CN204780633U - Detection of bulky concrete humidity and control system that moisturizes - Google Patents
Detection of bulky concrete humidity and control system that moisturizes Download PDFInfo
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- CN204780633U CN204780633U CN201520516475.6U CN201520516475U CN204780633U CN 204780633 U CN204780633 U CN 204780633U CN 201520516475 U CN201520516475 U CN 201520516475U CN 204780633 U CN204780633 U CN 204780633U
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Abstract
The utility model discloses a detection of bulky concrete humidity and control system that moisturizes arranges humidity transducer on the concrete top layer of being under construction, and humidity transducer is connected with the controller signal input that spouts wet system through delay timer A, and the controller output end that spouts wet system is connected with water pump or fan, and the while sets up delay timer B or flowmeter on water pump or fan. The utility model discloses can realize automated inspection and spout the wet function of moisturizing, can replace the drawback that the concrete moisturizing is carried out to the artifical experience of present dependence, labour saving and time saving, the moisturizing is accurate opportunity, and the moisturizing accuracy of measurement is high, and the effect is very good. Through setting up two kinds of delay timers, can prevent sensor erroneous judgement problem, degree of automation is high, need not artifical the participation.
Description
Technical field
The utility model belongs to temperature and humidity of concrete structure technical field of measurement and test, is specifically related to one and can detects Concrete Structure Temperature and humidity and control moisture-keeping system.
Background technology
Concrete in mass is mainly used in the important engineerings such as power station, nuclear power station, hole culvert, bridge, and its bulky (side up to a hundred at least can reach tens sides at most), quality requirement is very strict.At present, for the detection of concrete in mass performance, carry out test room simultaneously and detect concrete sample, the maintenance in early stage of test specimen sets to be carried out at a constant temperature.Regulation in " concrete for hydraulic structure testing regulation " (SL352-2006), the standard curing temperature of test specimen should control at 20 DEG C ± 5 DEG C; Patented technology is even had to provide a kind of concrete specimen curing box, for realizing the curing temperature of concrete sample, humid control under the condition of relative constancy.
But the check data that said method can produce test room usually differs larger problem with Site Detection data.Because job site affects by environment and concrete in mass self-heat generation, mass concrete temperature is not aquation and solidification under isoperibol, but under environment temperature and self-heat generation acting in conjunction along uniform temperature curve in regular change.Therefore, carrying out maintenance by stationary temperature condition to test specimen is produce test room's check data to differ larger main cause with Site Detection data, by the prediction of impact as the concrete in mass performance of these important engineerings such as power station, nuclear power station.
Because of its bulky of concrete construction during site operation, in cement hydration process, the huge heat of generation is stayed inside concrete and be not easy release, often produce thermal stress cracks because internal temperature (generally no more than 70 DEG C) and surface temperature difference (temperature difference is generally no more than 25 DEG C) are excessive, and distress in concrete have a direct impact concrete impermeability and integral rigidity, will shorten greatly concrete application life so that harm total safety.The maintenance of concrete surface not only can affect concrete sclerosis and then affect concrete quality, maintenance is improper also can cause surperficial dehydration or temperature is improper causes crack, can therefore after concreting, maintenance construction be very crucial, be directly connected to its structure and meet normal safe use.
At present, empirically manually watering maintenance is carried out for the concrete curing mainly constructor that constructs, or inner and hull-skin temperature situation of change judges whether to need to carry out maintenance work by some simple testing arrangement manual testings.This kind of mode whole process needs artificial supervision, and the course of work is loaded down with trivial details, and maintenance quality cannot ensure, careless slightlyly just may cause concrete cracking.
Utility model content
The purpose of this utility model judges moisturizing problem for the artificial experience that relies on main in current Mass Concrete, and the problem of supplementary water time and rate of water make-up control accuracy difference, provide a kind of and be applicable to moisturizing accuracy-control system in Mass Concrete.
The technical solution of the utility model: a kind of concrete in mass Humidity Detection and moisturizing control system, constructing, concrete surface layer arranges humidity sensor, humidity sensor is connected with the controller signals input of spray dampening system by delayer A, the controller output end of spray dampening system is connected with water pump, arranges delayer B or flow meter on water pump simultaneously.
Be provided with temperature pick up together with humidity sensor simultaneously, and cooling coil is set in concrete in mass, temperature pick up is connected with the controller signals input of cooling system, and the controller output end of cooling system connects coolant pump, and coolant pump delivery outlet is communicated with cooling coil.
Spray dampening system is provided with and is uniformly distributed in the plane shower nozzle of concrete surface for spraying towards periphery, and is arranged on the three-dimensional shower nozzle of concrete vertical face; Each shower nozzle is communicated with water spray house steward by arm; Or spray dampening system arranges water cannon at concrete periphery.
Described plane shower nozzle and three-dimensional shower nozzle have atomizing functions, or separately arrange atomizer with plane shower nozzle together with three-dimensional shower nozzle.
The beneficial effects of the utility model: the utility model can realize automatically detecting and squirting moisture-keeping functions, can substitute and rely on artificial experience to carry out the drawback of concrete moisturizing at present, and time saving and energy saving, supplementary water time is accurate, and rate of water make-up precision is high, and effect is very good.By arranging two kinds of delayers, can prevent sensor from judging problem by accident, automaticity is high, without the need to artificial participation.
Accompanying drawing explanation
Fig. 1 is one of system schematic of the present utility model;
Fig. 2 is system schematic two of the present utility model.
Detailed description of the invention
Embodiment 1: see Fig. 1, a kind of concrete in mass Humidity Detection and moisturizing control system, constructing, concrete surface layer arranges humidity sensor, humidity sensor is connected with the controller signals input of spray dampening system by delayer A, the controller output end of spray dampening system is connected with water pump, arranges delayer B on water pump simultaneously.
Concrete in mass Humidity Detection and moisturizing control method, constructing, concrete surface layer arranges humidity sensor, whether the humidity utilizing humidity sensor to detect concrete surface layer region of having constructed meets humidity standard scope, if when being less than the lower limit d1 of humidity standard scope, humidity sensor sends moisturizing signal to the controller of spray dampening system, controls spray dampening system carry out timing or quantitatively spray water by controller; Further, be provided with delayer A, delayer A is at reference time delay T
ain, any signal of humidity sensor do not adopted by the controller of spray dampening system; Spray dampening system meets timing or stops water spray after requirement of quantitatively spraying water; Delayer A is at reference time delay T
aoutward, when humidity sensor detects that the humidity in concrete surface layer region of constructing is greater than the higher limit d2 of humidity standard scope, humidity sensor sends moisturizing signal again to the controller of spray dampening system, controls spray dampening system carry out timing or quantitatively spray water by controller.
Described spray dampening system adopts control of regularly spraying water: the controller of spray dampening system is provided with delayer B, and delayer B is at reference time delay T
bin, spray dampening system continues water spray; Delayer B is at reference time delay T
boutward, spray dampening system stops water spray.
Described spray dampening system adopts control of quantitatively spraying water: spray dampening system arranges flow monitor, and monitoring control devices flow meets control spray dampening system when squirting demand and stops water spray.
Spray dampening system is provided with and is uniformly distributed in the plane shower nozzle of concrete surface for spraying towards periphery, and is arranged on the three-dimensional shower nozzle (as floral tube etc.) of concrete vertical face; Each shower nozzle is communicated with water spray house steward by arm; Or spray dampening system arranges water cannon at concrete periphery.
Described plane shower nozzle and three-dimensional shower nozzle have atomizing functions, or separately arrange atomizer with plane shower nozzle together with three-dimensional shower nozzle.
Embodiment 2: on embodiment 1 basis, be provided with temperature pick up together with humidity sensor, temperature pick up is connected with the controller signals input of spray dampening system simultaneously.
Embodiment 3: see Fig. 1, another kind of concrete in mass Humidity Detection and moisturizing control system, constructing, concrete surface layer arranges humidity sensor, humidity sensor is connected with the controller signals input of spray dampening system by delayer A, the controller output end of spray dampening system is connected with water pump, arranges flow meter on water pump simultaneously.
Embodiment 4: on embodiment 1 basis, constructing, concrete surface layer arranges humidity sensor, humidity sensor is connected with the controller signals input of spray dampening system by delayer A, and the controller output end of spray dampening system is connected with water pump, arranges flow meter on water pump simultaneously.
Be provided with temperature pick up together with humidity sensor, temperature pick up is connected with the controller signals input of spray dampening system simultaneously.
Concrete in mass
humidity, temperaturedetect and moisturizing control method, while employing embodiment 1, be provided with temperature pick up together with humidity sensor, in concrete in mass, cooling coil is set, when the rising of temperature pick up numerical value reaches threshold, cooling system drives cooling water to enter in cooling coil and circulates, cooling.
Claims (4)
1. a concrete in mass Humidity Detection and moisturizing control system, constructing, concrete surface layer arranges humidity sensor, humidity sensor is connected with the controller signals input of spray dampening system by delayer A, the controller output end of spray dampening system is connected with water pump, arranges delayer B or flow meter on water pump simultaneously.
2. concrete in mass Humidity Detection according to claim 1 and moisturizing control system, it is characterized in that, be provided with temperature pick up together with humidity sensor simultaneously, and cooling coil is set in concrete in mass, temperature pick up is connected with the controller signals input of cooling system, the controller output end of cooling system connects coolant pump, and coolant pump delivery outlet is communicated with cooling coil.
3. concrete in mass Humidity Detection according to claim 1 and moisturizing control system, is characterized in that, spray dampening system is provided with and is uniformly distributed in the plane shower nozzle of concrete surface for spraying towards periphery, and is arranged on the three-dimensional shower nozzle of concrete vertical face; Each shower nozzle is communicated with water spray house steward by arm; Or spray dampening system arranges water cannon at concrete periphery.
4. concrete in mass Humidity Detection according to claim 3 and moisturizing control system, is characterized in that, described plane shower nozzle and three-dimensional shower nozzle have atomizing functions, or separately arrange atomizer with plane shower nozzle together with three-dimensional shower nozzle.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105019358A (en) * | 2015-07-16 | 2015-11-04 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method and system for large-volume concrete |
CN110374345A (en) * | 2019-07-29 | 2019-10-25 | 广东博智林机器人有限公司 | A kind of spray robot |
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2015
- 2015-07-16 CN CN201520516475.6U patent/CN204780633U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105019358A (en) * | 2015-07-16 | 2015-11-04 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method and system for large-volume concrete |
CN105019358B (en) * | 2015-07-16 | 2017-05-24 | 郑州双杰科技有限公司 | Humidity detection and moisturizing control method for large-volume concrete |
CN110374345A (en) * | 2019-07-29 | 2019-10-25 | 广东博智林机器人有限公司 | A kind of spray robot |
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