CN206246053U - A kind of detection means of ground foundation engineering construction sediment thickness - Google Patents
A kind of detection means of ground foundation engineering construction sediment thickness Download PDFInfo
- Publication number
- CN206246053U CN206246053U CN201621329962.2U CN201621329962U CN206246053U CN 206246053 U CN206246053 U CN 206246053U CN 201621329962 U CN201621329962 U CN 201621329962U CN 206246053 U CN206246053 U CN 206246053U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- detection means
- chip microcomputer
- sediment thickness
- lifting rod
- 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.)
- Expired - Fee Related
Links
Landscapes
- Earth Drilling (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a kind of detection means of ground foundation engineering construction sediment thickness,Including crossbeam,The crossbeam has two,Parallel side-by-side is set between two crossbeams,And the bottom of crossbeam is provided with support meanss,The crossbeam is provided with bore position adjusting means,The bottom of bore position adjusting means is separately installed with test device and drilling equipment,The side of a wherein crossbeam is welded with control cabinet by connecting rod,The inside of control cabinet is separately installed with single-chip microcomputer of increasing income,Power supply and sound wave tester,And wireless transceiver is installed at the top of control cabinet,The detection means of this ground basic engineering construction sediment thickness,Automatic drilling and measurement are carried out by drilling equipment and test device,Multi-group data is measured by bore position adjusting means,It is time saving and energy saving,Testing result error is small,Detection data is more accurate,Simultaneously,The personal safety of relevant staff is ensured,Improve the security in detection process.
Description
Technical field
The utility model is related to detection means technical field, specially a kind of inspection of ground foundation engineering construction sediment thickness
Survey device.
Background technology
With developing rapidly for China's economy, the continuous quickening of Process of Urbanization Construction process, all kinds of buildings are like the mushrooms after rain
Occur, the new seat height of building one crosses one, and each building can't do without an important engineering, that is, ground construction,
, it is necessary to be detected to the thickness of sediment in ground foundation engineering work progress, traditional detection means needs the manpower to carry out
Drilling and detection, waste time and energy, and security is low.
Utility model content
The technical problems to be solved in the utility model is to overcome existing defect, there is provided a kind of ground foundation engineering construction is heavy
The detection means of slag thickness, can automatic drilling and detection, time saving and energy saving, testing result error is small, and detection data is more accurate,
And it is safe, in can effectively solving the problems, such as background technology.
To achieve the above object, the utility model provides following technical scheme：A kind of ground foundation engineering construction sediment is thick
The detection means of degree, including crossbeam, the crossbeam have two, and parallel side-by-side is set between two crossbeams, and the bottom of crossbeam sets
There are support meanss, the crossbeam is provided with bore position adjusting means, and the bottom of bore position adjusting means is separately installed with survey
Trial assembly is put and drilling equipment, wherein a side for crossbeam is welded with control cabinet by connecting rod, the inside of control cabinet is pacified respectively
Equipped with single-chip microcomputer of increasing income, power supply and sound wave tester, and wireless transceiver is installed at the top of control cabinet, the single-chip microcomputer of increasing income
Electrically connected with power supply, sonic test instrument and wireless transceiver respectively.
Used as a kind of optimal technical scheme of the present utility model, the support meanss include shock strut, shock strut point
In the two bottom sides of crossbeam, and the end of shock strut is provided with balancing weight to cloth.
Used as a kind of optimal technical scheme of the present utility model, the bore position adjusting means includes chute, chute point
Cloth is connected with sliding block in the inner side of crossbeam, the chute, and the interior side of chute is provided with electric expansion bar, and electronic stretches
The end of contracting bar is connected with sliding block, and guide rail is welded between the sliding block, and linear electric motors, and straight-line electric are connected with guide rail
Machine has two, the linear electric motors and electric expansion bar with monolithic mechatronics of increasing income.
Used as a kind of optimal technical scheme of the present utility model, the drilling equipment includes hydraulic pump and hydraulic stem, hydraulic pressure
Connected by hydraulic tube between pump and hydraulic stem, the end of the hydraulic stem is provided with drilling machine, and the hydraulic pump is distributed in it
In a top for linear electric motors, hydraulic stem is distributed in the bottom of linear electric motors, the hydraulic pump and drilling machine with list of increasing income
Piece mechatronics.
Used as a kind of optimal technical scheme of the present utility model, the test device includes engaging lug, and engaging lug is welded on
On the plane of symmetry of another linear electric motors, the bottom of the engaging lug is provided with the first electric lifting rod, the first electric lifting rod
Telescopic end is welded with mounting seat, and the bottom of mounting seat is provided with sonic detecting tube, correspondence sound wave on the linear electric motors
Detection pipe is provided with the second electric lifting rod, and the telescopic end of the second electric lifting rod is provided with sonic test probe, the sound wave
Test probe is electrically connected with sonic test instrument, and first electric lifting rod and the second electric lifting rod are electromechanical with monolithic of increasing income
Connection.
Compared with prior art, the beneficial effects of the utility model are：The inspection of this ground basic engineering construction sediment thickness
Device is surveyed, automatic drilling and measurement are carried out by drilling equipment and test device, measured by bore position adjusting means multigroup
Data, time saving and energy saving, testing result error is small, and detection data is more accurate, meanwhile, ensure the person peace of relevant staff
Entirely, improve the security in detection process.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model side structure schematic diagram.
In figure：1 crossbeam, 2 support meanss, 201 shock struts, 202 balancing weights, 3 drilling equipments, 31 hydraulic tubes, 32 hydraulic pressure
Pump, 33 drilling machines, 34 hydraulic stems, 4 increase income single-chip microcomputer, 5 power supplys, 6 sonic test instrument, 7 wireless transceivers, 8 control cabinets, 9 connection
Bar, 10 electric expansion bars, 11 guide rails, 12 linear electric motors, 13 sliding blocks, 14 chutes, 15 bore position adjusting meanss, 16 engaging lugs,
17 first electric lifting rods, 18 second electric lifting rods, 19 sonic tests probe, 20 mounting seats, 21 sonic detecting tubes, 22 are surveyed
Trial assembly is put.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of ground foundation engineering construction sediment thickness
Detection means, including crossbeam 1, crossbeam 1 have two, and parallel side-by-side is set between two crossbeams 1, and the bottom of crossbeam 1 is provided with branch
Support arrangement 2, crossbeam 1 is provided with bore position adjusting means 15, and the bottom of bore position adjusting means 15 is separately installed with test
Device 22 and drilling equipment 3, wherein a side for crossbeam 1 is welded with control cabinet 8, the interior part of control cabinet 8 by connecting rod 9
Single-chip microcomputer 4 of increasing income, power supply 5 and sound wave tester 6 are not installed, and the top of control cabinet 8 is provided with wireless transceiver 7, increases income
Single-chip microcomputer 4 is electrically connected with power supply 5, sonic test instrument 6 and wireless transceiver 7 respectively, and the data transfer for detecting is to monolithic of increasing income
Machine 4, single-chip microcomputer 4 of increasing income is analyzed treatment to information, and is transmitted into remote control terminal by wireless transceiver 7, has ensured phase
The personal safety of staff is closed, the security in detection process is improve；
Support meanss 2 include shock strut 201, and shock strut 201 is distributed in the two bottom sides of crossbeam 1, and shock strut
201 end is provided with balancing weight 202, and in detection process, drilling equipment 3 can produce vibration force, shock strut 201 and counterweight
Block 202 ensure that the balance of detection means；
Bore position adjusting means 15 includes chute 14, and chute 14 is distributed in the inner side of crossbeam 1, chute 14 and is flexibly connected
The interior side for having sliding block 13, chute 14 is provided with electric expansion bar 10, and the end of electric expansion bar 10 is connected with sliding block 13, sliding
Guide rail 11 is welded between block 13, linear electric motors 12 are connected with guide rail 11, and linear electric motors 12 have two, linear electric motors
12 and electric expansion bar 10 electrically connected with single-chip microcomputer 4 of increasing income, single-chip microcomputer 4 of increasing income control electric expansion bar 10 and linear electric motors 12
Multi-group data is measured to adjust the operating position of drilling equipment 3 and test device 22, time saving and energy saving, testing result error is small,
Detection data is more accurate；
Drilling equipment 3 includes hydraulic pump 32 and hydraulic stem 34, is connected by hydraulic tube 31 between hydraulic pump 32 and hydraulic stem 34
Logical, the end of hydraulic stem 34 is provided with drilling machine 33, and hydraulic pump 32 is distributed in the top of one of linear electric motors 12, hydraulic stem
34 bottoms for being distributed in linear electric motors 12, hydraulic pump 32 and drilling machine 33 are electrically connected with single-chip microcomputer 4 of increasing income, and drilling machine 33 is over the ground
Base is drilled, and hydraulic stem 34 extends to adjust drilling depth in the presence of hydraulic pump 32；
Test device 22 includes engaging lug 16, and engaging lug 16 is welded on the plane of symmetry of another linear electric motors 12, connects
The bottom of ear 16 is provided with the first electric lifting rod 17, and the telescopic end of the first electric lifting rod 17 is welded with mounting seat 20, and peace
The bottom for filling base 20 is provided with sonic detecting tube 21, and correspondence sonic detecting tube 21 is provided with the second electronic liter on linear electric motors 12
Drop bar 18, the telescopic end of the second electric lifting rod 18 is provided with sonic test probe 19, sonic test probe 19 and sonic test
Instrument 6 is electrically connected, and the first electric lifting rod 17 and the second electric lifting rod 18 are electrically connected with single-chip microcomputer 4 of increasing income, the first electronic liter
Drop bar 17 is extended, and sonic detecting tube 21 is put into drilling, and the control sonic test probe 19 of the second electric lifting rod 17 is in sound wave
Moved in detection pipe 21, sonic test probe 19 launches sound wave in the presence of sonic test instrument 6 to be carried out to ground sediment thickness
Detection.
When in use：By single-chip microcomputer 4 of increasing income to bore position adjusting means 15, drilling equipment 3 and test device 22
Job order is set, and single-chip microcomputer 4 of increasing income controls electric expansion bar 10 and linear electric motors 12 to adjust drilling equipment 3 and test
The operating position of device 22, drilling machine 33 drills to ground, and hydraulic stem 34 extends to adjust in the presence of hydraulic pump 32
Drilling depth, the first electric lifting rod 17 extends, and sonic detecting tube 21 is put into drilling, the control sound of the second electric lifting rod 18
Ripple test probe 19 is moved in sonic detecting tube 21, and sonic test probe 19 launches sound wave in the presence of sonic test instrument 6
Ground sediment thickness is detected, the data transfer for detecting is divided information to single-chip microcomputer 4 of increasing income, single-chip microcomputer 4 of increasing income
Analysis is processed, and is transmitted into remote control terminal by wireless transceiver 7.
The utility model carries out automatic drilling and measurement by drilling equipment 3 and test device 22, is adjusted by bore position
Regulating device 15 measures multi-group data, time saving and energy saving, and testing result error is small, and detection data is more accurate, meanwhile, ensure correlation
The personal safety of staff, improves the security in detection process.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of detection means of ground foundation engineering construction sediment thickness, including crossbeam (1), it is characterised in that：The crossbeam
(1) there are two, parallel side-by-side is set between two crossbeams (1), and the bottom of crossbeam (1) is provided with support meanss (2), the crossbeam
(1) bore position adjusting means (15) is provided with, the bottom of bore position adjusting means (15) is separately installed with test device
(22) and drilling equipment (3), wherein a side for crossbeam (1) is welded with control cabinet (8), control cabinet (8) by connecting rod (9)
Inside be separately installed with single-chip microcomputer of increasing income (4), be provided with the top of power supply (5) and sound wave tester (6), and control cabinet (8)
Wireless transceiver (7), the single-chip microcomputer of increasing income (4) is electrically connected with power supply (5), sonic test instrument (6) and wireless transceiver (7) respectively
Connect.
2. a kind of ground foundation engineering according to claim 1 is constructed the detection means of sediment thickness, it is characterised in that：Institute
Stating support meanss (2) includes shock strut (201), and shock strut (201) is distributed in the two bottom sides of crossbeam (1), and damping branch
The end of post (201) is provided with balancing weight (202).
3. a kind of ground foundation engineering according to claim 1 is constructed the detection means of sediment thickness, it is characterised in that：Institute
Stating bore position adjusting means (15) includes chute (14), and chute (14) is distributed in the inner side of crossbeam (1), the chute (14)
Be connected with sliding block (13), the interior side of chute (14) is provided with electric expansion bar (10), and electric expansion bar (10) end
Portion is connected with sliding block (13), and guide rail (11) is welded between the sliding block (13), and guide rail is connected with linear electric motors on (11)
(12), and linear electric motors (12) have two, the linear electric motors (12) and electric expansion bar (10) with single-chip microcomputer of increasing income (4) electricity
Connection.
4. a kind of ground foundation engineering according to claim 1 is constructed the detection means of sediment thickness, it is characterised in that：Institute
Stating drilling equipment (3) includes hydraulic pump (32) and hydraulic stem (34), and hydraulic tube is passed through between hydraulic pump (32) and hydraulic stem (34)
(31) connect, the end of the hydraulic stem (34) is provided with drilling machine (33), and it is straight that the hydraulic pump (32) is distributed in one of them
The top of line motor (12), hydraulic stem (34) is distributed in the bottom of linear electric motors (12), the hydraulic pump (32) and drilling machine
(33) electrically connected with single-chip microcomputer of increasing income (4).
5. a kind of ground foundation engineering according to claim 1 is constructed the detection means of sediment thickness, it is characterised in that：Institute
Stating test device (22) includes engaging lug (16), and engaging lug (16) is welded on the plane of symmetry of another linear electric motors (12), institute
The bottom for stating engaging lug (16) is provided with the first electric lifting rod (17), and the telescopic end of the first electric lifting rod (17) is welded with installation
Base (20), and the bottom of mounting seat (20) is provided with sonic detecting tube (21), correspondence sound wave on the linear electric motors (12)
Detection pipe (21) is provided with the second electric lifting rod (18), and the telescopic end of the second electric lifting rod (18) is provided with cement bond logging exploration
Head (19), sonic test probe (19) electrically connects with sonic test instrument (6), first electric lifting rod (17) and second
Electric lifting rod (18) is electrically connected with single-chip microcomputer of increasing income (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621329962.2U CN206246053U (en) | 2016-12-06 | 2016-12-06 | A kind of detection means of ground foundation engineering construction sediment thickness |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621329962.2U CN206246053U (en) | 2016-12-06 | 2016-12-06 | A kind of detection means of ground foundation engineering construction sediment thickness |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206246053U true CN206246053U (en) | 2017-06-13 |
Family
ID=59003780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621329962.2U Expired - Fee Related CN206246053U (en) | 2016-12-06 | 2016-12-06 | A kind of detection means of ground foundation engineering construction sediment thickness |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206246053U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109725125A (en) * | 2018-12-26 | 2019-05-07 | 金陵科技学院 | It is a kind of for detecting the multifunction experiment apparatus of geotechnical data |
| CN113465474A (en) * | 2021-06-08 | 2021-10-01 | 上海浦江勘查工程有限公司 | Detection apparatus for foundation engineering construction sediment thickness |
-
2016
- 2016-12-06 CN CN201621329962.2U patent/CN206246053U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109725125A (en) * | 2018-12-26 | 2019-05-07 | 金陵科技学院 | It is a kind of for detecting the multifunction experiment apparatus of geotechnical data |
| CN113465474A (en) * | 2021-06-08 | 2021-10-01 | 上海浦江勘查工程有限公司 | Detection apparatus for foundation engineering construction sediment thickness |
| CN113465474B (en) * | 2021-06-08 | 2023-03-14 | 上海浦江勘查工程有限公司 | Detection apparatus for foundation engineering construction sediment thickness |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102706734B (en) | Loading test device and method of asymmetric lateral-force-resisting structure | |
| AU2017311614A1 (en) | Detection while drilling (DWD) apparatus and method for lithological composition of roadway roof | |
| CN103512740A (en) | Device for carrying out static-dynamic force multifunction testing on support | |
| CN203848966U (en) | Impactor impact force detection device | |
| CN206246053U (en) | A kind of detection means of ground foundation engineering construction sediment thickness | |
| CN105374260B (en) | Horizontal directional drill drilling rod vibrates force analysis synthesis experiment method and experimental provision | |
| CN204269474U (en) | Device for testing tensile force | |
| CN202614607U (en) | Simple and convenient hanging lug welding seam tension test device | |
| CN204630705U (en) | A kind of with brill instrument drill collar combination vibration test fixture | |
| CN208635758U (en) | Deep hole displacement monitors sensor new construction | |
| CN203534808U (en) | Device for static and dynamic multifunctional test of supporting seat | |
| CN203879485U (en) | Perpendicularity detecting device of bored pile | |
| CN106052999A (en) | Ultrahigh-voltage DC composite wall bushing external surface anti-vibration test device and test method | |
| CN104863259B (en) | Upside-down construction method for large-span ultra-high signal-layer cylindrical architectural steel structure | |
| CN201387371Y (en) | Acceleration-sensing acquisition balance power-testing device for beam pumping unit | |
| CN106226177A (en) | Extra-high voltage direct-current is combined shock test device and test method inside and outside wall bushing | |
| CN115753038A (en) | Downhole instrument and tool multi-working-condition simulation test system and test method | |
| CN109946155A (en) | A kind of steel bridge weld stress real-time monitoring device and application method | |
| CN202599633U (en) | Bridge deflection test instrument | |
| CN206573409U (en) | A kind of road and bridge concrete NDT device | |
| CN109632167B (en) | Device and method for monitoring rock mass stress in open pit goaf | |
| CN205941237U (en) | Compound wall bushing surface anti -seismic testing device of special high voltage direct current | |
| CN209542320U (en) | Architectural vibration-insulation rubber tube tangential displacement test device | |
| CN202391405U (en) | Scaling device of MWD (measurement while drilling) apparatus for drilling pressure and torque in petroleum drilling | |
| CN205919974U (en) | Measure and regulate examination structure is examined to low level of automatic instrument of tubular column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170613 Termination date: 20171206 |