CN209682546U - A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP - Google Patents

A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP Download PDF

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Publication number
CN209682546U
CN209682546U CN201822199536.7U CN201822199536U CN209682546U CN 209682546 U CN209682546 U CN 209682546U CN 201822199536 U CN201822199536 U CN 201822199536U CN 209682546 U CN209682546 U CN 209682546U
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China
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solenoid
switch
magnetic field
power supply
intelligent
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CN201822199536.7U
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Chinese (zh)
Inventor
庞通
孙天洋
高鸣杰
姜景山
张超
黄斌
祝兵
朱伟豪
黄鑫
蒋威
马冰艳
王震博
沈怀有
周子阳
晏凤元
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Nanjing Institute of Technology
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Nanjing Institute of Technology
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Abstract

The utility model discloses a kind of intelligent positioning fiber systems that steel fiber reinforced concrete is reinforced suitable for FRP; it is characterized by comprising fixed cell, magnetic field units, intelligent control unit and moving cells; the fixed cell is made of insulating support; the magnetic field units are made of DC power supply, current control knob, protective resistance, the first solenoid, the second solenoid, third solenoid, the 4th solenoid, the 5th solenoid, the 6th helix tube, iron core, resin and switch, moving cell lifting device, loading device and intelligent switch.The utility model compensates for gravitational effect to deposition effect caused by steel fibre by magnetic field part, and the principle according to magnetization phenomenon and hysteresis effect improves the arrangement of elongated steel fibre, pass through motion parts and intelligent control part, whole side wall is uniformly reinforced, the adverse effect for alleviating the wall effect of steel fibre is effectively improved the arrangement situation of steel fibre.

Description

A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP
Technical field
The utility model belongs to technical field of concrete preparation, and in particular to one kind is suitable for FRP and reinforces steel fibre coagulation The intelligent positioning fiber system of soil.
Background technique
In steel fiber reinforced concrete preparation process, the angular distribution of internal steel fibre has very strong randomness.It is fine The coefficient of efficiency of dimension is usually lower, and distribution arrangement is that its coefficient of efficiency of two-dimensional fiber is often below 0.4;And distribution arrangement is three The coefficient of efficiency of the fiber of dimension is more likely to can be lower than 0.25.Therefore, only fraction fiber can effectively accept tensile stress and Bending stress.Under the collective effect of Vibration Technology and gravitational effect, steel fibre will be constantly mobile to concrete lower part, and tend to The plane vertical with gravity is in the same direction, this phenomenon is known as the gravitational effect of fiber, and gravitational effect causes fiber in concrete It is close under being dredged in distribution, cause actual strength to be declined compared with theoretical value.Therefore a kind of device is needed to improve the direction of its fiber Distribution and the adverse effect for solving gravitational effect.Steel fibre belongs to ferromagnetic material its magnetic permeability μ > > 1, has very strong magnetization strong Thus degree is expected with electromagnetic field come the precisely arrangement of effective control fiber and spatial position.In the prior art, invalid arrangement Steel fibre result in the waste of steel and concrete strength promoted unobvious, or even concrete base voids and pits can be aggravated Unfavorable phenomenon and the occurrence of lead to concrete side wall multiple crack growth.To in the prior art, steel fibre arrangement is changed It is kind to have the methods of centrifugal process and electromagnetic oriented method, but condition is required excessively harsh, it is difficult to it is extensive to use;For gravitational effect The method improved with wall effect does not have even.
Utility model content
Technical problem to be solved in the utility model is to provide one kind in view of the above shortcomings of the prior art to be suitable for FRP The intelligent positioning fiber system for reinforcing steel fiber reinforced concrete, compensates for gravitational effect to caused by steel fibre by magnetic field part Deposition effect, and the principle according to magnetization phenomenon and hysteresis effect improves the arrangement of elongated steel fibre, by motion parts and Intelligent control part uniformly reinforces whole side wall, alleviates the adverse effect of the wall effect of steel fibre.
To realize the above-mentioned technical purpose, the technical solution that the utility model is taken are as follows:
A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP, it is characterised in that: including fixed single Member, magnetic field units, intelligent control unit and moving cell, the fixed cell are made of insulating support, the insulation branch Frame is fixedly mounted on insulating base by four insulating bars and is composed, and the magnetic field units are mounted on fixed cell, institute The magnetic field units stated are by DC power supply, current control knob, protective resistance, the first solenoid, the second solenoid, third helical Pipe, the 4th solenoid, the 5th solenoid, the 6th helix tube, iron core, resin and switch, second solenoid, third helical Pipe, the 4th solenoid, the 5th solenoid and the 6th helix tube are successively stacked together from top to bottom, the first solenoid peace On moving cell, the iron core is mounted in the first solenoid and is filled between iron core and the first solenoid resin, It is made up of back between the DC power supply, current control knob, protective resistance, switch and the first solenoid conducting wire connection Road, second solenoid are made up of back with DC power supply, current control knob, protective resistance and switch respectively conducting wire Road, the third solenoid are made up of back with DC power supply, current control knob, protective resistance and switch respectively conducting wire Road, the 4th solenoid are made up of back with DC power supply, current control knob, protective resistance and switch respectively conducting wire Road, the 5th solenoid are made up of back with DC power supply, current control knob, protective resistance and switch respectively conducting wire Road, the 6th helix tube are made up of back with DC power supply, current control knob, protective resistance and switch respectively conducting wire Road, the moving cell are made of lifting device, loading device and intelligent switch, and the lifting device is mounted on fixed single In member, the loading device is mounted on lifting device, and the intelligent switch is mounted on the left side of fixed cell, described Intelligent control unit is made of processor and sensor, and the intelligent switch in the processor, sensor and moving cell is logical Cross conducting wire composition circuit.
The electric current of DC power supply in above-mentioned magnetic field units is 0~20A and the voltage of DC power supply is 0~30V.
The first helical pipe size in above-mentioned magnetic field units is less than cross section size and the first solenoidal specification For 300~7000 circles.
The second solenoid, third solenoid, the 4th solenoid, the 5th solenoid and the 6th spiral shell in above-mentioned magnetic field units Coil size is greater than cross section size and their specification is 300~7000 circles.
The first solenoid, the second solenoid, third solenoid, the 4th solenoid, the 5th spiral shell in above-mentioned magnetic field units Spool and the 6th helix tube are all placed using vertical.
Insulating support in the utility model is connected by insulation system, and whole device is made to keep stablizing when placing test specimen, And interference is not generated to the magnetic field part;The control of current control knob is the first solenoid, the second solenoid, third helical Pipe, the 4th solenoid, the 5th solenoid and the 6th helix tube provide the voltage and size of current of direct current, by the intelligent control The control of unit;Iron core is located in the first solenoid, and intermediate gaps are filled by resin, and three is made to be linked to be an entirety, guarantees steady Solidity, control of the switch by intelligent control unit;First solenoid, the second solenoid, third solenoid, the 4th solenoid, Five solenoids and the 6th helix tube are placed vertically, and the magnetic field force generated is to the steel fibre in the perspective plane direction of helical tube section Action direction it is opposite with gravity direction;In the magnetic field force of the steel fibre on the perspective plane of non-threaded tube section, have one to axle center Horizontal component and one with the vertical component of gravity reversal, this moves the steel fibre being magnetized mainly to gravity opposite direction, The steel fibre of side wall is drawn close to axle center;Moving cell can be such that the first solenoid moves up and down;Sensor is detectable do not solidify it is mixed Steel fibre position in solidifying soil, and signal is fed back to place's reason device, processor is according to the result fed back to the current control Knob and moving cell carry out real time monitoring adjusting.
The utility model has the advantage of the followings: compensating for gravitational effect to caused by steel fibre by magnetic field part Deposition effect, and the principle according to magnetization phenomenon and hysteresis effect improves the arrangement of elongated steel fibre, by motion parts and Intelligent control part uniformly reinforces whole side wall, alleviates the adverse effect of the wall effect of steel fibre;Effectively change The arrangement situation of kind steel fibre, enhances the coefficient of efficiency of steel fibre, improves the intensity of steel fiber reinforced concrete.
Detailed description of the invention
Fig. 1 is the structure shaft side figure of the utility model;
Fig. 2 is the structural front view of the utility model;
Fig. 3 is the structure shaft side figure of the utility model magnetic field units;
Fig. 4 is the structural front view of the utility model magnetic field units;
Fig. 5 is the structure top view of the utility model magnetic field units.
Appended drawing reference therein are as follows: fixed cell 1, insulating support 11, magnetic field units 2, DC power supply 201, current control Knob 202, protective resistance 203, the first solenoid 204, the second solenoid 205, third solenoid 206, the 4th solenoid 207, 5th solenoid 208, iron core 210, resin 211, switch 212, intelligent control unit 3, processor 31, passes the 6th helix tube 209 Sensor 32, moving cell 4, lifting device 41, loading device 42, intelligent switch 43.
Specific embodiment
Specific embodiment of the present utility model is further illustrated with reference to the accompanying drawing:
A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP, it is characterised in that: including fixed single Member 1, magnetic field units 2, intelligent control unit 3 and moving cell 4, the fixed cell 1 is made of insulating support 11, described Insulating support 11 is fixedly mounted on insulating base by four insulating bars and is composed, and the magnetic field units 2 are mounted on fixation On unit 1, the magnetic field units 2 are by DC power supply 201, current control knob 202, protective resistance 203, the first solenoid 204, the second solenoid 205, third solenoid 206, the 4th solenoid 207, the 5th solenoid 208, the 6th helix tube 209, iron Core 210, resin 211 and switch 212, second solenoid 205, third solenoid 206, the 4th solenoid 207, the 5th spiral shell Spool 208 and the 6th helix tube 209 are successively stacked together from top to bottom, and it is single that first solenoid 204 is mounted on movement In member 4, the iron core 210 is mounted in the first solenoid 204 and between iron core 210 and the first solenoid 204 filled with tree Rouge 211, the DC power supply 201, current control knob 202, protective resistance 203, switch 212 and the first solenoid 204 it Between by conducting wire be connected to composition circuit, second solenoid 205 by conducting wire respectively with DC power supply 201, current control Knob 202, protective resistance 203 and switch 212 form circuit, the third solenoid 206 by conducting wire respectively with direct current Source 201, current control knob 202, protective resistance 203 and switch 212 form circuit, and the 4th solenoid 207 is by leading Line forms circuit, the 5th spiral shell with DC power supply 201, current control knob 202, protective resistance 203 and switch 212 respectively Spool 208 is made up of back with DC power supply 201, current control knob 202, protective resistance 203 and switch 212 respectively conducting wire Road, the 6th helix tube 209 by conducting wire respectively with DC power supply 201, current control knob 202, protective resistance 203 and Switch 212 forms circuit, and the moving cell 4 is made of lifting device 41, loading device 42 and intelligent switch 43, described Lifting device 41 is mounted on fixed cell 1, and the loading device 42 is mounted on lifting device 41, the intelligent switch 43 are mounted on the left side of fixed cell 1, and the intelligent control unit 3 is made of processor 31 and sensor 32, the place Intelligent switch 43 in reason device 31, sensor 32 and moving cell 4 forms circuit by conducting wire.
In embodiment, the electric current of the DC power supply 201 in magnetic field units 2 is 0~20A and the voltage of DC power supply 201 is 0 ~30V.
In embodiment, 204 size of the first solenoid in magnetic field units 2 is less than cross section size and the first solenoid 204 specification is 300~7000 circles.
The second solenoid 205, third solenoid 206, the 4th solenoid the 207, the 5th in embodiment, in magnetic field units 2 Solenoid 208 and 209 size of the 6th helix tube are greater than cross section size and their specification is 300~7000 circles.
The first solenoid 204, the second solenoid 205, third solenoid the 206, the 4th in embodiment, in magnetic field units 2 Solenoid 207, the 5th solenoid 208 and the 6th helix tube 209 are all placed using vertical.
For utility model device when electric current is excessive, magnetic field strength is excessive, and magnetic force is excessive, and steel fibre does apparent acceleration fortune It is dynamic, it will lead to and generate gap between fiber and concrete.When electric current is too small, magnetic field acts on steel fibre unobvious.Determine electricity After the initial size of stream, turned on the switch after regulating and controlling the initial position of current control knob 202, it is right by current control knob 202 First solenoid 204, the second solenoid 205, third solenoid 206, the 4th solenoid 207, the 5th solenoid 208 and the 6th spiral shell Adjustment of the coil 209 under certain sequence changes the different superposition situations of electromagnetic field in different time period, to guide steel fine The different motion situation of dimension in different time period.The addition of electromagnetic field mainly makes the arrangement of steel fibre more be intended to erect Histogram is to vertical direction is that tensile stress direction is thus also effective fiber main arragement direction in fiber concrete, vertically The steel fibre of arrangement can effectively share tensile stress.For the crack generated, the steel fibre across crack two sides can hinder The further development of crack arrest seam, by reducing the width in crack, the crack resistance of Lai Tigao concrete;Wherein not with tensile stress direction Completely the same steel fibre has relationship, more deviation tensile stress side to the castering action of cracking of reinforced concrete and the departure degree in direction It is smaller to castering action.With the steel fibre of crack same level to the promotion of cracking of reinforced concrete almost without effect.Therefore change The intensity of fiber concrete is also improved while the arrangement of kind steel fibre.
First solenoid 204 is vacantly placed on vertically right above mold, and is made at mold axle center and 210 axle center of iron core In overlapping positions.First solenoid 204 accesses current control knob 202 to change to be passed through and be powered inside the first solenoid 204 Size of current and current direction, thus the direction that magnitude of field intensity and magnetic field that regulation is suitble to are suitble to.Controllable magnetic force size The rate of steel fibre movement can be changed.The magnetic field force that it is generated is to the steel fibre in the perspective plane direction of helical tube section Action direction is opposite with gravity direction;The magnetic field force of the steel fibre on the perspective plane about non-threaded tube section, have one to axle center Horizontal component and one with the vertical component of gravity reversal, move the steel fibre being magnetized to gravity opposite direction.Required electricity The size of magnetic force is related with the workability of steel fiber reinforced concrete mixture, and electromagnetic force needed for workability is better is smaller, workability Poorer, required electromagnetic force is bigger.Concrete is in solid-liquid state in process of vibrating, and workability is good, and steel fibre can produce A certain amount of yaw motion.The improvement of the better concrete of workability, fiber architecture is better.After Vibration Technology concrete i.e. into Enter maintenance processes, in the process, inside concrete fiber not will receive external influence, fiber architecture direction and spatial position compared with For stabilization, spatial arrangement uniform steel fiber reinforced concrete consistent with magnetic direction can be formed after hardening.The electricity that steel fibre is subject to Magnetic force, which is greater than the movement that coagulation soil resistance generates straight up, leads to the influence of deposition to make up gravitational effect, makes in concrete The phenomenon that close distribution, is alleviated under dredging on steel fibre, effectively increases the intensity of fiber concrete.
The selection of the helical pipe size should be less than cross section size.Due to the guidance of magnetic induction line, the steel of side wall is fine Dimension has the trend internally moved, this also slows down side wall fiber in process of vibrating to a certain extent and is accumulated in by side wall constraint Adverse effect caused by wall effect caused by the inside of template.
Above are merely preferred embodiments of the utility model, the protection scope of the utility model is not limited merely to above-mentioned Embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should be pointed out that pair For those skilled in the art, several improvements and modifications without departing from the principle of the utility model, It should be regarded as the protection scope of the utility model.

Claims (5)

1. a kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP, it is characterised in that: including fixed cell (1), magnetic field units (2), intelligent control unit (3) and moving cell (4), the fixed cell (1) is by insulating support (11) Composition, the insulating support (11) You Sigen insulating bar, which is fixedly mounted on insulating base, to be composed, and the magnetic field is single First (2) are mounted on fixed cell (1), the magnetic field units (2) by DC power supply (201), current control knob (202), Protective resistance (203), the first solenoid (204), the second solenoid (205), third solenoid (206), the 4th solenoid (207), the 5th solenoid (208), the 6th helix tube (209), iron core (210), resin (211) and switch (212), described the Two solenoids (205), third solenoid (206), the 4th solenoid (207), the 5th solenoid (208) and the 6th helix tube (209) it is successively stacked together from top to bottom, first solenoid (204) is mounted on moving cell (4), the iron Core (210) is mounted in the first solenoid (204) and between iron core (210) and the first solenoid (204) filled with resin (211), the DC power supply (201), current control knob (202), protective resistance (203), switch (212) and the first helical Manage (204) between by conducting wire connection composition circuit, second solenoid (205) pass through conducting wire respectively with DC power supply (201), current control knob (202), protective resistance (203) and switch (212) form circuit, the third solenoid (206) by conducting wire respectively with DC power supply (201), current control knob (202), protective resistance (203) and switch (212) group At circuit, the 4th solenoid (207) by conducting wire respectively with DC power supply (201), current control knob (202), protect Protect resistance (203) and switch (212) form circuit, the 5th solenoid (208) pass through conducting wire respectively with DC power supply (201), current control knob (202), protective resistance (203) and switch (212) form circuit, the 6th helix tube (209) by conducting wire respectively with DC power supply (201), current control knob (202), protective resistance (203) and switch (212) group At circuit, the moving cell (4) is made of lifting device (41), loading device (42) and intelligent switch (43), described Lifting device (41) is mounted on fixed cell (1), and the loading device (42) is mounted on lifting device (41), described Intelligent switch (43) is mounted on the left side of fixed cell (1), and the intelligent control unit (3) is by processor (31) and sensor (32) it forms, the intelligent switch (43) in the processor (31), sensor (32) and moving cell (4) is made up of conducting wire Circuit.
2. a kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP according to claim 1, special Sign is: the electric current of the DC power supply (201) in the magnetic field units (2) is the voltage of 0~20A and DC power supply (201) For 0~30V.
3. a kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP according to claim 1, special Sign is: the first solenoid (204) size in the magnetic field units (2) is less than cross section size and the first solenoid (204) specification is 300~7000 circles.
4. a kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP according to claim 1, special Sign is: the second solenoid (205), third solenoid (206), the 4th solenoid (207) in the magnetic field units (2), 5th solenoid (208) and the 6th helix tube (209) size are greater than cross section size and their specification is 300~7000 Circle.
5. a kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP according to claim 1, special Sign is: the first solenoid (204), the second solenoid (205), third solenoid (206) in the magnetic field units (2), 4th solenoid (207), the 5th solenoid (208) and the 6th helix tube (209) are all placed using vertical.
CN201822199536.7U 2018-12-26 2018-12-26 A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP Expired - Fee Related CN209682546U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109483723A (en) * 2018-12-26 2019-03-19 南京工程学院 A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP
CN114368055A (en) * 2022-01-17 2022-04-19 河北工业大学 Planar directional steel fiber concrete preparation device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109483723A (en) * 2018-12-26 2019-03-19 南京工程学院 A kind of intelligent positioning fiber system for reinforcing steel fiber reinforced concrete suitable for FRP
CN109483723B (en) * 2018-12-26 2024-05-03 南京工程学院 Intelligent directional fiber system suitable for FRP reinforced steel fiber concrete
CN114368055A (en) * 2022-01-17 2022-04-19 河北工业大学 Planar directional steel fiber concrete preparation device
CN114368055B (en) * 2022-01-17 2024-03-19 河北工业大学 Plane directional steel fiber concrete preparation device

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