CN203007919U - Floating type hydraulic structure foundation monitoring device for shallow sea region - Google Patents
Floating type hydraulic structure foundation monitoring device for shallow sea region Download PDFInfo
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- CN203007919U CN203007919U CN 201220639715 CN201220639715U CN203007919U CN 203007919 U CN203007919 U CN 203007919U CN 201220639715 CN201220639715 CN 201220639715 CN 201220639715 U CN201220639715 U CN 201220639715U CN 203007919 U CN203007919 U CN 203007919U
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Abstract
The utility model discloses a floating type hydraulic structure foundation monitoring device for a shallow sea region. The floating type hydraulic structure foundation monitoring device comprises a set of data acquiring and processing systems arranged on a measuring ship and a plurality of sets of monitoring systems, wherein data transmission cables of the monitoring systems are respectively provided with a cable protecting system, the data acquiring and processing systems acquire and process data from the plurality of sets of the monitoring systems, the cable protecting systems are connected with a floating system, and the data acquiring and processing systems wirelessly control the floating system. The floating type hydraulic structure foundation monitoring device can be used for performing the complex construction on the sea and exactly acquiring the monitoring data, and the acquisition of the data is continuous. The floating type hydraulic structure foundation monitoring device is simple to operate, convenient to manage, low in running cost, and high in automation control degree, so that the monitoring cost can be greatly reduced; and the construction progress can be greatly improved, and the foundation is more stable. The floating type hydraulic structure foundation monitoring device is particularly suitable for the stability monitoring work of the foundation during the coastal port diking epeirogenetic engineering and the breakwater building or extending engineering in China.
Description
Technical field
The utility model relates to a kind of groundwork detection device, particularly relates to a kind of neritic province domain floatable foundation of hydraulic structure monitoring device.
Background technology
The monitoring of neritic province domain foundation of hydraulic structure is the problem of solution of being badly in need of in embankment epeirogenetic engineering and the construction of coastal port mole or extension line project, guaranteeing under the stable prerequisite of engineering foundation, improve efficiency of construction, and make engineering construction be able to scientifically, in a planned way carry out, thereby can the reduction of erection time, ensure the quality of products, safety is completed object of construction production smoothly, and this is an in good time and useful job, has great economic benefit and social benefit.
Carry out the monitoring of neritic province domain foundation of hydraulic structure, the problem that at first will solve is before extensive construction, monitoring instrument to be laid on the section point of design appointment, should normal observation and analysis when extensive construction, do not constructed again and the impact of the external factor such as passing ships.At present still do not have feasible technical scheme to address this problem.At present, the monitoring of neritic province domain foundation of hydraulic structure, general employing diver dive is carried out data acquisition with the data transmission cable of monitoring instrument from being brought up under water again, or directly the data transmission cable of monitoring instrument is directly swum in seawater surface, if the diver can not find the data transmission cable of monitoring instrument, or the data transmission cable of monitoring instrument is subject to the destruction that scratches of shippping traffic, and the collecting work of monitored data just can not carry out, and needs again lay monitoring instrument again.Do like this, monitoring cost is high, inefficiency, and monitored data can not link up effectively, monitoring analysis data for want of, foundation stability can not get controlling timely, will directly affect the assessment of workmanship.
Summary of the invention
The utility model provides a kind of neritic province domain floatable foundation of hydraulic structure monitoring device for solving the technical problem that exists in known technology, this device can be by flexible amplifier to the former mud face in neritic province domain seabed, when carrying out the data acquisition operation, automatically float on the sea, thereby avoid the collecting work of monitored data to interrupt, for the postorder construction operation provides guide data accurately, provide solid guarantee for guaranteeing base stabilization.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of neritic province domain floatable foundation of hydraulic structure monitoring device, comprise that a cover is arranged on data acquisition processing system and the many cover monitoring systems of measuring on boats and ships, the data transmission cable of described monitoring system is equipped with the cable protection system, described data acquisition processing system collection and processing are from the data of the described monitoring system of many covers, described cable protection system is connected with the sink-float system, and described data acquisition processing system carries out controlled in wireless to described sink-float system;
Described sink-float system comprises hollow buoyancy aid, storage twine carrier and wireless remote control release, and described hollow buoyancy aid is connected with an end of endurance rope, and the other end of described endurance rope is fixed in described storage twine carrier; Described storage twine carrier and described wireless remote control release are affixed, and described wireless remote control release remains on described endurance rope in described storage twine carrier; Described data acquisition processing system is controlled described wireless remote control release and is discharged described endurance rope.
The described monitoring system of every cover that is on a foundation section includes pore water pressure equipment, angle of slope monitoring equipment and vertical displacement monitoring equipment, and the data transmission cable of the data transmission cable of the described pore water pressure equipment in the described monitoring system of every cover, described angle of slope monitoring equipment and the data transmission cable of described vertical displacement monitoring equipment all are arranged in same set of described cable protection system.
The one described cable protection of cover system and the connection of the corresponding described sink-float of a cover system.
The described cable protection of every cover system includes wired hose protective device and the hard duct section joint formula of steel protective device; described wired hose protective device is laid in the following soil layer of former mud face; the hard duct section joint formula of described steel protective device is laid in piece stone and throws and to pound on zone and the former mud face in seabed, until with the junction of the system of sink-float.
The hard duct section joint formula of described steel protective device is to be formed by the steel hard tube section of a meter that hose coupling interlinks together by more piece.
Described data acquisition processing system comprises GPS global positioning system, wireless control terminal, monitoring equipment data collecting instrument and computer data analysis process system.
Described wireless control terminal is the portable wireless control terminal.
Advantage and the good effect that the utlity model has are:
1) synthetical collection is strong; by adopting pore water pressure equipment, angle of slope monitoring equipment, vertical displacement monitoring equipment comprehensively in a cover monitoring system; and adopt the structure of same set of cable protection system; efficiently solve the reasonable unification of the different monitoring project of same section; avoided a plurality of observation points and kinds of protect measure and used; cause the difficult problem of waste of material, be suitable for the zone that in engineering construction, routine monitoring equipment can't carry out effective protection.
2) installation rate is fast; by adopting, wired hose protective device and steel hard tube protective device are integrated in structure in the cable protection system; equipment can be assembled at the scene rapidly; can be safer, carry out the work in the open air reliably; can increase work efficiency more than several times; shortened the field work time, provided cost savings.
3) safe, by adopting the structure that hollow buoyancy aid, storage twine carrier, wireless remote control release are combined, give full play to the performance of wireless remote control release, make this system can be by flexible amplifier to the former mud face in neritic province domain seabed, thereby avoid because shippping traffic scratches the destruction of causing, avoid the collecting work of monitored data to interrupt; When carrying out the data acquisition operation, can hollow buoyancy aid be floated on the sea automatically by controlled in wireless, thereby the staff can be mentioned the data transmission cable of monitoring system on surveying vessel easily, carry out data acquisition, convenient and swift, high efficiency.
4) stable performance, can construction period collect continuous, really, on-the-spot real data accurately, in time control construction speed, guarantee base stabilization.And have flexible, the widely used characteristics of use, have good engineering adaptability.
5) construction cost is low, does not need existing monitoring equipment is transformed, and only needs secondary development is carried out in the data acquisition of existing equipment, and utilizes the existing technology in market to integrate, and cost is low, easily realizes.
6) using on equipment, automaticity is high, simple and safe operation, without any environment pollution.
In sum, the utility model can gather monitored data exactly in the offshore construction of complexity, and data acquisition is continuous, can reach the regulation of " marine traffic engineering hydraulic structure prototype measurement technical specification " JTJ218-2005, simple to operate, convenient management, operating cost is low, automatic controlling level is high, and the cost of monitoring is greatly reduced; The utility model can improve the progress of construction by to the analysis of monitored data guiding construction exactly greatly, and foundation is more stable.Be particularly suitable for the monitoring of foundation stability in China coast harbour embankment epeirogenetic engineering and mole construction or extension line project.
Description of drawings
Fig. 1 is structural representation of the present utility model.
In figure: 1-1, pore water pressure equipment; 1-2, angle of slope monitoring equipment, 1-3, vertical displacement monitoring equipment, 2-1, wired hose protective device; 2-2, the hard duct section joint formula of steel protective device; 3-1, hollow buoyancy aid, 3-2, storage twine carrier, 3-3, wireless remote control release; 4-1, wireless control terminal; 4-2, monitoring equipment data collecting instrument, 4-3, computer data analysis process system, 4-4, GPS global positioning system.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
See also Fig. 1; a kind of neritic province domain floatable foundation of hydraulic structure monitoring device; comprise that a cover is arranged on data acquisition processing system and the many cover monitoring systems of measuring on boats and ships; the data transmission cable of monitoring system is equipped with the cable protection system; data acquisition processing system gathers and processes the data from many covers monitoring system; the cable protection system is connected with the sink-float system, and data acquisition processing system carries out controlled in wireless to the sink-float system.
In the present embodiment, data acquisition processing system comprises GPS global positioning system 4-4, wireless control terminal 4-1, monitoring equipment data collecting instrument 4-2 and computer data analysis process system 4-3; Thereby the computer data analytical system can analyze the stability that the trend of foundation variation is judged ground exactly at the scene in time.
In the present embodiment, the sink-float system comprises hollow buoyancy aid 3-1, storage twine carrier 3-2 and wireless remote control release 3-3, and hollow buoyancy aid 3-1 is connected with an end of endurance rope, and the other end of endurance rope is fixed on and stores up in twine carrier 3-2; Storage twine carrier 3-2 and wireless remote control release 3-3 are affixed, and wireless remote control release 3-3 remains on the endurance rope in storage twine carrier 3-2; Wireless control terminal 4-1 controls wireless remote control release 3-3 and discharges the endurance rope.The sink-float system is submerged in the seabed at ordinary times, does not affect normally travelling of sea boats and ships, and anti-external interference factor ability is strong.
In the present embodiment; in order to reduce the installation cost of monitoring system; the every cover monitoring system that is on a foundation section includes pore water pressure equipment 1-1, angle of slope monitoring equipment 1-2 and vertical displacement monitoring equipment 1-3, and the data transmission cable of the data transmission cable of the pore water pressure equipment in every cover monitoring system, the data transmission cable of angle of slope monitoring equipment and vertical displacement monitoring equipment all is arranged in same set of cable protection system.One cover cable protection system and the connection of a corresponding cover sink-float system.
In the present embodiment; every cover cable protection system includes wired hose protective device 2-1 and the hard duct section joint formula of steel protective device 2-2; wired hose protective device 2-1 is laid in the following soil layer of former mud face; the hard duct section joint formula of steel protective device 2-2 is laid in piece stone and throws and to pound on zone and the former mud face in seabed, until with the junction of the system of sink-float.The hard duct section joint formula of steel protective device is to be formed by the steel hard tube section of a meter that hose coupling interlinks together by more piece, and the ability that the opposing piece stone throwing formula of pounding is destroyed is strong.
In the present embodiment, wireless control terminal 4-1 adopts operated wireless control terminal.Hydraulic structure is submerged breakwater.
Operating principle of the present utility model:
Under the navigator fix of GPS global positioning system 4-4, measure ship running near the sink-float system; Operate wireless control terminal 4-1 sends instruction to wireless remote control release 3-3, makes it discharge the endurance rope; The superpower endurance rope liter that hollow buoyancy aid 3-1 drives under the effect of buoyant of sea water in storage twine carrier 3-2 prolongs on the sea; The staff pulls the endurance rope that one end of wireless remote control release 3-3 and monitoring system data transmission cable is carried to the surveying vessel working platform, uses monitoring equipment data collecting instrument 4-2 that the data of pore water pressure equipment 1-1, angle of slope monitoring equipment 1-2 and vertical displacement monitoring equipment 1-3 are gathered one by one.After data acquisition is completed, startup computer data analytical system 4-3 analyzes image data, and the stability of foundation is carried out tentative prediction and judgement; After data acquisition is completed, the staff puts back to the endurance rope in storage twine carrier 3-2, and whole sink-float system is dropped into the sea, and under action of gravitation, the sink-float system is settled down to the former mud face in seabed; Reuse GPS global positioning system 4-4 the sinking position coordinate is positioned, in order to next data acquisition.
Claims (7)
1. neritic province domain floatable foundation of hydraulic structure monitoring device, comprise that a cover is arranged on data acquisition processing system and the many cover monitoring systems of measuring on boats and ships, the data transmission cable of described monitoring system is equipped with the cable protection system, described data acquisition processing system collection and processing are from the data of the described monitoring system of many covers, it is characterized in that: described cable protection system is connected with the sink-float system, and described data acquisition processing system carries out controlled in wireless to described sink-float system;
Described sink-float system comprises hollow buoyancy aid, storage twine carrier and wireless remote control release, and described hollow buoyancy aid is connected with an end of endurance rope, and the other end of described endurance rope is fixed in described storage twine carrier; Described storage twine carrier and described wireless remote control release are affixed, and described wireless remote control release remains on described endurance rope in described storage twine carrier; Described data acquisition processing system is controlled described wireless remote control release and is discharged described endurance rope.
2. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 1; it is characterized in that; the described monitoring system of every cover that is on a foundation section includes pore water pressure equipment, angle of slope monitoring equipment and vertical displacement monitoring equipment, and the data transmission cable of the data transmission cable of the described pore water pressure equipment in the described monitoring system of every cover, described angle of slope monitoring equipment and the data transmission cable of described vertical displacement monitoring equipment all are arranged in same set of described cable protection system.
3. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 2, is characterized in that, the described cable protection of a cover system and the connection of the corresponding described sink-float of a cover system.
4. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 2; it is characterized in that; the described cable protection of every cover system includes wired hose protective device and the hard duct section joint formula of steel protective device; described wired hose protective device is laid in the following soil layer of former mud face; the hard duct section joint formula of described steel protective device is laid in piece stone and throws and to pound on zone and the former mud face in seabed, until with the junction of the system of sink-float.
5. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 4, is characterized in that, the hard duct section joint formula of described steel protective device is to be formed by the steel hard tube section of a meter that hose coupling interlinks together by more piece.
6. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 1, it is characterized in that, described data acquisition processing system comprises GPS global positioning system, wireless control terminal, monitoring equipment data collecting instrument and computer data analysis process system.
7. neritic province domain floatable foundation of hydraulic structure monitoring device according to claim 6, is characterized in that, described wireless control terminal is the portable wireless control terminal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220639715 CN203007919U (en) | 2012-11-27 | 2012-11-27 | Floating type hydraulic structure foundation monitoring device for shallow sea region |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220639715 CN203007919U (en) | 2012-11-27 | 2012-11-27 | Floating type hydraulic structure foundation monitoring device for shallow sea region |
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| CN203007919U true CN203007919U (en) | 2013-06-19 |
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| CN 201220639715 Expired - Fee Related CN203007919U (en) | 2012-11-27 | 2012-11-27 | Floating type hydraulic structure foundation monitoring device for shallow sea region |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953366A (en) * | 2012-11-27 | 2013-03-06 | 天津水运工程勘察设计院 | Monitoring device for foundation of floating hydraulic structure in shallow sea area |
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2012
- 2012-11-27 CN CN 201220639715 patent/CN203007919U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953366A (en) * | 2012-11-27 | 2013-03-06 | 天津水运工程勘察设计院 | Monitoring device for foundation of floating hydraulic structure in shallow sea area |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130619 Termination date: 20171127 |