CN206019774U - A kind of underwater gliders interface automatic detection device - Google Patents
A kind of underwater gliders interface automatic detection device Download PDFInfo
- Publication number
- CN206019774U CN206019774U CN201621024572.4U CN201621024572U CN206019774U CN 206019774 U CN206019774 U CN 206019774U CN 201621024572 U CN201621024572 U CN 201621024572U CN 206019774 U CN206019774 U CN 206019774U
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- probe
- control device
- interface
- automatic detection
- connecting rod
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Abstract
The utility model discloses a kind of underwater gliders interface automatic detection device, the control device being connected including the probe detected by the mud in filling concrete chamber and concrete interface, the hoisting mechanism lifted up and down by probe and probe and the hoisting depth detection means detected by the hoisting depth that pops one's head in, probe includes suspension bracket and the counterweight being installed on immediately below suspension bracket, and the unit weight of counterweight is identical with the unit weight of institute's concrete perfusion in filling concrete chamber；Counterweight top is equipped with coaxial package fairlead in connecting rod on below suspension bracket equipped with vertically to the connecting rod that lays, and built with trigger switch, connecting rod is the control-rod is controlled by trigger switch to suspension bracket, and probe is lifted on below hoisting mechanism by data line.The utility model simple structure, reasonable in design and processing and fabricating and good using easy to operate, using effect, can easy, be rapidly completed the automatic detection process in underwater gliders interface, and result of detection is accurate.
Description
Technical field
The utility model belongs to filling concrete technical field of construction, more particularly, to a kind of underwater gliders interface
Automatic detection device.
Background technology
With the high speed development of society, domestic building building technology constantly changes, and building building technology is also progressively in recent years
Export to international community, the moon more New technical use to civil construction links, but during underwater gliders, mixed
Solidifying soil remains original with the detection of slurry interface.Conventional detection method is：Carried out using lining rope end anchor line (string) pendant artificial
The method of detection, this method cannot realize continuous probe, and the precision for detecting is limited by the experience of detection people, once detection is not
Timely or detection is not accurate enough, it will causes to irrigate pile quality problem or causes pile crown concrete too high, construction cost increases.
As shown in figure 1, when the method for carrying out artificial detection using traditional lining rope ledger line pendant is detected to underwater gliders interface,
Lining rope 1-1 need to be utilized, and a line pendant 1-2 is fastened in the end of lining rope 1-1, under water during filling concrete, manually will
Line falls 1-2 and is slowly put in hole 1-3 (or groove), and when line pendant 1-2 reaches concrete with slurry interface, with hand, handling line falls repeatedly
1-2, judges the position of concrete and slurry interface according to feel, high so as to calculate conduit buried depth and filling concrete
Degree, and then determine to pull out the opportunity (depth that job specfication specifies in conduit base opening Transducers Embedded in Concrete is 2m～6m) of conduit and terminate
The opportunity of filling concrete.
, there is following defect and deficiency in the method that above-mentioned traditional lining rope ledger line pendant carries out artificial detection：
Firstth, the feel with detection people is difficult to meet construction requirement determining the interface of concrete and mud, error.
Secondth, artificial detection is difficult to continuous probe, during filling concrete, once collapse hole occur can not be timely
It was found that.
3rd, critical data can not be spread out of in time, and supervisor cannot remote monitoring.
4th, underwater gliders belong to concealed work construction, lack effective quality monitoring means.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, there is provided one kind is under water
Filling concrete interface automatic detection device, its simple structure, reasonable in design and processing and fabricating and using easy to operate, using effect
Really good, energy is easy, be rapidly completed the automatic detection process in underwater gliders interface, and result of detection is accurate.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of underwater gliders interface
Automatic detection device, it is characterised in that：Including the mud in filling concrete chamber and concrete interface are detected probe,
Detected to the control device of the hoisting mechanism that lifted up and down of probe and probe connection and to the hoisting depth that pops one's head in
Hoisting depth detection means, the hoisting depth detection means are connected with the control device, and the filling concrete chamber is for
The hole of construction molding or groove；The counterweight that the probe includes suspension bracket and is installed on immediately below suspension bracket, the unit weight of the counterweight
Identical with the unit weight of institute's concrete perfusion in the filling concrete chamber；The counterweight top is equipped with the vertical company to laying
Bar, is equipped with fairlead of the coaxial package on connecting rod below the suspension bracket, and the suspension bracket bottom is provided with the through hole passed for connecting rod；
Built with trigger switch, the connecting rod is the control-rod is controlled by trigger switch to the suspension bracket, and the trigger switch includes
Fixed contact and the mobile contact used cooperatively with the fixed contact, the mobile contact are fixed on small end；The shifting
Moving contact is connected with the control device by data line, and probe is lifted under the hoisting mechanism by data line
Side.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：The counterweight is hollow ball.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：Also include support, the elevator
Structure and the control device are installed on support.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：Also include being installed on support
Switch board, the control device are installed in switch board；The control device is included controller and is connected with controller respectively
Data storage, remote data transmission unit, timing circuit and parameter input unit, the mobile contact passes through data transfer
Line is connected with controller.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：The hoisting mechanism is carried for electronic
Mechanism is risen, the electric hoisting mechanism is controlled by the control device and which is connected with the control device.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：The electric hoisting mechanism includes
Motor, the drum for data line winding and drive drum synchronize the rotary shaft of rotation, and the rotary shaft is by electronic
Machine is driven and is connected by transmission mechanism therebetween, and the motor is controlled by the control device
And which is connected with the control device.
A kind of above-mentioned underwater gliders interface automatic detection device, is characterized in that：The hoisting depth detection means
Including the code table detected by the rotation number of turns to rotary shaft and rotational angle, the code table is connected with the control device.
The utility model has advantages below compared with prior art：
1st, the automatic detection device simple structure that adopted, processing and fabricating are easy and input cost is relatively low.
2nd, the automatic detection device reasonable in design for being adopted, including to the mud and concrete in filling concrete chamber
Probe that interface is detected, the control device of the hoisting mechanism lifted up and down by probe and probe connection and to probe
The hoisting depth detection means that detected of hoisting depth, probe includes suspension bracket and the counterweight being installed on immediately below suspension bracket,
The unit weight of counterweight is identical with the unit weight of institute's concrete perfusion in filling concrete chamber；Connecting rod is housed on counterweight, connecting rod is by matching somebody with somebody
Heavy mail drive move up and down, below suspension bracket be equipped with fairlead of the coaxial package on connecting rod, suspension bracket built with trigger switch,
Connecting rod is the control-rod is controlled by trigger switch, each component simple installation, compact conformation and small volume, takes up room little,
Filling concrete process will not be had any impact.
3rd, the automatic detection device for being adopted using easy to operate, due to about 2.42 ton/cubic metre of density of concrete, mud
1.1 ton/cubic metre of pulp density, using concrete and the density variation of mud in hole, designs the appearance and size of counterweight in probe,
When making counterweight enter 10cm in concrete, the concrete buoyancy suffered by which is just identical with gravity, can pass through connecting rod of popping one's head in
Trigger switch closure is driven, so that motor is rotated backward and draws probe rising；After probe rises, counterweight receives coagulation
The buoyancy of soil reduces, and trigger switch disconnects, and makes motor rotate forward whole probe and continues traveling downwardly under gravity, until counterweight
Part is again introduced into 10cm in concrete, reuses buoyancy and is closed by connecting rod band trigger switch with gravitational difference.Reciprocal according to this, make
Probe keeps counterweight all the time 0～10 centimetre in concrete, as long as concrete surface rises or falls, pop one's head in servo-actuated rising or
Decline.
4th, the automatic detection method that adopted is simple, reasonable in design and input cost is relatively low.
5th, using effect is good and practical value is high, it is achieved that automatically continuously detection, detection accuracy are higher, according to coagulation under water
The tale quale of soil perfusion, designs reliable concrete interface probe (12), and detectable signal is passed by data line
Defeated to control device, control device controls motor rotation, realizes automatic detecting function.Meanwhile, data can be stored and be realized remote
Range monitoring, simple for structure, practical, the stable and safety of support, designs, the good correlation components and parts of design apolegamy, and as needed
Transformed, make each components and parts establish reliable interface, and assemble architectonical, carry out on-the-spot test, then according to test knot
Fruit is further perfect.As shown in the above, the utility model method is simple, reasonable in design and input cost is relatively low, use effect
Really good, it is achieved that the automatic continuous detection at underwater gliders interface, detection accuracy are higher, solve underwater gliders
The problem of construction continuous probe, result of detection by the experience influence of people, do not reduce the labour intensity of technical staff, have broken people
The traditional method of work detection.
When actually used, according to the sectional dimension and concrete supply ability in underwater gliders chamber, concrete is calculated
The interface rate of climb, by carrying out appropriate design to probe, when lower probe counterweight touches concrete interface, by connecting rod
Power transmission closes trigger switch, and transfers signals to control device by data line, then by control device control electricity
Motivation is rotated and drives transmission mechanism to work, and transmission mechanism drives drum to rotate the coiling for realizing both forward and reverse directions, drives during coiling
Code table works and counts, while it is to remote supervisory personnel, real to carry out storing simultaneously energy synchronous driving by the altitude information that probe rises
The remote transmission purpose of the automatic result of detection in underwater concrete interface during existing underwater gliders.
6th, applied widely, it is adaptable to be directed in the building enclosure of subway station and highway, Railway Bridge Pile Foundation engineering
The construction of underwater gliders.
In sum, the utility model is reasonable in design, good using easy to operate and using effect, can easy, be rapidly completed
The automatic detection process in underwater gliders interface, and result of detection is accurate.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of the drawings
Fig. 1 is the acquisition mode schematic diagram of existing underwater gliders detection method.
Fig. 2 is structural representation of the present utility model.
Fig. 3 is the structural representation of the utility model probe.
Fig. 4 is structural representation of the present utility model.
Fig. 5 is to carry out method flow block diagram when underwater gliders interface detects using the utility model.
Description of reference numerals:
1 data line；1-1 lining ropes；1-2 lines fall；
1-3 holes；1-4 mud layers；1-5 concrete perfusions；
2 suspension brackets；3 connecting rods；
4 counterweights；5 trigger switch；6 seals；
7 switch boards；8 motor；9 transmission mechanisms；
10 supports；11 drums；12 probes；
13 fairleads；14 rotary shafts；15-1 controllers；
15-2 data storages；15-3 remote data transmission units；
15-4 parameter input units；15-5 timing circuits；16 code tables.
Specific embodiment
As shown in Figure 2 and Figure 3, the utility model includes visiting the mud in filling concrete chamber and concrete interface
The probe 12 of survey, the control devices to 12 connection of about 12 hoisting mechanisms that lifted of probe and probe and to probe 12
The hoisting depth detection means detected by hoisting depth, the hoisting depth detection means are connected with the control device, institute
State hole 1-3 or groove that filling concrete chamber is construction molding；The probe 12 includes suspension bracket 2 and is installed on immediately below suspension bracket 2
Counterweight 4, the unit weight of the counterweight 4 is identical with the unit weight of institute's concrete perfusion in the filling concrete chamber；Described match somebody with somebody
4 top of heavy mail is equipped with fairlead of the coaxial package on connecting rod 3 equipped with vertically to the connecting rod 3 that lays below the suspension bracket 2
13,2 bottom of the suspension bracket is provided with the through hole passed for connecting rod 3；The suspension bracket 2 is right built with trigger switch 5, the connecting rod 3
The control-rod that trigger switch 5 is controlled, the trigger switch 5 are included fixed contact and are used cooperatively with the fixed contact
Mobile contact, the mobile contact are fixed on 3 upper end of connecting rod；The mobile contact is by data line 1 and the control dress
Connection is put, probe 12 is lifted on below the hoisting mechanism by data line 1.
In the present embodiment, the counterweight 4 is hollow ball.
Also, the counterweight 4 is a closed structure, and there is water pressure resistance ability, be specifically resistant to 10 normal atmospheres
The pressure of pressure.
In the present embodiment, the weight of the suspension bracket 2 is more than 5 times of trigger force for needed for triggering 5 action of trigger switch.
In the present embodiment, seal 6 between the connecting rod 3 and fairlead 13, is provided with, makes to mark at 10 by seal 6
Under the pressure of quasi- atmospheric pressure, will not percolating water between the connecting rod 3 and fairlead 13.
Meanwhile, the utility model also includes that support 10, the hoisting mechanism and the control device are installed in support 10
On.
In the present embodiment, as shown in figure 5, the utility model also includes the switch board 7 being installed on support 10, the control
Device is installed in switch board 7；The control device includes controller 15-1 and the data being connected respectively with controller 15-1
Memory 15-2, remote data transmission unit 15-3, timing circuit 15-5 and parameter input unit 15-4, the mobile contact are led to
Cross data line 1 to be connected with controller 15-1.
Easy for manipulation, the hoisting mechanism is electric hoisting mechanism, and the electric hoisting mechanism is by the control device
It is controlled and which is connected with the control device.
In the present embodiment, the electric hoisting mechanism includes motor 8, drum 11 and band for the winding of data line 1
Moving-wire disk 11 synchronizes the rotary shaft 14 of rotation, and the rotary shaft 14 is driven by motor 8 and therebetween by passing
Motivation structure 9 is connected, and the motor 8 is controlled by the control device and which is connected with the control device.
In the present embodiment, the motor 8 is direct current generator.
During actually used, controlling motor 8 by the control device carries out rotating.
In the present embodiment, the hoisting depth detection means includes that the rotation number of turns to rotary shaft 14 is carried out with rotational angle
The code table 16 of detection, the code table 16 are connected with the control device.When actually used, according to the turning collar detected by code table 16
Number and rotational angle, and the length with reference to the circle data line 1 on drum 11, are carried out really to the hoisting depth of probe 12
Fixed.
During actually used, the hoisting depth detection means can also adopt other types of detection means, such as right
The vertical displacement of a measuring point between being located in drum 11 and the filling concrete chamber in data line 1 is examined in real time
The displacement detecting unit of survey.
As shown in figure 5, carry out the automatic detection method in underwater gliders interface using the utility model, from the bottom to top to
In the filling concrete intra-bladder instillation Concrete, using the automatic detection device in the filling concrete chamber
Mud carries out continuous probe with concrete interface, and process is as follows：
Step one, filling concrete interface detect for the first time, comprise the following steps：
Step 101, probe decentralization and hoisting depth determine：The control device control the hoisting mechanism will pop one's head in 12 by
Up to decentralization is to the filling concrete chamber and high to the lifting of now probe 12 using the hoisting depth detection means
Spend and detected, and by the elevation information synchronous driving for being detected to the control device；
Step 102, the detection of filling concrete interface：Treat that mud is risen to concrete interface in the filling concrete chamber
When contacting with the counterweight 4 in probe 12, connecting rod 3 is moved up and controls trigger switch 5 and closes, and the control device is according to tactile
The closure signal for sending out switch 5 judges to show that filling concrete interface now is located in step 101 at the hoisting depth of probe 12；
The filling concrete interface is mud and concrete interface in the filling concrete chamber；
Step 2, filling concrete interface subsequent probe, process are as follows：
Step 201, probe are lifted：When trigger switch 5 is in closure state, the control device controls the elevator
Probe 12 is lifted in the filling concrete chamber by structure straight up, connecting rod 3 is moved down and is disconnected trigger switch 5；
Step 202, probe decentralization, hoisting depth determine and the detection of filling concrete interface：When trigger switch 5 is in disconnection
During state, the control device controls the hoisting mechanism and vertically transfers probe 12 in the filling concrete chamber, until
Counterweight 4 is contacted with concrete interface with mud in the filling concrete chamber, connecting rod 3 is moved up and is made trigger switch
5 closures；Now, the hoisting depth of now probe 12 is detected using the hoisting depth detection means, and will be detected
Elevation information synchronous driving to the control device, the control device judges to draw according to the closure signal of trigger switch 5
Filling concrete interface now is located at the now hoisting depth of probe 12；Afterwards, return to step 201.
Wherein, mud refers to mud layer 1-4 and concrete perfusion in the filling concrete chamber with concrete interface
Interface between 1-5, the mud layer 1-4 are located above concrete perfusion 1-5.
In the present embodiment, whne counterweight 4 enter concrete in 10cm when, the concrete buoyancy suffered by counterweight 4 with weight
Power is just identical, trigger switch 5 can be driven to close by connecting rod 3, so that motor 10 is rotated backward and drawn on probe 12
Rise；After probe 12 rises, counterweight 4 is reduced by the buoyancy of concrete, disconnects trigger switch 5, and now motor 10 is rotated forward
And probe 12 is continued traveling downwardly under gravity, until counterweight 4 is again introduced into 10cm in concrete, reuse buoyancy with
Gravitational difference controls trigger switch 5 by connecting rod 3 and closes.Reciprocal according to this, make probe 12 keep counterweight 4 all the time 0 in concrete
～10 centimetres, as long as concrete surface rises or falls, probe 12 is risen or fallen servo-actuated.
In the present embodiment, the motor 8 is installed over the mount 10, and the drum 11 is installed over the mount 10,
Also, the motor 8 is connected with controller 15-1.The code table 16 is connected with controller 15-1.
The above, is only preferred embodiment of the present utility model, not the utility model is imposed any restrictions, every
Any simple modification, change and the equivalent structure change that above example is made according to the utility model technical spirit, still
Belong in the protection domain of technical solutions of the utility model.
Claims (7)
1. a kind of underwater gliders interface automatic detection device, it is characterised in that：Including to the mud in filling concrete chamber
Probe (12), the hoisting mechanism lifted up and down by probe (12) and probe (12) that slurry is detected with concrete interface
The control device of connection and to the hoisting depth detection means that detected of hoisting depth of (12) of popping one's head in, the hoisting depth inspection
Survey device to be connected with the control device, the filling concrete chamber is the hole (1-3) of construction molding or groove；The probe
(12) suspension bracket (2) and the counterweight (4) being installed on immediately below suspension bracket (2), the unit weight of counterweight (4) and the coagulation are included
In native filling cavity, the unit weight of institute's concrete perfusion is identical；Counterweight (4) top is equipped with vertically to the connecting rod (3) that lays,
Fairlead (13) of the coaxial package on connecting rod (3) is housed below suspension bracket (2), suspension bracket (2) bottom is provided with and supplies connecting rod
(3) through hole for passing；Suspension bracket (2), built with trigger switch (5), connecting rod (3) are that trigger switch (5) is controlled
Control-rod, described trigger switch (5) include fixed contact and the mobile contact that uses cooperatively with the fixed contact, the shifting
Moving contact is fixed on connecting rod (3) upper end；The mobile contact is connected with the control device by data line (1), probe
(12) it is lifted on below the hoisting mechanism by data line (1).
2. according to a kind of underwater gliders interface automatic detection device described in claim 1, it is characterised in that：Described match somebody with somebody
Heavy mail (4) is hollow ball.
3. according to a kind of underwater gliders interface automatic detection device described in claim 1 or 2, it is characterised in that：Also
Including support (10), the hoisting mechanism and the control device are installed on support (10).
4. according to a kind of underwater gliders interface automatic detection device described in claim 3, it is characterised in that：Also include
The switch board (7) being installed on support (10), the control device are installed in switch board (7)；The control device includes controlling
Device (15-1) processed and the data storage (15-2) being connected with controller (15-1) respectively, remote data transmission unit (15-
3), timing circuit (15-5) and parameter input unit (15-4), the mobile contact is by data line (1) and controller
(15-1) connect.
5. according to a kind of underwater gliders interface automatic detection device described in claim 1 or 2, it is characterised in that：Institute
Hoisting mechanism is stated for electric hoisting mechanism, the electric hoisting mechanism is controlled by the control device and itself and the control
Device connects.
6. according to a kind of underwater gliders interface automatic detection device described in claim 5, it is characterised in that：The electricity
Dynamic hoisting mechanism includes motor (8), the drum (11) wound for data line (1) and drives drum (11) to synchronize turning
Dynamic rotary shaft (14), rotary shaft (14) are driven and are carried out by transmission mechanism (9) by motor (8) therebetween
It is connected, motor (8) are controlled by the control device and which is connected with the control device.
7. according to a kind of underwater gliders interface automatic detection device described in claim 6, it is characterised in that：Described carry
Rise detection means includes the code table (16) detected by the rotation number of turns to rotary shaft (14), the code table with rotational angle
(16) it is connected with the control device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621024572.4U CN206019774U (en) | 2016-08-31 | 2016-08-31 | A kind of underwater gliders interface automatic detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621024572.4U CN206019774U (en) | 2016-08-31 | 2016-08-31 | A kind of underwater gliders interface automatic detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206019774U true CN206019774U (en) | 2017-03-15 |
Family
ID=58258479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621024572.4U Withdrawn - After Issue CN206019774U (en) | 2016-08-31 | 2016-08-31 | A kind of underwater gliders interface automatic detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206019774U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106679759A (en) * | 2016-08-31 | 2017-05-17 | 中铁局集团有限公司 | Automatic detection device and method for underwater concrete casting interface |
| CN113607044A (en) * | 2021-08-13 | 2021-11-05 | 苑洪伟 | Concrete pile foundation pouring depth measuring device and measuring method thereof |
-
2016
- 2016-08-31 CN CN201621024572.4U patent/CN206019774U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106679759A (en) * | 2016-08-31 | 2017-05-17 | 中铁局集团有限公司 | Automatic detection device and method for underwater concrete casting interface |
| CN106679759B (en) * | 2016-08-31 | 2023-04-18 | 中铁一局集团有限公司 | Automatic detection device and detection method for underwater concrete pouring interface |
| CN113607044A (en) * | 2021-08-13 | 2021-11-05 | 苑洪伟 | Concrete pile foundation pouring depth measuring device and measuring method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170315 Effective date of abandoning: 20230418 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170315 Effective date of abandoning: 20230418 |