CN209230545U - Super-high pier deformation monitoring device - Google Patents
Super-high pier deformation monitoring device Download PDFInfo
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- CN209230545U CN209230545U CN201821984832.1U CN201821984832U CN209230545U CN 209230545 U CN209230545 U CN 209230545U CN 201821984832 U CN201821984832 U CN 201821984832U CN 209230545 U CN209230545 U CN 209230545U
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- supporting element
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- monitoring device
- deformation monitoring
- guide rail
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Abstract
The utility model provides a kind of super-high pier deformation monitoring device, belongs to engineering construction field.Super-high pier deformation monitoring device includes: laser plummet；Foot prop has the first supporting element and the second supporting element on foot prop, and one end of the first supporting element is provided with the interconnecting piece for connecting with bridge pier with one end of the second supporting element；Guide rail is additionally provided on foot prop, guide rail is fixedly connected with the first supporting element and the second supporting element respectively, and when interconnecting piece is connected with bridge pier, the channeling direction of guide rail is vertical direction, and laser plummet and guide rail are slidably connected to move along guide rail.Point that this super-high pier deformation monitoring device can be fallen according to different location laser on cushion cap and point before compare, and realize the observation deformed to bridge pier, as a result more accurate due to being recorded according to two points in approximately the same plane.
Description
Technical field
The utility model relates to engineering construction fields, in particular to a kind of super-high pier deformation monitoring device.
Background technique
When in the prior art for super-high pier deformation monitoring, need to use laser plummet, it is in the prior art
When in use, an available vertical reference line is vertical by comparing bridge pier different position distance for laser plummet
Reference line distance, the data of available bridge pier deformation, this measurement method error is higher.
Utility model content
The utility model provides a kind of super-high pier deformation monitoring device, it is intended to solve super-high pier in the prior art and become
The above problem existing for shape monitoring device.
The utility model is realized in this way:
A kind of super-high pier deformation monitoring device, comprising:
Laser plummet；
Foot prop, has the first supporting element and the second supporting element on the foot prop, one end of first supporting element and described
One end of second supporting element is provided with the interconnecting piece for connecting with bridge pier；
Be additionally provided with guide rail on the foot prop, the guide rail respectively with first supporting element and second supporting element
It is fixedly connected, when the interconnecting piece is connected with the bridge pier, the channeling direction of the guide rail is vertical direction, and the laser hangs down quasi-
Instrument and the guide rail are slidably connected to move along the guide rail.
In the utility model preferred embodiment, it is provided with the first regulating part on first supporting element, described first
Regulating part is used to adjust the length of first supporting element.
In the utility model preferred embodiment, first regulating part is that the gaily decorated basket is buckled.
In the utility model preferred embodiment, it is provided with the second regulating part on second supporting element, described second
Regulating part is used to adjust the length of second supporting element.
In the utility model preferred embodiment, second regulating part is that the gaily decorated basket is buckled.
In the utility model preferred embodiment, with one end and described second of interconnecting piece on first supporting element
One end on supporting element with interconnecting piece is spaced apart in the vertical direction.
In the utility model preferred embodiment, first supporting element is set as multiple, multiple first supports
Multiple interconnecting pieces on part are spaced apart in the horizontal plane.
In the utility model preferred embodiment, second supporting element is set as multiple, multiple second supports
Multiple interconnecting pieces on part are spaced apart in the horizontal plane.
It further include reinforcing member in the utility model preferred embodiment, the both ends of the reinforcing member are respectively with described
One supporting element and second supporting element are hinged.
In the utility model preferred embodiment, first supporting element and second supporting element are all made of stainless steel
Material is made.
The beneficial effects of the utility model are:
The super-high pier deformation monitoring device that the utility model obtains by above-mentioned design first will when in use
Interconnecting piece on first supporting element is bolted on bridge pier, and then the interconnecting piece on the second supporting element of part is connected by bolt
It connects on bridge pier, it is that vertical direction is fixed on the first supporting element and the second supporting element that guide rail, which is maintained at channeling direction, later,
Laser plummet is adjusted later, and the laser that laser plummet can be made to emit is fallen on cushion cap point, along leading
After rail Motion laser plumb aligner, the laser of laser plummet transmitting still can live on that point on cushion cap, in a timing
Between after, open laser plummet herein, and laser plummet is moved along guide rail, can be according to different location laser
The point that falls on cushion cap and point before compare, and the observation deformed to bridge pier are realized, due to according in approximately the same plane
Two points are recorded, as a result more accurate.
Detailed description of the invention
It, below will be to required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
The attached drawing used is briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore not
It should be considered as the restriction to range, for those of ordinary skill in the art, without creative efforts,
It can also be obtained according to these attached drawings other relevant attached drawings.
Fig. 1 is a kind of structural schematic diagram for super-high pier deformation monitoring device that the utility model embodiment provides；
Fig. 2 is the structural schematic diagram for another super-high pier deformation monitoring device that the utility model embodiment provides.
Icon: 110- laser plummet；The first supporting element of 120-；130- interconnecting piece；The second supporting element of 140-；150- is led
Rail；The first regulating part of 160-；The second regulating part of 170-；210- bridge pier；220- cushion cap.
Specific embodiment
It is practical below in conjunction with this to keep the purposes, technical schemes and advantages of the utility model embodiment clearer
The technical solution in the utility model embodiment is clearly and completely described in attached drawing in novel embodiment, shows
So, described embodiment is a part of embodiment of the utility model, rather than whole embodiments.It is practical based on this
Embodiment in novel, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment is fallen within the protection scope of the utility model.Therefore, the implementation to the utility model provided in the accompanying drawings below
The detailed description of mode is not intended to limit the range of claimed invention, but is merely representative of the utility model
Selected embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative labor
Every other embodiment obtained under the premise of dynamic, fall within the protection scope of the utility model.
In the description of the present invention, it should be understood that indicating position or the term of positional relationship are based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion institute
The equipment or element of finger must have a particular orientation, is constructed and operated in a specific orientation, therefore should not be understood as to this reality
With novel limitation.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be
Mechanical connection, is also possible to be electrically connected；It can be directly connected, two can also be can be indirectly connected through an intermediary
The interaction relationship of connection or two elements inside element.It for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature is on or below second feature
It may include that the first and second features directly contact, also may include that the first and second features are not direct contacts but pass through it
Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature the
Right above two features and oblique upper, or first feature horizontal height is merely representative of higher than second feature.Fisrt feature is in the second spy
Under sign, lower section and fisrt feature included below be directly below and diagonally below the second feature, or be merely representative of fisrt feature level
Height is less than second feature.
Embodiment one
A kind of super-high pier deformation monitoring device is present embodiments provided, referring to Fig. 1, this super-high pier deformation monitoring
Device includes:
Laser plummet 110；
Foot prop has the first supporting element 120 and the second supporting element 140, one end and second of the first supporting element 120 on foot prop
One end of supporting element 140 is provided with the interconnecting piece 130 for connecting with bridge pier 210；
Guide rail 150 is additionally provided on foot prop, guide rail 150 is fixed with the first supporting element 120 and the second supporting element 140 respectively
Connection, when interconnecting piece 130 and bridge pier 210 connect, the channeling direction of guide rail 150 is vertical direction, laser plummet 110 and guide rail
150 are slidably connected to move along guide rail 150.
Optionally, in the present embodiment, the first regulating part 160, the first regulating part 160 are provided on the first supporting element 120
For adjusting the length of the first supporting element 120.
By the length of the first supporting element 120 of adjusting, can be more easier that the channeling direction of guide rail 150 is adjusted,
So that the channeling direction of guide rail 150 is parallel with vertical direction.
Optionally, in the present embodiment, the first regulating part 160 is that the gaily decorated basket is buckled.
The control that the length to the first supporting element 120 may be implemented is buckled using the gaily decorated basket, is by the first supporting element specifically
120 are separated into two sections, are buckled and are linked together by the gaily decorated basket between two sections, to be buckled by adjusting the gaily decorated basket, can be realized to first
The control of 120 length of supporting element.
Optionally, in the present embodiment, the second regulating part 170, the second regulating part 170 are provided on the second supporting element 140
For adjusting the length of the second supporting element 140.
By the length of the second supporting element 140 of adjusting, can be more easier that the channeling direction of guide rail 150 is adjusted,
So that the channeling direction of guide rail 150 is parallel with vertical direction.
Optionally, in the present embodiment, the second regulating part 170 is that the gaily decorated basket is buckled.
The control that the length to the second supporting element 140 may be implemented is buckled using the gaily decorated basket, is by the second supporting element specifically
140 are separated into two sections, are buckled and are linked together by the gaily decorated basket between two sections, to be buckled by adjusting the gaily decorated basket, can be realized to second
The control of 140 length of supporting element.
Optionally, in the present embodiment, one end on the first supporting element 120 with interconnecting piece 130 and the second supporting element 140
Upper one end with interconnecting piece 130 is spaced apart in the vertical direction.
Specifically when in use, the first supporting element 120 and the second supporting element 140 are connected to the difference of guide rail 150
In height, it may be implemented to measure the deformation between the first supporting element 120 and the second supporting element 140.
Optionally, in the present embodiment, the first supporting element 120 is set as multiple, multiple on multiple first supporting elements 120
Interconnecting piece 130 is spaced apart in the horizontal plane.
Multiple first supporting elements 120 can make the stable connection of guide rail 150, and can make the data of measurement more
It is average.
Optionally, in the present embodiment, the second supporting element 140 is set as multiple, multiple on multiple second supporting elements 140
Interconnecting piece 130 is spaced apart in the horizontal plane.
Multiple second supporting elements 140 can make the stable connection of guide rail 150, and can make the data of measurement more
It is average.
Optionally, in the present embodiment, further include reinforcing member, the both ends of reinforcing member respectively with the first supporting element 120 and
Second supporting element 140 is hinged.
Reinforcing member can reinforce the first supporting element 120 and the second supporting element 140, thus when earlier fixed
Easily fix the position of the first supporting element 120 and the second supporting element 140.
Certainly, in the present embodiment, the both ends of reinforcing member and the first supporting element 120 and the second supporting element 140 are hinged,
So that relative displacement can occur between the first supporting element 120 and the second supporting element 140.
Optionally, in the present embodiment, the first supporting element 120 and the second supporting element 140 are all made of stainless steel material and are made.
The first supporting element 120 and the second supporting element 140 being made of stainless steel can be corrosion-resistant, so as to
Improve the stability of work.
Super-high pier deformation monitoring device provided in this embodiment when in use first will be on the first supporting element 120
Interconnecting piece 130 be bolted on bridge pier 210, then the interconnecting piece 130 on the second supporting element of part 140 pass through bolt connect
It connects on bridge pier 210, it is that vertical direction is fixed on the first supporting element 120 and second that guide rail 150, which is maintained at channeling direction, later
On supporting element 140, laser plummet 110 is adjusted later, and the laser that laser plummet 110 can be made to emit falls in cushion cap 220
On a point on, after along 150 Motion laser plumb aligner 110 of guide rail, laser plummet 110 emit laser still can
On that point living on cushion cap 220, after some time, laser plummet 110 is opened herein, and it is quasi- that laser is hung down
Instrument 110 is moved along guide rail 150, and the point that can be fallen according to different location laser on cushion cap 220 and point before compare,
Realize the observation deformed to bridge pier 210, it is as a result more accurate due to being recorded according to two points in approximately the same plane.
Above description is merely a prefered embodiment of the utility model, is not intended to limit the utility model, for
For those skilled in the art, various modifications and changes may be made to the present invention.All spirit and original in the utility model
Within then, any modification, equivalent replacement, improvement and so on be should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of super-high pier deformation monitoring device characterized by comprising
Laser plummet；
Foot prop has the first supporting element and the second supporting element, one end of first supporting element and described second on the foot prop
One end of supporting element is provided with the interconnecting piece for connecting with bridge pier；
Guide rail is additionally provided on the foot prop, the guide rail is fixed with first supporting element and second supporting element respectively
Connection, when the interconnecting piece connect with the bridge pier, the channeling direction of the guide rail is vertical direction, the laser plummet with
The guide rail is slidably connected to move along the guide rail.
2. super-high pier deformation monitoring device according to claim 1, which is characterized in that be arranged on first supporting element
There is the first regulating part, first regulating part is used to adjust the length of first supporting element.
3. super-high pier deformation monitoring device according to claim 2, which is characterized in that first regulating part is the gaily decorated basket
Button.
4. super-high pier deformation monitoring device according to claim 2, which is characterized in that be arranged on second supporting element
There is the second regulating part, second regulating part is used to adjust the length of second supporting element.
5. super-high pier deformation monitoring device according to claim 4, which is characterized in that second regulating part is the gaily decorated basket
Button.
6. super-high pier deformation monitoring device according to claim 4, which is characterized in that have on first supporting element
One end on one end of interconnecting piece and second supporting element with interconnecting piece is spaced apart in the vertical direction.
7. super-high pier deformation monitoring device according to claim 6, which is characterized in that first supporting element is set as
Multiple, multiple interconnecting pieces on multiple first supporting elements are spaced apart in the horizontal plane.
8. super-high pier deformation monitoring device according to claim 7, which is characterized in that second supporting element is set as
Multiple, multiple interconnecting pieces on multiple second supporting elements are spaced apart in the horizontal plane.
9. super-high pier deformation monitoring device according to claim 1, which is characterized in that it further include reinforcing member, it is described to add
The both ends of firmware are hinged with first supporting element and second supporting element respectively.
10. super-high pier deformation monitoring device according to claim 1, which is characterized in that first supporting element and institute
It states the second supporting element and is all made of stainless steel material and be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821984832.1U CN209230545U (en) | 2018-11-28 | 2018-11-28 | Super-high pier deformation monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821984832.1U CN209230545U (en) | 2018-11-28 | 2018-11-28 | Super-high pier deformation monitoring device |
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| Publication Number | Publication Date |
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| CN209230545U true CN209230545U (en) | 2019-08-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821984832.1U Active CN209230545U (en) | 2018-11-28 | 2018-11-28 | Super-high pier deformation monitoring device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110579190A (en) * | 2019-09-19 | 2019-12-17 | 吴宝昕 | Bridge detection auxiliary device utilizing ultrasonic panoramic imaging principle |
-
2018
- 2018-11-28 CN CN201821984832.1U patent/CN209230545U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110579190A (en) * | 2019-09-19 | 2019-12-17 | 吴宝昕 | Bridge detection auxiliary device utilizing ultrasonic panoramic imaging principle |
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