KR100913456B1 - Facility plan assisting device for triple-deck elevator - Google Patents

Abstract

In the triple deck elevator system, the average number of stops per week is calculated based on the given building specification and elevator compartment specification data, and based on this, the total value of the passengers' getting on / off times, the total value of the door opening and closing time, and the driving Equipment planning support device for the triple deck elevator which calculates the total value of time, calculates the turning time of the elevator from this calculation result, and calculates the actual transportation capacity per triple deck elevator based on the calculation result of this turning time. It is about.

Description

Facility plan support device for triple deck elevator {FACILITY PLAN ASSISTING DEVICE FOR TRIPLE-DECK ELEVATOR}

The present invention relates to a facility planning support device for a triple deck elevator, and more particularly, to a facility planning support device capable of proposing an appropriate elevator facility by calculating a substantial transport capacity.

Normally, a calculation method called “traffic calculation” is adopted for the selection of the elevator equipment (log, speed, capacity), which is a unit in this elevator when a specific building specification and a car specification (speed, capacity, etc.) are given. It is a technique to calculate the number of passengers that can be carried within a time (usually 5 minutes), and the procedure for comparing the result of this calculation with the building population and determining the required number of elevators is generally adopted (for example, Japanese Patent Laid-Open No. 2004). -75308 (Patent Document 1).

In addition, Non-Patent Document 1 also reports a calculation formula for extending this traffic calculation for a triple deck elevator.

First, the outline of the traffic calculation procedure applied to the case of the normal elevator system SD described in patent document 1 is demonstrated.

Normal traffic calculations are based on car and building specifications such as car speed and acceleration, capacity (number of people), door opening and closing times, building floor coefficients, service floor coefficients, and step heights. Ride from the reference floor 1F and perform calculation on the premise of not riding in another floor. This is because the number of elevators that can transport a large number of passengers that occur during the building's UP Peak is calculated by calculation.

First, the predicted value (predicted stop number) S and the average inverted floor H which stop in the upper floor until the car which departed from the reference floor is reversed are calculated. Here, the reference floor is the lowest floor, and an (N + 1) story building is assumed.

[Equation 1]

ㆍㆍㆍㆍㆍㆍㆍ(1)

(1)

[Equation 2]

ㆍㆍㆍㆍㆍㆍㆍ(2)

(2)

Where S is the predicted stop number, N is the service floor coefficient excluding the reference floor, P is the number of people in the car at the departure of the reference floor, and H is the average inverted floor.

Next, based on the above formulas (1) and (2), the total value of passengers' getting on / off time, the total value of door opening / closing time, and the total value of traveling time are calculated as follows.

 [Equation 3]

Total ride time = P × t _on

Total time to get _off = P × t _off

Total value of door opening and closing time = (S + 1) (t _o + t _c ) ······· (3)

Total value of travel time = (S + 1) ( t _f (1) -t _v (1)) + 2H × t _v (1)

Where t _on : ride time per person, t _off : ride time per person, t _o : opening time, t _c : closing time, t _f (1): driving time per stairs, t _v (1): transit time per stair

When each value is calculated as mentioned above, one circulation time RTT is calculated as following sum as this sum.

[Equation 4]

RTT = P (t _on + t _off ) + (S + 1) (t _o + t _c + t _f (1) -t _v (1)) + H / 2 x t _v (1) (4)

From this value, the transport capacity (number of people that can be transported in a unit time) HC per unit time per unit is given by the following equation.

[Equation 5]

HC = 300P / RTT (5)

From the above traffic calculation formulae, for example, when it is HC = 50 for 5 minutes, it is calculated that 300/50 = 6 and the required number of units is six.

In addition, the traffic calculation formula of DD described in Non-Patent Document 1 described above is described next. Here, in DD, a lower car is an odd floor only, and the upper car is assumed to stop only on an even floor, and a 2 (N + 1) floor building is assumed.

[Equation 6]

ㆍㆍㆍㆍㆍㆍ(6)Predicted Stops in DD

(6)

Total ride time = P × t _on ,

Total time to get off = P (2-S / N) t _off

Sum of door open time = ( S _d +1) (t _o + t _c )

Total value of travel time = ( S _d +1) ( t _f (2) -t _v (2)) + 2H × t _v (2)

t _f (2): travel time per second stair, t _v (2): transit time per second stair

When each value is calculated as mentioned above, one round time RTT _DD of _DD is calculated as following sum as this sum.

[Equation 7]

RTT _DD = Pt _on + P (2-S / N) t _off + (S (2-S / N) +1) (t _o + t _c + t _f (2) -t _v (2)) + H × t _v (2) (7)

From this value, the transport capacity (number of people that can be transported in a unit time) HC _DD per unit time per _DD is given by the following equation.

[Equation 8]

HC _DD = 300 × 2P / RTT (8)

Patent Document 1: Japanese Patent Laid-Open No. 2004-75308

Non-Patent Document 1: G.T.Kavounas: Elevatoring Analysis with Double Deck Elevators, Elevator World, Nov., pp. 65-72 (1989)

However, the calculation method of the said patent document 2 is a calculation formula to be applied to the double deck elevator (it is hereafter described with DD below), and it cannot apply to the triple deck elevator (it is hereafter described with TD).

When this TD is commissioned to an actual building, traffic calculation and facility planning method based on this are required in the same manner as in the case of a normal single deck elevator (hereinafter referred to as SD) or DD, but it has not been proposed until now. .

SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned point, and, for the triple deck elevator system, the facility planning support for the triple deck elevator as a tool capable of carrying out traffic calculation and facility planning based on the same as in the case of SD and DD is supported. It is an object to provide a device.

The triple deck elevator facility planning support apparatus according to the present invention comprises an average stop count calculation means for calculating an average stop count per week based on the given building specification and elevator car specification data, and the average stop count calculation means. Based on the calculation result, the boarding time calculation means for calculating the total boarding time of the passenger, the door opening time calculating means for calculating the total value of the door opening and closing time, and the driving time calculation for calculating the total value of the traveling time. Means, calculation of the circulating time of the elevator from the calculation result of each of these means, and an actual transportation capacity calculation of calculating the actual transportation capacity per one triple deck elevator based on the calculation result of the circulating time calculating means. It is provided with the transport capacity calculation means which has a means.

BRIEF DESCRIPTION OF THE DRAWINGS The figure for demonstrating the concept of a part of the traffic calculation of TD.

The figure which shows the whole structural example of the facility plan support apparatus for triple deck elevators in embodiment of this invention.

3 is a flowchart showing the outline of the operation in the embodiment of the present invention.

<Code description>

1 Equipment planning support for triple deck elevators,

2 human I / F,

1A standard database,

1b car data setting means,

1C transport capacity calculation means,

1C1 average stop count calculation means,

1C2 ride time calculation means,

1C3 door open time calculation means,

1C4 travel time calculation means,

1C5 rounding time calculation means,

1C6 real capacity calculation means,

Means of generating 1D optimal plan.

Embodiment 1.

EMBODIMENT OF THE INVENTION Hereinafter, embodiment of this invention is described.

First, the traffic calculation formula of TD which becomes this invention is demonstrated using FIGS. Here, TD assumes that the car below No. 1 is 3m + 1 floor, the car in the middle is 3m + 2 floor, and the car above No. 1 is only 3m + 3 floor, and 3 (N + 1) Assuming a floor building.

1 is a view for explaining the concept of a part of the traffic calculation of the TD.

Fig. 1 (a) is a view showing a TD made up of three cars Pl, P2, and P3, and Fig. 1 (b) is a view for explaining the probability of stopping by getting off each passenger riding P1, P2, and P3. to be.

For example, a in FIG. 1 (b) shows a case where all passengers of P1, P2, and P3 stop to get off, and b indicates that passengers of P1 and P2 get off, although passengers of P3 do not get off. In this case, e indicates a case where only passengers of P1 get off.

Here, in order to assume a 3 (N + 1) story building, in each car of P1, P2, and P3, the service floor which can stop itself except the reference floor has N floors, respectively.

Therefore, for example, in the layer with P1, the probability of stopping becomes S / N from the equation (1). The same applies to P2 and P3. Therefore, as in the case of a, the probability that all passengers of P1, P2, and P3 stop for getting off is (S / N) ³ .

Therefore, the predicted number of times S _a which stops in the case of _a is S _a = N (S / N) ³

Thus, the predicted number of times S _b which stops in the case of _b is S _b = N {(S / N) ^2- (S / N) ³ }.

In addition, the predicted number of times S _e stopped in the case of _e is S _e = N {(S / N) -2 (S / N) ² + (S / N) ³ }.

The estimated number of stops S _t including all cases is S _t = S _a + 3S _b + 3S _e

So, in the end,

[Equation 9]

ㆍㆍㆍㆍㆍㆍㆍ(9)

(9)

In addition, the average number of people getting off each time P1, P2, P3 stops once is P / S,

[Equation 10]

ㆍㆍㆍㆍㆍ(10)Total time to get off

(10)

In addition, the sum total of ride time etc. can be represented as follows.

[Equation 11]

Total ride time = P × t _on

Sum of the door opening and closing times = _(t s +1) (t _o + t _e) and and and and and 11

Total value of travel time = (s _t +1) ( t _f (3) -t _v (3)) + 2H × t _v (3)

Where t _f (3): travel time per three stairs, t _v (3): pass time per three stairs

When each value is calculated as mentioned above, one round time RTT _TD of _TD is computed by following Formula as this sum.

[Equation 12]

RTT _TD = P × t _on + t _{off- a11} + (S (3-3S / N + (S / N) ² ) +1) ( t _O + t _c + t _f (3) -t _v (3)) + H × t _v (3) ... (12)

From this value, the transport capacity (number of people that can be transported per unit time) HC per unit time per TD is given by the following equation.

[Equation 13]

HC _TD = 300 × 3P / RTT (13)

The above is description of the traffic calculation formula of TD applied by this invention.

Next, the structure and operation | movement in embodiment of this invention are demonstrated.

It is a figure which shows the example of the whole structure of the facility plan support apparatus for triple deck elevators in embodiment of this invention.

In FIG. 2, 1 is the equipment plan support apparatus for triple deck elevators which derives the equipment plan of a car deck specification and the number suitable for a triple deck elevator system, and 2 is the equipment plan support apparatus 1 for triple deck elevators required. Human I / F for inputting data and outputting results. Specifically, the triple deck elevator facility planning support device 1 may be a substrate made exclusively, or may be a general purpose calculator such as a PC. The human I / F 2 is configured by a device such as a display or a keyboard.

Moreover, the facility planning support apparatus 1 for triple deck elevators is a standard database 1A which accumulate | stored the data regarding standard triple deck elevator specifications, and the car data setting means which sets specific car specifications from the standard database 1A. (1B) the necessary transportation capacity input from the transportation capacity calculation means 1C and the human I / F 2, which calculates the actual transportation capacity per vehicle, based on the set building elevator specification data 1E; It consists of the optimal plan derivation means 1D which compares the transportation capability per unit computed by the transportation capability calculation means 1C, and derives the optimal number. Each of these means is constituted by software on the base MPU or on a computer.

The transportation capacity calculating means 1C further includes an average stop counting calculation means 1C1 for calculating the average stop count per week based on the setting data of the building specification and elevator car specification data, and the passengers' getting on and off time. Unloading time calculating means 1C2 for calculating the total value, door opening / closing time calculating means 1C3 for calculating the total value of the door opening and closing time, traveling time calculating means 1C4 for calculating the total value of the running time, and these Actual transport capacity for calculating the actual transport capacity per triple deck elevator based on the calculation results of the winding time calculating means 1C5 and the winding time calculating means 1C5, which calculate the winding time of the elevator from the calculation result of each means. It consists of calculation means 1C6.

Next, operation | movement in embodiment of this invention is demonstrated using FIG. 3 is a flowchart showing the outline of the operation in the embodiment of the present invention.

First, in step S101, building specification data is inputted through the human I / F 2 of FIG. The building specification data here is the building type, the building floor coefficient, the service floor, the floor height, the living population of each floor, and the reference floor for each car.

Next, in step S102, the car data setting means 1B sets the car data according to the inputted building specification. For this reason, the method of storing the data regarding a standard car specification in advance in the standard database 1A is taken.

For example, the top floor of a building

If it is more than 11 floors and 15 floors or less, speed 150m / min

If it is more than 16 floors and less than 20 floors, speed 180m / min

If it rules as such, it is possible to easily set the speed specifications of the car.

When the speed is determined, the standard acceleration, acceleration, capacity, door width, and the like can be determined correspondingly. In a case where it is not possible to determine more specifically, or if the user wants to set the car specification independently, it is conceivable to adopt a method of determining the specification data in a conversational format through the human I / F 2.

When the car building specification is determined in the order up to step S102, in step S103, the average stop number calculation means 1C1 calculates the predicted stop number, which is the average number of stops per week, according to the formula (9). .

Next, in step S104, the disembarkation time calculation means IC2 calculates the total disembarkation time value of the passenger according to the above formula (10). In step S105, the getting on / off time calculating means 1C2, the door opening / closing time calculating means 1C3, and the traveling time calculating means 1C4 respectively calculate the total values of the elevating time, the door opening and closing time, and the running time according to the formula (11). Calculate Subsequently, in steps S106 and S107, the winding time calculating means 1C5 and the transportation capacity calculating means 1C6 calculate the winding time of the elevator and the transportation capacity per vehicle according to the above formulas (12) and (13), respectively.

When the transportation capacity is calculated as described above, in step S107, the optimum plan derivation means 1D compares the traffic demand to be generated in the building with the calculated transportation capacity per vehicle, and calculates the required number (step S108). In step S110, output is optimal.

Here, the calculation of the required number of steps S108 is calculated from the following equation.

Number of units required = 5 minutes traffic demand / 5 minutes transportation capacity per unit

In addition, the traffic demand for 5 minutes in the above formula can be calculated from, for example, the following table from the type of building input in step S101 and the residential population.

Office building for one company: 20% of the population

Semi-dedicated office building: 16% of the population

Multi tenant building: 11% of the resident population

Alternatively, the five-minute traffic demand may be set directly in a conversational format through the human I / F 2.

As described above, according to the present invention, the average number of stops per week is calculated based on the given building specification / elevator car specification data, and the total value of passengers' getting on / off times is calculated based on the calculated average number of stops. Similarly, the total value of the door opening and closing time and the total running time are calculated, and the circumference time of the elevator is calculated from each of these calculation results, and based on this calculation result, the actual transportation capacity per one triple deck elevator is calculated. As a result, it is possible to carry out the calculation of the transport capacity related to the triple deck elevator system which could not be performed conventionally and the facility planning based on this.

As described above, according to the present invention, the average number of stops per week is calculated based on the given building specification / elevator car specification data, and the total value of passengers' getting on / off times is calculated based on the calculated average number of stops. Similarly, the total value of the door opening and closing time and the total value of the running time are calculated, and the turn time of the elevator is calculated from each of these calculation results, and based on this calculation result, the actual transport capacity per one triple deck elevator is calculated. Since it was made, the calculation of the transport capacity regarding the triple deck elevator system which could not be performed conventionally, and the facility plan based on it are effective.

Claims (3)

For the triple deck elevator system, the average number of stops per week is calculated based on the given building specification and elevator car specification data.

An average stop counting calculation means calculated by: S _t is an average stop count, S is a predicted stop count, and N is the average stop count calculation means being a service floor coefficient excluding a reference layer; Getting on / off time calculating means for calculating a total value of getting on / off times of passengers based on a calculation result of said average stop counting calculating means; Similarly, the door opening and closing time calculating means for calculating the total value of the door opening and closing time; Travel time calculation means for calculating a total value of travel time; Winding time calculating means for calculating the winding time of the elevator from the calculation result of each of these means; And Based on the calculation result of the said turn-around time calculation means, the facility planning support apparatus for triple deck elevators provided with the transport capacity calculation means which has a real transport capacity calculation means which calculates the substantial transport capacity per triple deck elevator. . The method of claim 1, A facility for triple deck elevators, further comprising an optimum plan derivation device for calculating the required number of elevators and outputting them as an optimal plan based on the calculation result of the transportation capacity calculation means and the traffic demand generated in the building. Plan support device. The method of claim 1, Standard database that accumulated data about standard triple deck elevator specifications, A facility design support device for a triple deck elevator, characterized by further comprising car data setting means for setting car data based on building specifications and car specifications.

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