CN204156900U - The closely knit system of numerical digit kinetic energy - Google Patents
The closely knit system of numerical digit kinetic energy Download PDFInfo
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- CN204156900U CN204156900U CN201420186173.2U CN201420186173U CN204156900U CN 204156900 U CN204156900 U CN 204156900U CN 201420186173 U CN201420186173 U CN 201420186173U CN 204156900 U CN204156900 U CN 204156900U
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Abstract
The closely knit system of a kind of numerical digit kinetic energy, can be applicable among a treatment of soft foundation engineering, this system includes sense terminal, main control end, trusted end and geological disposal device, wherein sense terminal can be arranged among soft soil foundation, state for Soft Soil Layer is detected, and is sent to main control end and is noted down, and main control end can make data setting for the state of soil layer, and when data value reaches a standard, transmit warning message to trusted end, provide geological disposal device as the foundation of operation.
Description
Technical field
The utility model has the closely knit system about a kind of weak soil, and the closely knit system of more a kind of application numerical digit kinetic energy, can be applicable among various treatment of soft foundation engineering field.
Background technology
General method for processing foundation is exactly according to the requirement of superstructure to ground, necessary strong and improvement is carried out to ground, improve the bearing capacity of foundation soil, ground is stablized, reduce sedimentation and the differential settlement of superstructure, a kind of engineering method of Compaction variables and raising Anti-liquefying asility.
Generally constantly deposit under the environment of unhurried current water and hydrostatic and the Soft Soil Layer that formed, there is the shortcomings such as instability, viscosity is less, intensity is weak, if be that ground carries out road and bridge or structure construction with Soft Soil Layer, the sedimentation that easy appearance is larger and phenomenon of caving in, the serious use having influence on structure, and then cause huge economic loss and severe social influence, be therefore all a difficult problem for industry for the consolidation process of soft soil foundation all the time.
Because saturated soft soil is because poor permeability, water content are high, low bearing capacity, in order to head it off, there is various different method for processing foundation on the market at present, as: rolled-on method, compacting method, replacement cushion method, discharging consolidation preloading method and pile foundation method, with heavy-tamping method be hammer into shape and heavily ram after, the relative compaction of the ground top layer soil body or dry density will be increased, thus improve the bearing capacity of top layer ground; For collapsible loess, tamping can reduce the settlement by soaking of topsoil, for miscellaneous fill, then can reduce its inhomogeneities.
But applying among treatment of soft foundation engineering, the state for Soft Soil Layer only can calculate with data, and accuracy is limited; If use extra measuring instrument manually to measure, consuming timely to take a lot of work and consumption of natural resource, if find when by the time checking and accepting, disappearance is improved again, for the progress of engineering, tool is not ageing again, therefore how to break through the disappearance of known techniques, what increase treatment of soft foundation engineering applies convenience, is a technical task had practical value in fact.
Utility model content
Because the disappearance in known techniques engineering method, the utility model proposes the closely knit system of a kind of numerical digit kinetic energy, it can be the data providing detecting in engineering in real time, makes applying for the treatment of of soft foundation more smooth.
For reaching above-mentioned purpose, solution of the present utility model is:
The closely knit system of a kind of numerical digit kinetic energy, the closely knit system of this numerical digit kinetic energy is applied among a treatment of soft foundation engineering, includes:
At least one sense terminal, this sense terminal is arranged at a Soft Soil Layer, and in order to detect this Soft Soil Layer state after generate a test data;
One main control end, this main control end is connected with this sense terminal, and this main control end in order to set at least one default data, and receives this test data by this sense terminal, and when this test data exceedes this default data, send a warning message;
One trusted end, this trusted end is arranged among a geological disposal device, and this trusted end is in order to receive this warning message.
Further, test data is the water content of this Soft Soil Layer.
Further, sense terminal more comprises a built-in sequence number.
Further, sense terminal more comprises:
One wireless transmission unit, this wireless transmission unit is in order to be sent to this main control end by this test data;
One power unit, this power unit is connected with this wireless transmission unit, and this power unit is in order to provide the electric power needed for this sense terminal.
Further, a global positioning system (GPS) is more provided with in wireless transmission unit.
Further, main control end more comprises:
One wireless transmit/receive units, this wireless transmit/receive units is more in order to receive this test data and to spread out of this warning message;
One arithmetic element, this arithmetic element is connected with this wireless transmit/receive units, and this arithmetic element is in order to this default data of comparison and this test data and generate this warning message, and notes down this test data;
One input unit, this input unit is connected with this wireless transmit/receive units, and input unit is in order to set this default data;
One main control end display screen, this main control end display screen is connected with this wireless transmit/receive units, and this main control end display screen is in order to show this test data.
Further, trusted end more comprises:
One radio receiving unit, this radio receiving unit is more in order to receive this warning message;
One trusted end display screen, this trusted end display screen is connected with this radio receiving unit, and this trusted end display screen is in order to show this warning message.
Further, geological disposal device more comprises a hammer ram.
The utility model is by the detecting mode of scientific and technological numerical digit, carry out auxiliary geology processing unit with the program of kinetic energy compacting soft earth foundation, this system includes sense terminal, main control end, trusted end and geological disposal device, wherein sense terminal can be arranged among soft soil foundation, state for soil layer is detected, and be sent to main control end and noted down, main control end can make data setting for the state of soil layer, and when data value reaches a standard, transmit warning message to trusted end, provide geological disposal device as the foundation of operation.
Accompanying drawing explanation
Fig. 1 is the first configuration diagram of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 2 A is main control end square signal (1) figure of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 2 B is the trusted end block schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 3 is the first embodiment schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 4 is the second configuration diagram of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 5 A is main control end square signal (2) figure of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 5 B is the sense terminal block schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model;
Fig. 6 is the second embodiment schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model.
[symbol description]
1 Soft Soil Layer 2 geological disposal device
10 sense terminal 11 wireless transmission unit
12 power unit 13 transmission lines
20 main control end 21 arithmetic elements
22 input unit 23 wireless transmit/receive units
24 main control end display screen 30 trusted ends
31 radio receiving unit 32 trusted end display screens.
Embodiment
In order to explain the technical solution of the utility model further, below by specific embodiment, the utility model is elaborated.
Referring to Fig. 1, is the first configuration diagram of the closely knit system of numerical digit kinetic energy of the present utility model; The closely knit system of numerical digit kinetic energy of the present utility model includes sense terminal 10, main control end 20, trusted end 30 and geological disposal device 2, wherein sense terminal 10 can be arranged among soft soil foundation, state for soil layer is detected, built-in sequence number is provided with in sense terminal 10, and be sent to main control end 20 through transmission line and noted down, main control end 20 can make data setting for the state of soil layer, and when data value reaches a standard, produce warning message, be sent to trusted end 30 in the mode of wireless transmission, provide the operator of geological disposal device 2 as the reference frame of operation.
Continue referring to Fig. 2 A, for main control end square signal (1) figure of the closely knit system of numerical digit kinetic energy of the present utility model, the main control end of the closely knit system of numerical digit kinetic energy of the present utility model can include: arithmetic element 21, input unit 22, wireless transmit/receive units 23 and main control end display screen 24, wherein main control end display screen 24 is used for showing the test data that each sense terminal senses, supply workmen for referencial use, input unit 22 then can make setting for the scope of workmen to test data, and do monitoring management through arithmetic element 21, arithmetic element 21 is for noting down the test data that each sense terminal senses, and when test data exceeds the default data of workmen's setting, produce a warning message, this warning message is then sent to trusted end through wireless transmit/receive units 23.
Radio receiving unit 31 and trusted end display screen 32 is then provided with in trusted end 30, the wherein warning message that produces for receiving main control end of radio receiving unit 31, and warning message is reached trusted end display screen 32 and show, like this then can allow geological disposal device operating personnel as a reference, aforementioned trusted end 30 framework please refer to Fig. 2 B, is the trusted end block schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model.
Continue referring to Fig. 3, the first embodiment schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model, in figure, ground is set as a Soft Soil Layer 1, because the bearing capacity of soft base is lower, if be left intact, generally can not bear larger building load, so building constructure must pay attention to distortion and the stable problem of ground on soft base, the object of basement process mainly improves the engineering properties of foundation soil, reach and meet the requirement of building to ground stabilization and deformation, comprise the deformation characteristic and permeability that improve foundation soil, improve its shearing strength and Anti-liquefying asility, and eliminate other adverse effect, geological disposal device 2 in figure, for hammer ram is mentioned certain altitude (as: 2.5 ~ 4.5m) by a kind of hoisting machinery, hammer ram is freely fallen and repeats to ram with reinforcing flexible foundation, hammer is heavy is generally not less than 15kN, relative compaction or the dry density of the top layer soil body after ramming will increase, thus improve the bearing capacity on ground top layer, and reduce settlement by soaking and the inhomogeneities thereof of topsoil.
Native system appropriate location in Soft Soil Layer 1 is provided with at least one sense terminal 10, and be connected to main control end 20 with transmission line 13, main control end like this 20 can the built-in sequence number of each sense terminal of interpretation 10, carry out the state of the real-time current Soft Soil Layer 1 of monitoring each sense terminal 10 periphery, and be used as by the test data of sense terminal 10 the scheduling reference continuing construction, test data can be noted down by main control end 20, and set the scope (water content of such as soil) of default data, if when the water content that sense terminal 10 detects soil is lower than default data, main control end 20 can pass through be wirelessly transmitted to geological disposal device 2 trusted end 30 among, by the operating personnel of trusted end 30 pairs of geology processing unit 2, warning is proposed, judge next step constructing operation direction.
Except aforesaid enforcement framework, more having following enforcement framework not violating the utility model under same creation spirit, please continue to refer to Fig. 4, is the second configuration diagram of the closely knit system of numerical digit kinetic energy of the present utility model; This enforcement framework includes sense terminal 10, main control end 20, trusted end 30 and geological disposal device 2 equally, wherein sense terminal 10 can be arranged among soft soil foundation, state for soil layer is detected, and be sent to main control end 20 through wireless transmission and noted down, main control end 20 can make data setting for the state of soil layer, and when data value reaches a standard, produce warning message, be sent to trusted end 30 in the mode of wireless transmission, provide the operator of geological disposal device 2 as the reference frame of operation.
Continue referring to Fig. 5 A, for main control end square signal (2) figure of the closely knit system of numerical digit kinetic energy of the present utility model, the main control end of the closely knit system of numerical digit kinetic energy of the present utility model can include: arithmetic element 21, input unit 22, wireless transmit/receive units 23 and main control end display screen 24, wherein main control end display screen 24 is used for showing the test data that each sense terminal senses, supply workmen for referencial use, test data is collected by wireless transmit/receive units 23, input unit 22 then can make setting for the scope of workmen to test data, and do monitoring management through arithmetic element 21, arithmetic element 21 is for noting down the test data that each sense terminal senses, and when test data exceeds the default data of workmen's setting, produce a warning message, this warning message is then sent to trusted end through wireless transmit/receive units 23.
Wireless transmission unit 11 and power unit 12 is then provided with in sense terminal 10, wherein the test data that produces for transmitting sense terminal 10 of wireless transmission unit 11, is more provided with a global positioning system (Global Positioning System in wireless transmission unit 11; GPS), power unit 12 is then in order to provide the power supply needed for detecting soil and wireless transmission, and aforementioned sense terminal 10 framework please refer to Fig. 5 B, the sense terminal block schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model.
Finally please refer to Fig. 6, the second embodiment schematic diagram of the closely knit system of numerical digit kinetic energy of the present utility model, in figure, architecture is roughly the same with the first embodiment, only difference is that native system appropriate location in Soft Soil Layer 1 is provided with the sense terminal 10 of at least one, and be connected to main control end 20 with wireless transmission method, the position of sense terminal 10 is such as shown with global positioning system (GPS), the each position of sense terminal 10 in construction area can be had a clear understanding of, main control end like this 20 can be real-time the state of the current Soft Soil Layer 1 of monitoring each sense terminal 10 periphery, and be used as by the test data of sense terminal 10 the scheduling reference continuing construction, test data can be noted down by main control end 20, and set the scope (water content of such as soil) of default data, if when the water content that sense terminal 10 detects soil is lower than default data, main control end 20 can pass through be wirelessly transmitted to geological disposal device 2 trusted end 30 among, by the operating personnel of trusted end 30 pairs of geology processing unit 2, warning is proposed, judge next step constructing operation direction.
The laying of transmission line between sense terminal and main control end can be save through wireless mode, but sense terminal then need set up wireless transmission unit and power unit, but two kinds of frameworks can provide the data of detecting in real time in engineering, make applying for the treatment of of soft foundation more smooth.
Although the utility model discloses as above with aforesaid preferred embodiment; so itself and be not used to limit the utility model; anyly have the knack of this those skilled in the art; not departing from spirit and scope of the present utility model; when doing a little change and retouching, therefore protection range of the present utility model is when being as the criterion depending on the accompanying claim person of defining.
Claims (7)
1. the closely knit system of numerical digit kinetic energy, the closely knit system of this numerical digit kinetic energy is applied among a treatment of soft foundation engineering, it is characterized in that, includes:
Generate the sense terminal of a test data after at least one state in order to detect Soft Soil Layer, this sense terminal is arranged at a Soft Soil Layer;
One in order to set the main control end of at least one default data, and this main control end is connected with this sense terminal, and receive test data by this sense terminal, and when this test data exceedes default data, send a warning message;
One in order to receive the trusted end of this warning message, and this trusted end is arranged among a geological disposal device.
2. the closely knit system of numerical digit kinetic energy as claimed in claim 1, is characterized in that: sense terminal more comprises a built-in sequence number.
3. the closely knit system of numerical digit kinetic energy as claimed in claim 1, it is characterized in that, sense terminal more comprises:
One in order to be sent to the wireless transmission unit of main control end by test data;
One in order to provide the power unit of the electric power needed for this sense terminal, and this power unit is connected with wireless transmission unit.
4. the closely knit system of numerical digit kinetic energy as claimed in claim 3, is characterized in that: be more provided with a global positioning system in wireless transmission unit.
5. the closely knit system of numerical digit kinetic energy as claimed in claim 1, it is characterized in that, main control end more comprises:
One in order to receive this test data and to spread out of the wireless transmit/receive units warning message;
One in order to comparison default data and test data and generate and warn message and the arithmetic element noting down test data, and this arithmetic element is connected with this wireless transmit/receive units;
One in order to set the input unit of this default data, and this input unit is connected with this wireless transmit/receive units;
One in order to show the main control end display screen of this test data, and this main control end display screen is connected with wireless transmit/receive units.
6. the closely knit system of numerical digit kinetic energy as claimed in claim 1, it is characterized in that, trusted end more comprises:
One in order to receive the radio receiving unit of this warning message;
One in order to show the trusted end display screen of this warning message, and this trusted end display screen is connected with radio receiving unit.
7. the closely knit system of numerical digit kinetic energy as claimed in claim 1, is characterized in that: geological disposal device more comprises a hammer ram.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420186173.2U CN204156900U (en) | 2014-04-16 | 2014-04-16 | The closely knit system of numerical digit kinetic energy |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420186173.2U CN204156900U (en) | 2014-04-16 | 2014-04-16 | The closely knit system of numerical digit kinetic energy |
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| Publication Number | Publication Date |
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| CN204156900U true CN204156900U (en) | 2015-02-11 |
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| CN201420186173.2U Expired - Fee Related CN204156900U (en) | 2014-04-16 | 2014-04-16 | The closely knit system of numerical digit kinetic energy |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11785888B2 (en) | 2020-08-11 | 2023-10-17 | Cnh Industrial America Llc | Combine loose soil detection sensor |
-
2014
- 2014-04-16 CN CN201420186173.2U patent/CN204156900U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11785888B2 (en) | 2020-08-11 | 2023-10-17 | Cnh Industrial America Llc | Combine loose soil detection sensor |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20170416 |
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| CF01 | Termination of patent right due to non-payment of annual fee |