CN106014386A - Exploration device used for measuring depth of cast-in-place pile - Google Patents
Exploration device used for measuring depth of cast-in-place pile Download PDFInfo
- Publication number
- CN106014386A CN106014386A CN201610403758.9A CN201610403758A CN106014386A CN 106014386 A CN106014386 A CN 106014386A CN 201610403758 A CN201610403758 A CN 201610403758A CN 106014386 A CN106014386 A CN 106014386A
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- Prior art keywords
- depth
- controller
- rope
- exploration
- fixedly mounted
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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.)
- Pending
Links
- 238000005553 drilling Methods 0.000 claims description 16
- 230000008878 coupling Effects 0.000 claims description 9
- 238000010168 coupling process Methods 0.000 claims description 9
- 238000005859 coupling reaction Methods 0.000 claims description 9
- 238000005259 measurement Methods 0.000 abstract description 11
- 230000009977 dual effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000009189 diving Effects 0.000 abstract 3
- 239000003638 chemical reducing agent Substances 0.000 abstract 2
- 210000000481 breast Anatomy 0.000 description 4
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/04—Measuring depth or liquid level
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geophysics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses an exploration device used for measuring the depth of a cast-in-place pile. The exploration device used for measuring the depth of the cast-in-place pile comprises a box, a controller, a meter counter and a depth sensor. The controller is installed on one side of the box. A main motor is installed in the box. A speed reducer is installed at one end of the main motor. A rotary shaft is installed at one end of the speed reducer. A rope drum is installed on the rotary shaft. An exploration rope is arranged on the rope drum. A rope outlet pipe is arranged at one end of the rope drum. The meter counter is installed on the rope outlet pipe. A weight box is installed at one end of the exploration rope. An auxiliary motor is installed inside the weight box. A drill rod is installed at the lower end of the auxiliary motor. A drill bit is installed at the lower end of the drill rod. The depth sensor is installed on the inner wall of the weight box. The exploration device used for measuring the depth of the cast-in-place pile has the beneficial effects that diving can be controlled automatically, whether diving to the deepest position is achieved or not can be judged, and the diving effect is good; and the meter counter and the depth sensor are used for dual measurement, and thus the measurement precision is high.
Description
Technical field
The invention belongs to explore technical field of mechanical equipment, be specifically related to a kind of exploration device for measuring the bored concrete pile degree of depth.
Background technology
Bored concrete pile depth survey is a step critically important in engineering.Existing bored concrete pile degree of depth exploring equipment, when carrying out dive, depends merely on survey cake own wt to carry out dive, and dive effect is undesirable, simultaneously cannot judge whether that bottommost is arrived in dive, uses revolution induction apparatus to carry out depth calculation simultaneously, and certainty of measurement is the highest.Accordingly, it would be desirable to one can automatically control dive and can judge whether dive to bosom, dive is effective, the device that certainty of measurement is high.
Summary of the invention
The purpose of the present invention is that provides a kind of exploration device for measuring the bored concrete pile degree of depth to solve the problems referred to above.
The present invention is achieved through the following technical solutions above-mentioned purpose:
A kind of exploration device for measuring the bored concrete pile degree of depth, including casing, controller, meter counter, depth transducer, described casing side is provided with described controller, it is provided with display screen on described controller, it is provided with function key on described controller, described box house is provided with mair motor, described mair motor one end is provided with decelerator, described decelerator one end is provided with rotating shaft, in described rotating shaft, rope drum is installed, exploration rope it is provided with on described rope drum, described rope drum one end is provided with outlet-pipe, described meter counter is installed on described outlet-pipe, described exploration rope one end is provided with ballast box, described ballast box is internally installed auxiliary-motor, described auxiliary-motor lower end is provided with drilling rod, described drilling rod lower end is provided with drill bit, described ballast box inwall is provided with described depth transducer.
In said structure, by described auxiliary-motor, described drilling rod, described drill bit and described ballast box, automatic dive can be realized, contrast by described meter counter and described depth transducer, coordinate, can decide whether that dive is to bosom, using described meter counter and the dual measurement of described depth transducer, certainty of measurement is high.
In order to improve its service behaviour further, described controller is fixedly mounted on described casing side by electronics base, and described display screen is embedded on described controller, and described function key is embedded on described controller.
In order to improve its service behaviour further, described mair motor is fixedly mounted on described box house by bolt base, and access described controller by holding wire, described decelerator is connected with described mair motor by shaft coupling, described rotating shaft is fixedly mounted on described box house by bearing, and is connected with described decelerator by shaft coupling.
In order to improve its service behaviour further, described rope drum is fixedly mounted in described rotating shaft by connecting key, described outlet-pipe is welded on described rope drum one end, described meter counter is fixedly mounted on described outlet-pipe by electronics base, and accessing described controller by holding wire, described exploration rope is wrapped on described rope drum.
In order to improve its service behaviour further, described ballast box is fixedly mounted on described exploration rope one end by clamp groove, described auxiliary-motor is fixedly mounted on inside described ballast box by bolt base, and access described controller by holding wire, described drilling rod is connected with described auxiliary-motor by shaft coupling, described drill bit is threadably secured and is arranged on described drilling rod one end, and described depth transducer is fixedly mounted on described ballast box inwall by electronics base, and accesses described controller by holding wire.
Have the beneficial effects that: can automatically control dive and can judge whether dive to bosom, dive is effective, uses meter counter and the dual measurement of depth transducer, and certainty of measurement is high.
Accompanying drawing explanation
Fig. 1 is the front view of a kind of exploration device for measuring the bored concrete pile degree of depth of the present invention；
Fig. 2 is the side view of a kind of exploration device for measuring the bored concrete pile degree of depth of the present invention.
1, drill bit；2, depth transducer；3, ballast box；4, casing；5, rope drum；6, rotating shaft；7, exploration rope；8, outlet-pipe；9, decelerator；10, mair motor；11, meter counter；12, auxiliary-motor；13, drilling rod；14, controller；15, display screen；16, function key.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings:
nullSuch as Fig. 1，Shown in Fig. 2，A kind of exploration device for measuring the bored concrete pile degree of depth，Including casing 4、Controller 14、Meter counter 11、Depth transducer 2，Casing 4 side is provided with controller 14，The control core of the whole device of controller 14，Display screen 15 it is provided with on controller 14，Display screen 15 can show the information such as measurement result，Function key 16 it is provided with on controller 14，Function key 16 can control dive、The actions such as rising，Casing 4 is internally installed mair motor 10，Mair motor 10 provides power，Assist dive，Mair motor 10 one end is provided with decelerator 9，Decelerator 9 can be by the slow-speed of revolution，Improve moment of torsion，Decelerator 9 one end is provided with rotating shaft 6，Rotating shaft 6 can drive rope drum 5 to rotate，Rope drum 5 is installed in rotating shaft 6，Rope drum 5 is used for being wound around exploration rope 7，Exploration rope 7 it is provided with on rope drum 5，Exploration rope 7 can assist dive，Rope drum 5 one end is provided with outlet-pipe 8，Outlet-pipe 8 realizes exploration rope 7 disengaging rope drum 5，Meter counter 11 is installed on outlet-pipe 8，Meter counter 11 can measure the submerged depth of exploration rope 7，Exploration rope 7 one end are provided with ballast box 3，Ballast box 3 has assisted dive，Ballast box 3 is internally installed auxiliary-motor 12，Auxiliary-motor 12 can be that drill bit 1 provides power，Auxiliary-motor 12 lower end is provided with drilling rod 13，Drilling rod 13 can carry drill bit 1，Drilling rod 13 lower end is provided with drill bit 1，Drill bit 1 can carry out dive action，Ballast box 3 inwall is provided with depth transducer 2，Depth transducer 2 is used for measuring the bored concrete pile degree of depth.
In said structure, by auxiliary-motor 12, drilling rod 13, drill bit 1 and ballast box 3, it is possible to achieve dive automatically, contrast by both meter counter 11 and depth transducer 2, coordinate, can decide whether that dive, to bosom, uses meter counter 11 and the dual measurement of depth transducer 2, certainty of measurement is high.
nullIn order to improve its service behaviour further，Controller 14 is fixedly mounted on casing 4 side by electronics base，Display screen 15 is embedded on controller 14，Function key 16 is embedded on controller 14，It is internal that mair motor 10 is fixedly mounted on casing 4 by bolt base，And by holding wire access controller 14，Decelerator 9 is connected with mair motor 10 by shaft coupling，It is internal that rotating shaft 6 is fixedly mounted on casing 4 by bearing，And be connected with decelerator 9 by shaft coupling，Rope drum 5 is fixedly mounted in rotating shaft 6 by connecting key，Outlet-pipe 8 is welded on rope drum 5 one end，Meter counter 11 is fixedly mounted on outlet-pipe 8 by electronics base，And by holding wire access controller 14，Exploration rope 7 is wrapped on rope drum 5，Ballast box 3 is fixedly mounted on exploration rope 7 one end by clamp groove，It is internal that auxiliary-motor 12 is fixedly mounted on ballast box 3 by bolt base，And by holding wire access controller 14，Drilling rod 13 is connected with auxiliary-motor 12 by shaft coupling，Drill bit 1 is threadably secured and is arranged on drilling rod 13 one end，Depth transducer 2 is fixedly mounted on ballast box 3 inwall by electronics base，And by holding wire access controller 14.
The ultimate principle of the present invention, principal character and advantage have more than been shown and described.Skilled person will appreciate that of the industry; the present invention is not restricted to the described embodiments; the principle that the present invention is simply described described in above-described embodiment and description; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements both fall within scope of the claimed invention.Claimed scope is defined by appending claims and effect thing thereof.
Claims (5)
1. the exploration device being used for measuring the bored concrete pile degree of depth, it is characterized in that: include casing, controller, meter counter, depth transducer, described casing side is provided with described controller, it is provided with display screen on described controller, it is provided with function key on described controller, described box house is provided with mair motor, described mair motor one end is provided with decelerator, described decelerator one end is provided with rotating shaft, in described rotating shaft, rope drum is installed, exploration rope it is provided with on described rope drum, described rope drum one end is provided with outlet-pipe, described meter counter is installed on described outlet-pipe, described exploration rope one end is provided with ballast box, described ballast box is internally installed auxiliary-motor, described auxiliary-motor lower end is provided with drilling rod, described drilling rod lower end is provided with drill bit, described ballast box inwall is provided with described depth transducer.
A kind of exploration device for measuring the bored concrete pile degree of depth the most according to claim 1, it is characterized in that: described controller is fixedly mounted on described casing side by electronics base, described display screen is embedded on described controller, and described function key is embedded on described controller.
A kind of exploration device for measuring the bored concrete pile degree of depth the most according to claim 1, it is characterized in that: described mair motor is fixedly mounted on described box house by bolt base, and access described controller by holding wire, described decelerator is connected with described mair motor by shaft coupling, described rotating shaft is fixedly mounted on described box house by bearing, and is connected with described decelerator by shaft coupling.
A kind of exploration device for measuring the bored concrete pile degree of depth the most according to claim 1, it is characterized in that: described rope drum is fixedly mounted in described rotating shaft by connecting key, described outlet-pipe is welded on described rope drum one end, described meter counter is fixedly mounted on described outlet-pipe by electronics base, and accessing described controller by holding wire, described exploration rope is wrapped on described rope drum.
A kind of exploration device for measuring the bored concrete pile degree of depth the most according to claim 1, it is characterized in that: described ballast box is fixedly mounted on described exploration rope one end by clamp groove, described auxiliary-motor is fixedly mounted on inside described ballast box by bolt base, and access described controller by holding wire, described drilling rod is connected with described auxiliary-motor by shaft coupling, described drill bit is threadably secured and is arranged on described drilling rod one end, described depth transducer is fixedly mounted on described ballast box inwall by electronics base, and accesses described controller by holding wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610403758.9A CN106014386A (en) | 2016-06-12 | 2016-06-12 | Exploration device used for measuring depth of cast-in-place pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610403758.9A CN106014386A (en) | 2016-06-12 | 2016-06-12 | Exploration device used for measuring depth of cast-in-place pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106014386A true CN106014386A (en) | 2016-10-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610403758.9A Pending CN106014386A (en) | 2016-06-12 | 2016-06-12 | Exploration device used for measuring depth of cast-in-place pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106014386A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400851A (en) * | 2016-10-15 | 2017-02-15 | 广州中煤江南基础工程公司 | Height detecting system for concrete pouring surface of ultra-deep pile hole |
| CN108825212A (en) * | 2018-08-02 | 2018-11-16 | 中国十七冶集团有限公司 | A kind of rotary digging stake depth of pore forming measuring device and construction method |
| CN109025970A (en) * | 2018-08-21 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of contraction type engineering pile enters rock controller and control method |
| CN112982513A (en) * | 2021-03-08 | 2021-06-18 | 兰州理工大学 | Sensor mounting assembly and method for cast-in-place plain concrete pile in composite foundation |
| CN114838694A (en) * | 2022-05-13 | 2022-08-02 | 中国煤炭地质总局物测队 | Method for measuring data of field construction monitoring hole |
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| CN204920938U (en) * | 2015-08-21 | 2015-12-30 | 浙江宝龙建设有限公司 | Drilling detector of drilling bored concrete pile |
| CN204960923U (en) * | 2015-08-06 | 2016-01-13 | 李文 | Bored concrete pile degree of depth exploring equipment |
| CN204959831U (en) * | 2015-08-21 | 2016-01-13 | 孟永江 | Bored concrete pile degree of depth exploring equipment |
| WO2016050855A1 (en) * | 2014-09-30 | 2016-04-07 | Paradigm Technology Services B.V. | Measurement method and system |
-
2016
- 2016-06-12 CN CN201610403758.9A patent/CN106014386A/en active Pending
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| US5494105A (en) * | 1994-10-25 | 1996-02-27 | Camco International Inc. | Method and related system for operating a downhole tool |
| CN2288267Y (en) * | 1996-04-30 | 1998-08-19 | 王耀祖 | Automatic recorder for depth of falling well |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400851A (en) * | 2016-10-15 | 2017-02-15 | 广州中煤江南基础工程公司 | Height detecting system for concrete pouring surface of ultra-deep pile hole |
| CN106400851B (en) * | 2016-10-15 | 2019-01-01 | 广州中煤江南基础工程公司 | Super-deep filling concrete face height detecting system |
| CN108825212A (en) * | 2018-08-02 | 2018-11-16 | 中国十七冶集团有限公司 | A kind of rotary digging stake depth of pore forming measuring device and construction method |
| CN109025970A (en) * | 2018-08-21 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of contraction type engineering pile enters rock controller and control method |
| CN112982513A (en) * | 2021-03-08 | 2021-06-18 | 兰州理工大学 | Sensor mounting assembly and method for cast-in-place plain concrete pile in composite foundation |
| CN114838694A (en) * | 2022-05-13 | 2022-08-02 | 中国煤炭地质总局物测队 | Method for measuring data of field construction monitoring hole |
| CN114838694B (en) * | 2022-05-13 | 2024-05-07 | 中国煤炭地质总局物测队 | Measuring method for field construction monitoring hole data |
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Application publication date: 20161012 |
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