CN112727127A - Large-volume fiber concrete crack prevention and control system and method - Google Patents
Large-volume fiber concrete crack prevention and control system and method Download PDFInfo
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- CN112727127A CN112727127A CN202110037969.6A CN202110037969A CN112727127A CN 112727127 A CN112727127 A CN 112727127A CN 202110037969 A CN202110037969 A CN 202110037969A CN 112727127 A CN112727127 A CN 112727127A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/246—Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01K—MEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
- G01K11/00—Measuring temperature based upon physical or chemical changes not covered by groups G01K3/00, G01K5/00, G01K7/00 or G01K9/00
- G01K11/32—Measuring temperature based upon physical or chemical changes not covered by groups G01K3/00, G01K5/00, G01K7/00 or G01K9/00 using changes in transmittance, scattering or luminescence in optical fibres
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01K—MEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
- G01K3/00—Thermometers giving results other than momentary value of temperature
- G01K3/08—Thermometers giving results other than momentary value of temperature giving differences of values; giving differentiated values
- G01K3/14—Thermometers giving results other than momentary value of temperature giving differences of values; giving differentiated values in respect of space
Abstract
The invention discloses a system and a method for preventing and controlling a large-volume fiber concrete crack, wherein the system comprises a heat-insulating template, a template cover film, an optical fiber device and a condensing device; the heat preservation template is provided with a first cavity and a second cavity; the second cavity is connected with an air outlet pipe, a water outlet pipe and a circulating water outlet pipe; the template cover film is arranged above the first cavity, and the air outlet end of the air outlet pipe is arranged below the template cover film; the optical fiber device comprises an optical fiber which is arranged in the first cavity and used for measuring the temperature of the concrete and a distributed optical fiber demodulator which is arranged outside the first cavity and connected with the optical fiber; the condensing device comprises a condensing pipe and a condenser; the condensation pipe main body is arranged in the first cavity; one end of the condenser pipe is connected to the condenser through a circulating water inlet pipe, and the other end of the condenser pipe is connected to a water outlet pipe of the second cavity; and a circulating water outlet pipe of the second cavity is connected to the condenser.
Description
Technical Field
The invention relates to the field of buildings, in particular to a large-volume fiber concrete crack prevention and control system and method.
Background
In recent years, with the vigorous development of large building facilities, large-volume concrete structures are beginning to be widely used in modern engineering construction. The main problem encountered when the large-volume concrete is constructed is temperature crack, and when the large-volume concrete is constructed, cement generates a large amount of heat in the hydration process to increase the temperature in the concrete structure, when the temperature difference between the interior of the concrete structure and the surface is too large, temperature stress and temperature deformation can be generated, and when the temperature stress exceeds the constraint force inside and outside the concrete, the crack can be generated.
The environmental temperature, the internal temperature and the change thereof are one of the important influence factors influencing the microstructure and the macroscopic performance of the concrete, and the uneven distribution of the extreme cold and extreme hot environmental temperature and the internal temperature can cause fatal damage to the structure and the performance of a concrete structure. Especially for the construction of mass concrete, the thickness is large, the hydration heat is high, and in order to ensure the construction quality, the maximum temperature inside the concrete is not more than 75 ℃, and the temperature difference inside the concrete is not more than 25 ℃. Therefore, the key to the crack control of mass concrete is to reduce the temperature difference between the inside and the outside of the concrete structure.
Currently, the main measures for controlling cracks include: preferably selecting cement with low heat of hydration, and properly using a retarding water reducer; properly reducing the water-cement ratio and reducing the cement consumption; the mold-entering temperature of the concrete is reduced, and the temperature difference between the inside and the outside of the concrete is controlled (within 25 degrees when no design requirement exists); covering the concrete with heat-insulating and moisture-preserving materials in time; a cooling water pipe is pre-buried in the concrete, circulating water is introduced, and the temperature generated by the hydration heat of the concrete is forcibly reduced; doping a micro-expanding agent or expanded cement; setting a post-pouring seam; and a temperature sensor is arranged to monitor the temperature inside the concrete and the like.
Although the prior art is beneficial to reducing the generation of concrete cracks, the prior art mainly depends on the experience of workers and supervision, lacks scientific means for monitoring the temperature of a concrete core area, the temperature of the surface of concrete and the temperature difference with the external environment, and lacks a temperature monitoring system for monitoring and early warning the hydration heat generation of concrete in real time; meanwhile, for large concrete projects, the traditional temperature monitoring sensor can only monitor in a single point, is multiple in distribution points and inconvenient to construct, cannot monitor the temperature inside the concrete in real time and comprehensively, cannot inform warning of overheating and the like in time, and cannot guide concrete curing in real time.
Disclosure of Invention
In view of the above problems, the present invention provides a system and a method for preventing and controlling cracks in mass fiber concrete, so as to improve the above problems.
The embodiment of the invention provides a large-volume fiber concrete crack prevention and control system, which comprises a heat preservation template, a template cover film, an optical fiber device and a condensing device, wherein the heat preservation template is arranged on the template cover film; the heat preservation template is enclosed to form a first cavity for accommodating concrete; a second cavity for containing heat preservation liquid is formed in the heat preservation template; the second cavity is connected with an air outlet pipe, a water outlet pipe and a circulating water outlet pipe;
the template cover film is arranged above the first cavity, the air outlet end of the air outlet pipe is arranged below the template cover film, and the corresponding air outlet pipes are communicated through the maintenance pipe;
the optical fiber device comprises an optical fiber which is arranged in the first cavity and used for measuring the temperature of the concrete and a distributed optical fiber demodulator which is arranged outside the first cavity and connected with the optical fiber;
the condensing device comprises a condensing pipe and a condenser; the condensation pipe main body is arranged in the first cavity; one end of the condenser pipe is connected to the condenser through a circulating water inlet pipe, and the other end of the condenser pipe is connected to a water outlet pipe of the second cavity; and a circulating water outlet pipe of the second cavity is connected to the condenser.
Preferably, a plurality of thermometers and temperature reading instruments are further included; the heat preservation template comprises an outer template far away from the concrete and an inner template close to the concrete; the second cavity is formed between the inner template and the outer template; the thermometers are sequentially arranged in the inner template and are in signal connection with the temperature reading instrument.
Preferably, the waterproof structure further comprises an inner waterproof layer and an outer waterproof layer, wherein the inner waterproof layer is arranged on the inner surface of the inner template and is made of a waterproof material with a high heat conductivity coefficient, and the outer waterproof layer is arranged on the inner surface of the outer template and is made of a waterproof material with a low heat conductivity coefficient.
Preferably, a plurality of heating rods are arranged at different depths of the surface of the outer waterproof layer.
Preferably, the optical fibers include horizontal optical fibers and vertical optical fibers; the horizontal optical fibers are laid along the short side of the concrete structure in a U shape, the vertical optical fibers are vertically arranged at the protective layer of the concrete, and the vertical optical fibers are connected with the optical fiber outgoing lines and connected with the distributed optical fiber demodulator.
Preferably, the condenser pipe has a plurality of sections, each section being laid in a U-shape along a short side of the concrete structure on a horizontal plane.
Preferably, still include control switch, velocity of flow controlling means and inside and outside difference in temperature controlgear, control switch and flow controlling means set up in on the circulation inlet tube, inside and outside difference in temperature controlgear with velocity of flow controlling means and distributed optical fiber demodulation appearance signal connection.
The embodiment of the invention also provides a large-volume fiber concrete crack prevention and control method based on the large-volume fiber concrete crack prevention and control system, which comprises the following steps:
starting a distributed optical fiber demodulator to acquire the acquired data of the optical fiber in real time, and further calculating to obtain a first temperature inside the concrete;
if the first temperature is higher than the preset temperature value, the condensation effect of the condensation device is increased to control the temperature inside the concrete within a proper range;
if the first temperature is not greater than the preset temperature value, comparing the first temperature with a second temperature of the surface of the condensed soil measured by the heat-preservation template to obtain the temperature difference between the first temperature and the second temperature;
and when the temperature difference is larger than a preset threshold value, increasing the temperature of the heat preservation liquid in the second cavity and/or increasing the water flow speed of the condensation pipe to enable the temperature difference to be smaller than the threshold value, so that cracks of the concrete structure caused by the temperature difference are reduced.
In summary, the present embodiment has the following advantages:
1. measuring the internal temperature of the concrete by adopting an optical fiber; the optical fiber has the advantages of small volume, light weight, convenient sensing, electromagnetic interference resistance, good stability and corrosion resistance; high sensitivity and high resolution. Therefore, the function of automatically monitoring the temperature of the mass concrete in real time is realized through the distributed optical fiber sensing technology, so that the temperature and the internal and external temperature difference of the concrete are quantitatively controlled, the whole process of concrete curing is mastered by adjusting the internal and external temperature difference of the concrete, and the functions of preventing and controlling cracks are realized.
2. The heat inside the concrete is conveyed to the surface, so that the temperature difference inside and outside the concrete is reduced, the energy is saved, and the control cost of cracks is reduced.
3. The method is simple to operate, realizes the steam curing function of the concrete, and reduces the curing cost.
4. The condensed water is recycled through the condenser, which is beneficial to saving water resources.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a large-volume fiber concrete crack prevention and control system according to a first embodiment of the present invention.
Fig. 2 is a plan view of a maintenance tube according to a first embodiment of the present invention.
FIG. 3 is a schematic structural view of the heat-insulating template.
Fig. 4 is a schematic plan view of a large-volume fiber concrete crack prevention and control system according to a first embodiment of the present invention.
Fig. 5 is a schematic flow chart of a crack prevention and control method for large-volume fiber concrete according to a second embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 4, an embodiment of the present invention provides a system for preventing and controlling a crack of a large-volume fiber concrete, which includes a heat-insulating template 10, a template cover film 20, an optical fiber device 30, and a condensing device 40; the heat preservation formwork 10 is enclosed to form a first cavity 11 for accommodating the concrete 200, and a second cavity 12 for accommodating the heat preservation liquid 300 is formed in the heat preservation formwork 10; the second cavity 12 is connected with an air outlet pipe 121, a water outlet pipe 122 and a circulating water outlet pipe 123.
The template cover film 20 is disposed above the first cavity 11, the air outlet end of the air outlet pipe 121 is disposed below the template cover film 20, and the corresponding air outlet pipe 121 is connected through the curing pipe 124.
The optical fiber device 30 includes an optical fiber 31 disposed in the first cavity 11 for measuring the temperature of the concrete, and a distributed optical fiber demodulator 32 connected to the optical fiber 31 and disposed outside the first cavity 11.
The condensing device 40 comprises a condensing pipe 41 and a condenser 42; the condensation pipe 41 is mainly arranged in the first cavity 11; one end of the condensation pipe 41 is connected to the condenser 42 through a circulating water inlet pipe 43, and the other end is connected to a water outlet pipe 122 of the second cavity 12; the circulating outlet pipe 123 of the second cavity 12 is connected to the condenser 42.
In this embodiment, the heat-insulating template 10 includes an outer template 13, an inner template 14, a plurality of thermometers 15, and a temperature reader 16. Wherein the inner formwork 14 is close to the concrete and the outer formwork 13 is relatively far away from the concrete, and the second cavity 12 is formed between the inner formwork 14 and the outer formwork 13; the thermometers 15 are sequentially arranged in the inner formwork 14 and are in signal connection with the temperature reading instrument 16, so that the thermometers 15 can read the temperatures of different detection points on the outer surface of the concrete and send the temperatures to the temperature reading instrument 16 for displaying.
In this embodiment, the heat-insulating formwork 10 further includes an inner waterproof layer 141 and an outer waterproof layer 142. The inner waterproof layer 141 is disposed on the inner surface of the inner form 14, is close to the concrete surface, and is made of a waterproof material with a high thermal conductivity, so as to prevent the heat preservation liquid (usually water) in the second cavity 12 from leaking and facilitate the heat generated by the water to be transferred to the concrete surface. The outer waterproof layer 142, which is not in contact with the concrete surface, is disposed on the inner surface of the outer form 13, and may be a waterproof material with a low thermal conductivity, so as to prevent water leakage and isolate heat transfer to air.
In this embodiment, a plurality of heating rods 17 are disposed at different depths on the surface of the outer waterproof layer 142 for maintaining the temperature of water in the second cavity 12 constant or increasing the temperature of water in the second cavity 12 by heating.
In this embodiment, the top and the side of each second cavity 12 of the heat-insulating template 10 are provided with three holes for connecting the air outlet pipe 121, the water outlet pipe 122 and the circulating water outlet pipe 123. The air outlet pipe 121 is used for collecting hot water mist generated by water in the second cavity 12, and the hot water mist enters the curing pipe 124 located below the formwork cover film 20 through the air outlet end of the air outlet pipe 121 to provide temperature and humidity required by curing for the upper surface of concrete.
In this embodiment, the optical fiber 31 includes a horizontal optical fiber 311 and a vertical optical fiber 312; the horizontal optical fiber 311 is laid along the short side of the concrete structure in a U shape, the vertical optical fiber 312 is vertically laid at the protective layer of the concrete, and the vertical optical fiber 312 is connected with the optical fiber outgoing line and coupled with the distributed optical fiber demodulator 32.
The horizontal optical fiber 311 is used for acquiring the temperature distribution of the concrete structure along the horizontal direction, and the vertical optical fiber 312 is used for acquiring the temperature distribution of the concrete structure along the vertical direction. The measurement principle is as follows:
when the optical fiber is used for measurement, the temperature strain borne by the optical fiber and the frequency shift change of the Brillouin scattering light have good linear relation. The relationship between the Brillouin frequency shift and the temperature and the optical fiber strain is as follows:
νB＝KT (1)
in the formula is vBBrillouin frequency shift of the optical fiber; t is the temperature at the time of measurement; Δ T is the amount of change in temperature; k is the temperature coefficient.
In this embodiment, the condensation duct 41 has a plurality of sections, each of which is laid in a U-shape along the short side of the concrete structure on a horizontal plane.
The condenser pipe 41 is buried in the concrete and arranged in a plurality of parallel U-shapes, and two ends of the condenser pipe 41 are connected with the circulating water inlet pipe 43 and the water outlet pipe 122 respectively. The other ports of the circulation water inlet pipe 43 and the circulation water outlet pipe 123 are connected to the condenser 42. The condenser pipe 41 is laid in a U-shape along the long side of the concrete structure in a horizontal plane as viewed from above the concrete. The water condensed by the condenser 42 enters the condensation pipe 41 through the circulation inlet pipe 43, the cooling water of the condensation pipe 41 carries out the heat generated by the hydration heat of the concrete, and the condensed hot water is discharged into the second cavity 12 through the outlet pipe 122. Since the temperature of the water passing through the condensation pipe 41 is increased, the temperature of the water discharged into the second cavity 12 is higher than that of the water at normal temperature, which is equivalent to transferring the heat inside the concrete to the surface of the concrete, effectively reducing the temperature difference between the inner surface and the outer surface of the concrete, and further reducing the generation of cracks.
Preferably, still include control switch 44, flow rate controlling means 45 and inside and outside difference in temperature controlgear 46, control switch 44 and flow controlling means 45 set up in circulation inlet tube 43 is last, inside and outside difference in temperature controlgear 46 with flow rate controlling means 45 and distributed optical fiber demodulation appearance 32 signal connection.
The working principle of the invention is detailed below:
in this embodiment, after the fiber concrete is poured, circulating water is introduced into the condensation pipe 41, and when the water level inside the second cavity 12 of the heat-insulating template 10 reaches the position of the circulating water outlet pipe 123, the heating rod 17 is started to keep the water inside the second cavity 12 at a constant temperature, and the readings of the thermometers 15 at different depths inside the heat-insulating template 10 are obtained in real time through the temperature reading instrument 16, so as to adjust the water temperature as required. Meanwhile, the hot water mist generated by the second cavity 12 of the heat preservation formwork 10 is discharged to the top surface of the concrete through the air outlet pipe 121 and the curing pipe 124, the formwork cover film 20 is arranged on the top surface of the concrete, the formwork cover film 20 is sealed and can be used for collecting the hot water mist of the curing pipe 124, the hot water mist contacts the cold surface of the concrete to form small water drops, and the temperature of the hot water mist is higher, so that the steam curing effect on the surface of the concrete is realized.
After the optical fiber 31 is installed, the distributed optical fiber demodulator 32 can be started to collect the temperature data inside the concrete. The internal and external temperature difference control device 46 controls the frequency of data acquisition by setting the acquisition time interval in the acquisition period, and does not acquire data if the acquisition time interval is not reached; if the acquisition time interval is reached, the distributed optical fiber demodulator 32 is controlled to send out a pulse signal and acquire and process data, the temperature inside and outside the concrete and the temperature difference inside and outside the concrete are solved, whether the temperature difference is greater than a set value or not is judged, if the temperature difference is less than the set value, the concrete is safe, if the temperature difference is greater than the set value, a flow speed control signal is sent to the flow speed control device 45, the water flow speed of the condensation pipe 41 is increased, the temperature inside the concrete is reduced and/or a heat preservation template heating signal is sent to the heat preservation template 10, the water temperature inside the heat preservation template 10 is increased by controlling the power of the heating rod 17, and therefore the temperature difference is less than a threshold value, the function of intelligent control over temperature control is achieved, manual operation is not needed.
In summary, the present embodiment has the following advantages:
1. measuring the internal temperature of the concrete by adopting an optical fiber; the optical fiber has the advantages of small volume, light weight, convenient sensing, electromagnetic interference resistance, good stability and corrosion resistance; high sensitivity and high resolution. Therefore, the function of automatically monitoring the temperature of the mass concrete in real time is realized through the distributed optical fiber sensing technology, so that the temperature and the internal and external temperature difference of the concrete are quantitatively controlled, the whole process of concrete curing is mastered by adjusting the internal and external temperature difference of the concrete, and the functions of preventing and controlling cracks are realized.
2. The heat inside the concrete is conveyed to the surface, so that the temperature difference inside and outside the concrete is reduced, the energy is saved, and the control cost of cracks is reduced.
3. The hot water mist is collected by the formwork cover film 20 on the top surface of the concrete, the method is simple to operate, the steam curing function of the concrete is realized, and the curing cost is reduced.
4. The condensed water is recycled through the condenser 42, which is beneficial to saving water resources.
Referring to fig. 5, a second embodiment of the present invention further provides a method for preventing and controlling cracks in mass fiber concrete, which is based on the system for preventing and controlling cracks in mass fiber concrete, and the method comprises:
s201, starting a distributed optical fiber demodulator to acquire acquired data of an optical fiber in real time, and further calculating to obtain a first temperature inside concrete;
s202, if the first temperature is higher than a preset temperature value, the condensation effect of a condensation device is increased to control the temperature inside the concrete to be in a proper range;
s203, if the first temperature is not greater than the preset temperature value, comparing the first temperature with a second temperature of the surface of the condensed soil measured by the heat preservation template to obtain the temperature difference between the first temperature and the second temperature;
s204, when the temperature difference is larger than a preset threshold value, increasing the temperature of the heat preservation liquid in the second cavity and/or increasing the water flow speed of the condensation pipe to enable the temperature difference to be smaller than the threshold value, and therefore cracks of the concrete structure caused by the temperature difference are reduced.
Preferably, the temperature value is 75 degrees and the threshold value is 25 degrees.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (8)
1. A large-volume fiber concrete crack prevention and control system is characterized by comprising a heat preservation template, a template cover film, an optical fiber device and a condensing device; the heat preservation template encloses to form a first cavity for accommodating concrete; a second cavity for containing heat preservation liquid is formed in the heat preservation template; the second cavity is connected with an air outlet pipe, a water outlet pipe and a circulating water outlet pipe;
the template cover film is arranged above the first cavity, the air outlet end of the air outlet pipe is arranged below the template cover film, and the corresponding air outlet pipes are communicated through the maintenance pipe;
the optical fiber device comprises an optical fiber which is arranged in the first cavity and used for measuring the temperature of the concrete and a distributed optical fiber demodulator which is arranged outside the first cavity and connected with the optical fiber;
the condensing device comprises a condensing pipe and a condenser; the condensation pipe main body is arranged in the first cavity; one end of the condenser pipe is connected to the condenser through a circulating water inlet pipe, and the other end of the condenser pipe is connected to a water outlet pipe of the second cavity; and a circulating water outlet pipe of the second cavity is connected to the condenser.
2. The bulk fiber concrete crack prevention and control system of claim 1, further comprising a plurality of thermometers, temperature readers; the heat preservation template comprises an outer template far away from the concrete and an inner template close to the concrete; the second cavity is formed between the inner template and the outer template; the thermometers are sequentially arranged in the inner template and are in signal connection with the temperature reading instrument.
3. The system for preventing and controlling cracks in mass fiber concrete according to claim 2, further comprising an inner waterproof layer and an outer waterproof layer, wherein the inner waterproof layer is disposed on the inner surface of the inner form and is made of a waterproof material having a high thermal conductivity, and the outer waterproof layer is disposed on the inner surface of the outer form and is made of a waterproof material having a low thermal conductivity.
4. The system of claim 3, wherein a plurality of heating rods are disposed at different depths of the surface of the outer waterproof layer.
5. The bulk fiber concrete crack prevention and control system of claim 1, wherein the optical fibers comprise horizontal optical fibers and vertical optical fibers; the horizontal optical fibers are laid along the short side of the concrete structure in a U shape, the vertical optical fibers are vertically arranged at the protective layer of the concrete, and the vertical optical fibers are connected with the optical fiber outgoing lines and connected with the distributed optical fiber demodulator.
6. The system for crack prevention and control of mass fiber concrete according to claim 1, wherein the condenser pipe has a plurality of sections, each section being laid in a U-shape along a short side of the concrete structure on a horizontal plane.
7. The system for preventing and controlling the crack of the large-volume fiber concrete according to claim 1, further comprising a control switch, a flow rate control device and an internal and external temperature difference control device, wherein the control switch and the flow rate control device are arranged on the circulating water inlet pipe, and the internal and external temperature difference control device is in signal connection with the flow rate control device and the distributed optical fiber demodulator.
8. A large-volume fiber concrete crack prevention and control method based on the large-volume fiber concrete crack prevention and control system according to any one of claims 1 to 7, comprising:
starting a distributed optical fiber demodulator to acquire the acquired data of the optical fiber in real time, and further calculating to obtain a first temperature inside the concrete;
if the first temperature is higher than the preset temperature value, the condensation effect of the condensation device is increased to control the temperature inside the concrete within a proper range;
if the first temperature is not greater than the preset temperature value, comparing the first temperature with a second temperature of the surface of the condensed soil measured by the heat-preservation template to obtain the temperature difference between the first temperature and the second temperature;
and when the temperature difference is larger than a preset threshold value, increasing the temperature of the heat preservation liquid in the second cavity and/or increasing the water flow speed of the condensation pipe to enable the temperature difference to be smaller than the threshold value, so that cracks of the concrete structure caused by the temperature difference are reduced.
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| CN202110037969.6A CN112727127A (en) | 2021-01-12 | 2021-01-12 | Large-volume fiber concrete crack prevention and control system and method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622669A (en) * | 2021-08-09 | 2021-11-09 | 中国十九冶集团有限公司 | Water-cooling temperature control method and equipment for mass concrete |
| CN114086476A (en) * | 2021-11-23 | 2022-02-25 | 中铁大桥科学研究院有限公司 | Concrete heat preservation device |
-
2021
- 2021-01-12 CN CN202110037969.6A patent/CN112727127A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622669A (en) * | 2021-08-09 | 2021-11-09 | 中国十九冶集团有限公司 | Water-cooling temperature control method and equipment for mass concrete |
| CN114086476A (en) * | 2021-11-23 | 2022-02-25 | 中铁大桥科学研究院有限公司 | Concrete heat preservation device |
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