JP6616880B2 - Concrete vibration compaction detector - Google Patents

Description

  The present invention relates to a detection device used for detecting the completion of vibration compaction of concrete.

  When constructing concrete structures, it is common to insert a vibrator (vibration compacting machine) into the concrete that has been placed and filled in the formwork and apply vibration to the concrete to allow the concrete to reach the formwork without any gaps. Is. If this vibration compaction is not sufficient, the concrete surface will be underfilled with concrete (junker), which will adversely affect the durability of the structure after the concrete has hardened. It is important to confirm accurately.

  When concrete is compacted by vibration, it has been managed whether or not the concrete is sufficiently compacted while performing visual confirmation based on the experience of the operator. Since such visual management depends on the skill level of the worker, in recent years, a technique for objectively determining the timing of completion of compaction quantitatively without depending on visual confirmation has been proposed. .

  For example, the technique described in Patent Literature 1 below manages an acceleration sensor attached to a machine that performs vibration compaction. However, according to this technique, although the degree of compaction around the vibrator can be grasped, there is a problem that the state of the surface of the concrete mold side cannot be grasped.

  Moreover, the technique described in the following patent documents 2 and 3 installs a sensor in the concrete inside or the inner surface of a formwork, and determines the filling degree of concrete with the sensor. However, according to this technology, the sensor embedded in the concrete cannot be collected and the cost is increased, the problem that the sensor remains as a foreign substance in the concrete, or the wired type that requires a power source. Since it is a sensor, there is a problem that handling of wiring is troublesome. Moreover, when attaching a sensor to the inner surface of a formwork and grasping | ascertaining the compaction degree of concrete, there exists a problem that the attachment trace of a sensor will remain on the concrete surface.

  Furthermore, the technique described in the following Patent Document 4 attaches an acceleration sensor to a mold and determines the concrete compaction completion time from the vibration history. However, since this technique also measures with a wired acceleration sensor, a plurality of acceleration sensors are required for construction management when placing concrete in the construction of an actual concrete structure, and a measurement cable extending from each sensor The handling work was complicated.

  And in general, when the slump and fluidity of concrete are different, the judgment of the completion time of compaction will also be different, but none of the above-mentioned techniques is a method that fully considers that point, Convenience at the site was also low and did not contribute to the improvement of aesthetics.

JP 2014-218852 A JP 2006-234506 A JP 2004-218369 A JP 2014-231691 A

  There are various types of hard concrete, from soft ones with fluidity to hard ones, and the difference in the hardness of the concrete, the size of the formwork, and the amount of concrete cast. Since the compaction machine and the compaction method differ depending on the type, a method for determining the degree of compaction and the presence / absence of completion is desired in any concrete having different hardness.

  Also, many sensors require an external power supply, and a sensor that does not require an external power supply is also required. In addition, at the construction site where concrete is being placed, there are many workers involved, such as the person instructing the placement of workers, the person placing concrete using a pump, and the person responsible for compacting concrete. . For this reason, even if only the person who measured the degree of compaction of concrete knows the information, quality control cannot be performed reasonably and quickly. Therefore, it is desirable to be able to notify a large number of workers of the state of concrete compaction, and a method capable of accurately reporting.

  The technical problem of the present invention is to accurately detect and notify that a concrete has been sufficiently compacted by vibration compaction without requiring an external power source.

  A concrete vibration compaction detecting device according to the present invention includes an attachment member that can be attached to an outer surface of a formwork for placing concrete, and an uncured piece provided in the attachment member and placed in the formwork. A vibration detection unit that also receives a vibration propagated through the concrete from a vibration compactor inserted into the concrete, generates a vibration detection signal corresponding to the vibration, and also serves as a vibration power generation unit that generates electric power by the vibration detection signal; A battery for storing the power generated by the vibration power generation unit provided in the attachment member, and a power value provided in the attachment member, driven by the power from the battery, and charged in the battery. And a determination unit that drives the notification unit with the power of the battery when a preset threshold value is reached.

  According to the present invention, it is possible to accurately detect and notify the fact that the concrete has been sufficiently compacted by vibration compaction of the concrete without using an external power source, based on the accumulated value of compaction energy.

It is a schematic explanatory drawing which shows the state which attached the vibration compaction detection apparatus of concrete to the formwork in which concrete was laid as embodiment. It is a block diagram which shows 1st embodiment of the vibration compaction detection apparatus of concrete. It is explanatory drawing which shows the result of having calculated beforehand the compaction completion energy of the concrete from which a slump differs. It is a flowchart which shows the flow of the process by the microcomputer in 1st embodiment. It is a block diagram which shows 2nd embodiment of the vibration compaction detection apparatus of concrete. It is a block diagram which shows 3rd embodiment of the vibration compaction detection apparatus of concrete. It is a block diagram which shows 4th embodiment of the vibration compaction detection apparatus of concrete. It is a block diagram which shows 5th embodiment of the vibration compaction detection apparatus of concrete.

  Hereinafter, an embodiment of a concrete vibration compaction detection device will be described with reference to the drawings.

  First, in FIG. 1, reference numeral 101 is a formwork for constructing a concrete structure, reference numeral 102 is uncured concrete placed on the formwork 101, and reference numeral 103 is inserted into the concrete 102 immediately after placement. This is a rod-shaped vibration compacting machine (hereinafter referred to as a vibrator) that applies concrete to the concrete 102 to increase the concrete density and compact the concrete. A plurality of vibrators 103 are attached to a frame (not shown), that is, can be inserted into a plurality of locations of the concrete 102 at a time.

  Reference numeral 1 denotes a concrete vibration compaction detection apparatus according to the first embodiment. The vibration compaction detection device 1 includes a piezoelectric element 11, a microcomputer (microprocessor) 12 that determines the completion time of compaction of the concrete 102 based on a vibration detection signal output from the piezoelectric element 11, and compaction by a vibrator 103. The LED (light-emitting diode) 13 for informing the completion time is provided, and the piezoelectric element 11, the microcomputer 12, and the LED 13 are provided in a case 10 that can be attached to the outer surface of the mold 101. The case 10 corresponds to an attachment member.

  Specifically, the piezoelectric element 11 corresponds to a vibration detection unit and a vibration power generation unit, that is, a device that receives the vibration V propagated through the concrete 102 from the vibrator 103 and generates a corresponding vibration detection signal. A part of the vibration detection signal is supplied to the microcomputer 12 via a rectifier circuit and a constant voltage circuit (not shown), and serves as power necessary for driving the microcomputer 12.

The microcomputer 12 corresponds to a determination unit, and includes an A / D conversion circuit, a clock generation circuit, a memory, and the like (not shown). The microcomputer 12 inputs the A / D conversion by the A / D conversion circuit. Based on the obtained vibration detection signal, vibration acceleration α (m / s ² ), vibration time t (s) and vibration frequency f (Hz, s ⁻¹ ) are measured, and these measured values α, t, f And, from the unit volume mass ρ ₀ (kg / L) of the concrete, the cumulative value Et (J / L) of the compaction energy received by the concrete 102 during the vibration time t is expressed by the following equation:
Et = ρ ₀ × α ² × t / (4π ² f) (1)
And a notification command signal is output when Et reaches a threshold value preset and stored in the memory.

Since the degree of completion of concrete compaction varies depending on the slump, which is an index of the hardness, fluidity and workability of fresh concrete, a concrete sample having the same composition as the concrete 102 to be placed is compacted using a vibrator. The time until the completion of compaction is measured, the compaction completion energy is calculated by the equation (1), and this is set in the microcomputer 12 as a threshold value for determination. The unit volume mass ρ ₀ of the concrete can be calculated from the blending component of the concrete.

  FIG. 3 shows the result of a test for calculating in advance the compaction completion energy using various slump concrete samples, that is, various concrete samples having different slump values in a formwork. , And compaction is performed using a vibrator, the time until compaction is completed is measured, and the compaction completion energy is calculated and plotted according to equation (1). As shown in FIG. 3, it can be seen that the relationship between the slump and the compaction completion energy is approximated linearly (in the calculation result shown in the figure), that is, the compaction completion energy increases linearly as the slump decreases.

  The LED 13 corresponds to a notification unit, and is energized by a notification command signal from the microcomputer 12 to emit light (for example, blink).

  In order to determine the completion time of vibration compaction using the concrete vibration compaction detection apparatus 1 according to the first embodiment configured as described above, first, as shown in FIG. Concrete 102 is placed in a concrete placement space by a concrete pump (not shown) or the like. In addition, the vibration compaction detection device 1 (case 10) is attached to the outer surface of the mold 101 opposite to the contact surface of the concrete 102.

  When the vibrator 103 is inserted into the uncured concrete 102 immediately after being placed in the mold 101 and driven, the vibration V generated in the vibrator 103 propagates to the surrounding concrete 102 and reaches the mold 101, and this mold Vibration is received by the piezoelectric element 11 of the vibration compaction detection device 1 through the frame 101. Therefore, a vibration detection signal corresponding to the received vibration V is output from the piezoelectric element 11.

FIG. 4 is a flowchart showing a flow of processing by the microcomputer 12 in the vibration compaction detection apparatus 1. That is, the microcomputer 12 measures the vibration acceleration α (m / s ² ), the vibration time t (s), and the frequency f (Hz, s ⁻¹ ) from the vibration detection signal from the piezoelectric element 11 (step S1). .

Next, the cumulative value Et of the compaction energy received by the concrete 102 during the vibration time t is obtained from the measured values α, t, f and the unit volume mass ρ ₀ of the concrete according to the equation (1) (step S2).

  When the calculated cumulative energy Et of the compaction energy is less than the compaction completion energy threshold value (step S3 = NO), the process returns to step S1 and is equal to or greater than the threshold value (step S3 = YES). The microcomputer 12 determines that the completion time of compaction has arrived, and outputs a notification command signal to the LED 13 (step S4). For this reason, the LED 13 emits light, that is, notifies the worker on site that the completion time of compaction has been reached.

  In the above description, the microcomputer 12 determines the completion time of compaction from the cumulative value Et of compaction energy obtained by the equation (1). For example, the microcomputer 12 uses the vibration detection signal output from the piezoelectric element 11. The power generation amount may be periodically measured based on this, and the completion time of compaction may be determined by comparing the power generation amount with a threshold value set in advance by a test.

  And according to the vibration compaction detector 1 of the first embodiment described above, the sensor main body that receives the vibration V propagated through the concrete 102 from the vibrator 103 and generates a vibration detection signal corresponding thereto. A certain piezoelectric element 11 also serves as a vibration power generation unit that supplies power necessary for driving the microcomputer 12. In other words, since the vibration compaction detection device 1 has a built-in vibration power generation unit, an external power source is not required. In addition, the fact that the concrete 102 has been sufficiently compacted by vibration can be accurately notified by the light emission of the LED 13.

  Further, the vibration compaction detection device 1 is attached to the outer surface of the mold 101 and is not buried in the concrete 102. Therefore, the vibration compaction detection device 1 can be used any number of times, thus reducing the cost. The problem that the trace by the vibration compaction detection apparatus 1 remains on the surface of the concrete 102 cannot occur.

  Furthermore, there is no need for an external power supply, and there is no cable for sending measurement values to the outside, and all the components such as the piezoelectric element 11, the microcomputer 12 and the LED 13 are provided in the case 10. Since it is only necessary to attach 10 to the outer surface of the mold 101, the installation work can be performed easily and quickly.

  FIG. 5 shows a second embodiment. The vibration compaction detection device 1 according to the second embodiment is similar to the first embodiment described above in that the case 10 includes a piezoelectric element 11 that functions as a vibration detection unit and a vibration power generation unit, and a concrete 102 tightening. In addition to the configuration including the microcomputer 12 that determines the completion time of compaction and the LED 13 that notifies the completion time of compaction, a battery 14 that stores a part of the electric power generated in the piezoelectric element 11 is provided. Thus, it is supplied as electric power necessary for driving the microcomputer 12. The battery 14 is composed of, for example, a capacitor, and the AC voltage generated by the piezoelectric element 11 is converted into a direct current through a rectifying means such as a bridge diode (not shown) and charged.

  Specifically, AC power generated in response to vibration received by the piezoelectric element 11 is charged in the battery 14 via a rectifier circuit (not shown). The microcomputer 12 operates with the power from the battery 14, measures the power charged in the battery 14 at a predetermined period, and supplies the power of the battery 14 to the LED 13 when the measured value reaches a preset threshold value. The LED 13 is turned on. In this case, the threshold value is obtained by a preliminary test for the electric power charged from the piezoelectric element 11 to the battery 14 until the compaction is completed.

  Therefore, the second embodiment can achieve the same effects as the first embodiment.

  FIG. 6 shows a third embodiment. Similarly to the second embodiment described above, the vibration compaction detection device 1 in this embodiment is also output to the case 10 from the piezoelectric element 11 that functions as a vibration detection unit and a vibration power generation unit. A microcomputer 12 that determines the completion time of compaction of the concrete 102 based on a vibration detection signal, an LED 13 that notifies the completion time of compaction, and a battery 14 that stores a part of the electric power generated by the piezoelectric element 11. The power necessary for driving the microcomputer 12 is supplied via 14.

  In the third embodiment, the difference from the second embodiment is that the microcomputer 12 calculates the accumulated energy Et of the compaction energy from the vibration detection signal by the piezoelectric element 11 by the process as shown in FIG. The point of completion of compaction is determined by calculating and comparing Et with the threshold value.

  Therefore, the third embodiment can achieve the same effects as the first embodiment.

  FIG. 7 shows a fourth embodiment. The vibration compaction detection device 1 in this embodiment differs from the above-described embodiments in that an acceleration sensor 15 is provided as a vibration detection unit, and electric power generated in the piezoelectric element 11 is supplied to the microcomputer 12 via the battery 14. In addition, the electric power required for driving the acceleration sensor 15 is supplied.

  In the fourth embodiment, the piezoelectric element 11 functions as a power source of the vibration compaction detection device 1, that is, corresponds to a vibration power generation unit, and the acceleration sensor 15 corresponds to a vibration detection unit. The vibration V propagated through the concrete 102 from the vibrator 103 shown in FIG. 1 is received and a vibration detection signal corresponding to the vibration V is generated.

  Therefore, in the fourth embodiment as well, basically, as in each of the above-described embodiments, the vibration compaction detection device 1 has a built-in vibration power generation unit. It can be used, and there is no problem of leaving traces on the concrete surface, and installation can be performed easily and quickly.

  Next, FIG. 8 shows a fifth embodiment. The vibration compaction detection device 1 in this embodiment has a configuration as described in any of the above-described embodiments, and communication that wirelessly transmits a notification command signal output from the microcomputer 12 in the case 10. The part 16 is incorporated. The example shown in FIG. 8 has a configuration in which a communication unit 16 is added to the fourth embodiment shown in FIG.

  On the other hand, in the control room 2 near the construction site of the concrete structure, the communication unit 21 that receives the notification command signal transmitted from the communication unit 16 and the notification command signal received by the communication unit 21 are incorporated into the liquid crystal display. An audio device 23 such as a buzzer that emits an alarm sound in response to a notification command signal received by the communication unit 21 or a personal computer 22 that displays an e-mail or an alarm screen on the device 22a is installed. Further, the notification command signal wirelessly transmitted from the communication unit 16 may be received by a portable communication terminal (such as a smartphone) 24 carried by an operator or the like.

  If comprised in this way, it will not only be notified to the worker in the field by the light emission of LED13 to the case 10 that the concrete 102 was fully compacted by vibration compaction, but also to the personal computer 22 and the portable communication terminal 24. Workers and the like who are away from the site are also widely notified by means such as e-mail or by outputting an alarm sound from the sound device 23.

  Further, the threshold value can be set in the microcomputer 12 by transmitting data from the personal computer 22.

  In each of the above-described embodiments, the piezoelectric element 11 is used as the vibration power generation unit. However, any element other than the piezoelectric type, such as an electromagnetic type or an electrostatic induction type, may be used as long as the element converts vibration displacement into an electrical signal. An element may be used.

  Here, the Example which applied this invention at the time of concrete placement on-site is described. At this site, concrete with a slump of 15 cm was poured into a steel formwork, and vibration compaction was performed using a large vibrator of 20 OHz. At the same time, a vibration compaction detection device using an acceleration sensor was attached to the outer surface of the steel mold frame in the vicinity of the vibrator insertion point, and vibration acceleration was measured.

As a result, the vibration acceleration of the steel mold near the vibrator measured by the acceleration sensor was 100 m / s ² and the calculated frequency f was 20 OHz. Further, after the vibration compaction was started by the vibrator, the time from the vibration compaction detection device to the notification that the compaction completion time was reached was 15 seconds. Then, when the compaction completion energy was obtained from these measured values using the formula (1), it was 0.25 J / L, and it was confirmed that it was consistent with FIG. Moreover, when the formwork was removed and the condition of the concrete surface was observed, the state of fluttering and insufficient compaction was not observed, and the compaction was closely compacted. It was confirmed that notification of completion time was appropriate.

1 Vibration compaction detection device 10 Case (mounting member)
11 Piezoelectric elements (vibration detector, vibration generator)
12 Microcomputer (determination unit)
13 LED (notification part)
14 Battery 15 Acceleration sensor 16, 21 Communication unit 22 Personal computer (notification unit)
23 Sound device (notification part)
24 Mobile communication terminal (notification unit)
101 Formwork 102 Concrete 103 Vibrator (vibration compaction machine)

Claims (3)

An attachment member that can be attached to the outer surface of the formwork for placing concrete;
A vibration detection signal corresponding to the vibration is generated by receiving vibration propagated through the concrete from a vibration compactor provided in the mounting member and inserted in uncured concrete placed in the mold. A vibration detection unit that also serves as a vibration power generation unit that generates electric power by the vibration detection signal;
A battery that is provided in the mounting member and stores the electric power generated by the vibration power generation unit;
It is provided on the attachment member, is driven by the power from the battery, measures the power charged in the battery, and drives the notification unit with the power of the battery when the measured value reaches a preset threshold value. A determination unit;
A concrete vibration compaction detecting device comprising: The vibration detection unit is a piezoelectric element.
2. The concrete vibration compaction detection apparatus according to claim 1, wherein The notification unit is an LED that is lit by the power of the battery.
The concrete vibration compaction detection device according to claim 1, wherein the concrete vibration compaction detection device is provided.

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