CN107201754B - Acoustic detection device for integrity of fixed underwater pile foundation and use method - Google Patents
Acoustic detection device for integrity of fixed underwater pile foundation and use method Download PDFInfo
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- CN107201754B CN107201754B CN201710382861.4A CN201710382861A CN107201754B CN 107201754 B CN107201754 B CN 107201754B CN 201710382861 A CN201710382861 A CN 201710382861A CN 107201754 B CN107201754 B CN 107201754B
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- pile foundation
- foundation
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- integrity
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Abstract
The invention discloses a fixed type acoustic detection device for the integrity of an underwater pile foundation, which comprises a bearing part, a lifting part and a sound wave exploration instrument, wherein the bearing part is fixed on a pile foundation, the upper end of the lifting part is hinged with the bearing part, the sound wave exploration instrument is arranged at the lower end of the lifting part, and the sound wave exploration instrument is connected with a terminal. The use method of the device is also disclosed. The invention provides a surveying means of the underwater pile foundation, which is not limited to artificial underwater probing, and has the advantages of convenient operation, no influence of turbid water, great reduction of manpower and material resources and the like.
Description
Technical Field
The invention relates to a fixed underwater pile foundation integrity acoustic detection device and a use method thereof, belonging to the technical field of structure detection.
Background
At present, pile foundations are used in many port projects, water transportation projects and bridge projects in China. The pile foundation is the main bearing part of the structure, directly bears the load transmitted by the upper structure, and the quality of the pile foundation is directly related to the durability of the structure and the safety of operation. Therefore, the underwater pile foundation detection has very important significance.
According to investigation, the existing underwater pile foundation detection is still in an experience accumulation stage, and the conventional underwater probing and underwater image pickup method is mostly adopted to carry out special detection on the underwater pile foundation. However, the method has the defects that the requirement on the detection environment is high, and the detection effect by utilizing underwater camera shooting is good in the environment with clear water quality; when the water quality is turbid, detection can only be performed by means of underwater touch detection of divers, the detection speed is low, the detection cost is high, the personal safety threat of the divers is large, and especially in marine environments with ocean currents and waves, such as port engineering, coastal engineering and the like, safety accidents easily occur to the divers. Meanwhile, theoretically, the diving depth of a diver is generally not more than 60m, so that the manual underwater touch detection has great limitation.
Disclosure of Invention
In order to solve the technical problems, the invention provides a fixed underwater pile foundation integrity acoustic detection device and a use method thereof.
In order to achieve the purpose, the invention adopts the technical scheme that:
the utility model provides a fixed underwater pile foundation integrality acoustics detection device, includes bearing part, lift portion and sound wave exploration appearance, and the bearing part is fixed on the pile foundation, and the upper end and the bearing part of lift portion are articulated, and the sound wave exploration appearance sets up the lower extreme at lift portion, sound wave exploration appearance connection terminal.
The bearing part is of an inverted L shape, and the vertical side of the bearing part is fixed with the pile foundation.
The acoustic prospecting instrument is rigidly connected with the lower end of the lifting part.
The lifting part is a shear type lifting arm.
The upper end of the scissor type lifting arm is provided with a handle for controlling the scissor type lifting arm to lift.
Still include the pars contractilis, the pars contractilis is located the below of bearing the weight of the portion to the both ends of pars contractilis are respectively with arm body and the pile foundation of cutting formula lifing arm articulated.
The telescopic part is a telescopic rod.
The use method of the acoustic detection device for the integrity of the fixed underwater pile foundation is characterized by comprising the following steps of: comprises the steps of (a) preparing a mixture of a plurality of raw materials,
1) fixing a bearing part on the side surface of one direction of a pile foundation to be detected;
2) the upper end of the lifting part is hinged with the bearing part, and the acoustic wave exploration instrument is arranged at the lower end of the lifting part;
3) adjusting the lifting part to enable the sound wave exploration instrument to reach a proper height according to the water depth of the pile foundation exploration point;
4) the terminal controls the sound wave exploration instrument to carry out sound wave scanning to generate an underwater image of one direction of the pile foundation;
5) repeating the process of the step 1-4, and scanning underwater images of other directions of the pile foundation;
6) and drawing an actual appearance diagram of the pile foundation according to the underwater image, identifying and judging the integrity of the pile foundation by comparing the actual appearance diagram with design data of the pile foundation, and giving a processing suggestion.
The invention achieves the following beneficial effects: the invention provides a surveying means of the underwater pile foundation, which is not limited to artificial underwater probing, and has the advantages of convenient operation, no influence of turbid water, great reduction of manpower and material resources and the like.
Drawings
FIG. 1 is an overall structural view of the apparatus of the present invention;
FIG. 2 is a diagram showing the overall use of the apparatus of the present invention.
Detailed Description
The invention is further described below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and the protection scope of the present invention is not limited thereby.
As shown in figure 1, the acoustic detection device for the integrity of the fixed underwater pile foundation comprises a bearing part 1, a lifting part 2 and a sound wave exploration instrument 3, wherein the bearing part 1 is fixed on a pile foundation 5, the upper end of the lifting part 2 is hinged to the bearing part 1, the sound wave exploration instrument 3 is rigidly connected to the lower end of the lifting part 2, and the sound wave exploration instrument 3 is connected with a terminal.
Bearing part 1 is for falling L type structure, and the perpendicular side of bearing part 1 is fixed with pile foundation 5, generally adopts inflation screw etc. to anchor, plays the primary function of undertaking vertical load, and the upper end of lift portion 2 can be directly articulated with the tip of the horizontal side of bearing part 1, also can be at a fixed hob/connecting rod of the horizontal side tip of bearing part 1, and the upper end of lift portion 2 is articulated with the front end of hob/connecting rod.
The lifting part 2 can have multiple structures, what adopted here is to cut the formula lifing arm, the upper end of cutting the formula lifing arm is provided with control and cuts the handle 4 that the formula lifing arm goes up and down, it is lighter to cut the formula lifing arm quality, be convenient for operation, removal and installation, because its quality is lighter, consequently rock easily when using, the influence detects, consequently set up the pars contractilis 6 in the below of bearing part 1, the both ends of pars contractilis 6 respectively with cut the arm body and the pile foundation 5 articulated of formula lifing arm, what generally adopted is the telescopic link. Of course, if the lifting unit 2 has a structure with a heavy weight and a high stability, the telescopic rod may not be used.
The using method of the device comprises the following specific processes:
1) the bearing part 1 is fixed on the side surface of one direction of the pile foundation 5 to be detected.
That is, the vertical side of the bearing part 1 is fixed to the lateral side of the pile foundation 5 in one direction by an expansion screw or the like.
2) The upper end of the lifting part 2 is hinged with the bearing part 1, and the acoustic wave exploration instrument 3 is arranged at the lower end of the lifting part 2.
If a shear type lifting arm is adopted, the upper end of the shear type lifting arm is hinged with the bearing part 1, the sound wave exploration instrument 3 is arranged at the lower end of the lifting part 2, and two ends of the telescopic part 6 are respectively hinged with the arm body of the shear type lifting arm and the pile foundation 5. If adopt other quality heavier, the strong structure of stability, then with the upper end of portion 2 and the articulated of portion 1 that bears of lift, the setting of sound wave exploration appearance 3 can in the lower extreme of portion 2 that goes up and down.
3) And adjusting the lifting part 2 to enable the sound wave exploration instrument 3 to be at a proper height according to the depth of water at the exploration point of the pile foundation 5.
Namely, the shear type lifting arm is adjusted by the handle 4 according to the depth of water of an exploration point of the pile foundation 5, so that the sound wave exploration instrument 3 is at a proper height.
4) And the sound wave exploration instrument 3 is controlled by the terminal to carry out sound wave scanning, and an underwater image of the pile foundation 5 in one direction is generated.
5) Repeating the process of the step 1-4, and scanning underwater images of the pile foundation 5 in other directions;
because the bearing part 1 is that the anchor needs to punch in advance, and the installation is more troublesome, consequently for the convenience of the underwater image of other positions of the scanning pile foundation 5 in the back, can all fix bearing part 1 around pile foundation 5, during the later stage scanning, only need dismantle the lift portion 2, the pars contractilis 6 and the sound wave exploration appearance 3 of installing more easily can.
6) And drawing an actual appearance diagram of the pile foundation 5 according to the underwater image, comparing the actual appearance diagram with design data of the pile foundation 5, identifying and judging the integrity of the pile foundation 5, and giving a processing suggestion.
The invention provides a surveying means of the underwater pile foundation 5, which is not limited to artificial underwater probing, and has the advantages of convenient operation, no influence of turbid water, great reduction of manpower and material resources and the like.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides a fixed underwater pile foundation integrality acoustic detection device which characterized in that: the device comprises a bearing part, a lifting part and a sound wave exploration instrument, wherein the bearing part is fixed on a pile foundation, the upper end of the lifting part is hinged with the bearing part, the sound wave exploration instrument is arranged at the lower end of the lifting part, and the sound wave exploration instrument is connected with a terminal;
the lifting part is a shear type lifting arm;
still include the pars contractilis, the pars contractilis is located the below of bearing the weight of the portion to the both ends of pars contractilis are respectively with arm body and the pile foundation of cutting formula lifing arm articulated.
2. The acoustic detection device for the integrity of the foundation of the fixed underwater pile according to claim 1, wherein: the bearing part is of an inverted L shape, and the vertical side of the bearing part is fixed with the pile foundation.
3. The acoustic detection device for the integrity of the foundation of the fixed underwater pile according to claim 1, wherein: the acoustic prospecting instrument is rigidly connected with the lower end of the lifting part.
4. The acoustic detection device for the integrity of the foundation of the fixed underwater pile according to claim 1, wherein: the upper end of the scissor type lifting arm is provided with a handle for controlling the scissor type lifting arm to lift.
5. The acoustic detection device for the integrity of the foundation of the fixed underwater pile according to claim 1, wherein: the telescopic part is a telescopic rod.
6. The use method of the acoustic detection device for the integrity of the foundation of the fixed underwater pile, based on claim 1, is characterized in that: comprises the steps of (a) preparing a mixture of a plurality of raw materials,
1) fixing a bearing part on the side surface of one direction of a pile foundation to be detected;
2) the upper end of the lifting part is hinged with the bearing part, and the acoustic wave exploration instrument is arranged at the lower end of the lifting part;
3) adjusting the lifting part to enable the sound wave exploration instrument to reach a proper height according to the water depth of the pile foundation exploration point;
4) the terminal controls the sound wave exploration instrument to carry out sound wave scanning to generate an underwater image of one direction of the pile foundation;
5) repeating the process of the step 1-4, and scanning underwater images of other directions of the pile foundation;
6) and drawing an actual appearance diagram of the pile foundation according to the underwater image, identifying and judging the integrity of the pile foundation by comparing the actual appearance diagram with design data of the pile foundation, and giving a processing suggestion.
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CN108104178B (en) * | 2017-11-24 | 2019-09-10 | 上海斌瑞检测技术服务有限公司 | For piling bar surface appearance detection system underwater in muddy waters and its detection method |
CN108663029B (en) * | 2018-02-01 | 2021-04-06 | 深圳市建设综合勘察设计院有限公司 | Method for acquiring underwater cylindrical foundation pile information, storage medium and terminal |
CN108872376A (en) * | 2018-04-12 | 2018-11-23 | 河海大学 | A kind of underwater cylinder bridge pier visits the fixation bracket and its application method of damage detecting instrument device |
CN108411955A (en) * | 2018-05-11 | 2018-08-17 | 中设设计集团股份有限公司 | Underwater pile complete appearance detecting system and detection method |
CN110565708A (en) * | 2019-10-11 | 2019-12-13 | 交通运输部公路科学研究所 | Bridge underwater pile foundation detection system |
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CN201224906Y (en) * | 2008-07-10 | 2009-04-22 | 吕欣航 | Elevating water platform |
CN104088442B (en) * | 2014-07-16 | 2016-06-15 | 中国一冶集团有限公司 | Airduct erecting device and method |
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CN203475488U (en) * | 2013-09-03 | 2014-03-12 | 丽水学院 | Novel bridge pier and abutment underwater foundation detection device |
AU2015263855A1 (en) * | 2014-05-23 | 2016-12-08 | Hegel Industrial Solutions Pty Ltd | Data capture device and system |
CN204374415U (en) * | 2014-12-23 | 2015-06-03 | 江苏省洪泽湖水利工程管理处 | For the sonar pick-up unit of facade disease under water seal |
CN204570754U (en) * | 2014-12-26 | 2015-08-19 | 交通运输部公路科学研究所 | The unmanned checkout equipment of a kind of bridge spanning the sea main pier foundation |
CN106052604A (en) * | 2016-05-30 | 2016-10-26 | 北京交通大学 | Device for measurement of local scour depth around bridge pier |
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Effective date of registration: 20230404 Address after: Xikang Road, Gulou District of Nanjing city of Jiangsu Province, No. 1 210024 Patentee after: HOHAI University Patentee after: CRCC HARBOUR & CHANNEL ENGINEERING BUREAU GROUP SURVEY & DESIGN INSTITUTE CO.,LTD. Address before: 211100 No. 8 West Buddha Road, Jiangning District, Jiangsu, Nanjing Patentee before: HOHAI University |
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