CN219455008U - Construction landing stage erodees and silts degree of depth intelligent monitoring device - Google Patents
Construction landing stage erodees and silts degree of depth intelligent monitoring device Download PDFInfo
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- CN219455008U CN219455008U CN202320239659.7U CN202320239659U CN219455008U CN 219455008 U CN219455008 U CN 219455008U CN 202320239659 U CN202320239659 U CN 202320239659U CN 219455008 U CN219455008 U CN 219455008U
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- 238000010276 construction Methods 0.000 title claims abstract description 51
- 238000012806 monitoring device Methods 0.000 title claims description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 92
- 239000010959 steel Substances 0.000 claims abstract description 92
- 238000004804 winding Methods 0.000 claims abstract description 39
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 238000004062 sedimentation Methods 0.000 claims abstract description 34
- 230000005540 biological transmission Effects 0.000 claims abstract description 30
- 238000009991 scouring Methods 0.000 claims abstract description 15
- 238000011010 flushing procedure Methods 0.000 claims description 37
- 230000001681 protective effect Effects 0.000 claims description 13
- 230000008859 change Effects 0.000 claims description 12
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- 238000012545 processing Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/30—Assessment of water resources
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Abstract
The application relates to a construction landing stage erodees and intelligent monitoring equipment of depth of siltation, include: the distance measuring sensor is arranged on the periphery of the trestle steel pipe pile and below the water level line so as to acquire the vertical distance between the distance measuring sensor and the river bed surface in real time; the data transmission module is connected with the ranging sensor and transmits the vertical distance between the ranging sensor acquired by the ranging sensor in real time and the river bed surface to the BIM platform; the sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile, and a traction rope for hoisting the ranging sensor and a data wire for connecting the ranging sensor to the data transmission module are wound on the sensor winding and unwinding roller. The method has important engineering significance in real-time monitoring and early warning of the scouring or sedimentation depth of the steel pipe piles of the bridge piers or trestle.
Description
Technical Field
The application relates to the technical field of trestle construction, in particular to intelligent monitoring equipment for flushing and sedimentation depth of a construction trestle.
Background
The existing bridge structural forms include girder bridges, arch bridges, cable-stayed bridges, suspension bridges, composite structure bridges and the like, and bridge pile foundations of the existing bridge structural forms may be positioned in water. The bridge lower structure supports the whole upper structure and the vehicle load through the underwater pile foundation, the underwater pile foundation bears the vertical load of all bridge structures, and the change of the pile side soil pressure directly determines the size of the pile foundation bearing capacity. The underwater pile foundation of the bridge crossing the sea is influenced by water flow scouring, so that pile side soil scouring and silting change can occur, the safety of the bridge pile foundation is greatly influenced, even the bridge is collapsed and destroyed, and the accidents at home and abroad in recent years occur.
Meanwhile, construction of trestle and construction platform is often accompanied in bridge construction process. After the bridge pier or trestle and the construction platform are built, local water flow dynamic field changes around the pile can form secondary flow in front of the pile and form vortex around the pile, so that the flow speed around the pile is accelerated, the starting and the migration of sediment particles are caused, the river bed around the pile is scoured to a certain extent, a scour pit is formed, and the penetration depth of the pile foundation is influenced.
For pile foundations of trestle, when the scouring depth exceeds a certain value, the bearing capacity is possibly insufficient, and the stability of a platform is further affected. When a siltation condition exists near a trestle or a construction platform, normal passing of a construction ship and underwater beam transportation are affected. Therefore, the method has important engineering significance in real-time monitoring and early warning of the scour or deposition depth of the steel pipe piles of the bridge piers or trestle.
The current method for monitoring the depth of scouring or siltation mainly comprises two modes, namely a mode of measuring ropes and hanging hammers, wherein the hanging hammers are lowered by the measuring ropes, the height difference from a river bed point position to a landing stage or a construction platform settlement observation point is measured, and then the height difference of the river bed point position is calculated according to the height difference Cheng Jianqu of the landing stage or the construction platform settlement observation point. The other type adopts a full-section sweep measurement mode to form a riverbed elevation surface, but the equipment of the method is expensive, the sweep measurement frequency is extremely low, and the purposes of automatic monitoring and intelligent early warning cannot be realized. The existing monitoring method and detection means have no real-time monitoring effect, complete monitoring system equipment is not available, and a result has a large error.
Disclosure of Invention
The embodiment of the application provides intelligent monitoring equipment for flushing and sedimentation depth of a construction trestle, which aims to solve the problems that an existing monitoring method and detection means in the related technology do not have a real-time monitoring effect, complete monitoring system equipment does not exist, and larger errors exist in results.
The first aspect of the embodiment of the application provides a construction landing stage erodees and intelligent monitoring equipment of siltation degree of depth, includes:
the distance measuring sensor is arranged on the periphery of the trestle steel pipe pile and below the water level line so as to acquire the vertical distance between the distance measuring sensor and the river bed surface in real time;
the data transmission module is connected with the ranging sensor and transmits the vertical distance between the ranging sensor acquired by the ranging sensor in real time and the river bed surface to the BIM platform;
the sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile, and a traction rope for hoisting the ranging sensor and a data wire for connecting the ranging sensor to the data transmission module are wound on the sensor winding and unwinding roller.
In some embodiments: the sensor winding and unwinding roller comprises a manual roller for winding the traction rope, a roller support is arranged on one side of the manual roller, a roller which is used for winding the traction rope is rotatably connected onto the roller support, and an encoder which is coaxially connected with the roller and used for measuring the winding and unwinding length of the traction rope is further arranged on the roller support.
In some embodiments: the sensor is fixed on the pontoon or the pontoon, and floats up and down along with the pontoon or the pontoon according to the change of a water level line, and the sensor winding and unwinding roller comprises an automatic roller for winding a traction rope;
one side of the automatic roller is provided with a roller support, the roller support is rotationally connected with a roller which winds the traction rope, and the roller support is also provided with an encoder which is coaxially connected with the roller and measures the winding and unwinding length of the traction rope.
In some embodiments: the outer periphery of landing stage steel-pipe pile is fixed to be equipped with the protection shell that blocks water that link up from top to bottom, the bottom of blocking water the protection shell is located above the river bed surface, range sensor is located the protection shell that blocks water and the free up-and-down motion in blocking water the protection shell to prevent rivers scour range sensor.
In some embodiments: the water-blocking protective shell is a steel pipe welded on the periphery of the trestle steel pipe pile or a channel steel welded on the periphery of the trestle steel pipe pile, and a notch of the channel steel faces the trestle steel pipe pile and forms an accommodating space which penetrates up and down and is sealed around the trestle steel pipe pile.
In some embodiments: the periphery of landing stage steel-pipe pile is equipped with the fixed frock of fixed distance measuring sensor, fixed frock is equipped with a plurality ofly along the direction of height of landing stage steel-pipe pile, at least one fixed frock is located below the minimum water line, distance measuring sensor can dismantle with fixed frock and be connected.
In some embodiments: the top of landing stage steel-pipe pile still is equipped with solar cell panel and the storage battery of connecting range sensor and data transmission module.
In some embodiments: the steel pipe pile of the trestle is inserted and beaten at the periphery of the bridge pile foundation steel cofferdam, a construction platform is arranged at the top of the steel pipe pile of the trestle, a plurality of flushing measuring points are annularly distributed on the periphery of the bridge pile foundation steel cofferdam, and ranging sensors are uniformly distributed in the upstream direction and the downstream direction of each flushing measuring point.
In some embodiments: the BIM platform is internally provided with a processor for obtaining the embedding depth of the trestle steel pipe pile, a memory connected with the processor and a wireless data transmission module, and the wireless data transmission module wirelessly transmits the obtained embedding depth of the trestle steel pipe pile to the mobile terminal.
The second aspect of the embodiments of the present application provides a method for intelligently monitoring a construction trestle flushing and a sedimentation depth, where the method uses the construction trestle flushing and sedimentation depth intelligent monitoring device according to any one of the embodiments, and the method includes:
arranging a ranging sensor on the periphery of the trestle steel pipe pile and below a water level line to acquire the vertical distance between the ranging sensor and the river bed surface in real time;
the method comprises the steps that a data transmission module is used for transmitting the vertical distance between a distance measuring sensor acquired in real time by the distance measuring sensor and a river bed surface to a BIM platform;
the BIM platform estimates the embedding depth of the steel pipe pile of the trestle at present by monitoring the vertical distance between the ranging sensor and the river bed surface, and compares the embedding depth with the designed safe embedding depth;
when the BIM platform judges that the embedding depth of the trestle steel pipe pile is smaller than the design safety embedding depth, the BIM platform sends reminding information to the mobile terminal through the wireless data sending module, and the change rule of the flushing or sedimentation depth is determined through data analysis.
The beneficial effects that technical scheme that this application provided brought include:
the embodiment of the application provides intelligent monitoring equipment for the flushing and sedimentation depth of a construction trestle, and because the intelligent monitoring equipment for the flushing and sedimentation depth of the construction trestle is provided with a ranging sensor, the ranging sensor is arranged on the periphery of a steel pipe pile of the trestle and is positioned below a water level line so as to acquire the vertical distance between the ranging sensor and a river bed surface in real time; the data transmission module is connected with the ranging sensor and transmits the vertical distance between the ranging sensor acquired by the ranging sensor in real time and the river bed surface to the BIM platform; the sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile, and a traction rope for hoisting the ranging sensor and a data wire for connecting the ranging sensor to the data transmission module are wound on the sensor winding and unwinding roller.
Therefore, the intelligent monitoring equipment for the flushing and sedimentation depth of the construction trestle is characterized in that the ranging sensor is arranged on the periphery of the steel pipe pile of the trestle, and the ranging sensor is located below a water level line and monitors the flushing or sedimentation depth of the steel pipe pile of the pier or the trestle in real time. The ranging sensor monitors and reflects the change of the flushing depth of the trestle steel pipe pile in real time, and the vertical distance between the ranging sensor acquired by the ranging sensor in real time and the river bed surface is sent to the BIM platform through the data transmission module. And the BIM platform judges whether the embedded depth of the trestle steel pipe pile meets the design requirement or not, and can timely adopt disposal measures such as throwing, filling, piling again and the like. Therefore, the method has important engineering significance for monitoring and early warning the scouring or sedimentation depth of the steel pipe piles of the bridge piers or trestle in real time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are needed in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural view of a first embodiment of the present application;
FIG. 2 is a schematic structural view of a second embodiment of the present application;
FIG. 3 is a schematic structural view of a third embodiment of the present application;
FIG. 4 is a schematic structural view of a fourth embodiment of the present application;
fig. 5 is a schematic structural diagram of a ranging sensor and a steel pipe according to an embodiment of the present application;
fig. 6 is a schematic structural diagram of a ranging sensor and a channel steel according to an embodiment of the present application;
fig. 7 is a layout diagram of Zhou Chongshua measuring points outside the bridge pile foundation steel cofferdam in an embodiment of the present application.
Reference numerals:
1. a ranging sensor; 2. a data transmission module; 3. a solar cell panel; 4. a BIM platform; 5. a manual roller; 6. a traction rope; 7. a data line; 8. a water-blocking protective housing; 9. trestle steel pipe piles; 10. a pontoon; 11. an automatic roller; 12. fixing the tool; 13. a floating vessel; 14. flushing the measuring points; 15. a construction platform; 16. bridge pile foundation steel cofferdam.
Detailed Description
For the purposes of making the objects, technical solutions and advantages of the embodiments of the present application more clear, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art without undue burden from the present disclosure, are within the scope of the present application based on the embodiments herein.
The embodiment of the application provides intelligent monitoring equipment for flushing and sedimentation depth of a construction trestle, which can solve the problems that the existing monitoring method and detection means in the related technology have no real-time monitoring effect, have no complete monitoring system equipment and have larger errors in results.
Referring to fig. 1 to 4, a first aspect of the embodiments of the present application provides an intelligent monitoring device for flushing and sedimentation depth of a construction trestle, including:
the distance measuring sensor 1 is arranged on the periphery of the trestle steel pipe pile 9 and below a water level line, so that the vertical distance between the distance measuring sensor 1 and the river bed surface is acquired in real time. The distance measuring sensor 1 is preferably, but not limited to, an ultrasonic distance sensor, which uses the ultrasonic reflection principle to calculate, and obtains the corresponding vertical distance through the time length between the transmitted wave and the reflected wave and the wave speed, and the ultrasonic distance sensor is particularly suitable for underwater working condition distance measurement, and improves the detection precision and the detection convenience of underwater distance measurement.
The data transmission module 2 is connected with the ranging sensor 1, and sends the vertical distance between the ranging sensor 1 acquired by the ranging sensor 1 in real time and the river bed surface to the BIM platform 4. The data transmission module 2 is connected with each ranging sensor 1, the vertical distance collected by each ranging sensor 1 is intensively transmitted to the BIM platform 4, and the BIM platform 4 can obtain the embedding depth of the trestle steel pipe pile 9 through calculation.
The sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile 9, and is wound with a traction rope 6 for hoisting the ranging sensor 1 and a data wire 7 for connecting the ranging sensor 1 to the data transmission module 2. The sensor winding and unwinding roller adjusts the height of the ranging sensor 1 by winding and unwinding the traction rope 6 so that the ranging sensor 1 is positioned above the surface of the river bed below the water level line, and overhauling and height adjustment of the ranging sensor 1 are facilitated.
The construction landing stage washout and siltation degree of depth intelligent monitoring equipment of this embodiment sets up range sensor 1 at the periphery of landing stage steel-pipe pile 9, and range sensor 1 is located below the water line and washs or siltation degree of depth carries out real-time supervision through pier or landing stage steel-pipe pile 9. The ranging sensor 1 monitors and reflects the change of the scouring depth of the trestle steel pipe piles 9 in real time, and the vertical distance between the ranging sensor 1 acquired by the ranging sensor 1 in real time and the river bed surface is sent to the BIM platform 4 through the data transmission module 2.
The BIM platform 4 calculates and judges whether the embedding depth of the trestle steel pipe pile 9 meets the design requirement, when the embedding depth of the trestle steel pipe pile 9 is smaller than the design safety embedding depth, the BIM platform 4 sends reminding information to the mobile terminal through the wireless data sending module, determines the change rule of flushing or sedimentation depth through data analysis, and can timely adopt disposal measures such as throwing filling, re-piling and the like. Therefore, the method has important engineering significance for monitoring and early warning the scouring or sedimentation depth of the pier or trestle steel pipe pile 9 in real time.
In some alternative embodiments: referring to fig. 1, an embodiment of the application provides a construction trestle washout and siltation degree of depth intelligent monitoring device, and the sensor winding and unwinding cylinder of this device includes manual cylinder 5 of rolling haulage rope 6, and manual cylinder 5 is through manual rolling haulage rope 6 in order to adjust range sensor 1's position height. A roller bracket (not shown) is arranged on one side of the manual roller 5, a roller (not shown) which is connected with a winding traction rope 6 in a rotating way is also arranged on the roller bracket, and an encoder (not shown) which is coaxially connected with the roller and is used for measuring the winding and unwinding length of the traction rope is also arranged on the roller bracket.
The manual cylinder 5 of rolling haulage rope 6 has been set up to the sensor receive and releases cylinder of this application embodiment, and this manual cylinder 5 can be according to the high position height who adjusts range finding sensor 1 of water line, makes range finding sensor 1 be located below the water line, and then is convenient for range finding sensor 1's position adjustment and maintenance. The roller around which the traction rope 6 is wound is further arranged on one side of the manual roller 5, the traction rope 6 can drive the roller to rotate in the winding and unwinding process, and the winding and unwinding length of the traction rope 6 can be calculated through the number of turns of the roller. In order to record the rotation number of turns of the gyro wheel conveniently, this gyro wheel coaxial coupling has the encoder of measurement haulage rope 6 receive and releases length, and the encoder can record the rotation number of turns of gyro wheel, and then calculates to obtain haulage rope 6 receive and release length.
In some alternative embodiments: referring to fig. 2 and 3, an embodiment of the present application provides an intelligent monitoring device for flushing and sedimentation depth of a construction trestle, which further includes a buoy 10 or a pontoon 13 floating on the water surface, and a ranging sensor 1 is fixed on the buoy 10 or the pontoon 13 and floats up and down along with the buoy 10 or the pontoon 13 according to a change of a water line. The sensor winding and unwinding roller comprises an automatic roller 11 for winding the traction rope 6, a roller bracket (not shown in the figure) is arranged on one side of the automatic roller 11, a roller (not shown in the figure) which is connected with the winding traction rope 6 in a rotating way is rotatably arranged on the roller bracket, and an encoder (not shown in the figure) which is coaxially connected with the roller and is used for measuring the winding and unwinding length of the traction rope 6 is further arranged on the roller bracket.
The ranging sensor 1 of the embodiment of the application is fixed on the pontoon 10 or the pontoon 13, and the ranging sensor 1 floats up and down along with the pontoon 10 or the pontoon 13 according to the change of the water line so as to keep the ranging sensor 1 always below the water line. The sensor winding and unwinding roller is provided with an automatic roller 11 for automatically winding the traction rope 6, and the automatic roller 11 can automatically adjust the position height of the ranging sensor 1 according to the height of the water line, so that the ranging sensor 1 is positioned below the water line, and further, the position adjustment and maintenance of the ranging sensor 1 are facilitated.
The automatic roller 11 is also provided with a roller which winds the traction rope 6, the traction rope 6 can drive the roller to rotate in the winding and unwinding process, the winding and unwinding length of the traction rope 6 can be calculated through the number of turns of the roller, and then the position height of the ranging sensor 1 is measured. In order to record the rotation number of turns of the gyro wheel conveniently, this gyro wheel coaxial coupling has the encoder of measurement haulage rope 6 receive and releases length, and the encoder can record the rotation number of turns of gyro wheel, and then calculates to obtain haulage rope 6 receive and release length. Under the condition that the height of the trestle steel pipe pile 9 is known, the embedding depth of the trestle steel pipe pile 9 can be known by measuring the retraction length of the hauling rope 6 and the vertical distance between the distance measuring sensor 1 and the river bed surface.
In some alternative embodiments: referring to fig. 1 and 2, an embodiment of the application provides an intelligent monitoring device for flushing and sedimentation depth of a construction trestle, wherein a water-blocking protective shell 8 which is penetrated up and down is fixedly arranged on the periphery of a trestle steel pipe pile 9 of the device, and the bottom of the water-blocking protective shell 8 is located above a river bed surface. The ranging sensor 1 is positioned in the water-blocking protective shell 8 and moves up and down freely in the water-blocking protective shell 8 so as to prevent water flow from scouring the ranging sensor 1. The water-blocking protective shell 8 prevents the ranging sensor 1 from tilting or changing the plane position due to the influence of water flow, so that the continuity and accuracy of monitoring data are lost.
Referring to fig. 5 and 6, the water-blocking protective shell 8 is preferably, but not limited to, a steel pipe welded at the periphery of the steel pipe pile 9 of the trestle, or a channel steel welded at the periphery of the steel pipe pile 9 of the trestle, and the notch of the channel steel faces the steel pipe pile 9 of the trestle and forms an accommodating space penetrating up and down and having a closed periphery with the steel pipe pile 9 of the trestle. The steel pipe or the channel steel are the common component materials for trestle construction, the on-site processing and the manufacturing are convenient, and after the ranging sensor 1 is positioned in the steel pipe or the channel steel, the ranging sensor 1 in the steel pipe or the channel steel can be protected, and the surging outside the steel pipe or the channel steel is prevented from impacting the ranging sensor 1, so that the ranging sensor 1 is ensured to have the reliable detection of the scouring depth of the river bed.
In some alternative embodiments: referring to fig. 4, the embodiment of the application provides a construction trestle washout and siltation degree of depth intelligent monitoring device, the periphery of trestle steel-pipe pile 9 of this device is equipped with fixed frock 12 of fixed range sensor 1, and fixed frock 12 is equipped with a plurality ofly along the direction of height of trestle steel-pipe pile 9, and at least one fixed frock 12 is located under the minimum water line, and range sensor 1 can dismantle with fixed frock 12 and be connected. The fixed frock 12 guarantees that range sensor 1 and landing stage steel-pipe pile 9 are connected closely to make range sensor 1's plane position and gesture remain unchanged throughout.
In some alternative embodiments: referring to fig. 1 to 4, the embodiment of the application provides an intelligent monitoring device for flushing and sedimentation depth of a construction trestle, wherein the top of a trestle steel pipe pile 9 of the device is also provided with a solar cell panel 3 and a storage battery which are connected with a ranging sensor 1 and a data transmission module 2. The solar panel 3 and the battery pack are used for supplying power to the ranging sensor 1, the data transmission module 2 and the BIM platform 4. The BIM platform 4 is internally provided with a processor for calculating the embedding depth of the trestle steel pipe pile 9, a memory connected with the processor and a wireless data transmission module, and the wireless data transmission module wirelessly transmits the calculated embedding depth of the trestle steel pipe pile to the mobile terminal.
In some alternative embodiments: referring to fig. 7, an embodiment of the application provides a construction trestle washout and siltation degree of depth intelligent monitoring device, trestle steel-pipe pile 9 of this device is inserted and is beaten in bridge pile foundation steel cofferdam 16's periphery, and trestle steel-pipe pile 9's top is equipped with construction platform 15, and bridge pile foundation steel cofferdam 16's periphery annular has set up a plurality of washout measuring points 14, and the upstream direction and the downstream direction equipartition of each washout measuring point 14 are equipped with range sensor 1.
When monitoring bridge pile foundations constructed by a cofferdam method, the scouring monitoring points should be annularly arranged around a bridge pile foundation steel cofferdam 16, and scouring measuring points 14 should be arranged on the upstream surface of a trestle steel pipe pile 9 of a construction platform 15; when there is a back and forth tide in the construction water area, corresponding flushing measuring points 14 should be arranged on the upstream and downstream water facing surfaces of the construction platform 15. When monitoring the pile foundation scour of the operated bridge, corresponding scour measuring points 14 are arranged on the upstream surface of the pile foundation, and the data of the scour measuring points 14 are determined through calculation and analysis according to the shape and the size of the pile foundation.
Referring to fig. 1 to 4, a second aspect of the embodiments of the present application provides a method for intelligently monitoring a flushing and a sedimentation depth of a construction trestle, where the method uses the intelligent monitoring device for flushing and sedimentation depth of a construction trestle according to any one of the embodiments, and the method includes the following steps:
step 1, arranging a ranging sensor 1 on the periphery of a trestle steel pipe pile 9 and below a water level line to acquire the vertical distance between the ranging sensor 1 and the river bed surface in real time.
And 2, transmitting the vertical distance between the ranging sensor 1 acquired by the ranging sensor 1 in real time and the river bed surface to the BIM platform 4 by utilizing the data transmission module 2.
And 3, estimating the embedding depth of the steel pipe pile 9 of the trestle at present by the BIM platform 4 through monitoring the vertical distance between the distance measuring sensor 1 and the river bed surface, and comparing the embedding depth with the designed safe embedding depth.
And 4, when the BIM platform 4 judges that the embedding depth of the trestle steel pipe pile 9 is smaller than the design safety embedding depth, the BIM platform 4 sends reminding information to the mobile terminal through the wireless data sending module, and determines the change rule of the flushing or sedimentation depth through data analysis.
Principle of operation
The embodiment of the application provides intelligent monitoring equipment for flushing and sedimentation depth of a construction trestle, and because the intelligent monitoring equipment for flushing and sedimentation depth of the construction trestle is provided with a ranging sensor 1, the ranging sensor 1 is arranged on the periphery of a steel pipe pile 9 of the trestle and is positioned below a water line so as to acquire the vertical distance between the ranging sensor 1 and a river bed surface in real time; the data transmission module 2 is connected with the ranging sensor 1, and transmits the vertical distance between the ranging sensor 1 acquired by the ranging sensor 1 in real time and the river bed surface to the BIM platform 4; the sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile 9, and is wound with a traction rope 6 for hoisting the ranging sensor 1 and a data wire 7 for connecting the ranging sensor 1 to the data transmission module 2.
Therefore, the intelligent monitoring equipment for the flushing and sedimentation depth of the construction trestle is characterized in that the ranging sensor 1 is arranged on the periphery of the trestle steel pipe pile 9, and the ranging sensor 1 is located below a water level line and monitors the flushing or sedimentation depth of the pier or the trestle steel pipe pile 9 in real time. The ranging sensor 1 monitors and reflects the change of the scouring depth of the trestle steel pipe piles 9 in real time, and the vertical distance between the ranging sensor 1 acquired by the ranging sensor 1 in real time and the river bed surface is sent to the BIM platform 4 through the data transmission module 2. The BIM platform 4 judges whether the embedding depth of the trestle steel pipe pile 9 meets the design requirement or not, and disposal measures such as throwing filling, piling again and the like can be adopted in time. Therefore, the method has important engineering significance for monitoring and early warning the scouring or sedimentation depth of the steel pipe piles of the bridge piers or trestle in real time.
In the description of the present application, it should be noted that the azimuth or positional relationship indicated by the terms "upper", "lower", etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of description of the present application and simplification of the description, and are not indicative or implying that the apparatus or element in question must have a specific azimuth, be configured and operated in a specific azimuth, and thus should not be construed as limiting the present application. Unless specifically stated or limited otherwise, the terms "mounted," "connected," and "coupled" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the terms in this application will be understood by those of ordinary skill in the art as the case may be.
It should be noted that in this application, relational terms such as "first" and "second" and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
The foregoing is merely a specific embodiment of the application to enable one skilled in the art to understand or practice the application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (9)
1. Construction landing stage erodees and silts degree of depth intelligent monitoring device, its characterized in that includes:
the distance measuring sensor (1) is arranged on the periphery of the trestle steel pipe pile (9) and below a water level line, so that the vertical distance between the distance measuring sensor (1) and the river bed surface is acquired in real time;
the data transmission module (2), the said data transmission module (2) is connected with said range finding sensor (1), and send the vertical distance between the range finding sensor (1) and river bed surface that the range finding sensor (1) gathers in real time to BIM platform (4);
the sensor winding and unwinding roller is fixed at the top of the trestle steel pipe pile (9), and a traction rope (6) for hoisting the ranging sensor (1) and a data wire (7) for connecting the ranging sensor (1) to the data transmission module (2) are wound on the sensor winding and unwinding roller.
2. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the sensor winding and unwinding roller comprises a manual roller (5) for winding a traction rope (6), a roller support is arranged on one side of the manual roller (5), a roller for winding the traction rope (6) is rotatably connected to the roller support, and an encoder which is coaxially connected with the roller and used for measuring the winding and unwinding length of the traction rope (6) is further arranged on the roller support.
3. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the device also comprises a pontoon (10) or a pontoon (13) floating on the water surface, wherein the ranging sensor (1) is fixed on the pontoon (10) or the pontoon (13) and floats up and down along with the pontoon (10) or the pontoon (13) according to the change of a water line, and the sensor winding and unwinding roller comprises an automatic roller (11) for winding a traction rope (6);
one side of the automatic roller (11) is provided with a roller support, a roller which is connected with the traction rope (6) in a rotating way is arranged on the roller support, and an encoder which is coaxially connected with the roller and used for measuring the winding and unwinding length of the traction rope (6) is further arranged on the roller support.
4. A construction trestle flushing and sedimentation depth intelligent monitoring device according to any one of claims 1 to 3, characterized in that:
the water-blocking protective shell (8) penetrating up and down is fixedly arranged on the periphery of the trestle steel pipe pile (9), the bottom of the water-blocking protective shell (8) is located above a river bed surface, and the ranging sensor (1) is located in the water-blocking protective shell (8) and moves up and down freely in the water-blocking protective shell (8) so as to prevent water flow from scouring the ranging sensor (1).
5. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 4, wherein:
the water-blocking protective shell (8) is a steel pipe welded on the periphery of the trestle steel pipe pile (9), or a channel steel welded on the periphery of the trestle steel pipe pile (9), and a notch of the channel steel faces the trestle steel pipe pile (9) and forms an accommodating space which penetrates up and down and is sealed around with the trestle steel pipe pile (9).
6. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the outer periphery of landing stage steel-pipe pile (9) is equipped with fixedly fixed frock (12) of range sensor (1), fixed frock (12) are equipped with a plurality ofly along the direction of height of landing stage steel-pipe pile (9), at least one fixed frock (12) are located under the minimum water line, range sensor (1) can dismantle with fixed frock (12) and be connected.
7. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the top of landing stage steel-pipe pile (9) still is equipped with solar cell panel (3) and the storage battery of connecting range sensor (1) and data transmission module (2).
8. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the steel pipe pile (9) of the trestle is inserted and beaten at the periphery of a bridge pile foundation steel cofferdam (16), a construction platform (15) is arranged at the top of the steel pipe pile (9) of the trestle, a plurality of flushing measuring points (14) are annularly distributed on the periphery of the bridge pile foundation steel cofferdam (16), and ranging sensors (1) are uniformly distributed in the upstream direction and the downstream direction of each flushing measuring point (14).
9. The intelligent monitoring device for flushing and sedimentation depth of construction trestle as defined in claim 1, wherein:
the BIM platform (4) is internally provided with a processor for obtaining the embedding depth of the trestle steel pipe pile (9), a memory connected with the processor and a wireless data transmission module, and the wireless data transmission module wirelessly transmits the embedding depth of the trestle steel pipe pile (9) obtained by the processor to the mobile terminal.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320239659.7U CN219455008U (en) | 2023-02-17 | 2023-02-17 | Construction landing stage erodees and silts degree of depth intelligent monitoring device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320239659.7U CN219455008U (en) | 2023-02-17 | 2023-02-17 | Construction landing stage erodees and silts degree of depth intelligent monitoring device |
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Effective date of registration: 20240821 Address after: 430050 No. 38, Hanyang Avenue, Hanyang District, Hubei, Wuhan Patentee after: CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. Country or region after: China Patentee after: CHINA RAILWAY BRIDGE SCIENCE RESEARCH INSTITUTE, Ltd. Patentee after: WUHAN BRIDGE CONSTRUCTION ENGINEERING SUPERVISION CO.,LTD. Address before: 430050 No. 38, Hanyang Avenue, Hanyang District, Hubei, Wuhan Patentee before: CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. Country or region before: China Patentee before: CHINA RAILWAY BRIDGE SCIENCE RESEARCH INSTITUTE, Ltd. |