CN208366333U - A kind of pile cover inclination measuring system - Google Patents

A kind of pile cover inclination measuring system Download PDF

Info

Publication number
CN208366333U
CN208366333U CN201820714926.0U CN201820714926U CN208366333U CN 208366333 U CN208366333 U CN 208366333U CN 201820714926 U CN201820714926 U CN 201820714926U CN 208366333 U CN208366333 U CN 208366333U
Authority
CN
China
Prior art keywords
measuring system
liquidometer
magnetostriction
pile
liquid level
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.)
Active
Application number
CN201820714926.0U
Other languages
Chinese (zh)
Inventor
马振江
杨三元
陈韬
刘璐
杨安韬
薛丹越
张继彪
龚权华
徐天洋
陆泽诚
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.)
CCCC Shanghai Harbour Engineering Design and Research Institute Co Ltd
Original Assignee
CCCC Shanghai Harbour Engineering Design and Research Institute 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 CCCC Shanghai Harbour Engineering Design and Research Institute Co Ltd filed Critical CCCC Shanghai Harbour Engineering Design and Research Institute Co Ltd
Priority to CN201820714926.0U priority Critical patent/CN208366333U/en
Application granted granted Critical
Publication of CN208366333U publication Critical patent/CN208366333U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The purpose of the utility model is to provide a kind of pile cover inclination measuring system, the measuring system includes: cap of single pile, liquidometer and liquid level cross over pipe;The liquidometer includes at least two magnetostriction liquidometers;The cap of single pile is cylindrical container, and the magnetostriction liquidometer is equipped in the opposite multiple cylindrical containers of the cylindrical container;The outer ring of the cap of single pile is equipped with the liquid level cross over pipe, the multiple magnetostriction liquidometers of liquid level cross over pipe connection.The inclination data under initial calibration state is calibrated to realize, improves the order of accuarcy in construction work.

Description

A kind of pile cover inclination measuring system
Technical field
The utility model relates to offshore wind farm field of engineering technology more particularly to a kind of pile cover inclination measuring systems.
Background technique
Offshore wind turbine generator foundation structure has gravity-type structure, high-rise pile cap structure, single pile structure, multi-pile structure, triangle Frame structure, jacket structure, floating structure etc..And single-pile foundation for offshore wind generation set structure is because its structure is simple, constructs week The advantages that phase is short, low cost, in wind-powered electricity generation construction at sea using more and more extensive, but the key of large diameter single tubular pole pile sinking Technology and difficult point are the control of single tube pile verticality, and single tube pile verticality is guarantee construction quality and blower operation phase safety one A important parameter, according to blower foundation construction technical requirement, steel-pipe pile pile sinking tolerance: position tolerance≤50cm, height Journey tolerance≤5cm, basis top flange levelness (stake axis inclination) deviation≤3 ‰.To the pile sinking of large diameter steel pipe pile More stringent requirements are proposed for technology, and to single tube pile verticality control in work progress, more stringent requirements are proposed, therefore initializes State needs to reach high requirement to the measurement at the inclination angle of pile cover.
Current most of construction enterprises carry out initialization survey to pile cover using the method for mounted angle instrument, but in reality Alignment point is needed in installation implementation process, since pile cover is bigger, finding center point and installation are all relatively cumbersome.
Utility model content
The purpose of the utility model is to provide a kind of pile cover inclination measuring systems, solve offshore construction since condition influences nothing Method is using the problem of the inclination angle of pile cover, realization is to the inclination data under initial calibration state under traditional inclinator measurement stationary state It is calibrated, improves the order of accuarcy in construction work.
In order to solve the above technical problems, one side according to the present utility model, provides a kind of pile cover inclination measuring system, The measuring system includes: cap of single pile, liquidometer and liquid level cross over pipe;
The liquidometer includes at least two magnetostriction liquidometers;
The cap of single pile is cylindrical container, and the mangneto is equipped in the opposite multiple cylindrical containers of the cylindrical container Flexible liquidometer;
The outer ring of the cap of single pile is equipped with the liquid level cross over pipe, the multiple magnetostriction of liquid level cross over pipe connection Liquidometer.
Further, the liquidometer includes four magnetostriction liquidometers, four magnetostriction liquidometers difference It is set in opposite four cylindrical container of the cylindrical container.
Further, the measuring system includes acquisition module, and the acquisition module and the magnetostriction liquidometer connect It connects, for acquiring the simulation numerical quantity of the magnetostriction liquidometer output.
Further, the measuring system includes wireless transport module and host computer, the wireless transport module with it is described Acquisition module connection, by collected analog quantity data transfer to the host computer, the host computer to the data received into Row processing.
Further, the magnetostriction liquidometer is set in the vertical pipe in the cylindrical container.
Further, the acquisition module includes board capture card.
Compared with prior art, the utility model provides a kind of pile cover inclination measuring system, and the measuring system includes: Cap of single pile, liquidometer and liquid level cross over pipe;The liquidometer includes at least two magnetostriction liquidometers;The cap of single pile For cylindrical container, the magnetostriction liquidometer is equipped in the opposite multiple cylindrical containers of the cylindrical container;The single pile The outer ring of pile cover is equipped with the liquid level cross over pipe, the multiple magnetostriction liquidometers of liquid level cross over pipe connection.To realize Inclination data under initial calibration state is calibrated, the order of accuarcy in construction work is improved.
Detailed description of the invention
By reading a detailed description of non-restrictive embodiments in the light of the attached drawings below, the utility model Other features, objects and advantages will become more apparent upon:
Fig. 1 shows the structural schematic diagram of pile cover inclination measuring system in an embodiment of the present invention;
Fig. 2 shows measure inclination angle measuring principle schematic diagram by liquidometer in an embodiment of the present invention.
The same or similar appended drawing reference represents the same or similar component in attached drawing.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
Fig. 1 shows the structural schematic diagram of pile cover inclination measuring system in an embodiment of the present invention, the measuring system It include: cap of single pile 1, liquidometer 2 and liquid level cross over pipe 3;The liquidometer 1 includes at least two magnetostriction liquidometers 2;Institute Stating cap of single pile 1 is cylindrical container, and the magnetostrictive liquid level is equipped in the opposite multiple cylindrical containers of the cylindrical container Meter 2;The outer ring of the cap of single pile 1 is equipped with the liquid level cross over pipe 3, the multiple magnetostriction of 3 connection of liquid level cross over pipe Liquidometer 2.In one embodiment of the application, the liquidometer includes four magnetostriction liquidometers, four magnetostriction Liquidometer is respectively arranged in opposite four cylindrical container of the cylindrical container.Here, measuring system is by being mounted on pile cover On four magnetostriction liquidometers and liquid level cross over pipe composition, it is opposite that four magnetostriction liquidometers are separately mounted to pile cover In four cylindrical containers, liquid level cross over pipe is fixedly mounted on the outer ring of pile cover, together four cylindrical container connection.From And when bolumn cap run-off the straight, because liquidometer be it is telescopic, still can accurately measure the vertical of run-off the straight where liquidometer For the liquid level of pipeline to pile cover distance from bottom, liquid level cross over pipe makes the liquid level of vertical pipe equal to the vertical height of horizontal plane, So as to which inclination angle is calculated.To meet offshore wind farm single-pile foundation structure construction requirement, realize to initial calibration shape Inclination data under state supervises calibration, improves the order of accuarcy in construction work.
As shown in Fig. 2, after pile cover is cut tiltedly, so that opposite two vertical pipe run-off the straights of installation liquidometer 2, and stake The liquid level cross over pipe 3 of cap outer ring makes the liquid level of two vertical measurement pipelines equal to the vertical height of horizontal plane, liquid level to stake The cylindrical container distance from bottom L1 of cap, L2 change.Wherein, the magnetostriction liquidometer 2 is set to the cylindrical container In interior vertical pipe, and then the magnetostriction liquidometer 2 by being installed in vertical pipe measures L1 and L2.By inclining for pile cover Oblique angle, i.e. angle between pile cover vertical center line and vertical line are denoted as ∠ 1, the line and two between two Relative vertical pipelines The angle of line composition between root canal road top is denoted as ∠ 2, wherein the distance between two Relative vertical pipelines are denoted as R, then According to ∠ 1=∠ 2=arctan (L1-L2)/R, ∠ 1 is calculated, obtains the calibration value of original state.
In one embodiment of the application, the measuring system includes acquisition module 4, the acquisition module 4 and the mangneto Flexible liquidometer 2 connects, the simulation numerical quantity exported for acquiring the magnetostriction liquidometer 2.Here, passing through acquisition module The simulation numerical quantity that 4 acquisition liquidometers 2 export can carry out subsequent by analog quantity data transfer to host computer, progress logarithm Amendment, storage etc..For the measurement and calibration preferably to pile cover inclination angle, the measuring system can also include wireless transmission Module 5 and host computer 6, the wireless transport module 5 are connect with the acquisition module 4, by collected analog quantity data transfer To the host computer 6, the host computer 6 handles the data received, wherein host computer can form for industrial personal computer, lead to It crosses relevant procedures and carries out data acquisition, amendment, processing and storage, the acquisition module can be board capture card, be suitable for sea Upper engineering meets offshore wind farm single-pile foundation structure construction requirement.
Pile cover inclination measuring system described herein, it is easy to operate, in the case where pile cover is bigger, also can avoid seeking Alignment point and installation bring troublesome operation.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in All changes in justice and range are included in the utility model.It should not treat any reference in the claims as limiting Related claim.Furthermore, it is to be understood that one word of " comprising " does not exclude other units or steps, odd number is not excluded for plural number.Device The multiple units or device stated in claim can also be implemented through software or hardware by a unit or device.The One, the second equal words are used to indicate names, and are not indicated any particular order.

Claims (6)

1. a kind of pile cover inclination measuring system, which is characterized in that the measuring system includes: cap of single pile, liquidometer and liquid level Cross over pipe;
The liquidometer includes at least two magnetostriction liquidometers;
The cap of single pile is cylindrical container, and the magnetostriction is equipped in the opposite multiple cylindrical containers of the cylindrical container Liquidometer;
The outer ring of the cap of single pile is equipped with the liquid level cross over pipe, the multiple magnetostrictive liquid levels of liquid level cross over pipe connection Meter.
2. measuring system according to claim 1, which is characterized in that the liquidometer includes four magnetostrictive liquid levels Meter, four magnetostriction liquidometers are respectively arranged in opposite four cylindrical container of the cylindrical container.
3. measuring system according to claim 1, which is characterized in that the measuring system includes acquisition module, described to adopt Collection module is connect with the magnetostriction liquidometer, for acquiring the simulation numerical quantity of the magnetostriction liquidometer output.
4. measuring system according to claim 3, which is characterized in that the measuring system includes wireless transport module and upper Position machine, the wireless transport module connect with the acquisition module, by collected analog quantity data transfer to the host computer, The host computer handles the data received.
5. measuring system according to claim 1, which is characterized in that the magnetostriction liquidometer is set to the cylindricality In vertical pipe in container.
6. measuring system according to claim 3, which is characterized in that the acquisition module includes board capture card.
CN201820714926.0U 2018-05-14 2018-05-14 A kind of pile cover inclination measuring system Active CN208366333U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820714926.0U CN208366333U (en) 2018-05-14 2018-05-14 A kind of pile cover inclination measuring system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820714926.0U CN208366333U (en) 2018-05-14 2018-05-14 A kind of pile cover inclination measuring system

Publications (1)

Publication Number Publication Date
CN208366333U true CN208366333U (en) 2019-01-11

Family

ID=64934590

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820714926.0U Active CN208366333U (en) 2018-05-14 2018-05-14 A kind of pile cover inclination measuring system

Country Status (1)

Country Link
CN (1) CN208366333U (en)

Similar Documents

Publication Publication Date Title
CN107388992A (en) A kind of towering tower measuring for verticality method based on 3 D laser scanning
CN105264386B (en) Float double airspeedometer-masts and Doppler
CN103389136B (en) Based on the outer floating roof metal tin method for measuring volume of three-dimensional laser scanning technique
CN112343774A (en) Large-scale model test system and manufacturing method of floating offshore wind power generation device
CN102538760B (en) Terrain data collection device and data collection method based on river work dynamic bed model
CN107144273A (en) The indoor measurement positioning system base station posture automatic compensating method sensed based on inclination angle
CN106352838B (en) Wind turbines tower verticality off-line checking method and verticality on-line monitoring method
CN103759708A (en) Method for measuring gradient of tower
CN106092059A (en) A kind of works Horizontal Displacement Monitoring Method based on multi-point fitting
CN105737751A (en) Vertical storage tank deformation monitoring system and method
CN206418474U (en) Bearing platform type oceanographic hydrological observation instrument
CN102589528B (en) Multi-temporal imaging island shoreline surveying method
CN113776498B (en) River bed settlement static force leveling system and method for river crossing tunnel construction
CN104198756B (en) A kind of piezoelectricity and the compound rate of flow of fluid direction measuring device of photoelectricity and its method
CN106813590A (en) External floating roof tank deformation detection method
CN107130650B (en) A kind of large-diameter pile axis verticality real-time monitoring system
CN105571562A (en) Method for detecting inclination angle and settlement change conditions of column or pile with time
CN208366333U (en) A kind of pile cover inclination measuring system
CN104297753A (en) Method for inversion of ocean surface wind direction through navigation radar images on basis of self-adaptation diminishing operator
CN202583463U (en) Sea wind measurer
Chen et al. Comprehensive application of multi-beam sounding system and side-scan sonar in scouring detection of underwater structures in offshore wind farms
CN102865853A (en) Rapid high-precision guiding method based on inclined base photoelectric tracking measuring equipment
CN102426010B (en) Method for generating variable resolution digital elevation model
CN202709994U (en) Transmission line sag calculation device
Murai et al. A study on an experiment of behavior of a SPAR type offshore wind turbine considering rotation of wind turbine blades

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant