CN109183865A - The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model - Google Patents

The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model Download PDF

Info

Publication number
CN109183865A
CN109183865A CN201811293195.8A CN201811293195A CN109183865A CN 109183865 A CN109183865 A CN 109183865A CN 201811293195 A CN201811293195 A CN 201811293195A CN 109183865 A CN109183865 A CN 109183865A
Authority
CN
China
Prior art keywords
verticality
real
time
stake machine
calculated
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.)
Pending
Application number
CN201811293195.8A
Other languages
Chinese (zh)
Inventor
沈礼伟
姜智耀
杨红
刘理想
许涛涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Tianchen Li Electronic Technology Co Ltd
Original Assignee
Nanjing Tianchen Li Electronic Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Tianchen Li Electronic Technology Co Ltd filed Critical Nanjing Tianchen Li Electronic Technology Co Ltd
Priority to CN201811293195.8A priority Critical patent/CN109183865A/en
Publication of CN109183865A publication Critical patent/CN109183865A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (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 present invention provides the method for showing real-time verticality is calculated using obliquity sensor combination stake machine model, comprising the following steps: step (1): bi-axial tilt angular transducer is installed on CFG machines;Step (2): receiving sensing data and combines sensor correction value, calculates the front and back of current pile pipe, lateral tilting inclined value in real time;Step (3): according to front and back, the tilting value of left and right, the verticality of current pile pipe is calculated in real time, and it in the inclination conditions of software interface real-time display all around, is adjusted convenient for stake machine manipulator, customer-centric of the present invention, improve supervision accuracy of the monitoring party for verticality of driving piles, the error artificially calculated is reduced, the construction quality of engineering is promoted, it is horizontal to improve construction technology.

Description

The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model
Technical field
The present invention relates to digitlization construction monitoring device fields, in particular to a kind of to utilize obliquity sensor combination stake machine mould Type calculates the method for showing real-time verticality.
Background technique
In recent years, the monitoring of national basis facility is like a raging fire in various regions, and more scientific construction technology monitoring means is to apply The guarantee of working medium amount, the real-time verticality of CFG ram machine construction piling monitor system and give birth to.
Flow monitoring system needs to be made straight down primarily directed to CFG this piling machines of machine currently on the market The machine of industry;
When operation, during construction, the verticality of stake machine can not supervise most CFG on the market in real time substantially Control uses the mode of plumbing in the piling incipient stage, and accuracy is poor, and efficiency is very low.
Summary of the invention
In order to solve above-mentioned insufficient defect, calculated the present invention provides a kind of using obliquity sensor combination stake machine model The method for showing real-time verticality, customer-centric of the present invention improve supervision accuracy of the monitoring party for verticality of driving piles, The error artificially calculated is reduced, the construction quality of engineering is promoted, it is horizontal to improve construction technology.
The present invention provides the methods for calculating the real-time verticality of displaying using obliquity sensor combination stake machine model, including with Lower step:
Step (1): bi-axial tilt angular transducer is installed on CFG machines;
Step (2): receiving sensing data and combines sensor correction value, calculates the front and back of current pile pipe in real time, left Right deviation inclined value;
Step (3): according to front and back, the tilting value of left and right calculates the verticality of current pile pipe, and in software circle in real time The inclination conditions of face real-time display all around are adjusted convenient for stake machine manipulator.
Above-mentioned method, wherein in step (2), sensing data is received by data receiver resolving module and is combined Sensor correction value calculates the front and back of current pile pipe, lateral tilting inclined value in real time.
Above-mentioned method, wherein in the step (3), hanging down for current pile pipe is calculated by algorithm computing module in real time Straight degree.
Above-mentioned method, wherein the data receiver resolves between module and the algorithm computing module by wired Mode is transmitted.
The invention has the following advantages: 1, customer-centric, improves supervision of the monitoring party for verticality of driving piles Accuracy reduces the error artificially calculated, promotes the construction quality of engineering, and it is horizontal to improve construction technology;2, on CFG machines Bi-axial tilt angular transducer is installed and, in conjunction with sensor correction value, calculates current pile pipe in real time by receiving sensing data Front and back, tilt, by software algorithm, according to front and back, the tilting value of left and right calculates the vertical of current pile pipe in real time Degree, and the inclination conditions in software interface real-time display all around are adjusted convenient for stake machine manipulator;3, it is vertical to solve scene Degree can not quick precise measurement the problem of;4, solve the problem of that manual measurement error is larger and can not correct in time.
Detailed description of the invention
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, the present invention and its feature, outer Shape and advantage will become more apparent upon.Identical label indicates identical part in all the attached drawings.Not deliberately proportionally Draw attached drawing, it is preferred that emphasis is show the gist of the present invention.
Fig. 1 is control unit connection figure provided by the invention.
Specific embodiment
In the following description, a large amount of concrete details are given so as to provide a more thorough understanding of the present invention.So And it is obvious to the skilled person that the present invention may not need one or more of these details and be able to Implement.In other examples, in order to avoid confusion with the present invention, for some technical characteristics well known in the art not into Row description.
In order to thoroughly understand the present invention, detailed step and detailed structure will be proposed in following description, so as to Illustrate technical solution of the present invention.Presently preferred embodiments of the present invention is described in detail as follows, however other than these detailed descriptions, this Invention can also have other embodiments.
Shown in referring to Fig.1, the present invention provides a kind of calculated using obliquity sensor combination stake machine model to show real-time hang down The method directly spent, comprising the following steps:
Step (1): bi-axial tilt angular transducer is installed on CFG machines;
Step (2): receiving sensing data and combines sensor correction value, calculates the front and back of current pile pipe in real time, left Right deviation inclined value;
Step (3): according to front and back, the tilting value of left and right calculates the verticality of current pile pipe, and in software circle in real time The inclination conditions of face real-time display all around are adjusted convenient for stake machine manipulator.
In a preferred but unrestricted embodiment of the invention, in step (2), module is resolved by data receiver and is received Sensing data simultaneously combines sensor correction value, calculates the front and back of current pile pipe, lateral tilting inclined value in real time.
In a preferred but unrestricted embodiment of the invention, in step (3), calculated in real time by algorithm computing module The verticality of current pile pipe.
In an of the invention preferred but unrestricted embodiment, data receiver resolve module and the algorithm computing module it Between transmitted by wired mode.
In the present invention, it solves the problem of to be difficult to control using accuracy when artificial estimation, and uses wire communication side Formula, and realize functions of the equipments diagnostic function;Product of the invention solves verticality real-time measurement, it is difficult to modified in real time to ask Topic, installation is simple and convenient, practical durable.
Customer-centric of the present invention improves supervision accuracy of the monitoring party for verticality of driving piles, reduces artificial calculate Error, promote the construction quality of engineering, it is horizontal to improve construction technology;Bi-axial tilt angle sensor is installed on CFG machines Device, in conjunction with sensor correction value, calculates the front and back of current pile pipe in real time, tilts, pass through by receiving sensing data Software algorithm, according to front and back, the tilting value of left and right calculates the verticality of current pile pipe, and real-time in software interface in real time The inclination conditions of display all around, are adjusted convenient for stake machine manipulator;Solving live verticality can not quickly precise measurement ask Topic;Solve the problem of that manual measurement error is larger and can not correct in time.
Presently preferred embodiments of the present invention is described above.It is to be appreciated that the invention is not limited to above-mentioned Particular implementation, devices and structures not described in detail herein should be understood as gives reality with the common mode in this field It applies;Anyone skilled in the art, without departing from the scope of the technical proposal of the invention, all using the disclosure above Methods and technical content many possible changes and modifications are made to technical solution of the present invention, or be revised as equivalent variations etc. Embodiment is imitated, this is not affected the essence of the present invention.Therefore, anything that does not depart from the technical scheme of the invention, foundation Technical spirit of the invention any simple modifications, equivalents, and modifications made to the above embodiment, still fall within the present invention In the range of technical solution protection.

Claims (4)

1. calculating the method for showing real-time verticality using obliquity sensor combination stake machine model, which is characterized in that including following Step:
Step (1): bi-axial tilt angular transducer is installed on CFG machines;
Step (2): receiving sensing data and combines sensor correction value, calculates the front and back of current pile pipe, lateral tilting in real time Inclined value;
Step (3): according to front and back, the tilting value of left and right calculates the verticality of current pile pipe in real time, and in software interface reality When display inclination conditions all around, adjusted convenient for stake machine manipulator.
2. as shown in claim 1 calculate the method for showing real-time verticality using obliquity sensor combination stake machine model, It is characterized in that, in step (2), sensing data is received by data receiver resolving module and combines sensor correction value, it is real When calculate the front and back of current pile pipe, lateral tilting inclined value.
3. the method for showing real-time verticality is calculated using obliquity sensor combination stake machine model as shown in claim 2, It is characterized in that, in the step (3), calculates the verticality of current pile pipe in real time by algorithm computing module.
4. the method for calculating the real-time verticality of displaying using obliquity sensor combination stake machine model as stated in claim 3, It is characterized in that, the data receiver, which resolves, to be transmitted between module and the algorithm computing module by wired mode.
CN201811293195.8A 2018-11-01 2018-11-01 The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model Pending CN109183865A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811293195.8A CN109183865A (en) 2018-11-01 2018-11-01 The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811293195.8A CN109183865A (en) 2018-11-01 2018-11-01 The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model

Publications (1)

Publication Number Publication Date
CN109183865A true CN109183865A (en) 2019-01-11

Family

ID=64941216

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811293195.8A Pending CN109183865A (en) 2018-11-01 2018-11-01 The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model

Country Status (1)

Country Link
CN (1) CN109183865A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924393A (en) * 2019-12-13 2020-03-27 三一重机有限公司 Method and device for correcting angle of hammer arm of pile driver and pile driver
CN112575783A (en) * 2020-11-27 2021-03-30 太重(天津)滨海重型机械有限公司 Hydraulic pile hammer body inclination measuring and displaying device
CN114703851A (en) * 2022-03-16 2022-07-05 中国黄金集团建设有限公司 Pile foundation positioning system
CN114964163A (en) * 2022-04-27 2022-08-30 中核核电运行管理有限公司 Device and method for measuring verticality of fixing sleeve of nuclear fuel loading and unloading machine

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010230482A (en) * 2009-03-27 2010-10-14 Penta Ocean Construction Co Ltd Device and method for measuring pile rebound quantity
CN206220095U (en) * 2017-03-20 2017-06-06 刘敏 A kind of verticality monitoring device of piling machine
CN207260145U (en) * 2017-05-05 2018-04-20 平阳县鹏伟机械有限责任公司 A kind of security piling machine
CN108130906A (en) * 2018-02-23 2018-06-08 长安大学 A kind of CFG ram machine constructions parameter monitoring system and monitoring method
CN207884893U (en) * 2018-02-23 2018-09-18 陕西西韩城际铁路有限公司 A kind of long-spiral drilling machine pile foundation construction parameter monitoring system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010230482A (en) * 2009-03-27 2010-10-14 Penta Ocean Construction Co Ltd Device and method for measuring pile rebound quantity
CN206220095U (en) * 2017-03-20 2017-06-06 刘敏 A kind of verticality monitoring device of piling machine
CN207260145U (en) * 2017-05-05 2018-04-20 平阳县鹏伟机械有限责任公司 A kind of security piling machine
CN108130906A (en) * 2018-02-23 2018-06-08 长安大学 A kind of CFG ram machine constructions parameter monitoring system and monitoring method
CN207884893U (en) * 2018-02-23 2018-09-18 陕西西韩城际铁路有限公司 A kind of long-spiral drilling machine pile foundation construction parameter monitoring system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924393A (en) * 2019-12-13 2020-03-27 三一重机有限公司 Method and device for correcting angle of hammer arm of pile driver and pile driver
CN112575783A (en) * 2020-11-27 2021-03-30 太重(天津)滨海重型机械有限公司 Hydraulic pile hammer body inclination measuring and displaying device
CN114703851A (en) * 2022-03-16 2022-07-05 中国黄金集团建设有限公司 Pile foundation positioning system
CN114703851B (en) * 2022-03-16 2024-05-10 中国黄金集团建设有限公司 Pile foundation positioning system
CN114964163A (en) * 2022-04-27 2022-08-30 中核核电运行管理有限公司 Device and method for measuring verticality of fixing sleeve of nuclear fuel loading and unloading machine

Similar Documents

Publication Publication Date Title
CN109183865A (en) The method for showing real-time verticality is calculated using obliquity sensor combination stake machine model
CN104835141B (en) The mobile terminal and method of three-dimensional model are established in a kind of laser ranging
WO2019051961A1 (en) Pipeline detection method and apparatus, and storage medium
JP2017172316A (en) Shovel
CN105427451B (en) Inclined method and system during one kind detection bank note note distribution
CN105069784B (en) A kind of twin camera target positioning mutually checking nonparametric technique
CN106679626B (en) Real-time monitoring method and system for inclination and collapse of communication iron tower
CN111878174B (en) High-speed railway tunnel lining block dropping video monitoring method and device
CN104142786B (en) A kind of prompting frame display methods and terminal
CN112254660B (en) Tunnel intelligent monitoring and measuring information integration and early warning system
CN106304163A (en) The determination method of a kind of wifi antenna performance exception and terminal
JPWO2017159744A1 (en) Excavator
JP2016197014A (en) Building damage intensity estimating system, and method
CN116678337A (en) Image recognition-based bridge girder erection machine girder front and rear pivot point position height difference and girder deformation monitoring and early warning system and method
CN109269486B (en) Vibration-corrected total station displacement monitoring method
CN113653107B (en) Foundation pit monitoring method and system based on 5G + informatization
CN114991225A (en) Deep foundation pit deformation monitoring method and device and server
CN115019254A (en) Method, device, terminal and storage medium for detecting foreign matter invasion in power transmission area
CN109292657B (en) Obstacle avoidance early warning method for tower crane
CN104613896A (en) Method for enhancing spatial resolution of three-dimensional laser scanning
CN109579688A (en) A kind of method of ram machine construction piling superfilled alarm in real time
CN110016915A (en) CFG ram machine construction driving depth monitors system
CN109141514A (en) A kind of building safety detection method
CN107851391B (en) Step detection device and step detection method
CN109162304A (en) A method of it is deep that real-time stake is calculated using AVR combination stake machine model

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190111