CN109594592A - Diaphram wall three-dimensional visible electrolytic bath detection system - Google Patents
Diaphram wall three-dimensional visible electrolytic bath detection system Download PDFInfo
- Publication number
- CN109594592A CN109594592A CN201811375662.1A CN201811375662A CN109594592A CN 109594592 A CN109594592 A CN 109594592A CN 201811375662 A CN201811375662 A CN 201811375662A CN 109594592 A CN109594592 A CN 109594592A
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- China
- Prior art keywords
- data
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- continuous wall
- trench underground
- diaphram wall
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- 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.)
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Classifications
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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 present invention relates to a kind of diaphram wall three-dimensional visible electrolytic bath detection systems, including ultrasonic detector, data cable, data converter, terminal, after the completion of continuous wall trench underground, the ultrasonic detector is moved to the designated position of continuous wall trench underground by pulley gear, ultrasonic wave verticality state-detection is carried out to continuous wall trench underground, and it will test information and data converter terminal be sent to by data cable, after data converter terminal processes, by treated, data-signal is sent to terminal, automated analysis processing is carried out to data-signal by terminal, and form 3 D stereo Visualization Model.The present invention intuitively, efficiently can judge grooving situation, grooving verticality by observing threedimensional model after making continuous wall trench underground, can solve the inconvenience in engineering, greatly improve construction efficiency, reduce construction cost.
Description
Technical field
The present invention relates to a kind of continuous wall trench underground detection system, especially a kind of diaphram wall three-dimensional visible chemical conversion
Slot detection system.
Background technique
Diaphram wall is that in construction projects, had using dedicated groover, under conditions of mud off, is opened in underground
The slot section with certain length, width and depth is dug, steel reinforcement cage, concrete perfusion are placed；Then each slot section is connected, is formed together
Continuous underground reinforced concrete wall.With the rapid development that urban underground space is built, foundation pit project is more and more, not only
Foundation pit area is gradually increased, and excavation of foundation pit depth is also deeper and deeper, and diaphram wall is as a kind of good deep base of comprehensive performance
Pit enclosure structure is widely applied.
The factors such as construction technology, joint form, the ground environment influence of diaphram wall are limited to, are seeped so that wall exists
A possibility that leaking hidden danger increases, and seriously threatens the construction safety of foundation pit.In recent years, as all kinds of Large Foundation Pits in the whole nation build item
Purpose constantly starts, and during excavation of foundation pit, all kinds of accidents are commonplace caused by leaking because of diaphram wall for various regions.
Therefore how to find out that foundation pit enclosure structure whether there is hidden leakage defect before excavation of foundation pit, and take necessity before excavation, have
The reinforcement measure in advance of effect, because of the various risks of ground wall leakage generation when avoiding excavating a, it has also become urgent need solves in industry
Problem.
So for the quality for guaranteeing diaphram wall, the slot section (also referred to as continuous wall trench underground) of underground excavation is answered first
Meet construction engineering quality requirement.Some place provinces and cities have formulated the technology detection regulation of continuous wall trench underground quality, force
Property define testing requirements to continuous wall trench underground quality, currently used method is that the signal of ultrasonic detector receives
The received acoustic signals of device carry out processing analysis, and generate plane diaphram wall measuring for verticality data, and this method can only give birth to
At X, Y both direction panel data can not intuitively judge slot section entirety grooving situation very much, and this method will increase construction
Cost, and influence the construction period.
Summary of the invention
The purpose of the present invention is being based on above-mentioned the deficiencies in the prior art, in order to solve in current diaphram wall detection not
It can intuitively judge very much slot section entirety grooving situation, it is ensured that verticality meets code requirement after continuous wall trench underground, and provides
A kind of diaphram wall three-dimensional visible electrolytic bath detection system can intuitively, efficiently pass through sight after making continuous wall trench underground
It surveys threedimensional model and judges grooving situation, grooving verticality, for solving the inconvenience in engineering, greatly improve construction efficiency,
Reduce construction cost.
To achieve the above object, the technical solution of present invention use pair is: a kind of diaphram wall three-dimensional visible electrolytic bath
Detection system, including ultrasonic detector, data cable, data converter, terminal are completed in continuous wall trench underground
Afterwards, the ultrasonic detector is moved to the designated position of continuous wall trench underground by pulley gear, to diaphram wall at
Slot carries out ultrasonic wave verticality state-detection, and will test information and be sent to data converter terminal, data by data cable
After commutator end processing, will treated that data-signal is sent to terminal, by terminal to data-signal into
The processing of row automated analysis, and form 3 D stereo Visualization Model.
Further, the 3 D stereo Visualization Model, for the grooving situation of automatic detection diaphram wall, and point
Whether analysis structure overall security has percolating water quality problems.
The beneficial effects of the present invention are:
1. can determine whether the defects of diaphram wall is with the presence or absence of leakage；
2. the grooving situation of automatic detection diaphram wall, and analyze structure overall security.
3. intuitively, efficiently can judge grooving situation, grooving by observing threedimensional model after making continuous wall trench underground
Verticality can solve the inconvenience in engineering, greatly improve construction efficiency, reduce construction cost.
Detailed description of the invention
Diaphram wall three-dimensional visible electrolytic bath detection system structure arrangement schematic diagram Fig. 1 of the invention.
Specific embodiment
In the following with reference to the drawings and specific embodiments, the present invention is further explained.These embodiments are merely to illustrate the present invention
And not limit the technical scheme described by the invention, after reading the content taught by the present invention, related-art technology people
Member can various modifications may be made or equivalent replacement to the present invention, and such equivalent forms equally fall within the application the appended claims institute
The range of restriction.
As shown in Figure 1, diaphram wall three-dimensional visible electrolytic bath detection system of the invention, including ultrasonic detector 1,
Data cable 2, data converter 3, terminal 4.After the completion of 5 grooving of diaphram wall, ultrasonic detector 1 passes through cunning
Wheel apparatus is moved to designated position, starts to carry out grooving 5 ultrasonic wave verticality state-detection, and will examine by data cable 2
Measurement information is sent to data converter terminal 3, and after data converter terminal 3 is handled by analysis, data-signal is sent to meter
Calculation machine terminal 4 carries out automated analysis processing to data-signal, and imports three-dimensional visualization software.
This detection system can will test data and is directed into terminal software by converter, and forming stereoscopic three-dimensional can
Depending on changing model, the grooving situation of automatic detection diaphram wall, and analyzes structure overall security, whether there are the matter such as percolating water
Amount problem.
Claims (2)
1. a kind of diaphram wall three-dimensional visible electrolytic bath detection system, including ultrasound examination (1), data cable (2), data
Converter (3), terminal (4), it is characterised in that: after the completion of continuous wall trench underground, the ultrasonic detector (1)
It is moved to the designated position of continuous wall trench underground by pulley gear, ultrasonic wave verticality shape is carried out to continuous wall trench underground
State detection, and will test information and be sent to data converter terminal (3) by data cable (2), at data converter terminal (3)
After reason, by treated, data-signal is sent to terminal (4), is carried out by terminal (4) to data-signal automatic
Change analysis processing, and forms 3 D stereo Visualization Model.
2. diaphram wall three-dimensional visible electrolytic bath detection system according to claim 1, it is characterised in that: the three-dimensional
Whether 3 d visualization model for the grooving situation of automatic detection diaphram wall, and is analyzed structure overall security, is had
Percolating water quality problems.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811375662.1A CN109594592A (en) | 2018-11-19 | 2018-11-19 | Diaphram wall three-dimensional visible electrolytic bath detection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811375662.1A CN109594592A (en) | 2018-11-19 | 2018-11-19 | Diaphram wall three-dimensional visible electrolytic bath detection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109594592A true CN109594592A (en) | 2019-04-09 |
Family
ID=65958771
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811375662.1A Pending CN109594592A (en) | 2018-11-19 | 2018-11-19 | Diaphram wall three-dimensional visible electrolytic bath detection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109594592A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258509A (en) * | 2019-05-24 | 2019-09-20 | 中铁隧道集团二处有限公司 | A kind of cement soil wall processing method intrusively connecting wall chase section |
| WO2022062054A1 (en) * | 2020-09-28 | 2022-03-31 | 深圳市晟辉机械有限公司 | Full-hydraulic automatic diaphragm wall cutting and grooving machine |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806478A (en) * | 2014-01-15 | 2014-05-21 | 同济大学 | Method for measuring deformation of underground diaphragm wall |
| CN104727358A (en) * | 2015-04-02 | 2015-06-24 | 北京天兴环宇科技有限公司 | 360-degree stereo imaging underground pile hole wall detection instrument |
| KR20170087265A (en) * | 2016-01-20 | 2017-07-28 | 전진용 | Inclinometer having a 3D measurement structure |
| CN107389030A (en) * | 2017-08-28 | 2017-11-24 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of detection method and device of underground cavity three-dimensional structure |
-
2018
- 2018-11-19 CN CN201811375662.1A patent/CN109594592A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806478A (en) * | 2014-01-15 | 2014-05-21 | 同济大学 | Method for measuring deformation of underground diaphragm wall |
| CN104727358A (en) * | 2015-04-02 | 2015-06-24 | 北京天兴环宇科技有限公司 | 360-degree stereo imaging underground pile hole wall detection instrument |
| KR20170087265A (en) * | 2016-01-20 | 2017-07-28 | 전진용 | Inclinometer having a 3D measurement structure |
| CN107389030A (en) * | 2017-08-28 | 2017-11-24 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of detection method and device of underground cavity three-dimensional structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258509A (en) * | 2019-05-24 | 2019-09-20 | 中铁隧道集团二处有限公司 | A kind of cement soil wall processing method intrusively connecting wall chase section |
| WO2022062054A1 (en) * | 2020-09-28 | 2022-03-31 | 深圳市晟辉机械有限公司 | Full-hydraulic automatic diaphragm wall cutting and grooving machine |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20190409 |
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| RJ01 | Rejection of invention patent application after publication |