CN103640082A - Concrete bottom plate structure maintenance method and system - Google Patents
Concrete bottom plate structure maintenance method and system Download PDFInfo
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- CN103640082A CN103640082A CN201310746673.7A CN201310746673A CN103640082A CN 103640082 A CN103640082 A CN 103640082A CN 201310746673 A CN201310746673 A CN 201310746673A CN 103640082 A CN103640082 A CN 103640082A
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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
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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
- B28B11/247—Controlling the humidity during curing, setting or hardening
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention provides a concrete bottom plate structure maintenance method and system. The method comprises the following steps of (1) setting up a measuring point A and a measuring point B in a concrete bottom plate, and measuring the temperatures TA and TB of the two measuring points in a timing manner through a temperature sensor, wherein the measuring point A is used for monitoring the surface layer temperature of the concrete bottom plate, and the measuring point B is used for monitoring the internal temperature of the concrete bottom plate; (2) calculating the temperature gradient gamma between the two measuring points, wherein the gamma is equal to |TA -TB|/|HA-HB|, the HA and the HB are respectively the height values of the measuring point A and the measuring point B on the height direction of the concrete bottom plate; (3) when the temperature gradient gamma is greater than a preset value, adding a heat preservation layer on the concrete bottom plate; and (4) when the gamma achieves the maximum value and can drop, carrying out water spraying maintenance on the concrete bottom plate. The concrete bottom plate structure maintenance method and system provided by the invention have the beneficial effects that the temperature difference between interior and exterior of the surface of the bottom plate is reduced through a measure of additionally arranging the heat preservation layer, the moist surface of the concrete bottom plate is kept by spraying water, and finally, a condition that the bottom plate is efficiently prevented from cracking in a real time manner is achieved.
Description
Technical field
The invention belongs to technical field of civil engineering, be specifically related to the maintenance process of a kind of concrete bottom plate structure and system.
Background technology
Along with socio-economic development, the step of Development of China's Urbanization is more and more faster, and concrete floor is built to become and is seen everywhere, but at present a lot of building site, concrete floor surface occurs that the situation in crack is day by day serious.Generally cause the former of concrete floor cracking because: concrete floor is built early stage, release due to hydration heat of cement, can cause temperature to rise and cause volumetric expansion, after hydration heat of cement rate of release slows down, because backplate surface heat radiation can cause temperature to decline, cause base plate volume contraction.The Swelling and contraction of concrete floor is not evenly to occur along whole cross section, heat up while expanding due to surperficial thermolysis, it is slow that surface temperature rises, it is fast that middle part temperature rises, cause in base plate middle part and surperficial formation temperature gradient, thermograde shows that more greatly the bending that backplate surface should occur under the effect of temperature is larger, has been subject to constraint tension force also larger, when thermograde is greater than certain value, backplate surface will produce cracking.Concrete floor is built the later stage, and dry contraction easily occurs concrete floor, and dry contraction is generally from basal surface to in-house development, when the area that shrinks when dry tack free is excessive, also can cause the face checking of base plate.
The measure that reduces mixed earth backplate surface crack is mainly reduced the internal-external temperature difference of backplate surface or is sprinkled water and kept the moistening of underplate concrete surface by surface by surface heat preservation measure.
The difference that is base plate central temperature and surface temperature to the temperature control index of mixed earth base plate insulated curing on building site at present can not surpass 25 degree, and backplate surface temperature and atmospheric temperature are poor can not be greater than 20 degree.But causing the main cause of concrete surface cracking is the thermograde of concrete surface, can not only consider temperature difference, must consider the impact of thickness factor.When reason is that a 10cm plate thick and that 20cm is thick is all born the 25 degree temperature difference, the end of 10cm, is certainly more easy to crack, and therefore must measure temperature difference within the scope of surperficial certain thickness obtains thermograde, with this thermograde, instructs insulation, moisture-keeping maintaining.
And, current great majority only rest on and carry out the simple covering and heat insulating layer in surface and artificial arbitrarily watering maintenance the maintenance of base plate, when this maintenance process starts the maintenance of sprinkling water, when need to add a cover heat-insulation layer, watering amount how to confirm, all there is no clear and definite way, the working strength of manually sprinkling water is besides large, need to expend a large amount of manpowers.In addition, even if having manually, sprinkle water, night, workman can have a rest, and has neglected situation at night.
Summary of the invention
The object of the present invention is to provide the maintenance process of a kind of concrete bottom plate structure and system thereof, it is by introducing a new concept-thermograde, by measuring at set intervals thermograde value, by thermograde value, with preset value and thermograde maximum, compare, solve and when start the maintenance of sprinkling water, when watering amount how to confirm, need to add a cover the problems such as heat-insulation layer.
Technical problem to be solved by this invention realizes by the following technical solutions:
A maintenance process for concrete bottom plate structure, comprises the following steps: (1), two measurement points are set respectively in the surface of a ground concrete floor building, is labeled as respectively: A measurement point and B measurement point; Regularly measure respectively the Temperature numerical of described A measurement point and described B measurement point, and the Temperature numerical of described A measurement point and described B measurement point is labeled as respectively to T
aand T
b, wherein, described A measurement point is used for monitoring the skin temperature of concrete floor, the surface dorsad of the described concrete floor one side that Wei Yu ground, this top layer contacts, and described B measurement point is for monitoring the internal temperature of described concrete floor; (2), calculate the temperature gap of described A measurement point and described B measurement point, and by described temperature gap calculate the thermograde γ between described A measurement point and described B measurement point: γ=| T
a-T
b|/| H
a-H
b|, described H
a, H
bbe respectively described A measurement point and the height value of described B measurement point in described concrete floor short transverse; (3), the size of more described thermograde γ and a preset value, when described thermograde γ is greater than described preset value, described concrete floor is added to heat-insulation layer; (4), when γ reaches maximum and starts to decline, concrete floor is carried out to spray water maintenance.
Preferably, in described step (1), A measurement point is arranged on any point position on the cross section of the described following 0cm to 5cm in top layer of concrete floor, described B measurement point is arranged on any point position on the cross section of described upper surface following 20 to 30cm of concrete floor, and described cross section is parallel to the ground.
Preferably, in described step (4), according to surface temperature of concrete gradient, γ adjusts injection flow rate, that is, described injection flow rate is along with described thermograde value becomes large and increases and along with described thermograde is worth diminishing and reduces.Preferably, in described step (1), every 5 minutes, measure respectively one time T
anumerical value and T
bnumerical value.
Preferably, in described step (3), described preset value is 15 degrees Celsius/meter.
Preferably, in described step (2), described heat-insulation layer comprises thick geotechnological layer of cloth and the thick film that is positioned at the upper and lower surface of described thick geotechnological layer of cloth, and described thick geotechnological layer of cloth includes multi-layer thick geotextiles.
Further, add the order of heat-insulation layer for first to cover the thick film that one deck does not have perforating on described concrete floor surface, then cover number bed thickness geotextiles, finally cover the thick film of one deck perforating.
A concrete bottom plate structure curing system, comprising: be arranged at concrete bottom intralamellar part for measuring the temperature survey portion of differing heights layer temperature, comprise: the first temperature sensing unit and the second temperature sensing unit that are arranged at respectively A measurement point and B measurement point; The temperature patrol inspection unit being connected with described the second temperature sensing unit with described the first temperature sensing unit, for detection of the temperature signal of described the first temperature sensing unit and described the second temperature sensing unit to obtain respectively the Temperature numerical T of described A measurement point and described B measurement point
aand T
b; The signal transmitter unit that the temperature signal that described temperature patrol inspection unit is obtained transmits; Wherein, the skin temperature that described A measurement point parallels for monitoring the one side that contact with ground with described concrete floor, described B measurement point is used for monitoring the inside center temperature of described concrete floor; The automatic spray portion that reduces concrete bottom plate temperature for watering; And the control part being connected with automatic spray portion with temperature survey portion, described control part comprises: signal receiving unit, the Temperature numerical T sending for receiving the signal transmitter unit of described temperature survey portion
aand T
b; Computing unit, for calculating described A measurement point that communication unit receives and the temperature gap of described B measurement point, and by described temperature gap calculate the thermograde γ between described A measurement point and described B measurement point: γ=| T
a-T
b|/| H
a-H
b|, H
a, H
bbe respectively described A measurement point and the height value of described B measurement point in described concrete floor short transverse; Control module, the control instruction of for output in the situation that described thermograde γ is greater than a preset value, described concrete floor being added to the control instruction of heat-insulation layer and to the output of described automatic spray portion, described concrete floor being carried out to spray water maintenance in described thermograde γ maximum and start to decline in the situation that.
Preferably, described A measurement point is arranged on any point position on the cross section of the following 0cm to 5cm of described upper surface of concrete floor, the described upper surface that described B measurement point is arranged on concrete floor is highly below any point position on 20 to 30cm cross section, and described cross section is parallel to the ground.
Preferably, control part also comprises the prewarning unit of insulated curing being carried out to voice reminder.
Preferably, automatic spray portion comprises: sprinkler tip, the pipeline being connected with sprinkler tip, for the water facilities that supports the supporting component of described pipeline and give described piped water supply.
Preferably, described signal transmitter unit and described signal receiving unit are respectively wireless transmission element and wireless receiving element, and described temperature signal is via transmitting wirelessly element transmission to wireless receiving element.
Concrete bottom plate structure provided by the present invention maintenance process and system thereof, by measuring the temperature at the fixed thickness place of concrete floor, and calculate the thermograde value under this thickness, again this thermograde value and preset value are compared, when thermograde value is greater than preset value, illustrate that the internal-external temperature difference of backplate surface is larger, now need base plate to be incubated, way of the present invention is thickened heat insulation layer, and internal-external temperature difference is diminished, thereby reduces thermograde now.
In thermograde, reach a maximum, and while being started slowly to reduce by maximum, illustrate that the internal-external temperature difference of backplate surface diminishes gradually, now need that base plate is carried out to spray water and carry out moisture-keeping maintaining, thereby keep base plate moistening.
By the above-mentioned measure of adding a cover heat-insulation layer, reduce the internal-external temperature difference of backplate surface and the surface wettability that keeps concrete floor by watering, finally reach in real time, prevent efficiently base plate crack.
Accompanying drawing explanation
Fig. 1 is the measuring position schematic diagram that concrete floor A point and B are ordered;
Fig. 2 is the flow chart of concrete bottom plate structure maintenance process;
Fig. 3 is the thermograde γ functional arrangement of numerical value change in time of concrete bottom plate structure maintenance process; And
Fig. 4 is the structural representation of concrete bottom plate structure curing system.
The specific embodiment
For the benefit of the understanding to structure of the present invention, describes below in conjunction with drawings and Examples.
Shown in Fig. 1, Fig. 1 is the measuring position schematic diagram that concrete floor A point and B are ordered, and Fig. 2 is the flow chart of concrete bottom plate structure maintenance process.
As depicted in figs. 1 and 2, in the first embodiment, the invention provides the maintenance process of a kind of concrete bottom plate structure, comprise the following steps:
S1, two measurement points are set respectively in the surface of a ground concrete floor building, are labeled as respectively: A measurement point and B measurement point,
Regularly measure respectively the Temperature numerical of A measurement point and B measurement point, and the Temperature numerical of the A measurement point measuring and B measurement point is labeled as respectively to T
aand T
b;
The skin temperature that A measurement point parallels for monitoring the one side that contact with ground with concrete floor, B measurement point is used for monitoring the internal temperature of concrete floor;
Wherein, A measurement point is arranged on any point position on the cross section of the following 0cm to 5cm of upper surface of concrete floor, B measurement point is arranged on any point position on the cross section of upper surface following 20 to 30cm of concrete floor, and this cross section is parallel to the ground.
In the present embodiment, preferably the position of A measurement point and B measurement point is respectively upper surface following 5cm place and the following 25cm of the upper surface place of concrete floor.Select the position at 5cm place and 25cm place under concrete surface to measure herein, because a large amount of actual result is found, the internal-external temperature difference of base plate mainly concentrates in the thickness of surperficial 20cm, so in the present embodiment, preferably in the both ends of the surface in 20cm thickness position 2 5cm places and 25cm place as measurement point.
Respectively the temperature value of measuring at 25cm place under 5cm place and concrete surface under concrete surface is labeled as to T
5cmand T
25cm.
In the present embodiment, preferably each interval time of measurement is five minutes, can to surface temperature of concrete, change and make timely reaction in the shorter time according to this, reaches best maintenance effect.
S2, calculate the temperature gap of described A measurement point and described B measurement point, and calculate the thermograde γ between described A measurement point and described B measurement point by described temperature gap.Thermograde formula: γ=| T
a-T
b|/| H
a-H
b| in, H
aand H
bbe respectively the height value in A measurement point and the short transverse of B measurement point below the upper surface of described concrete floor, in the present embodiment, H
aand H
bbe respectively 5cm and 25cm;
The T measuring every five minutes
5cmnumerical value and T
25cmnumerical value, calculates T
5cmand T
25cmtemperature difference, finally calculate thermograde γ now:
γ=｜T
5cm-T
25cm｜/｜5cm-25cm｜；
S3, monitor the now variation of thermograde, and compare with a preset value, preset value is state's scale value herein, and its thermograde is 15 degrees Celsius/meter.
More now the size of thermograde γ and preset value, when occurring that thermograde γ is greater than in the situation of preset value, is incubated concrete floor, for reducing thermograde numerical value, finally reach the effect that prevents concrete floor cracking.In the present embodiment, the measure of insulation is mainly to add heat-insulation layer, for reducing thermograde.When again occurring that thermograde γ is less than preset value, continue thermograde to observe, reach the effect of real-time monitoring.
When thermograde is greater than preset value, illustrate that hydro-thermal causes the temperature of concrete bottom intralamellar part to continue to be elevated to a warning value, for avoiding concrete floor internal-external temperature difference further to expand, so need to add a cover heat-insulation layer, with this, reduce concrete floor internal-external temperature difference, prevent the concrete floor cracking that the heat of hydration causes.
The heat-insulation layer of adding a cover comprises three layers of upper, middle and lowers, be positioned at this heat-insulation layer intermediate layer be thick geotechnological layer of cloth, what be positioned at this heat-insulation layer levels is thick film, wherein, thick geotechnological layer of cloth comprises several bed thickness geotextiles.
In the present embodiment, the thickness of thick film and thick geotextiles is respectively 0.6mm and 3mm.When needs are added a cover heat-insulation layer, on concrete floor surface, first cover one deck do not have perforating and thick be the thick film of 0.6mm, then cover by several bed thickness geotextiles form, thick be the thick geotechnological layer of cloth of 3mm, finally cover one deck perforating and thick be the thick film of 0.6mm.
S4, when γ reaches maximum and starts to decline, the control instruction of to the 20 output outputs of automatic spray portion, concrete floor being carried out to spray water maintenance by control part, and automatically open the water source of water facilities 24, water from being positioned at sprinkler tip 21 ejections concrete floor, carries out spray water maintenance to concrete floor via pipeline 22.
Fig. 3 is the thermograde γ functional arrangement of numerical value change in time of concrete bottom plate structure maintenance process.As shown in Figure 3, when γ reaches maximum γ
mAXand while starting to decline, to the concrete floor maintenance of sprinkling water, and adjust watering amount according to thermograde γ, injection flow rate is along with described thermograde value becomes large and increases and along with thermograde is worth diminishing and reduces.At γ, do not reach maximum γ
mAXtime, if now concrete floor is sprinkled water, the temperature at 5cm place, concrete floor surface sharply declines, and the temperature at 25cm place, concrete floor surface is also being risen by water thermo effect, can cause the temperature difference of 5cm place and 25cm place measurement point to expand, and then cause thermograde γ value to continue to rise, there is concrete bottom plank split.
And work as γ, reach maximum γ
mAXand while starting to decline, the temperature that 25cm place, concrete floor surface is described is being diminished by the impact of hydro-thermal stress, now 5cm place, concrete floor surface temperature is higher, is prone to the drying regime on concrete floor surface, now concrete floor is sprinkled water and is reached the effect of moisture-keeping maintaining.
Watering amount is determined according to surface temperature of concrete gradient γ, a large amount of experimental datas proves that the injection flow rate of each thermograde γ is different, and show that by experimental result this injection flow rate temperature is directly proportional to Grad, and thermograde γ is larger, and injection flow rate is more.Watering amount parameter corresponding to thermograde now being drawn by experiment determined the moisture-holding capacity of concrete floor.
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, provide a kind of concrete bottom plate structure curing system that comprises the maintenance process of concrete bottom plate structure, this concrete bottom plate structure curing system comprises: temperature survey portion 10, automatic spray portion 20 and control part 30, wherein
Temperature survey portion 10, for measuring and send concrete floor internal temperature signal, comprising:
A measurement point and B measurement point, the skin temperature that A measurement point parallels for monitoring the one side that contact with ground with described concrete floor, B measurement point is used for monitoring the internal temperature of described concrete floor.In the present embodiment, preferably the position of A measurement point and B measurement point is respectively following 5cm place, top layer and the 25cm place of concrete floor.
The first temperature sensing unit 11 and the second temperature sensing unit 12 are arranged at respectively on A measurement point and B measurement point.Wherein, the first temperature sensing unit 11 and the second temperature sensing unit 12 comprise respectively two temperature sensors.
Temperature patrol inspection unit 13 is connected with the second temperature sensing unit 12 with the first temperature sensing unit 11, for detection of the temperature signal of the first temperature sensing unit 11 and described the second temperature sensing unit 12 to obtain respectively the Temperature numerical T of A measurement point and B measurement point
aand T
b, in the present embodiment, the Temperature numerical of A measurement point and B measurement point is labeled as T
5cm andt
25cm.
The temperature signal that 14 pairs of described temperature patrol inspection unit 13 of signal transmitter unit obtain transmits, and is wireless transmission element in the present embodiment.
Automatic spray portion 20 reduces concrete bottom plate temperature for watering, comprising: sprinkler tip 21, the pipeline 22 being connected with sprinkler tip and for supporting supporting component 23 and the water facilities 24 of described pipeline.By water facilities 24, provide water, water sprays from sprinkler tip 21 via pipeline 22.
Control part 30 is connected with automatic spray portion 20 with temperature survey portion 10, comprising:
Signal receiving unit 31, the Temperature numerical T sending for receiving the signal transmitter unit 14 of temperature survey portion 10
5cm andt
25cm, in the present embodiment, signal receiving unit 31 is wireless receiving element.
Computing unit 32, for calculating described A measurement point that signal receiving unit 31 receives and the temperature gap of described B measurement point, and calculates the thermograde γ between described A measurement point and described B measurement point by described temperature gap:
γ=｜T
5-T
25｜/｜5-25｜；
Control module, the control instruction of for output in the situation that thermograde γ is greater than a preset value, described concrete floor being added to the control instruction of heat-insulation layer and to 20 outputs of described automatic spray portion, described concrete floor being carried out to spray water maintenance in described thermograde γ maximum and start to decline in the situation that.
Prewarning unit 33, adds the control instruction of heat-insulation layer according to control module output to described concrete floor, for voice reminder operator on duty, add a cover in time heat-insulation layer.
This heat-insulation layer comprises: thick geotechnological layer of cloth and the 0.6mm thick film that is positioned at the upper and lower surface of thick geotechnological layer of cloth, the thick geotextiles that thick geotechnological layer of cloth is several layers of 3mm.
Add a cover the order of heat-insulation layer for first to cover the thick film that one deck does not have perforating on described concrete floor surface, then cover number bed thickness geotextiles, finally cover the thick film of another layer of perforating.
Automatic spray portion 20 control instruction that output is carried out spray water maintenance to described concrete floor according to control module, the water source switch of intelligent drives automatic spray portion 20, sprinkles water.
Concrete bottom plate structure provided by the present invention maintenance process and system thereof, by measuring the temperature at the fixed thickness place of concrete floor, and calculate the thermograde value under this thickness, again this thermograde value and preset value are compared, when thermograde value is greater than preset value, illustrate that the internal-external temperature difference of backplate surface is larger, now need base plate to be incubated, way of the present invention is thickened heat insulation layer, and internal-external temperature difference is diminished, thereby reduces thermograde now.
In thermograde, reach a maximum, and while being started slowly to reduce by maximum, illustrate that the internal-external temperature difference of backplate surface diminishes gradually, now need that base plate is carried out to spray water and carry out moisture-keeping maintaining, thereby keep base plate moistening.
By the above-mentioned measure of adding a cover heat-insulation layer, reduce the internal-external temperature difference of backplate surface and the surface wettability that keeps concrete floor by watering, finally reach in real time, prevent efficiently base plate crack.
Below embodiment has been described in detail the present invention by reference to the accompanying drawings, and those skilled in the art can make many variations example to the present invention according to the above description.Thereby some details in embodiment should not form limitation of the invention, the present invention will be usingd scope that appended claims defines as protection domain.
Claims (10)
1. a maintenance process for concrete bottom plate structure, is characterized in that, comprises the following steps:
(1), two measurement points are set respectively in a ground concrete floor building, be labeled as respectively: A measurement point and B measurement point;
Regularly measure respectively the Temperature numerical of described A measurement point and described B measurement point, and the Temperature numerical of described A measurement point and described B measurement point is labeled as respectively to T
aand T
b,
Wherein, described A measurement point is for monitoring the skin temperature of described concrete floor, and described B measurement point is for monitoring the internal temperature of described concrete floor;
(2), calculate the temperature gap of described A measurement point and described B measurement point, and calculate the thermograde γ between described A measurement point and described B measurement point by described temperature gap:
γ=| T
a-T
b|/| H
a-H
b|, described H
aand H
bbe respectively described A measurement point and the height value of described B measurement point in described concrete floor short transverse;
(3), the size of more described thermograde γ and a preset value, when described thermograde γ is greater than described preset value, described concrete floor is added to heat-insulation layer;
(4), when γ reaches maximum and starts to decline, described concrete floor is carried out to spray water maintenance.
2. the maintenance process of concrete bottom plate structure according to claim 1, it is characterized in that, in described step (1), described A measurement point is arranged on any point position on the cross section of the following 0cm to 5cm of upper surface of described concrete floor, described B measurement point is arranged on any point position on the cross section of the following 20cm to 30cm of upper surface of described concrete floor, and described cross section is parallel to the ground.
3. the maintenance process of concrete bottom plate structure according to claim 1, it is characterized in that, in described step (4), according to surface temperature of concrete gradient, γ adjusts injection flow rate, that is, described injection flow rate is along with described thermograde value becomes large and increases and along with described thermograde is worth diminishing and reduces.
4. the maintenance process of concrete bottom plate structure according to claim 1, is characterized in that, in described step (1), measures respectively one time T every 5 minutes
anumerical value and T
bnumerical value.
5. the maintenance process of concrete bottom plate structure according to claim 1, is characterized in that, in described step (3), described preset value is 15 degrees Celsius/meter.
6. the maintenance process of concrete bottom plate structure according to claim 1, it is characterized in that, in described step (2), described heat-insulation layer comprises thick geotechnological layer of cloth and the thick film that is positioned at the upper and lower surface of described thick geotechnological layer of cloth, and described thick geotechnological layer of cloth includes multi-layer thick geotextiles; Add the order of heat-insulation layer for first to cover the thick film that one deck does not have perforating on described concrete floor surface, then cover number bed thickness geotextiles, finally cover the thick film of one deck perforating.
7. realize in claim 1-6 a concrete bottom plate structure curing system for concrete bottom plate structure maintenance process described in any one, it is characterized in that, comprising:
Be arranged at concrete bottom intralamellar part for measuring the temperature survey portion of differing heights layer temperature, comprise: the first temperature sensing unit and the second temperature sensing unit that are arranged at respectively A measurement point and B measurement point; The temperature patrol inspection unit being connected with described the second temperature sensing unit with described the first temperature sensing unit, for detection of the temperature signal of described the first temperature sensing unit and described the second temperature sensing unit to obtain respectively the Temperature numerical T of described A measurement point and described B measurement point
aand T
b; The signal transmitter unit that the temperature signal that described temperature patrol inspection unit is obtained transmits; Wherein, described A measurement point is for monitoring the skin temperature of described concrete floor, and described B measurement point is for monitoring the inside center temperature of described concrete floor;
The automatic spray portion that reduces concrete bottom plate temperature for watering; And
With the control part that temperature survey portion is connected with automatic spray portion, described control part comprises: signal receiving unit, the Temperature numerical T sending for receiving the signal transmitter unit of described temperature survey portion
aand T
b; Computing unit, the described A measurement point and the described B measurement point temperature gap that for calculating communication unit, receive, and by described temperature gap calculate the thermograde γ between described A measurement point and described B measurement point: γ=| T
a-T
b|/| H
a-H
b|; Described H
aand H
bbe respectively described A measurement point and the height value of described B measurement point in described concrete floor short transverse; Control module, the control instruction of for output in the situation that described thermograde γ is greater than a preset value, described concrete floor being added to the control instruction of heat-insulation layer and to the output of described automatic spray portion, described concrete floor being carried out to spray water maintenance in described thermograde γ maximum and start to decline in the situation that.
8. concrete bottom plate structure curing system according to claim 7, it is characterized in that, described A measurement point is arranged on any point position on the cross section of the following 0cm to 5cm of upper surface of described concrete floor, described B measurement point is arranged on any point position on the cross section of the following 20cm to 30cm of upper surface of described concrete floor, and described cross section is parallel to the ground.
9. concrete bottom plate structure curing system according to claim 7, is characterized in that,
Control part also comprises the prewarning unit of insulated curing being carried out to voice reminder.
10. concrete bottom plate structure curing system according to claim 7, is characterized in that,
Described signal transmitter unit and described signal receiving unit are respectively wireless transmission element and wireless receiving element, and described temperature signal is via transmitting wirelessly element transmission to wireless receiving element.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405415A (en) * | 2014-10-22 | 2015-03-11 | 中国电建集团成都勘测设计研究院有限公司 | Heat preservation and moisture retention method for base plate concrete of large-size tunnel |
| 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 |
| CN114482012A (en) * | 2022-01-28 | 2022-05-13 | 中国建筑第八工程局有限公司 | Temperature-controlled maintenance system and method for buttress wall |
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| CN114482012A (en) * | 2022-01-28 | 2022-05-13 | 中国建筑第八工程局有限公司 | Temperature-controlled maintenance system and method for buttress wall |
| 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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| CN103640082B (en) | 2016-08-24 |
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