CN103640082B - Concrete bottom plate structure maintenance method and system - Google Patents
Concrete bottom plate structure maintenance method and system Download PDFInfo
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- CN103640082B CN103640082B CN201310746673.7A CN201310746673A CN103640082B CN 103640082 B CN103640082 B CN 103640082B CN 201310746673 A CN201310746673 A CN 201310746673A CN 103640082 B CN103640082 B CN 103640082B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/247—Controlling the humidity during curing, setting or hardening
Abstract
The invention provides a kind of Concrete bottom plate structure maintenance method and system, comprise the following steps: (1), arrange A measure point and B measures point in concrete floor, temperature sensor Timing measurement two measures temperature T of pointAAnd TB, wherein, A measures the skin temperature of some monitoring concrete floor, and B measures the internal temperature of some monitoring concrete floor；(2) thermograde γ between, calculating two measurement is put: γ=| TA‑TB|/| HA‑HB|, HAAnd HBIt is respectively A and measures point and B measurement point height value in concrete floor short transverse；(3), when thermograde γ is more than preset value, concrete floor is added heat-insulation layer；(4), when γ reaches maximum and begins to decline, concrete floor is carried out spray water maintenance.Beneficial effects of the present invention is to reduce the internal-external temperature difference of backplate surface and kept the surface wettability of concrete floor by watering by adding a cover the measure of heat-insulation layer, be finally reached real-time, prevent soleplate crack efficiently.
Description
Technical field
The invention belongs to technical field of civil engineering, be specifically related to a kind of Concrete bottom plate structure maintenance method
And system.
Background technology
Along with socio-economic development, the step of Development of China's Urbanization is increasingly faster, and concrete floor pours and becomes
It is seen everywhere, but on the most a lot of building site, concrete floor surface occurs that the situation in crack is the most serious.
The reason generally resulting in concrete floor cracking is: concrete floor pours early stage, due to hydration heat of cement
Release, can cause temperature rise cause volumetric expansion, after hydration heat of cement rate of release slows down,
Base plate volume contraction is caused owing to backplate surface heat radiation can cause temperature to decline.The expansion of concrete floor with
Contraction is not to occur along whole sectional uniform, heats up when expanding due to the thermolysis on surface, surface
It is slow that temperature rises, and it is fast that middle portion temperature rises, and causes portion in the soleplate to form thermograde with surface,
Thermograde shows that the most greatly the bending that backplate surface should occur under the effect of temperature is the biggest, receives constraint
Tension force is the biggest, and when thermograde is more than certain value, backplate surface will produce cracking.Concrete bottom
Plate pours the later stage, and concrete floor easily occurs to be dried contraction, is dried to shrink and typically internally sends out from basal surface
Exhibition, when the area that dry tack free is shunk is excessive, also results in the face checking of base plate.
The measure reducing mixed earth backplate surface crack mainly reduces backplate surface by surface heat preservation measure
Internal-external temperature difference or keep the moistening of underplate concrete surface by surface watering.
On current building site, the temperature control index to mixed earth base plate insulated curing is base plate central temperature and surface
The difference of temperature not can exceed that 25 degree, and backplate surface temperature can not be more than 20 degree with atmospheric temperature difference.But
The main cause causing concrete surface to ftracture is the thermograde of concrete surface, it is impossible to only consider temperature
Difference, it is necessary to consider the impact of thickness factor.Reason is that the thick plate thick with 20cm of a 10cm is borne by
During 25 degree of temperature difference, the end of 10cm, is the most easy to crack, it is therefore necessary in the range of measuring surface certain thickness
Temperature difference obtains thermograde, instructs insulation, moisture-keeping maintaining with this thermograde.
And, the maintenance of base plate is only rested on and carries out surface simple covering and heat insulating layer with artificial by current great majority
Arbitrarily sprinkling water maintenance, when this maintenance process is starting maintenance of sprinkling water, and when needs to add a cover heat-insulation layer,
How watering amount determines, does not all have clear and definite way, and the most manually watering working strength is big, needs consumption
Take a large amount of manpower.Even if manually sprinkling water it addition, have, night when, workman can have a rest,
Then there is neglected situation at night.
Summary of the invention
It is an object of the invention to provide a kind of Concrete bottom plate structure maintenance method and system thereof, it passes through
Introduce a new concept-thermograde, by measuring thermograde value at set intervals, by temperature
Degree Grad, compared with preset value and thermograde maximum, solves when to start maintenance of sprinkling water,
How watering amount determines, when needs to add a cover the problems such as heat-insulation layer.
The technical problem to be solved realizes by the following technical solutions:
The maintenance process of a kind of Concrete bottom plate structure, comprises the following steps: (1), pouring in ground
It is respectively provided with two in the surface of the concrete floor on face and measures point, be respectively labeled as: A measures point
Point is measured with B；Timing is measured described A respectively and is measured point and the Temperature numerical of described B measurement point, and will
Described A measures the Temperature numerical of point and described B measurement point and is respectively labeled as TAAnd TB, wherein, described
A measures point for monitoring the skin temperature of concrete floor, and this top layer is touch with ground described mixed
The surface dorsad of solidifying soil base plate one side, described B measures point for monitoring the inside temperature of described concrete floor
Degree；(2), described A measurement point and the temperature gap of described B measurement point are calculated, and by described temperature
Mathematic interpolation go out described A measure point with described B measure point between thermograde γ: γ=| TA-TB|/|
HA-HB|, described HA、HBIt is respectively described A and measures point and described B measurement point at described concrete floor
Height value in short transverse；(3), described thermograde γ and the size of a preset value are compared, when
Described thermograde γ is more than described preset value, and described concrete floor is added heat-insulation layer；(4),
When γ reaches maximum and begins to decline, concrete floor is carried out spray water maintenance.
Preferably, in described step (1), A measure point be arranged on the described top layer of concrete floor with
Any point position on the cross section of lower 0cm to 5cm, described B measures point and is arranged on concrete floor
Described upper surface below 20 to 30cm cross section on any point position, and described cross section with
Ground is parallel.
Preferably, in described step (4), adjust injection flow rate according to surface temperature of concrete gradient γ,
That is, described injection flow rate becomes big along with described thermograde value and increases and along with described thermograde is worth
Diminish and reduce.Preferably, in described step (1), measured a T respectively every 5 minutesANumerical value
And TBNumerical value.
Preferably, in described step (3), described preset value is 15 degrees Celsius/meter.
Preferably, in described step (2), described heat-insulation layer includes thick geotechnique's layer of cloth and is positioned at described
The thick film of the upper and lower surface of thick geotechnique's layer of cloth, described thick geotechnique's layer of cloth includes multi-layer thick geotextiles.
Further, the order adding heat-insulation layer does not has for first covering one layer at described concrete floor surface
The thick film of perforating, then cover number thickness geotextiles, finally cover the thick film of one layer of perforating.
A kind of Concrete bottom plate structure curing system, including: it is arranged at concrete bottom intralamellar part for measuring
The Temperature measuring section of differing heights layer temperature, including: it is respectively arranged at A and measures point and B measures the of point
One temperature sensing unit and the second temperature sensing unit；With described first temperature sensing unit and described second
The temperature patrol inspection unit that temperature sensing unit is connected, is used for detecting described first temperature sensing unit and institute
The temperature signal stating the second temperature sensing unit measures point and described B measurement point to respectively obtain described A
Temperature numerical TAAnd TB；The signal that the temperature signal obtaining described temperature patrol inspection unit is transmitted is sent out
Penetrate unit；Wherein, described A measures the one side that point contacts with described concrete floor and ground for monitoring
Parallel skin temperature, described B measures point for monitoring the inside center temperature of described concrete floor
Degree；The automatic spray portion of concrete bottom plate temperature is reduced for watering；And with Temperature measuring section and automatically
The control portion that spray portion is connected, described control portion includes: signal receiving unit, is used for receiving described temperature
Temperature numerical T that signal transmitter unit in degree measurement portion sendsAAnd TB；Computing unit, is used for calculating
The described A that communication unit is received measures point and the temperature gap of described B measurement point, and by described temperature
Mathematic interpolation go out described A measure point with described B measure point between thermograde γ: γ=| TA-TB|/|
HA-HB|, HA、HBIt is respectively described A and measures point and described B measurement point in described concrete bottom plate height
Height value on direction；Control unit, in the case of in described thermograde γ more than a preset value
Export and described concrete floor is added the control instruction of heat-insulation layer and in described thermograde γ maximum
Value described concrete floor is sprayed by output to described automatic spray portion in the case of beginning to decline
The control instruction of water curing.
Preferably, described A measures point and is arranged on below the described upper surface of concrete floor 0cm to 5cm
Cross section on any point position, described B measures point and is arranged on the described upper surface of concrete floor
Following height is any point position on the cross section of 20 to 30cm, and described cross section is put down with ground
OK.
Preferably, control portion also includes the prewarning unit that insulated curing carries out voice reminder.
Preferably, automatic spray portion includes: sprinkler tip, and the pipeline being connected with sprinkler tip is used for
Support a support component of described pipeline and to the water facilities of described piped water supply.
Preferably, described signal transmitter unit and described signal receiving unit are respectively wireless transmission element and wireless
Receiving element, described temperature signal is via transmitting wirelessly element transmission to wireless receiving element.
Concrete bottom plate structure maintenance method provided by the present invention and system thereof, by measuring concrete bottom
Temperature at the fixed thickness of plate, and calculate the thermograde value under this thickness, then by this thermograde
Value compares with preset value, when thermograde value is more than preset value, the inside and outside temperature of backplate surface is described
Difference is relatively big, now needs to be incubated base plate, and the way of the present invention is thickened heat insulation layer so that inside and outside
The temperature difference diminishes, thus reduces thermograde now.
Reach a maximum in thermograde, and when slowly reducing by maximum, base plate table is described
The internal-external temperature difference in face diminishes gradually, now needs that base plate is carried out spray water and carries out moisture-keeping maintaining, thus protects
Hold base plate to moisten.
The internal-external temperature difference of backplate surface is reduced and by watering by the above-mentioned measure adding a cover heat-insulation layer
Keep the surface wettability of concrete floor, be finally reached real-time, prevent soleplate crack efficiently.
Accompanying drawing explanation
Fig. 1 is concrete floor A point and the measurement position view of B point；
Fig. 2 is the flow chart of Concrete bottom plate structure maintenance method；
Fig. 3 is the function of the thermograde γ numerical value change in time of Concrete bottom plate structure maintenance method
Figure；And
Fig. 4 is the structural representation of Concrete bottom plate structure curing system.
Detailed description of the invention
For the benefit of the understanding to the structure of the present invention, illustrates below in conjunction with drawings and Examples.
Shown in Fig. 1, Fig. 1 is concrete floor A point and the measurement position view of B point, figure
2 is the flow chart of Concrete bottom plate structure maintenance method.
As depicted in figs. 1 and 2, in the first embodiment, the invention provides a kind of concrete bottom to harden
Structure maintenance process, comprises the following steps:
S1, pour be respectively provided with in the surface of a ground concrete floor two measure points, point
It is not labeled as: A measures point and B measures point,
Measure A the most respectively and measure point and the Temperature numerical of B measurement point, and A measurement arrived measures point
The Temperature numerical measuring point with B is respectively labeled as TAAnd TB；
A measures point and is used for the skin temperature that monitoring is parallel with the one side that concrete floor and ground contact,
B measures point for monitoring the internal temperature of concrete floor；
Wherein, A measurement point is arranged on the cross section of below the upper surface of concrete floor 0cm to 5cm
Any point position, B measures point and is arranged on a horizontal stroke of below the upper surface of concrete floor 20 to 30cm
Any point position on cross section, and this cross section is parallel to the ground.
In the present embodiment, the position of preferably A measurement point and B measurement point is respectively the upper table of concrete floor
Below face at 5cm and below upper surface at 25cm.Select under concrete surface at 5cm and 25cm herein
The position at place measures, and is because a large amount of actual result and finds, the internal-external temperature difference of base plate is concentrated mainly on
In the thickness of surface 20cm, so in the present embodiment, being preferably in the both ends of the surface of 20cm thickness position
At 2 5cm and 25cm place as measurement point.
Respectively by the temperature value measured at 25cm at 5cm under concrete surface and under concrete surface
It is labeled as T5cmAnd T25cm。
In the present embodiment, interval time of measurement is five minutes preferably every time, according to this can be when shorter
Between in time reaction is made in surface temperature of concrete change, reach optimal maintenance effect.
S2, calculate described A and measure point and described B measures the temperature gap of point, and by described temperature gap
Calculate described A and measure thermograde γ between point and described B measurement point.At thermograde formula:
γ=| TA-TB|/| HA-HBIn |, HAAnd HBIt is respectively A and measures point and B measurement point at described concrete
The height value in short transverse below the upper surface of base plate, in the present embodiment, HAAnd HBIt is respectively
5cm and 25cm；
The T measured every five minutes5cmNumerical value and T25cmNumerical value, calculates T5cmAnd T25cmTemperature
Difference, finally calculates thermograde γ now:
γ=| T5cm-T25cm|/| 5cm-25cm|；
S3, monitoring the change of now thermograde, and compare with a preset value, preset value is herein
State's scale value, its thermograde is 15 degrees Celsius/meter.
The most now thermograde γ and the size of preset value, when thermograde γ occur more than preset value
In the case of, then concrete floor is incubated, for reducing temperature gradient magnitude, is finally reached and prevents
The effect of concrete floor cracking.In the present embodiment, heat-insulation layer is mainly added in the measure of insulation, with
For reducing thermograde.When thermograde γ occurring again less than preset value, continue thermograde
It is observed, reaches the effect monitored in real time.
When thermograde is more than preset value, illustrate that hydro-thermal causes the constant temperature of concrete bottom intralamellar part
It is increased to a warning value, for avoiding concrete floor internal-external temperature difference to expand further, so needing to add a cover guarantor
Temperature layer reduces concrete floor internal-external temperature difference with this, prevents the concrete floor cracking that the heat of hydration causes.
The heat-insulation layer added a cover includes upper, middle and lower three layers, and the intermediate layer being positioned at this heat-insulation layer is thick geotextiles
Layer, be positioned at this heat-insulation layer levels is thick film, and wherein, thick geotechnique's layer of cloth includes several thickness geotextiles.
In the present embodiment, the thickness of thick film and thick geotextiles is respectively 0.6mm and 3mm.Work as needs
When adding a cover heat-insulation layer, first covering one layer at concrete floor surface does not has perforating and the thick thickness for 0.6mm
Film, then cover be made up of several thickness geotextiles, thickness is thick geotechnique's layer of cloth of 3mm, finally cover one layer and beat
Eye and the thick film that thickness is 0.6mm.
S4, when γ reaches maximum and begins to decline, control portion export defeated to automatic spray portion 20
Go out the control instruction that concrete floor is carried out spray water maintenance, and automatically open up the water of water facilities 24
Source, water sprays, to concrete floor from the sprinkler tip 21 being positioned at concrete floor via pipeline 22
Carry out spray water maintenance.
Fig. 3 is the function of the thermograde γ numerical value change in time of Concrete bottom plate structure maintenance method
Figure.As it is shown on figure 3, when γ reaches maximum γMAXAnd when beginning to decline, concrete floor is spilt
Water curing, and adjust watering amount according to thermograde γ, injection flow rate becomes big along with described thermograde value
And increase and be worth diminishing along with thermograde and reduce.It is not up to maximum γ at γMAXTime, if
Now concrete floor is sprinkled water, the sharp temperature drop at concrete floor surface 5cm, and mix
Temperature at solidifying soil backplate surface 25cm is also being risen by water thermo effect, can cause at 5cm and 25cm
Place measures the temperature difference of point and expands, and then causes thermograde γ value to continue to rise, and occurs that concrete floor splits
Seam.
And when γ reaches maximum γMAXAnd when beginning to decline, illustrate at concrete floor surface 25cm
Temperature is affected by hydro-thermal stress to diminish, and now at concrete floor surface 5cm, temperature is higher, easily
The drying regime of concrete floor surface occurs, now concrete floor is carried out watering and reach moisture-keeping maintaining
Effect.
Watering amount determines according to surface temperature of concrete gradient γ, and substantial amounts of experimental data proves every
The injection flow rate of one thermograde γ is different, and is shown that this injection flow rate temperature becomes with Grad by experimental result
Direct ratio, i.e. thermograde γ are the biggest, and injection flow rate is the most.The thermograde now drawn by experiment is corresponding
Spill water amount parameters the moisture-holding capacity of concrete floor is determined.
Fig. 4 is the structural representation of Concrete bottom plate structure curing system.
In the second embodiment of the present invention, as shown in Figure 4, it is provided that one comprises concrete bottom and hardens
The Concrete bottom plate structure curing system of structure maintenance process, this Concrete bottom plate structure curing system includes:
Temperature measuring section 10, automatic spray portion 20 and control portion 30, wherein,
Temperature measuring section 10 is used for measuring and send concrete floor interior temperature signal, including:
A measures point and B measures point, and A measures point and contacts with described concrete floor and ground for monitoring
The parallel skin temperature of one side, B measures point for monitoring an internal temperature for described concrete floor.
In the present embodiment, preferably A measures the position of point and B measurement point and is respectively below the top layer of concrete floor
At 5cm and at 25cm.
First temperature sensing unit 11 and the second temperature sensing unit 12 are respectively arranged at A and measure point and B
Measure on point.Wherein, the first temperature sensing unit 11 and the second temperature sensing unit 12 include two respectively
Individual temperature sensor.
Temperature patrol inspection unit 13 is connected with the first temperature sensing unit 11 and the second temperature sensing unit 12
Connect, for detection the first temperature sensing unit 11 and the temperature signal of described second temperature sensing unit 12
To respectively obtain A measurement point and Temperature numerical T of B measurement pointAAnd TB, in the present embodiment, A measures
Point and B measure the Temperature numerical of point and are labeled as T5cm andT25cm。
The temperature signal that described temperature patrol inspection unit 13 is obtained by signal transmitter unit 14 is transmitted,
For wireless transmission element in the present embodiment.
Automatic spray portion 20 reduces concrete bottom plate temperature for watering, including: sprinkler tip 21,
The pipeline 22 being connected with sprinkler tip and a support component 23 and water supply for supporting described pipeline set
Execute 24.Being thered is provided water by water facilities 24, water sprays from sprinkler tip 21 via pipeline 22.
Control portion 30 is connected with Temperature measuring section 10 and automatic spray portion 20, including:
Signal receiving unit 31, sends for the signal transmitter unit 14 received in Temperature measuring section 10
Temperature numerical T5cm andT25cm, in the present embodiment, signal receiving unit 31 is wireless receiving element.
Computing unit 32, the described A received for calculating signal receiving unit 31 measures point with described
The temperature gap of B measurement point, and calculated described A measurement point and described B measurement by described temperature gap
Thermograde γ between point:
γ=| T5-T25|/| 5-25|；
Control unit, exports described concrete in the case of in thermograde γ more than a preset value
Base plate adds the control instruction of heat-insulation layer and in described thermograde γ maximum the feelings that begin to decline
Export to described automatic spray portion 20 under condition and described concrete floor is carried out the control of spray water maintenance refer to
Order.
Prewarning unit 33, adds the control of heat-insulation layer according to control unit output to described concrete floor
Instruction, adds a cover heat-insulation layer in time for voice reminder operator on duty.
This heat-insulation layer includes: the 0.6mm of thick geotechnique's layer of cloth and the upper and lower surface that is positioned at thick geotechnique's layer of cloth is thick
Film, thick geotechnique's layer of cloth is the thick geotextiles of several layers of 3mm.
The order adding a cover heat-insulation layer is first to cover one layer of thickness not having perforating at described concrete floor surface
Film, then cover number thickness geotextiles, finally cover the thick film of another layer of perforating.
Automatic spray portion 20 carries out spray water maintenance according to control unit output to described concrete floor
Control instruction, the water source switch in intelligent drives automatic spray portion 20, sprinkle water.
Concrete bottom plate structure maintenance method provided by the present invention and system thereof, by measuring concrete bottom
Temperature at the fixed thickness of plate, and calculate the thermograde value under this thickness, then by this thermograde
Value compares with preset value, when thermograde value is more than preset value, the inside and outside temperature of backplate surface is described
Difference is relatively big, now needs to be incubated base plate, and the way of the present invention is thickened heat insulation layer so that inside and outside
The temperature difference diminishes, thus reduces thermograde now.
Reach a maximum in thermograde, and when slowly reducing by maximum, base plate table is described
The internal-external temperature difference in face diminishes gradually, now needs that base plate is carried out spray water and carries out moisture-keeping maintaining, thus protects
Hold base plate to moisten.
The internal-external temperature difference of backplate surface is reduced and by watering by the above-mentioned measure adding a cover heat-insulation layer
Keep the surface wettability of concrete floor, be finally reached real-time, prevent soleplate crack efficiently.
Above in association with accompanying drawing embodiment, the present invention is described in detail, those skilled in the art
According to the above description the present invention can be made many variations example.Thus, some details in embodiment should not
Constitute limitation of the invention, the present invention by the scope that defines using appended claims as protection model
Enclose.
Claims (10)
1. the maintenance process of a Concrete bottom plate structure, it is characterised in that comprise the following steps:
(1), in a ground concrete floor, it is respectively provided with two measures points, respectively pouring
It is labeled as: A measures point and B measures point；
Timing is measured described A respectively and is measured point and the Temperature numerical of described B measurement point, and is surveyed by described A
Amount point and described B measure the Temperature numerical of point and are respectively labeled as TAAnd TB,
Wherein, described A measures point and is used for monitoring the skin temperature of described concrete floor, and described B measures
Point is for monitoring the internal temperature of described concrete floor；
(2), described A measurement point and the temperature gap of described B measurement point are calculated, and by described temperature
Mathematic interpolation go out described A measure point with described B measure point between thermograde γ:
γ=| TA-TB|/|HA-HB|, described HAAnd HBIt is respectively described A and measures point and described B measurement
Point height value in described concrete floor short transverse；
(3), described thermograde γ and the size of a preset value are compared, when described thermograde γ is big
When described preset value, described concrete floor is added heat-insulation layer；
(4), when γ reaches maximum and begins to decline, described concrete floor is carried out spray water
Maintenance.
The maintenance process of Concrete bottom plate structure the most according to claim 1, it is characterised in that institute
Stating in step (1), described A measures point and is arranged on below the upper surface of described concrete floor 0cm extremely
Any point position on the cross section of 5cm, described B measures point and is arranged on the upper of described concrete floor
Any point position on the cross section of 20cm to 30cm below surface, and described cross section is flat with ground
OK.
The maintenance process of Concrete bottom plate structure the most according to claim 1, it is characterised in that institute
State in step (4), adjust injection flow rate according to concrete temperature gradient γ, i.e. described injection flow rate with
Described thermograde value to become big and increase and be worth diminishing along with described thermograde and reduce.
The maintenance process of Concrete bottom plate structure the most according to claim 1, it is characterised in that institute
State in step (1), measured a T every 5 minutes respectivelyANumerical value and TBNumerical value.
The maintenance process of Concrete bottom plate structure the most according to claim 1, it is characterised in that institute
Stating in step (3), described preset value is 15 degrees Celsius/meter.
The maintenance process of Concrete bottom plate structure the most according to claim 1, it is characterised in that institute
Stating in step (2), described heat-insulation layer includes thick geotechnique's layer of cloth and is positioned at the upper of described thick geotechnique's layer of cloth
The thick film of lower surface, described thick geotechnique's layer of cloth includes multi-layer thick geotextiles；Add the order of heat-insulation layer
For first covering one layer of thick film not having perforating at described concrete floor surface, then cover number thickness geotechnique
Cloth, finally covers the thick film of one layer of perforating.
7. one kind realizes the mixed of Concrete bottom plate structure maintenance method according to any one of claim 1 to 6
Solidifying soil base arrangement curing system, it is characterised in that including:
It is arranged at concrete bottom intralamellar part for measuring the Temperature measuring section of differing heights layer temperature, including:
It is respectively arranged at A and measures point and the first temperature sensing unit of B measurement point and the second temperature sensing unit；
The temperature patrol inspection unit being connected with described first temperature sensing unit and described second temperature sensing unit,
For detecting the temperature signal of described first temperature sensing unit and described second temperature sensing unit to divide
Do not obtain described A and measure point and Temperature numerical T of described B measurement pointAAnd TB；To described temperature patrol inspection
The signal transmitter unit that the temperature signal that unit obtains is transmitted；Wherein, described A measurement point is used for supervising
Surveying the skin temperature of described concrete floor, described B measures point for monitoring the interior of described concrete floor
Portion's central temperature；
The automatic spray portion of concrete bottom plate temperature is reduced for watering；And
The control portion being connected with Temperature measuring section and automatic spray portion, described control portion includes: signal connects
Receive unit, for receiving Temperature numerical T that the signal transmitter unit in described Temperature measuring section sendsAWith
TB；Computing unit, the described A received for calculating communication unit measures point and described B measures some temperature
Degree difference, and calculated the temperature between described A measurement point and described B measurement point by described temperature gap
Gradient γ: γ=| TA-TB|/|HA-HB|；Described HAAnd HBIt is respectively described A and measures point and described B
Measure some height value in described concrete floor short transverse；Control unit, in described temperature
Gradient γ refers to more than exporting the control that described concrete floor adds heat-insulation layer in the case of a preset value
Order and described thermograde γ maximum and in the case of beginning to decline defeated to described automatic spray portion
Go out the control instruction that described concrete floor is carried out spray water maintenance.
Concrete bottom plate structure curing system the most according to claim 7, it is characterised in that described
It is any that A measurement point is arranged on the cross section of below the upper surface of described concrete floor 0cm to 5cm
Some positions, described B measures point and is arranged on below the upper surface of described concrete floor 20cm to 30cm
Cross section on any point position, and described cross section is parallel to the ground.
Concrete bottom plate structure curing system the most according to claim 7, it is characterised in that
Control portion also includes the prewarning unit that insulated curing carries out voice reminder.
Concrete bottom plate structure curing system the most according to claim 7, it is characterised in that
Described signal transmitter unit and described signal receiving unit are respectively wireless transmission element and wireless connect
Receiving element, described temperature signal is via transmitting wirelessly element transmission to wireless receiving element.
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| CN104405415B (en) * | 2014-10-22 | 2016-03-16 | 中国电建集团成都勘测设计研究院有限公司 | For the heat and moisture preserving method of large-scale tunnel bottom board concrete |
| CN110328745A (en) * | 2019-06-04 | 2019-10-15 | 广东博智林机器人有限公司 | Electric heating system for concrete curing |
| CN114482012B (en) * | 2022-01-28 | 2023-12-01 | 中国建筑第八工程局有限公司 | Temperature control maintenance system and maintenance method for buttress wall |
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| CN201955318U (en) * | 2011-01-11 | 2011-08-31 | 河海大学 | High-accuracy device for measuring the coefficients of temperature conductivity and heat conductivity of early concrete simultaneously |
| CN202241559U (en) * | 2011-09-08 | 2012-05-30 | 宿迁华夏建设(集团)工程有限公司 | Automatic concrete spraying and curing system |
| CN102966242A (en) * | 2012-12-10 | 2013-03-13 | 中国建筑第八工程局有限公司 | Wall maintaining method based on automatic temperature measurement and temperature stress reduction |
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| JP3750900B2 (en) * | 1999-07-07 | 2006-03-01 | 積水ハウス株式会社 | Concrete curing temperature monitoring device |
| JP2012092633A (en) * | 2010-10-27 | 2012-05-17 | Sakata Construction Co Ltd | Method of reducing cracks of reinforced concrete structure |
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| CN201955318U (en) * | 2011-01-11 | 2011-08-31 | 河海大学 | High-accuracy device for measuring the coefficients of temperature conductivity and heat conductivity of early concrete simultaneously |
| CN202241559U (en) * | 2011-09-08 | 2012-05-30 | 宿迁华夏建设(集团)工程有限公司 | Automatic concrete spraying and curing system |
| CN102966242A (en) * | 2012-12-10 | 2013-03-13 | 中国建筑第八工程局有限公司 | Wall maintaining method based on automatic temperature measurement and temperature stress reduction |
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| 大体积混凝土温度控制与现场监测;侯景鹏 等;《混凝土》;20040531(第5期);第56-57页，第2、3节，图2 * |
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