CN107524176A - A kind of pile foundation Depth Meter - Google Patents
A kind of pile foundation Depth Meter Download PDFInfo
- Publication number
- CN107524176A CN107524176A CN201710746751.1A CN201710746751A CN107524176A CN 107524176 A CN107524176 A CN 107524176A CN 201710746751 A CN201710746751 A CN 201710746751A CN 107524176 A CN107524176 A CN 107524176A
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- conduit
- hole
- sliding block
- copper
- 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.)
- Granted
Links
Classifications
-
- 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
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
Abstract
The invention discloses a kind of pile foundation Depth Meter,Including hole and conduit,The lower end of the conduit is located in hole,The present invention detects bar by adding,Rope,Sliding block,The structure such as the first layers of copper and U-shaped framework,Conduit is attached to two meters of positions above bottom hole,By airbag aeration,As concrete is poured into hole from conduit,Start motor,Pass through the engagement of worm and worm wheel,Roller rolls rope,Two ropes pull sliding block simultaneously,Until GPS locator is located at concrete topping,And,Sliding block with concrete topping rise while,Electric bell is powered,The number that staff is rung by electric bell judges the wicking height of concrete topping,Can also be compared with GPS locator,The depth of secondary measure casting concrete,And then control and extract conduit speed,Prevent the phenomenon of broken pile,More preferable casting concrete.
Description
Technical field
The present invention relates to bridge construction field, specially a kind of pile foundation Depth Meter.
Background technology
Bored Pile of Bridge concreting at present uses tremie placing, 2 to 6 among code requirement conduit Transducers Embedded in Concrete
Rice, is all to determine depth of tremie according to workmen's experience in casting process, leads to not carry if depth of tremie is excessive
Conduit is risen, conduit lifting is excessive to cause conduit to propose that pile breaking phenomenon occurs in concrete surface, therefore in pile foundation concreting
During how to conclude that depth of tremie is significant for concreting.
The content of the invention
It is an object of the invention to provide a kind of pile foundation Depth Meter, is asked with solve to propose in above-mentioned background technology
Topic.
A kind of pile foundation Depth Meter, including hole and conduit, the lower end of the conduit are located in hole, the conduit
Side wall be fixedly connected with the lateral walls of four U-shaped frameworks, the upper surface of one section of the U-shaped framework level is fixedly connected with electric bell,
The lower surface of one section of the U-shaped framework level is respectively perpendicular the one end for being fixedly connected on two rotating shafts by two poles, described
The other end of rotating shaft is rotatably connected on the center of worm gear, and the worm gear is engaged with worm screw, in one end and U-shaped framework of the worm screw
One end side wall rotation connection of chamber, the other end side wall of the U-shaped framework inner chamber are fixedly connected with the bottom of motor, the motor
Output end is fixedly connected with the other end of worm screw, and the worm gear is coaxially connected with roller, and the edge side wall of the roller, which is fixed, to be connected
One end of splicing, the other end of the rope are fixedly connected with the upper surface of sliding block, and through hole is offered on the sliding block, described logical
Activity is plugged with detection bar in hole, and the lower surface of one section of upper end and the U-shaped framework level of the detection bar is fixedly connected, the spy
It is interior covered with the second layers of copper, side wall lower ends of the sliding block away from conduit covered with some first layers of copper, the through hole on measuring staff
Fan-shaped connecting plate is fixedly connected with, the upper surface of the fan-shaped connecting plate is fixedly connected with GPS locator, the fan-shaped connecting plate
Lower surface be fixedly connected with air bag.
Preferably, four U-shaped frameworks equidistant ring centered on conduit is distributed.
Preferably, the lower end of the detection bar is equipped with elastic baffle.
Preferably, first layers of copper is more than four, and multiple first layers of copper are equidistantly distributed on detection bar.
Preferably, the distance between two neighboring described first layers of copper is more than the height of sliding block.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention is by adding detection bar, rope, sliding block, first
The structure such as layers of copper and U-shaped framework, conduit is attached to two meters of positions above bottom hole, by airbag aeration, as concrete is from conduit
In pour into hole, when concrete topping raises, buoyancy is produced to air bag and fan-shaped connecting plate, make GPS locator with
Concrete surface is raised and raised, and the height moved by GPS locator, the depth of casting concrete is can determine that, due to leading
Four GPS locators are provided with pipe, if because the factors such as friction make a GPS locator be buried by concrete, by connecing
Logical external power source, using positive and negative switch, start motor, by the engagement of worm and worm wheel, roller rolls rope, and two ropes are same
When pull sliding block, be advantageous to the movement of sliding block so that sliding block rises again, until GPS locator is located at concrete topping, and
And sliding block with concrete topping rise while, being contacted with the first layers of copper for the second layers of copper interval, electric bell is powered, work
The number that personnel are rung by electric bell judges the wicking height of concrete topping, moreover it is possible to compared with GPS locator, secondary measure
The depth of casting concrete, and then control and extract conduit speed, prevent the phenomenon of broken pile, more preferable casting concrete.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is A portions structure enlargement diagram；
Fig. 3 is B portions structure enlargement diagram.
In figure：Hole 1, conduit 2, detection bar 3, rope 4, sliding block 5, the first layers of copper 6, U-shaped framework 7, worm gear 8, roller 9,
Worm screw 10, motor 11, pole 12, electric bell 13, GPS locator 14, fan-shaped connecting plate 15, air bag 16.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Fig. 1-3 are referred to, the present invention provides a kind of technical scheme：
A kind of pile foundation Depth Meter, including hole 1 and conduit 2, the lower end of conduit 2 are located in hole 1, conduit 2
Side wall is fixedly connected with the lateral wall of four U-shaped frameworks 7, and the upper surface of one section of 7 level of U-shaped framework is fixedly connected with electric bell 13, U-shaped
The lower surface of one section of 7 level of framework is respectively perpendicular the one end for being fixedly connected on two rotating shafts by two poles 12, rotating shaft it is another
One end is rotatably connected on the center of worm gear 8, and worm gear 8 is engaged with worm screw 10, one end of worm screw 10 and one end of the inner chamber of U-shaped framework 7
Side wall is rotatablely connected, and the other end side wall of the inner chamber of U-shaped framework 7 is fixedly connected with the bottom of motor 11, and four U-shaped frameworks 7 are with conduit 2
Centered on equidistant ring be distributed, the output end of motor 11 is fixedly connected with the other end of worm screw 10, and worm gear 8 is coaxially connected with roller
9, one end of edge side wall fixed connection string 4 of roller 9, the other end of rope 4 is fixedly connected with the upper surface of sliding block 5, sliding block 5
On offer through hole, in through hole activity be plugged with detection bar 3, the lower end of detection bar 3 is equipped with elastic baffle, detection bar 3 it is upper
End is fixedly connected with the lower surface of one section of 7 level of U-shaped framework, covered with some first layers of copper 6, the first layers of copper more than 6 on detection bar 3
In four, and multiple first layers of copper 6 are equidistantly distributed on detection bar 3, and the distance between two neighboring first layers of copper 6, which is more than, to be slided
The height of block 5, through hole is interior to be fixedly connected with fan-shaped connecting plate covered with the second layers of copper, side wall lower ends of the sliding block 5 away from conduit 2
15, the upper surface of fan-shaped connecting plate 15 is fixedly connected with GPS locator 14, and the lower surface of fan-shaped connecting plate 15 is fixedly connected with gas
Capsule 16.
Operation principle：Conduit 2 is attached to two meters of positions above bottom hole, air bag 16 is inflated, as concrete is from conduit 2
In pour into hole 1, when concrete topping raises, buoyancy is produced to air bag 16 and fan-shaped connecting plate 15, makes GPS locator
14 raise, the height moved by GPS locator 14 as concrete surface raises, and can determine that the depth of casting concrete,
Due to being provided with four GPS locators 14 on conduit 2, if because the factors such as friction make a GPS locator 14 by coagulation
Soil is buried, and by connecting external power source, using positive and negative switch, is started motor 11, is passed through the engagement of worm screw 10 and worm gear 8, roller 9
Rope 4 is rolled, two ropes 4 pull sliding block 5 simultaneously, are advantageous to the movement of sliding block 5, so that sliding block 5 rises again, until
GPS locator 14 is located at concrete topping, also, sliding block 5 with concrete topping rise while, the second layers of copper and the first bronze medal
The contact of 6 interval of layer, electric bell 13 is powered, and staff judges that the rise of concrete topping is high by the number of the sound of electric bell 13
Degree, moreover it is possible to compared with GPS locator 14, the depth of secondary measure casting concrete, and then control and extract the speed of conduit 2, prevent
Only there is the phenomenon of broken pile, more preferable casting concrete.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of pile foundation Depth Meter, including hole (1) and conduit (2), it is characterised in that：The lower end of the conduit (2)
In hole (1), the side wall of the conduit (2) is fixedly connected with the lateral wall of four U-shaped frameworks (7), the U-shaped framework (7)
The upper surface that one section of level is fixedly connected with electric bell (13), and the lower surface of one section of U-shaped framework (7) level passes through two poles
(12) one end for being fixedly connected on two rotating shafts is respectively perpendicular, the other end of the rotating shaft is rotatably connected on the center of worm gear (8),
The worm gear (8) is engaged with worm screw (10), and one end of the worm screw (10) rotates with one end side wall of U-shaped framework (7) inner chamber to be connected
Connect, the other end side wall of U-shaped framework (7) inner chamber is fixedly connected with the bottom of motor (11), the output end of the motor (11)
It is fixedly connected with the other end of worm screw (10), the worm gear (8) is coaxially connected with roller (9), the edge side wall of the roller (9)
One end of rope (4) is fixedly connected with, the other end of the rope (4) is fixedly connected with the upper surface of sliding block (5), the sliding block (5)
On offer through hole, in the through hole activity be plugged with detection bar (3), the upper end of the detection bar (3) and U-shaped framework (7) water
Flat one section of lower surface is fixedly connected, covered with some first layers of copper (6) on the detection bar (3), in the through hole covered with
Second layers of copper, side wall lower ends of the sliding block (5) away from conduit (2) are fixedly connected with fan-shaped connecting plate (15), and the sector is even
The upper surface of fishplate bar (15) is fixedly connected with GPS locator (14), and the lower surface of the fan-shaped connecting plate (15) is fixedly connected with
Air bag (16).
A kind of 2. pile foundation Depth Meter according to claim 1, it is characterised in that：Four U-shaped frameworks (7) with
Equidistant ring is distributed centered on conduit (2).
A kind of 3. pile foundation Depth Meter according to claim 1, it is characterised in that：The lower end of the detection bar (3)
It is equipped with elastic baffle.
A kind of 4. pile foundation Depth Meter according to claim 1, it is characterised in that：First layers of copper (6) is more than
Four, and multiple first layers of copper (6) are equidistantly distributed on detection bar (3).
A kind of 5. pile foundation Depth Meter according to claim 1, it is characterised in that：Two neighboring first layers of copper
The distance between (6) it is more than the height of sliding block (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710746751.1A CN107524176B (en) | 2017-08-27 | 2017-08-27 | Pile foundation depth tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710746751.1A CN107524176B (en) | 2017-08-27 | 2017-08-27 | Pile foundation depth tester |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107524176A true CN107524176A (en) | 2017-12-29 |
| CN107524176B CN107524176B (en) | 2022-12-09 |
Family
ID=60682713
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710746751.1A Active CN107524176B (en) | 2017-08-27 | 2017-08-27 | Pile foundation depth tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107524176B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002005908A (en) * | 2000-06-21 | 2002-01-09 | Toyo Asano Found Co Ltd | Control assurance method of concrete pile |
| JP2010031576A (en) * | 2008-07-30 | 2010-02-12 | Kajima Corp | Device and method for detecting reaching of tip of cast-in-place pile at supporting layer |
| JP2013072803A (en) * | 2011-09-28 | 2013-04-22 | Ohbayashi Corp | Estimated covering depth measuring instrument |
| CN103267464A (en) * | 2013-05-03 | 2013-08-28 | 中冶集团武汉勘察研究院有限公司 | Tool for measuring concrete pouring height |
| CN103643703A (en) * | 2013-12-17 | 2014-03-19 | 中国矿业大学 | Intelligent monitoring device and method for underwater concrete pouring elevation |
| CN104234094A (en) * | 2014-07-23 | 2014-12-24 | 郑州市市政工程总公司 | Underwater concrete spouting-height detecting device |
| CN204040081U (en) * | 2014-08-11 | 2014-12-24 | 浙江水利水电学院 | Cast-in-place pile concrete conduit buried depth monitoring device |
| CN205102878U (en) * | 2015-07-13 | 2016-03-23 | 北京首钢建设集团有限公司 | Underwater concrete face elevation measurement hammer of adjustable proportion |
-
2017
- 2017-08-27 CN CN201710746751.1A patent/CN107524176B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002005908A (en) * | 2000-06-21 | 2002-01-09 | Toyo Asano Found Co Ltd | Control assurance method of concrete pile |
| JP2010031576A (en) * | 2008-07-30 | 2010-02-12 | Kajima Corp | Device and method for detecting reaching of tip of cast-in-place pile at supporting layer |
| JP2013072803A (en) * | 2011-09-28 | 2013-04-22 | Ohbayashi Corp | Estimated covering depth measuring instrument |
| CN103267464A (en) * | 2013-05-03 | 2013-08-28 | 中冶集团武汉勘察研究院有限公司 | Tool for measuring concrete pouring height |
| CN103643703A (en) * | 2013-12-17 | 2014-03-19 | 中国矿业大学 | Intelligent monitoring device and method for underwater concrete pouring elevation |
| CN104234094A (en) * | 2014-07-23 | 2014-12-24 | 郑州市市政工程总公司 | Underwater concrete spouting-height detecting device |
| CN204040081U (en) * | 2014-08-11 | 2014-12-24 | 浙江水利水电学院 | Cast-in-place pile concrete conduit buried depth monitoring device |
| CN205102878U (en) * | 2015-07-13 | 2016-03-23 | 北京首钢建设集团有限公司 | Underwater concrete face elevation measurement hammer of adjustable proportion |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107524176B (en) | 2022-12-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106638719B (en) | Bored pile piling quality automatic monitoring controller and method | |
| CN105672314B (en) | A kind of semi-inverse method steel pipe post pile construction method | |
| CN106149684A (en) | A kind of full-sleeve long screw auger drilling deposited pile construction method | |
| CN108487339A (en) | A kind of single pile bearing capacity method | |
| CN106760901A (en) | A kind of mechanical upender of cement electric power bar | |
| CN207144018U (en) | A kind of pile foundation Depth Meter | |
| CN107524176A (en) | A kind of pile foundation Depth Meter | |
| CN106679759A (en) | Automatic detection device and method for underwater concrete casting interface | |
| CN211955026U (en) | Reinforced concrete pipeline strength characteristic testing device | |
| CN205748367U (en) | Sensor is monitored in a kind of horizontal displacement automatically | |
| CN218268576U (en) | Online monitor for drainage pipeline | |
| CN206417769U (en) | A kind of novel hydrophilic platform | |
| CN206638188U (en) | The device of detecting shaft chamber interior drainage pipeline in the case of a kind of water level is higher | |
| CN209636788U (en) | A kind of embedded rock pile that pile-side negative friction is small | |
| CN206974504U (en) | Deep footing groove enclosing structure real time on-line monitoring system | |
| CN113465577A (en) | Precast pile inclination angle measuring device | |
| CN108483847A (en) | A kind of riverway sludge curing apparatus | |
| CN220686828U (en) | Safety protection equipment | |
| CN216194623U (en) | Foundation detection device for hydraulic engineering | |
| CN210712471U (en) | Road surface flatness detection device for civil engineering building | |
| CN205296084U (en) | Hydraulic and hydroelectric engineering's dam | |
| CN217585785U (en) | Civil engineering construction is with horizontal calibrating device | |
| JPS5850224A (en) | Slime detector | |
| CN212537374U (en) | Foundation pit water level detection equipment | |
| CN115404867B (en) | Cleaning device for piling viaduct and cleaning method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou. Applicant after: POLY XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd. Address before: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou. Applicant before: GUIZHOU XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd. |
|
| CB02 | Change of applicant information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhao Mingsheng Inventor after: Luo Ao Inventor after: Wen Yuansong Inventor after: Xu Gui Inventor after: Chen Guiquan Inventor before: Luo Ao Inventor before: Liu Qing Inventor before: Wen Yuansong Inventor before: Xu Gui Inventor before: Cai Can Inventor before: Chen Guiquan |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |