CN106168478A - A kind of method of the Three-direction deformation of Deformation Monitoring seam both sides agent structure - Google Patents
A kind of method of the Three-direction deformation of Deformation Monitoring seam both sides agent structure Download PDFInfo
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- CN106168478A CN106168478A CN201610783237.0A CN201610783237A CN106168478A CN 106168478 A CN106168478 A CN 106168478A CN 201610783237 A CN201610783237 A CN 201610783237A CN 106168478 A CN106168478 A CN 106168478A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
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Abstract
The method of the Three-direction deformation of the Deformation Monitoring seam both sides agent structure that the present invention provides, its Deformation Monitoring seam both sides agent structure is in vertical, the first horizontal direction and the change in displacement of second horizontal direction vertical with the first horizontal direction, it comprises the following steps: S1, movement joint both sides agent structure determines position, monitoring point, the finishing layer on cleaning agent structure surface and appurtenance, expose the member body in agent structure;S2, installs monitoring device;S3, gathers data and carries out data process.It uses a double-shaft tilt angle sensor and the mode of a displacement monitoring component, and the deflection in tri-directions of X, Y, Z of Deformation Monitoring seam both sides agent structure, simple to operate, Monitoring Data is accurate.
Description
Technical field
The method that the present invention relates to the Three-direction deformation of a kind of Deformation Monitoring seam both sides agent structure.
Background technology
Due to engineerings such as large-scale construction of structures engineering or subterranean tunnels in use, by periphery construction, naturally drop
Water, earthquake, blast etc. are artificial or the impact of natural cause, and the differential settlement occurred in various degree known from experience by foundation soil or the soil body moves
Moving, the agent structure of engineering can occur entirety or the sedimentation and deformation of local.For structural safety, in engineering design and construction process
In, all can be arranged as required to the movement joint of the types such as aseismatic joint, subsiding crack, expansion joint.When deforming, movement joint both sides
Structural elements in vertical and two horizontal direction generation Relative Displacement shiftingizations, the vertical changing of the relative positions (Z-direction phase para-position can i.e. occur
Move), the horizontal changing of the relative positions (X-direction relative displacement, the change in displacement of the i.e. first horizontal direction), level interval change (Y-direction phase para-position
Move, the change in displacement of the i.e. second horizontal direction).Monitoring means to the agent structure deformation of Engineering Structure Distortion seam both sides at present
For: installation position each with vertical direction displacement sensor or slit gauge in the horizontal direction, both sides body junction is directly measured by sensor
The relative deformation of structure.
At present, the device of the Three-direction deformation of Deformation Monitoring seam both sides agent structure is following two kinds: 1. Deformation Monitoring seam two
(Y-direction is relative for the vertical changing of the relative positions of side agent structure (Z-direction relative displacement), the horizontal changing of the relative positions (X-direction relative displacement) and spacing change
Displacement) time, two horizontal displacement sensors to be set at deformation joint, a vertical displacement sensor, and by sensor two ends
It is separately fixed in the structure of movement joint both sides, catches the relative shift of movement joint both sides agent structure.2. by three displacements
Sensor is installed radially and stitches both sides in malformation, when structure deforms, by the angle between three sensors
With Sensor monitoring to data calculate, draw structure deflection in three directions.
Above-mentioned prior art is primarily present following two point defects: (1) for above-mentioned scheme 1., due to existing sensing
The mounting bracket of device is all integrally fixed in the agent structure of both sides, when there is the relative changing of the relative positions in movement joint both sides agent structure, and sensing
Device can occur systematic error, causes Monitoring Data to be made mistakes.As a example by only there is the X-direction changing of the relative positions, the horizontal position that deformation joint is arranged
Displacement sensor can occur stretching or contraction distortion, and the data monitored are X-direction sliding deformation amounts accurately, but simultaneously as
Y, Z two direction displacement transducer two mount points between position there occurs change, distance between mount point becomes big, displacement
Sensor there will be stretcher strain, and the display structure of mistake exists Y-direction and the Z-direction changing of the relative positions at generation X while the changing of the relative positions.In like manner,
When only there is Y-direction or Z-direction deformation, the displacement transducer in other two directions also can show and there occurs deformation.And occurring two
Or during the deformation in three directions, the data of sensor there will be bigger error, and then influence technique personnel are to structure detection number
According to accurate analysis.(2) it addition, the deformation that 2. 1. above-mentioned current art scheme and monitor three directions need to use three sensors
Being monitored three directions respectively, the data acquisition of three sensors needs to take three data channel on Acquisition Instrument.Simultaneously
Monitoring device takes up room the biggest, and after installation, the utilization to space can affect.
Summary of the invention
For the above-mentioned technical problem overcoming prior art to exist, the invention provides a kind of Deformation Monitoring seam both sides body junction
The method of the Three-direction deformation of structure, it uses a double-shaft tilt angle sensor and the mode of a displacement monitoring component, Deformation Monitoring
The deflection in tri-directions of X, Y, Z of seam both sides agent structure, solves the systematic error problem of above-mentioned prior art.
The technical scheme is that the three-dimensional of a kind of Deformation Monitoring seam both sides agent structure
The method of deformation, its Deformation Monitoring seam both sides agent structure is in vertical, the first horizontal direction and vertical with the first horizontal direction
The change in displacement of the second horizontal direction, it comprises the following steps:
S1, determines position, monitoring point in the agent structure of movement joint both sides, the finishing layer on cleaning agent structure surface and attached
Belong to thing, expose the member body in agent structure;
S2, installs monitoring device
First support is arranged in the agent structure of the first side in movement joint both sides, the second support is arranged on described
In the agent structure of the second side in movement joint both sides;
Displacement monitoring component is arranged on displacement monitoring support, and described displacement monitoring support is arranged on the first support
With on the second support;
Sensor installing plate is installed on the top of connecting shaft, and double-shaft tilt angle sensor is arranged on sensor installing plate
On, two the monitoring direction of principal axis making double-shaft tilt angle sensor are parallel with the long limit of sensor installing plate and broadside respectively;
Displacement monitoring component is connected with data acquisition unit by holding wire respectively with double-shaft tilt angle sensor;
S3, gathers data and carries out data process
According to the data gathered, calculate movement joint both sides agent structure sliding deformation amount on vertical, the first level side
Spacing variable quantity in sliding deformation amount upwards and the second horizontal direction.
On the basis of technique scheme, the present invention also can do following improvement.
Further, described first support includes that the first horizon bar, the first end of described first horizon bar are provided with installation axle,
One end that described installation axle is not connected with described first horizon bar is connected with described connecting shaft;On described installation axle radially just
To the first pin-and-hole being provided with for installing the first spacer pin;Along the direction vertical with its bearing of trend on described first horizon bar
It is provided with the through hole for installing described displacement monitoring support.
Further, the agent structure of the first side during the second end of described first horizon bar is arranged on described movement joint both sides
On.
Further, described first support also includes that the first vertical bar, the described first vertical bar hang down with described first horizon bar
Directly, the first end of the described first vertical bar is connected with described first horizon bar;Second end of the described first vertical bar is arranged on institute
State in the agent structure of the first side in movement joint both sides.
Further, described second support includes the second horizon bar, along vertical with its bearing of trend on described second horizon bar
Direction be arranged at intervals with two for installing the keyway of trapezoidal key and one for installing the installation of described displacement monitoring support
Groove, described mounting groove is positioned at the same side of two described keyways;Two parallel edges of described trapezoidal key are erected in described keyway,
And the length of any one parallel edges of described trapezoidal key is more than the degree of depth of described keyway.
Further, the agent structure of the second side during one end of described second horizon bar is arranged on described movement joint both sides
On.
Further, described second support also includes that the second vertical bar, the described second vertical bar hang down with described second horizon bar
Directly, and the first end of the described second vertical bar is connected with described second horizon bar;Second end of the described second vertical bar is arranged on
In the agent structure of the second side in described movement joint both sides.
Further, described displacement monitoring support includes the first montant and the second montant be arrangeding in parallel, described displacement monitoring
Component is arranged on described first montant and described second montant, and vertical with described first montant and the second montant;Described
One montant is arranged in described through hole away from one end of described displacement monitoring component, and described first montant and described first level
Bar produces the relative displacement in vertical direction and the relative displacement in the first horizontal direction, and described second montant is away from described displacement
One end of monitoring component is arranged in described mounting groove.
Further, described connecting shaft includes metallic rod, metal sleeve and is arranged on the metal on described metal sleeve outer wall
Batten;The end of described metallic rod is provided with, along the direction vertical with its bearing of trend, the peace matched with described installation axle
Dress hole, so that described installation axle is arranged in described installing hole;Along the direction vertical with its bearing of trend in described metallic rod
It is provided with the second pin-and-hole for installing the second spacer pin and for installing the 3rd pin-and-hole of the 3rd spacer pin;Described metallic rod
Second end passes described metal sleeve, and limits described metal sleeve by described second spacer pin and described 3rd spacer pin
Position;The plane of described metal batten is parallel with the axis of described metal sleeve, and described metal batten is arranged at described sensing
On the lower surface of device installing plate.
Further, an edge of described sensor installing plate be arranged at intervals with two for the screw installing bolt, and
It is installed on the trapezoidal key one_to_one corresponding described with two respectively of the bolt in two described screws, and the bottom of described bolt is with described
The contact of incline plane of trapezoidal key.
Further, movement joint both sides agent structure is in the first horizontal direction second level vertical with the first horizontal direction
The computing formula of direction and vertical change in displacement is:
A=(L+c) tg α,
Wherein, L is the level interval between the cross-section center of the first horizon bar and the second horizon bar,For connecting shaft axle
The horizontal range of the contact point of the heart and bolt-trapezoidal key, ψ is trapezoidal key inclined-plane and horizontal plane angle, and a is movement joint both sides main bodys
Structure sliding deformation amount on vertical, b is movement joint both sides agent structure sliding deformation amount in the first horizontal direction, c
For movement joint both sides agent structure spacing variable quantity in the second horizontal direction, α is that double-shaft tilt angle sensor is along the first level
The angle variable quantity that direction rotates, β is along the second horizontal direction rotational angle variable quantity, and d is the elongation of displacement monitoring component or contracting
Short variable quantity.
Compared with prior art, the method for the Three-direction deformation of the Deformation Monitoring seam both sides agent structure that the present invention provides, its
Have the advantages that (1) present invention uses double-shaft tilt angle sensor can monitor the first horizontal direction and vertical direction simultaneously
Change in displacement, take up room little, it is simple to install and safeguard;(2) double-shaft tilt angle sensor of the present invention and displacement monitoring component
Connection with movement joint both sides agent structure be all indirectly, the connection of free-standing, when movement joint both sides agent structure occur
During relative displacement, double-shaft tilt angle sensor and displacement monitoring component will not be produced rigid pullling, thus can avoid owing to lacking
Deformability two causes the Systematic Errors of Monitoring Data;(3) the invention provides the first support of two kinds of structures and two kinds of knots
Second support of structure, can be respectively used to be arranged on the horizontal plane of movement joint both sides agent structure or on vertical plane.
Accompanying drawing explanation
The flow chart of the method for the Three-direction deformation of the Deformation Monitoring seam both sides agent structure that Fig. 1 provides for the present invention;
Fig. 2,3 it is the structural representation of device of Three-direction deformation of the Deformation Monitoring seam both sides agent structures that the present invention provides
Figure;
The structural representation of the first support that Fig. 4 to 6 provides for the present invention;
The structural representation of the second support that Fig. 7 to 9 provides for the present invention;
The structural representation of the displacement monitoring support that Figure 10 provides for the present invention;
The structural representation of the connecting shaft that Figure 11 provides for the present invention;
The structural representation of the sensor installing plate being provided with double-shaft tilt angle sensor that Figure 12 provides for the present invention.
Figure explanation:
1-movement joint both sides agent structure, 1-1-movement joint, 2-double-shaft tilt angle sensor, 3-displacement monitoring component, 4-
One support, 4-1-the first horizon bar, the vertical bar of 4-2-first, 5-the second support, 5-1-the second horizon bar, 5-2-second is vertical
Bar, 6-displacement monitoring support, 7-sensor installing plate, 8-connecting shaft, 9-installs axle, 10-the first pin-and-hole, 11-through hole, 12-key
Groove, 13-mounting groove, 14-the first montant, 15-the second montant, 16-metallic rod, 17-metal sleeve, 18-metal batten, 19-pacifies
Dress hole, 20-the second pin-and-hole, 21-the 3rd pin-and-hole, the trapezoidal key of 22-.
Detailed description of the invention
As it is shown in figure 1, the method that the Deformation Monitoring that the present invention provides stitches the Three-direction deformation of both sides agent structure, it monitors change
Shape seam both sides agent structure is in vertical, the first horizontal direction and the phase para-position of second horizontal direction vertical with the first horizontal direction
Moving change, it comprises the following steps:
S1, determines position, monitoring point in the agent structure of movement joint both sides, the finishing layer on cleaning agent structure surface and attached
Belong to thing, expose the member body in agent structure;
S2, installs monitoring device
First support is arranged in the agent structure of the first side in movement joint both sides, the second support is arranged on described
In the agent structure of the second side in movement joint both sides;
Displacement monitoring component is arranged on displacement monitoring support, and described displacement monitoring support is arranged on the first support
With on the second support;
Sensor installing plate is installed on the top of connecting shaft, and double-shaft tilt angle sensor is arranged on sensor installing plate
On, two the monitoring direction of principal axis making double-shaft tilt angle sensor are parallel with the long limit of sensor installing plate and broadside respectively;
Displacement monitoring component is connected with data acquisition unit by holding wire respectively with double-shaft tilt angle sensor;
S3, gathers data and carries out data process
According to the data gathered, calculate movement joint both sides agent structure sliding deformation amount on vertical, the first level side
Spacing variable quantity in sliding deformation amount upwards and the second horizontal direction is.
Displacement monitoring component therein can be displacement transducer or slit gauge, it is preferable that selects slit gauge to supervise as displacement
Surveying component, crack is calculated as telescopic structure, and it can stitch both sides agent structure spacing variable quantity by Deformation Monitoring, and precision is not less than
0.1mm, range is not less than 30mm.Double-shaft tilt angle sensor therein monitors the angle change in two horizontal quadrature directions simultaneously,
Precision should be not less than 0.05 °, and range is not less than 10 °.
The concrete device that the method for the Three-direction deformation that the invention provides Deformation Monitoring seam both sides agent structure is used, and
The method describing the Three-direction deformation of Deformation Monitoring seam both sides agent structure for concrete device.
It should be noted that combine the description of background technology, the first horizontal direction therein is X-direction, the second level
Direction is Y-direction, and vertical direction is Z-direction.Displacement monitoring component therein can stitch both sides agent structure at Y by Deformation Monitoring
The change in displacement in direction, the i.e. change of the level interval of movement joint both sides agent structure;Double-shaft tilt angle sensor therein
Deformation Monitoring seam both sides agent structure is in the change in displacement of X-direction, the i.e. position of the movement joint both sides agent structure occurred level changing of the relative positions
Moving, also can stitch the both sides agent structure change in displacement in Z-direction by Deformation Monitoring, i.e. movement joint both sides agent structure is in short transverse
The displacement changing of the relative positions of upper generation.
As shown in Figure 2,3, the device of the Three-direction deformation of Deformation Monitoring seam both sides agent structure includes double-shaft tilt angle sensor
2, displacement monitoring component the 3, first support the 4, second support 5, displacement monitoring support 6, sensor installing plate 7 and connecting shaft 8;Described
Double-shaft tilt angle sensor 2 is arranged on the upper surface of described sensor installing plate 7, is used for monitoring described movement joint both sides body junction
Structure 1 is in the first horizontal direction and the change in displacement of the second vertical direction;Described displacement monitoring component 3 is arranged on described displacement monitoring
On support 6, for monitoring the described movement joint both sides agent structure change in displacement in the second horizontal direction;Described first support 4
Being separately mounted in described movement joint both sides agent structure 1 with the second support 5, described displacement monitoring support 6 is arranged on described
On one support 4 and the second support 5;Described sensor installing plate 7 is arranged in described connecting shaft 8, described connecting shaft 8 and described the
One support 4 connects.As it is shown on figure 3,1-1 show movement joint in figure, 1 show movement joint both sides agent structure.
As shown in Figure 4, this first support 4 is " one " font, and its material is rustless steel, and the diameter of the first support 4 can be
10mm, i.e. this first support 4 include that the first horizon bar 4-1, first end of described first horizon bar 4-1 are provided with installation axle 9, institute
State and one end of not being connected with described first horizon bar 4-1 of axle 9 is installed is connected with described connecting shaft 8;The second of first horizon bar 4-1
End is arranged in the agent structure of the first side in described movement joint both sides, on post, wall or plate.The axle of installation axle 9 therein
Surfacing is smooth, and is processed by shot blasting, it is possible to carry out other technical finesses reducing coefficient of friction.It is perpendicular when installing surface
Xiang Shike uses the first support 4 being somebody's turn to do " one " font.
As shown in Figure 5,6, this first support 4 is " Г " shape or "T"-shaped, i.e. this first support 4 includes the first horizon bar 4-
1 and the first vertical bar 4-2, first end of the described first vertical bar 4-2 is connected with described first horizon bar 4-1;Described first erects
4-2 second end of straight-bar is arranged in the agent structure of the first side in described movement joint both sides, on post, wall or plate;Described
First end of the first horizon bar 4-1 is provided with installation axle 9, one end that described installation axle 9 is not connected with described first horizon bar 4-1
It is connected with described connecting shaft 8.The axle surfacing of installation axle 9 therein is smooth, and is processed by shot blasting, it is possible to carry out other falls
The technical finesse of low-friction coefficient.This " Г " shape or the first "T"-shaped support 4 can be used when installing surface and being horizontal plane.
For ease of connecting shaft 8 and the connection installing axle 9 being arranged on the first support 4, along its footpath on installation axle 9 therein
It is provided with the first pin-and-hole 10 for installing the first spacer pin to direction, connecting shaft 8 can be limited to by this first spacer pin
Install on the certain position of axle 9, it is simple to the installation of connecting shaft 8.It is installed on this first support 4 for ease of displacement monitoring support,
Also can be provided with for installing described displacement monitoring support along the direction vertical with its bearing of trend on the first horizon bar 4-1
Through hole 11.
As it is shown in fig. 7, this second support 5 is " one " font, diameter can be 20mm, i.e. this second support 5 includes the second water
Flat bar 5-1, on described second horizon bar 5-1 along the direction vertical with its bearing of trend be arranged at intervals with two trapezoidal for installing
The keyway 12 of key 22 and a mounting groove 13 being used for installing described displacement monitoring support, described mounting groove 13 is positioned at described in two
The same side of keyway 12;Two parallel edges of described trapezoidal key 22 are erected in described keyway 12, and described trapezoidal key 22 appoint
The length of one parallel edges is more than the degree of depth of described keyway 12.One end of this second horizon bar 5-1 is arranged on described movement joint two
In the agent structure of the second side in side, on post, wall or plate.
As shown in Figure 8,9, this second support 5 is " Г " shape or "T"-shaped, i.e. this first support 5 includes the second horizon bar 5-1
With the second vertical bar 5-2, the described second vertical bar 5-2 is vertical with described second horizon bar 5-1, and the described second vertical bar 5-2
The first end be connected with described second horizon bar 5-1;Second end of the described second vertical bar 5-2 is arranged on described movement joint both sides
In the second side agent structure on;It is arranged at intervals with along the direction vertical with its bearing of trend on described second horizon bar 5-1
Two for installing the keyways 12 of trapezoidal key 22 and one for installing the mounting groove 13 of described displacement monitoring support, described installation
Groove 13 is positioned at the same side of two described keyways 12.The size of two keyways 12 therein meets firmly installs wanting of trapezoidal key 22
Ask, and in groove each smooth, the such as keyway degree of depth can be at least 3mm, and length can be 25mm, and width can be at least 10mm.Trapezoidal
Key 22 is suitable with keyway 12, and this trapezoidal key 22 can be stainless steel, is shaped as right-angled trapezium, and trapezoidal waist is the most trapezoidal
Article two, the angle of non-parallel side is 10 °-15 °, and key thickness can be not less than 10mm, the trapezoidal end, the length of two the most trapezoidal parallel edges
Degree can be at least 5mm, and is all higher than or equal to the degree of depth of keyway 12 on the second support 5, when trapezoidal key 22 is installed, by trapezoidal key 22
Two parallel edges erect and be installed in keyway 12, trapezoidal key 22 inclined-plane flat smooth, and being processed by shot blasting, it is possible to carry out it
He reduces the technical finesse of coefficient of friction.Mounting groove 13 distance two keyway intermediate point therein can be 60mm to 70mm, this installation
Groove 13 can be the length of side can be the square groove of 6mm or long square groove, the degree of depth can be 15mm, it is simple to install displacement monitoring support.
Furthermore, as shown in Figure 10, displacement monitoring support therein includes the first montant 14 and the second montant be arrangeding in parallel
15, described displacement monitoring component 3 is arranged on described first montant 14 and described second montant 15, and with described first montant 14
Vertical with the second montant 15;Preferably, use slit gauge as displacement monitoring component, wherein one end of slit gauge is erected with first
First end of bar 14 connects, by the first end connection of the other end of slit gauge with the second montant 15, and the of described first montant 14
One end is on same level line with the first end of the second montant 15;Second end of described first montant 14, the most described first erects
Bar 14 is arranged in described through hole 11 away from one end of described displacement monitoring component 3;Second end of described second montant 15, i.e. institute
State the second montant 15 to be arranged in described mounting groove 13 away from one end of described displacement monitoring component 3.First montant 14 therein
Can be the round bar of 3mm for diameter, length can be 35mm, and surface is processed by shot blasting, it is possible to carries out other and reduces coefficient of friction
Technical finesse, pierces into this bar during installation in the through hole 11 of the first horizon bar 4-1, preferably can be located at the interposition of through hole 11
Put, the first montant 14 can be made to produce the relative displacement in Z-direction and the phase para-position in X-direction with described first horizon bar 4-1
Move;Second montant 15 therein is square metal bar, a length of 40mm, mounting groove 13 phase in sectional dimension and the second support 5
Coordinate, can be fixedly attached on the second support 5.
When movement joint both sides agent structure is subjected to displacement change in X-direction, the first support 4 with agent structure in X-direction
Upper movement, because the first montant 14 is arranged in the through hole of the first support 4 so that the first horizon bar 4-1 and the first montant 14 are in X side
To relative movement occurs, when the first support 4 produces change in displacement because of movement joint both sides agent structure in X-direction and moves, the
One montant 14 then will not move, and being therefore arranged at the displacement monitoring component on the first montant 14 and the second montant 15 then will not be by
Stretching or shortening, thus the inaccurate problem of monitoring result of displacement monitoring component can be avoided.In like manner, when movement joint both sides main body
Structure is when Z-direction is subjected to displacement change, and the first support 4 moves in z-direction with agent structure, because the first montant 14 is arranged on
In the through hole of the first support 4 so that the first horizon bar 4-1 and the first montant 14 occur relative movement in z-direction, at first
Frame 4 is because movement joint both sides agent structure is when Z-direction produces change in displacement and moves, and the first montant 14 then will not move, therefore
The displacement monitoring component being arranged on the first montant 14 and the second montant 15 will not be stretched or shorten, thus displacement can be avoided to supervise
Survey the inaccurate problem of monitoring result of component.
As shown in figure 11, connecting shaft 8 therein includes metallic rod 16, metal sleeve 17 and is arranged on described metal sleeve 17
Metal batten 18 on outer wall;The end of described metallic rod 16 is provided with the installing hole 19 matched with described installation axle 8,
So that described installation axle 8 is arranged in described installing hole 19;Along the direction vertical with its bearing of trend in described metallic rod 16
It is provided with the second pin-and-hole 20 for installing the second spacer pin and for installing the 3rd pin-and-hole 21 of the 3rd spacer pin;Described metal
Second end of bar 16 passes described metal sleeve 17, and limits described gold by described second spacer pin and described 3rd spacer pin
Belong to the position of sleeve 17;The plane of described metal batten 18 is parallel with the axis of described metal sleeve 17, and described metal batten
On 18 lower surfaces being arranged at described sensor installing plate 7.Metallic rod 16 diameter therein can be 10mm, length can be 50mm extremely
80mm, surface is processed by shot blasting, it is possible to carry out other technical finesses reducing coefficient of friction, metallic rod 16 is arranged and can be screwed into
The second fixing spacer pin and the 3rd spacer pin;The end of metallic rod 16 is provided with the peace matched with described installation axle 9
Dress hole 19, hole inwall is smooth and is processed by shot blasting, it is possible to carry out other technical finesses reducing coefficient of friction, aperture and first
The external diameter installing axle 9 on support 4 matches, and metallic rod 16 can be made to rotate around installing axle 9, by the on the first support 4
One spacer pin is limited on the first support 4;Metallic rod 16 second end penetrates metal sleeve 17, can be by the second limit in metallic rod 16
Position pin and the 3rd spacer pin limit the position of metal sleeve 17, and the internal diameter of metal sleeve 17 closes with the diameter compatible of metallic rod 16,
Wall thickness can be 2mm to 3mm, and length can be 20mm, and inwall is processed by shot blasting, can make between metal sleeve 17 and metallic rod 16
Relative movement can be produced in the Y direction;On metal sleeve 17 size of metal batten 18 can be 10mm × (40mm to 50mm) ×
2mm, is welded on metal sleeve 17, and surface is straight, distortion free, and the axle of the plane of metal batten 18 and metal sleeve 17
Line is parallel, and is arranged on the lower surface of described sensor installing plate 7 by this this metal batten 18.
As shown in figure 12, an edge of sensor installing plate 7 be arranged at intervals with two for the screw installing bolt, and
It is installed on trapezoidal key 22 one_to_one corresponding described with two respectively of the bolt in two described screws, and the bottom of described bolt and institute
State the contact of incline plane of trapezoidal key 22.Preferably, this sensor installing plate 7 is aluminium material, rectangle, and minor face senses with double-shaft tilt angle
Device 2 equivalently-sized, long limit than double-shaft tilt angle sensor 2 size can 15mm to 20mm greatly, thickness of slab can be 2mm to 3mm.Twin shaft inclines
Angle transducer 2 can be installed by other bolt or adhesive is pasted onto on sensor installing plate 7 reliably, sensor installing plate
The side minor face of 7, such as, can bore two screwed holes at edge 5mm, and aperture can be 5mm to 8mm, in these two screwed holes respectively
Installing bolt, bolt diameter therein closes with sensor installing plate 7 upper screwed hole diameter compatible, and bolt nut is arranged on
On sensor installing plate 7, length can be 20mm, with bolt with the use of nut thickness less than 3mm, external diameter is not more than
10mm, bolt edges at two ends is done fillet and is processed, and is processed by shot blasting, it is possible to carry out other technical offices reducing coefficient of friction
Reason.
When installing this sensor installing plate 7 so that the bottom of the bolt in two screwed holes and two on the second support 5
The contact of incline plane of individual keyway 12, and ensure that the bottom of two bolts is on same level line.When movement joint both sides agent structure
When X-direction is subjected to displacement change, the first support 4 and the second support 5 are subjected to displacement change the most therewith so that sensing
There is relative displacement with the trapezoidal key 22 being arranged on the second support 5 in device installing plate 7, thus changes sensor in the X direction
Two bolts on installing plate 7 and the contact point on two trapezoidal key 22 inclined-planes, present one of them contact point low, and another connects
The phenomenon that contact is high, result in the double-shaft tilt angle sensor 2 being positioned on sensor installing plate 7 and rotates around connecting shaft axis, thus
Movement joint both sides agent structure change in displacement in the X direction can be calculated according to the rotational angle of this double-shaft tilt angle sensor 2.
When movement joint both sides agent structure is subjected to displacement change in Z-direction, the first support 4 and the second support 5 are in Z-direction
On on the one hand be subjected to displacement change therewith, because sensor installing plate is contacted, further through connection with the second support 5 by trapezoidal key 22
Axle 8 contacts with the first support 4, result in sensor installing plate 7 run-off the straight so that the double-shaft tilt angle on sensor installing plate 7
Sensor 2 rotates around X-direction, and meanwhile, double-shaft tilt angle sensor 2 rotates around X-direction and drives metal sleeve 17 and metallic rod 16 1
Rise and rotate around X-direction, i.e. metallic rod 16 is rotated around connected installation axle 9, thus can be according to this double-shaft tilt angle
Sensor 2 calculates movement joint both sides agent structure change in displacement in z-direction around the rotational angle of X-direction.
When movement joint both sides agent structure produces displacement in the Y direction, the first support 4 and the second support 5 are in the Y direction
It is subjected to displacement therewith so that the displacement monitoring component 3 being positioned on the first support 4 and the second support 5 occurs stretching or shrinks, thus
Movement joint both sides agent structure can be obtained according to the stretching of displacement monitoring component 3 or contracted length and produce displacement in the Y direction.With
Time, when movement joint both sides agent structure produces displacement in the Y direction, the metal being connected with the installation axle 9 on the first horizon bar 4-1
Then there is the displacement of Y-direction along with the movement of the first support in bar 16 so that metallic rod 16 is sent out in the Y direction with metal sleeve 17
Raw relative displacement, now, metal sleeve 17 then remains stationary as, it is ensured that be arranged at the double-shaft tilt angle sensor on metal sleeve 17
2 will not rotate, it is to avoid when movement joint both sides agent structure produces displacement in the Y direction to double-shaft tilt angle sensor 2
Impact.
In addition, it is necessary to explanation, when installing the device of Three-direction deformation of above-mentioned Deformation Monitoring seam both sides agent structure,
In addition to foregoing description content, also need to meet following condition: be arranged on by double-shaft tilt angle sensor on sensor installing plate, make double
Two angle monitor directions of axial rake sensor are parallel with the long limit of sensor installing plate and broadside respectively;Sensor installing plate
The central axis of the axis of symmetry on two long limits of 7 and described connecting shaft 8 is in same vertical plane, and is parallel to each other;Sensor
The bottom of two bolts on installing plate 7 respectively with point cantact in the inclined-plane of corresponding trapezoidal key 22, and adjust sensor install
The bolt on plate 7 length under sensor installing plate 7 so that metallic rod 16 is in level, is arranged at described first water
Between the midpoint of the described installation axle 9 of first end of flat bar 4-1 and two keyways 12 being arranged on described second horizon bar 5-1
Midpoint should be at same level;Two the described trapezoidal keys being arranged in two keyways 12 on described second horizon bar 5-1
Upwards, and the central axis of the midpoint, inclined-plane of two described trapezoidal keys 22 and described connecting shaft 8 is in same level on the inclined-plane of 22
On face.
After installation, data acquisition can be carried out, the angle rotated according to double-shaft tilt angle sensor and displacement monitoring structure
The stretching of part or shortening displacement, calculate the displacement in X-direction, Y-direction and Z-direction of the movement joint both sides agent structure.Set the
Level interval between the cross-section center of one horizon bar 4-1 and the second horizon bar 5-1 is L, connecting shaft 8 axle center and bolt-ladder
The horizontal range of the contact point of shape key isTrapezoidal key inclined-plane and horizontal plane angle are ψ, and movement joint both sides agent structure 1 is vertically
On, i.e. sliding deformation amount in Z-direction is a, movement joint both sides agent structure 1 in the first horizontal direction, i.e. mistake in X-direction
Dynamic deformation amount is b, and movement joint both sides agent structure 1 is in the second horizontal direction, i.e. spacing variable quantity in Y-direction is c, twin shaft
Obliquity sensor 2 is α along the angle variable quantity that the first horizontal direction rotates, and is β along the second horizontal direction rotational angle variable quantity,
Displacement monitoring component 3, if the variable quantity elongated or shortened of slit gauge is d.
When movement joint both sides agent structure 1 only in an X direction on change time, the mathematical relationship of b with β is:
A=0, c=0;
When movement joint both sides agent structure 1 changes the most in the Y direction:
A=0, b=0, c=d
When only there is the Z-direction changing of the relative positions in movement joint both sides agent structure 1:
A=Ltg α, b=0, c=0;
When movement joint both sides agent structure 1 occurs X, Y, Z three-dimensional to change:
A=(L+c) tg α,
The method of the Three-direction deformation of the Deformation Monitoring seam both sides agent structure that the present invention provides, it uses double-shaft tilt angle to sense
Device can monitor the change in displacement of the first horizontal direction and vertical direction simultaneously, takes up room little, it is simple to installs and safeguards;It addition,
The double-shaft tilt angle sensor of the present invention and displacement monitoring component and the connection of movement joint both sides agent structure be all indirectly, non-solid
The connection of fixed pattern, when the agent structure generation relative displacement of movement joint both sides, will not be to double-shaft tilt angle sensor and displacement monitoring
Component produces rigid pullling, thus can avoid causing the Systematic Errors of Monitoring Data owing to lacking deformability two;Furthermore, this
Invention provides the first support of two kinds of structures and the second support of two kinds of structures, can be respectively used to be arranged on movement joint both sides master
On the horizontal plane of body structure or on vertical plane.
In describing the invention, it should be noted that term " pushes up ", " end ", " " interior ", " outward " etc. instruction orientation or
Position relationship is based on orientation shown in the drawings or position relationship, is for only for ease of the description present invention and simplifies description, and not
It is to indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, the most not
It is understood that as limitation of the present invention.Additionally, term " first ", " second " are only used for describing purpose, and it is not intended that instruction
Or hint relative importance.
In describing the invention, it should be noted that unless otherwise clearly defined and limited, term " is installed ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be fixing connection, it is also possible to be to removably connect, or be integrally connected;Can
To be mechanical connection, it is also possible to be electrical connection;Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, can understand that above-mentioned term is at this with concrete condition
Concrete meaning in invention.Additionally, in describing the invention, except as otherwise noted, " multiple " are meant that two or two
Above.
In describing the invention, it should be noted that the concrete size of each parts is only used to exemplary illustration,
Those skilled in the art can select suitable size to realize assembly of the invention according to the teachings of the present invention.
Following present two specific embodiments:
Embodiment 1
Measuring the horizontally and vertically Direction distortion of wall, it is vertical for installing surface, and the first support is " one " font, a diameter of
10mm;Second support is " one " font, a diameter of 15mm, and the keyway degree of depth on the second horizon bar is 3mm, and a length of 25mm is wide
Degree is 10mm;Trapezoidal key bevel angle ψ=10 °, between the level between the cross-section center of the first horizon bar and the second horizon bar
Away from L=100mm, connecting shaft axle center with the horizontal range of the contact point of bolt-trapezoidal key isA, b, c and α, β,
The respective value of d is as shown in table 1.
Table 1
Embodiment 2
Measuring the horizontally and vertically Direction distortion of wall, it is vertical for installing surface, and the first support is " one " font, a diameter of
10mm;Second support is " one " font, a diameter of 15mm, and the keyway degree of depth on the second horizon bar is 3mm, and a length of 25mm is wide
Degree is 10mm;Trapezoidal key bevel angle ψ=15 °, between the level between the cross-section center of the first horizon bar and the second horizon bar
Away from L=100mm, connecting shaft axle center with bolt-trapezoidal keyed jointing contact horizontal range isA, b, c and α, β, d
Respective value is as shown in table 2.
a(mm) | α(°) | b(mm) | β(°) | c(mm) | d(mm) |
1.00 | 0.57 | 1.00 | 0.77 | 1.00 | 1.00 |
1.99 | 1.12 | 2.00 | 1.54 | 2.00 | 2.00 |
3.00 | 1.67 | 3.01 | 2.32 | 3.00 | 3.00 |
4.00 | 2.20 | 3.99 | 3.09 | 4.00 | 4.00 |
5.01 | 2.73 | 4.99 | 3.87 | 5.00 | 5.00 |
6.00 | 3.24 | 6.00 | 4.66 | 6.00 | 6.00 |
7.01 | 3.75 | 7.00 | 5.45 | 7.00 | 7.00 |
7.99 | 4.23 | 8.01 | 6.25 | 8.00 | 8.00 |
9.00 | 4.72 | 9.00 | 7.04 | 9.00 | 9.00 |
10.01 | 5.20 | 9.99 | 7.84 | 10.00 | 10.00 |
The foregoing is only the better embodiment of the present invention, not in order to limit the present invention, all spirit in the present invention
Within principle, any modification, equivalent substitution and improvement etc. made, should be included within the scope of the present invention.
Claims (11)
1. a method for the Three-direction deformation of Deformation Monitoring seam both sides agent structure, its Deformation Monitoring seam both sides agent structure is perpendicular
To the relative displacement change of, the first horizontal direction and second horizontal direction vertical with the first horizontal direction, it is characterised in that bag
Include following steps:
S1, determines position, monitoring point in the agent structure of movement joint both sides, clears up finishing layer and the appurtenance on agent structure surface,
Expose the member body in agent structure;
S2, installs monitoring device
First support is arranged in the agent structure of the first side in movement joint both sides, the second support is arranged on described deformation
In the agent structure of the second side in seam both sides;
Displacement monitoring component is arranged on displacement monitoring support, and described displacement monitoring support is arranged on the first support and
On two supports;
Sensor installing plate is installed on the top of connecting shaft, and double-shaft tilt angle sensor is arranged on sensor installing plate, make
Two angle monitor directions of double-shaft tilt angle sensor are parallel with the long limit of sensor installing plate and broadside respectively;
Displacement monitoring component is connected with data acquisition unit by holding wire respectively with double-shaft tilt angle sensor;
S3, gathers data and carries out data process
According to the data gathered, calculate in movement joint both sides agent structure sliding deformation amount on vertical, the first horizontal direction
Sliding deformation amount and the second horizontal direction on spacing variable quantity.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 1 seam both sides agent structure, it is characterised in that institute
State the first support and include that the first horizon bar, the first end of described first horizon bar are provided with installation axle, described installation axle not with institute
The one end stating the first horizon bar connection is connected with described connecting shaft;
On described installation axle, radially direction is provided with the first pin-and-hole for installing the first spacer pin;
It is provided with for installing described displacement monitoring support along the direction vertical with its bearing of trend on described first horizon bar
Through hole.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 2 seam both sides agent structure, it is characterised in that institute
The second end stating the first horizon bar is arranged in the agent structure of the first side in described movement joint both sides.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 2 seam both sides agent structure, it is characterised in that institute
Stating the first support and also include the first vertical bar, the described first vertical bar is vertical with described first horizon bar, the described first vertical bar
The first end be connected with described first horizon bar;Second end of the described first vertical bar be arranged in described movement joint both sides
In the agent structure of side.
5. the method stitching the Three-direction deformation of both sides agent structure according to the Deformation Monitoring described in claim 3 or 4, its feature exists
In, described second support includes the second horizon bar, on described second horizon bar along its axial direction be arranged at intervals with two for
Installing the keyway of trapezoidal key and one for installing the mounting groove of described displacement monitoring support, described mounting groove is positioned at described in two
The same side of keyway;Two parallel edges of described trapezoidal key are erected in described keyway, and any one of described trapezoidal key is parallel
The length on limit is more than the degree of depth of described keyway.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 5 seam both sides agent structure, it is characterised in that institute
The one end stating the second horizon bar is arranged in the agent structure of the second side in described movement joint both sides.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 5 seam both sides agent structure, it is characterised in that institute
Stating the second support and also include the second vertical bar, the described second vertical bar is vertical with described second horizon bar, and described second vertical
First end of bar is connected with described second horizon bar;Second end of the described second vertical bar is arranged in described movement joint both sides
In the agent structure of the second side.
8. the method stitching the Three-direction deformation of both sides agent structure according to the Deformation Monitoring described in claim 6 or 7, its feature exists
In, described displacement monitoring support includes the first montant and the second montant be arrangeding in parallel, and described displacement monitoring component is arranged at institute
State on the first montant and described second montant, and vertical with described first montant and the second montant;Described first montant is away from institute
The one end stating displacement monitoring component is arranged in described through hole, and described first montant can produce perpendicular with described first horizon bar
Relative displacement on direction and the relative displacement in the first horizontal direction and nothing influence each other, and described second montant is away from described
One end of displacement monitoring component is arranged in described mounting groove.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 8 seam both sides agent structure, it is characterised in that institute
State connecting shaft include metallic rod, metal sleeve and be arranged on the metal batten on described metal sleeve outer wall;
The end of described metallic rod is provided with, along the direction vertical with its bearing of trend, the peace matched with described installation axle
Dress hole, so that described installation axle is arranged in described installing hole;
In described metallic rod along the direction vertical with its bearing of trend be provided with the second pin-and-hole for installing the second spacer pin and
For installing the 3rd pin-and-hole of the 3rd spacer pin;
Second end of described metallic rod passes described metal sleeve, and is limited by described second spacer pin and described 3rd spacer pin
The position of fixed described metal sleeve;
The plane of described metal batten is parallel with the axis of described metal sleeve, and described metal batten is arranged at described sensor
On the lower surface of installing plate.
The method of the Three-direction deformation of Deformation Monitoring the most according to claim 9 seam both sides agent structure, it is characterised in that
One edge of described sensor installing plate be arranged at intervals with two for the screw installing bolt, and be installed on two described spiral shells
Bolt in hole trapezoidal key one_to_one corresponding described with two respectively, and the inclined-plane of the bottom of described bolt and described trapezoidal key connects
Touch.
The method of the Three-direction deformation of 11. Deformation Monitoring according to claim 10 seam both sides agent structures, it is characterised in that
Movement joint both sides agent structure is in the first horizontal direction second horizontal direction vertical with the first horizontal direction and vertical displacement
The computing formula of change is:
A=(L+c) tg α,C=d;
Wherein, L is the level interval between the cross-section center of the first horizon bar and the second horizon bar, l be connecting shaft axle center with
The horizontal range of the contact point of bolt-trapezoidal key, ψ is trapezoidal key inclined-plane and horizontal plane angle, and a is movement joint both sides agent structures
Sliding deformation amount on vertical, b is movement joint both sides agent structure sliding deformation amount in the first horizontal direction, and c is for becoming
Shape seam both sides agent structure spacing variable quantity in the second horizontal direction, α is that double-shaft tilt angle sensor is along the first horizontal direction
The angle variable quantity rotated, β is along the second horizontal direction rotational angle variable quantity, and d is that displacement monitoring component elongates or shortens
Variable quantity.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108020199A (en) * | 2017-12-12 | 2018-05-11 | 湖南城市学院 | crack deformation monitoring instrument |
CN108020198A (en) * | 2017-12-12 | 2018-05-11 | 湖南城市学院 | A kind of monitor with crack bending distortion measurement |
CN108050985A (en) * | 2017-12-12 | 2018-05-18 | 湖南城市学院 | The application method of crack deformation monitoring instrument |
CN108050984A (en) * | 2017-12-12 | 2018-05-18 | 湖南城市学院 | A kind of application method of the monitor with crack bending distortion measurement |
CN111220110A (en) * | 2019-11-01 | 2020-06-02 | 浙江运达风电股份有限公司 | Tower top low-frequency vibration horizontal displacement monitoring method |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006337200A (en) * | 2005-06-02 | 2006-12-14 | Chugoku Electric Power Co Inc:The | Crack width indicator |
CN101639353A (en) * | 2009-08-18 | 2010-02-03 | 长安大学 | Gauge for three directional deformation of ground fissure |
CN102720173A (en) * | 2011-03-29 | 2012-10-10 | 中国科学院地质与地球物理研究所 | Engineering geology crack measuring method and measuring device thereof |
CN103913145A (en) * | 2014-04-15 | 2014-07-09 | 南昌航空大学 | Crack opening two-direction deformation monitoring structure and measurement method |
CN104898180A (en) * | 2015-06-19 | 2015-09-09 | 中国地质大学(武汉) | Simple monitoring device for earth surface cracks |
CN105136115A (en) * | 2015-10-08 | 2015-12-09 | 北京中力智研物联科技有限公司 | Method and device for automatic measurement of tunnel section deformation |
-
2016
- 2016-08-30 CN CN201610783237.0A patent/CN106168478B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006337200A (en) * | 2005-06-02 | 2006-12-14 | Chugoku Electric Power Co Inc:The | Crack width indicator |
CN101639353A (en) * | 2009-08-18 | 2010-02-03 | 长安大学 | Gauge for three directional deformation of ground fissure |
CN102720173A (en) * | 2011-03-29 | 2012-10-10 | 中国科学院地质与地球物理研究所 | Engineering geology crack measuring method and measuring device thereof |
CN103913145A (en) * | 2014-04-15 | 2014-07-09 | 南昌航空大学 | Crack opening two-direction deformation monitoring structure and measurement method |
CN104898180A (en) * | 2015-06-19 | 2015-09-09 | 中国地质大学(武汉) | Simple monitoring device for earth surface cracks |
CN105136115A (en) * | 2015-10-08 | 2015-12-09 | 北京中力智研物联科技有限公司 | Method and device for automatic measurement of tunnel section deformation |
Non-Patent Citations (1)
Title |
---|
王峰: "浅谈尾矿库在线监测技术", 《中国高新技术企业》 * |
Cited By (12)
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CN108020199A (en) * | 2017-12-12 | 2018-05-11 | 湖南城市学院 | crack deformation monitoring instrument |
CN108020198A (en) * | 2017-12-12 | 2018-05-11 | 湖南城市学院 | A kind of monitor with crack bending distortion measurement |
CN108050985A (en) * | 2017-12-12 | 2018-05-18 | 湖南城市学院 | The application method of crack deformation monitoring instrument |
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CN113124826B (en) * | 2021-04-13 | 2023-03-10 | 中铁十四局集团有限公司 | Method for monitoring sedimentation |
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