929167A (en) Ultrasonic side-hole detection method for detecting pile length
CN102296644A (en) Vibration safety monitoring system and monitoring method for brace blasting demolition in foundation pit
CN106199594A (en) The forward direction array radar forward probe system and method being equipped on TBM cutterhead
CN112857698B (en) Method for detecting wall leakage based on surface acoustic waves
CN110376643B (en) Micro-seismic effect data processing method for jet grouting pile diameter detection
CN106371137A (en) Shallow abnormal body seismic detection device and the three-dimensional observation method thereof
CN211368817U (en) Elastic wave tomography system for detecting leakage hidden danger of foundation pit support structure
KR101872695B1 (en) Device and method for predicting location of structural damage
JPH10318996A (en) Method and equipment for measuring range of slack or crack in ground, bed rock, concrete structure, and the like
CN105548362A (en) Acoustic reflection device and method for detecting pile hole base geological flaws
CN109469114A (en) A kind of method for the existing foundation pile integrity of low strain integrity testing that can eliminate superstructure influence
CN111158050B (en) Data acquisition system and method and tunnel seismic wave advanced prediction method
CN104776818A (en) Ultrasonic measurement instrument for pile bottom sediment thickness

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address

Address after: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd.

Address before: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Patentee before: SGIDI ENGINEERING CONSULTING (Group) Co.,Ltd.

CP03 Change of name, title or address