CN110700261A - Verticality control system for steel pipe pile sinking - Google Patents
Verticality control system for steel pipe pile sinking Download PDFInfo
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- CN110700261A CN110700261A CN201910998711.5A CN201910998711A CN110700261A CN 110700261 A CN110700261 A CN 110700261A CN 201910998711 A CN201910998711 A CN 201910998711A CN 110700261 A CN110700261 A CN 110700261A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000004891 communication Methods 0.000 claims abstract description 20
- 238000005259 measurement Methods 0.000 claims abstract description 11
- 230000005540 biological transmission Effects 0.000 claims description 3
- 238000001228 spectrum Methods 0.000 claims description 3
- 230000000007 visual effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 12
- 230000008569 process Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000005389 magnetism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011897 real-time detection Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a verticality control system for steel pipe pile sinking, which comprises a measuring device and an adjusting device. The measuring device comprises two portable inclinometers, a signal receiver and a computer; each portable inclinometer comprises a host, an inclination sensor, a communication module, a power supply module and a suction electromagnet, wherein the inclination sensor, the communication module and the power supply module are arranged in the host, and the suction electromagnet is arranged on the outer surface of the host; the main machines of the two portable inclinometers are respectively attached to the outer wall of the steel pipe pile in a 90-degree manner through the suction electromagnets; the signal receiver receives a measurement data signal sent by the inclination sensor and uploads the measurement data signal to the computer in real time; and the computer is provided with verticality measurement software which receives the signals uploaded by the signal receiver and obtains the inclination angle of the steel pipe pile after calculation. The adjusting device comprises eight jacks arranged on the steel pipe pile positioning platform. The verticality control system for the steel pipe pile in pile sinking has the advantages of convenience in use, simplicity in operation, visual display and the like.
Description
Technical Field
The invention relates to a verticality control system for steel pipe pile sinking.
Background
The requirements on pile driving equipment, ships, pile sinking positioning, inclination and the like are high when the steel pipe pile is sunk. The monitoring of the verticality and the change value of the steel pipe pile in the pile sinking process is directly related to the safety of wind power engineering. At present, when a steel pipe pile is sunk, one total station is erected on an extension line at the side of the pile, the other total station is arranged at 90 degrees, the two total stations are respectively fixed on a positioning platform through a support, and the top of the two total stations is leveled by a horizontal ruler during fixing; in the stage of sinking the steel pipe pile into the soil by self weight, observing once every 1m of sinking, and adjusting in time when exceeding the requirement, wherein the observation method is that a total station is aligned to the bottom edge of the pile at one side in the direction of 0 degrees, the total station is rotated clockwise to respectively observe the bottom edge of the pile at the other side and the angles of the two sides of the pile top, and the perpendicularity of the anchor pile is calculated according to the actually measured angle and the height of the anchor pile; and erecting two total stations in the other two directions of the anchor pile, and actually measuring the verticality of the anchor pile. The method is single, difficult in precision control, high in requirements on field conditions and technical requirements of measuring personnel, and incapable of all-weather measurement.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a verticality control system for steel pipe pile sinking, which has the advantages of convenience in use, simplicity in operation, intuitionistic display, no weather influence and the like, improves the construction efficiency of the steel pipe pile sinking, and reduces the working strength.
The purpose of the invention is realized as follows: a verticality control system for steel pipe pile sinking comprises a measuring device and an adjusting device; the measuring device comprises two portable inclinometers, a signal receiver and a computer, wherein,
each portable inclinometer comprises an inclinometer host, an inclination sensor, a communication module, a power supply module and a suction electromagnet, wherein the inclination sensor, the communication module and the power supply module are arranged in the inclinometer host, and the suction electromagnet is arranged on the outer surface of the inclinometer host; the inclination sensor can detect the inclination of the steel pipe pile in real time; the communication module can wirelessly send a measurement data signal; the power supply module provides power supplies for the inclination sensor, the communication module and the suction electromagnet;
the main inclinometers of the two portable inclinometers are respectively attached to the outer wall of the steel pipe pile in a 90-degree arrangement mode through the suction electromagnets;
the signal receiver is provided with an infinite transmission module, receives the measurement data signal sent by the inclination sensor and uploads the signal to a computer in real time;
the computer is provided with verticality measuring software which receives the signals uploaded by the signal receiver and obtains the inclination angle of the steel pipe pile after calculation;
the adjusting device comprises eight jacks arranged on the steel pipe pile positioning platform.
In the perpendicularity control system during pile sinking of the steel pipe pile, the communication module on the portable inclinometer is a 985 spread spectrum communication module; the suction force of the suction force electromagnet is 80 KG.
According to the verticality control system during pile sinking of the steel pipe pile, the verticality measuring software has an error alarming function, has an average measuring function when the steel pipe pile is unstable, has a measuring function of the steel pipe pile with gradually changed diameters, can calculate the actual angle of the steel pipe pile, and has a function of recording verticality data in real time in the steel pipe pile adjusting process.
The perpendicularity control system during pile sinking of the steel pipe pile comprises an upper platform and a lower platform, wherein the upper platform and the lower platform are respectively provided with four jacks at intervals of 90 degrees.
The verticality control system for the steel pipe pile in pile sinking has the following characteristics: adopt brand-new inclinometer who has contained high accuracy tilt sensor, this inclinometer has wireless communication module, magnetism is inhaled, independent power supply system, cooperation straightness measurement software that hangs down, have small, convenient to use, easy operation, show directly perceived, do not receive advantages such as weather effect, can high-efficient real-time detection steel-pipe pile's the straightness that hangs down, great improvement steel-pipe pile sinking in-process adjustment straightness's that hangs down speed and precision, can improve the efficiency of construction at steel-pipe pile sinking in-process, reduce working strength, guarantee that the pile body can be vertically driven into in the sea.
Drawings
Fig. 1 is a block diagram of a verticality control system for pile sinking of a steel pipe pile according to the present invention.
Fig. 2 is a schematic structural view of an adjusting device in the verticality control system in the pile sinking of the steel pipe pile according to the present invention.
Detailed Description
The invention will be further explained with reference to the drawings.
Referring to fig. 1 and 2, the verticality control system for steel pipe pile sinking of the present invention includes a measuring device 10 and an adjusting device 20; wherein the content of the first and second substances,
the measuring device 10 comprises two portable inclinometers 11, a signal receiver 12 and a computer 13;
each portable inclinometer comprises an inclinometer host 111, an inclination sensor 112, a communication module 113 and a power supply module 114 which are arranged in the inclinometer host 111, and an attraction electromagnet arranged on the outer surface of the inclinometer host 111; the inclination sensor 112 can detect the inclination of the steel pipe pile in real time, and the measurement accuracy of the inclination sensor reaches 0.01 degree; the communication module 113 adopts a 985 spread spectrum communication module, and can wirelessly transmit a measurement data signal; the power supply module 114 provides power supply for the inclination sensor 112, the communication module 113 and the suction electromagnet; the suction force of the suction electromagnet is 80 KG;
the inclinometer main machines 111 of the two portable inclinometers 11 are respectively attached to the outer wall of the steel pipe pile 30 in a 90-degree arrangement mode through suction electromagnets;
the signal receiver 12 is provided with an infinite transmission module, and the signal receiver 12 receives the measurement data signals sent by the inclination sensor 112 and uploads the signals to the computer 13 in real time;
the computer 13 is provided with verticality measuring software which receives the signals uploaded by the signal receiver 12 and obtains the inclination angle of the steel pipe pile after calculation; the verticality measuring software has an error alarming function, has an average measuring function when the steel pipe pile is unstable, has a measuring function of the steel pipe pile with gradually changed diameters, can calculate the actual angle of the steel pipe pile, and has a function of recording verticality data in real time in the steel pipe pile adjusting process.
The adjusting device comprises eight jacks 22 arranged on the steel pipe pile positioning platform 21; the steel pipe pile positioning platform 22 comprises an upper layer platform and a lower layer platform, and four jacks 22 are respectively arranged on the upper layer platform and the lower layer platform at intervals of 90 degrees.
According to the verticality control system during pile sinking of the steel pipe pile, when the steel pipe pile is sunk, the signal receiver 12 is connected with the computer 13, the verticality measuring software on the computer 13 is opened, then the two inclinometer main machines 111 are vertically leaned on the outer wall of the steel pipe pile 30, the power supply of the inclinometer is turned on, the inclinometer main machines 111 are automatically adsorbed on the steel pipe pile 30, and the verticality measuring software is turned on to display the real-time inclination angle of the steel pipe pile. And the field constructor mutually matches the eight jacks of the adjusting device according to the display gradient to adjust the verticality of the steel pipe pile.
According to the verticality control system during pile sinking of the steel pipe pile, the portable inclinometer is used for wirelessly sending the measurement signal during the pile sinking construction process of the steel pipe pile, and the computer receives, processes and displays the inclination angle of the steel pipe pile in real time, so that the high efficiency and accuracy of inclination control during the pile sinking process are ensured.
The verticality control system for the steel pipe pile sinking adopts a brand-new inclinometer comprising a high-precision inclination sensor, the inclinometer is provided with a wireless communication module, a magnetic attraction and an independent power supply system, is matched with verticality measurement software, has the advantages of small volume, convenience in use, simplicity in operation, visual display, no weather influence and the like, can efficiently detect the verticality of the steel pipe pile in real time, greatly improves the speed and the precision of adjusting the verticality in the steel pipe pile sinking process, can improve the working efficiency in the steel pipe pile sinking process, reduces the working strength and ensures that a pile body can be vertically driven into the sea.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention, and therefore all equivalent technical solutions should also fall within the scope of the present invention, and should be defined by the claims.
Claims (4)
1. A verticality control system for steel pipe pile sinking comprises a measuring device and an adjusting device; the measuring device comprises two portable inclinometers, a signal receiver and a computer, and is characterized in that,
each portable inclinometer comprises an inclinometer host, an inclination sensor, a communication module, a power supply module and a suction electromagnet, wherein the inclination sensor, the communication module and the power supply module are arranged in the inclinometer host, and the suction electromagnet is arranged on the outer surface of the inclinometer host; the inclination sensor can detect the inclination of the steel pipe pile in real time; the communication module can wirelessly send a measurement data signal; the power supply module provides power supplies for the inclination sensor, the communication module and the suction electromagnet;
the main inclinometers of the two portable inclinometers are respectively attached to the outer wall of the steel pipe pile in a 90-degree arrangement mode through the suction electromagnets;
the signal receiver is provided with an infinite transmission module, receives the measurement data signal sent by the inclination sensor and uploads the signal to a computer in real time;
the computer is provided with verticality measuring software which receives the signals uploaded by the signal receiver and obtains the inclination angle of the steel pipe pile after calculation;
the adjusting device comprises eight jacks arranged on the steel pipe pile positioning platform.
2. The system for controlling the verticality of the steel pipe pile during pile sinking according to claim 1, wherein the communication module on the portable inclinometer is a 985 spread spectrum communication module; the suction force of the suction force electromagnet is 80 KG.
3. The system for controlling the verticality during pile sinking of a steel pipe pile according to claim 1, wherein the verticality measuring software has an error alarm function, has an average measuring function when the steel pipe pile is unstable, has a measuring function of a gradually-variable diameter steel pipe pile, can calculate an actual angle of the steel pipe pile, and has a function of recording verticality data in real time during adjustment of the steel pipe pile.
4. The system for controlling the verticality during pile sinking of the steel pipe pile according to claim 1, wherein the steel pipe pile positioning platform comprises an upper platform and a lower platform, and the four jacks are respectively arranged on the upper platform and the lower platform at intervals of 90 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910998711.5A CN110700261A (en) | 2019-10-21 | 2019-10-21 | Verticality control system for steel pipe pile sinking |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910998711.5A CN110700261A (en) | 2019-10-21 | 2019-10-21 | Verticality control system for steel pipe pile sinking |
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| CN110700261A true CN110700261A (en) | 2020-01-17 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417324A (en) * | 2021-07-26 | 2021-09-21 | 蓝城乐居建设管理集团有限公司 | Core pile perpendicularity detection device of cement-soil core-inserting combined pile |
| CN114622556A (en) * | 2022-03-24 | 2022-06-14 | 中国电建市政建设集团有限公司 | AI image recognition-based CFG pile intelligent deviation rectifying method and device |
| CN115162431A (en) * | 2022-08-24 | 2022-10-11 | 上海公路桥梁（集团）有限公司 | Steel pipe pile perpendicularity monitoring system |
| CN115233678A (en) * | 2022-07-19 | 2022-10-25 | 中交四航局江门航通船业有限公司 | Tubular pile installation system, control method thereof, computer device and storage medium |
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| RU2139977C1 (en) * | 1997-03-24 | 1999-10-20 | Научно-технологический центр "Надымгазпром" | Method for control and adjustment of angle at sinking tubular pile into permafrost ground |
| CN104731079A (en) * | 2015-04-09 | 2015-06-24 | 沈阳日明自动化工程***有限公司 | Oil field data monitoring system and method |
| CN205224125U (en) * | 2015-11-10 | 2016-05-11 | 南京和筑建设有限公司 | Steel -pipe pile hangs down straightness and detects structure |
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2019
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Patent Citations (7)
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| CN104731079A (en) * | 2015-04-09 | 2015-06-24 | 沈阳日明自动化工程***有限公司 | Oil field data monitoring system and method |
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| CN108716912A (en) * | 2018-04-16 | 2018-10-30 | 上海同济检测技术有限公司 | Dual axis inclinometer verticality tracking measurement method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417324A (en) * | 2021-07-26 | 2021-09-21 | 蓝城乐居建设管理集团有限公司 | Core pile perpendicularity detection device of cement-soil core-inserting combined pile |
| CN113417324B (en) * | 2021-07-26 | 2022-11-11 | 蓝城乐居建设管理集团有限公司 | Core pile perpendicularity detection device of cement-soil core-inserting combined pile |
| CN114622556A (en) * | 2022-03-24 | 2022-06-14 | 中国电建市政建设集团有限公司 | AI image recognition-based CFG pile intelligent deviation rectifying method and device |
| CN114622556B (en) * | 2022-03-24 | 2023-08-08 | 中国电建市政建设集团有限公司 | Intelligent correction method and correction device for CFG pile based on AI image recognition |
| CN115233678A (en) * | 2022-07-19 | 2022-10-25 | 中交四航局江门航通船业有限公司 | Tubular pile installation system, control method thereof, computer device and storage medium |
| CN115162431A (en) * | 2022-08-24 | 2022-10-11 | 上海公路桥梁（集团）有限公司 | Steel pipe pile perpendicularity monitoring system |
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