This patent application claims priority from Japanese Patent Application No. 2023-047924, filed on Mar. 24, 2023, the entire disclosure of which is hereby incorporated by reference herein.
This disclosure relates to a guide rail device for an elevator.
In a related-art elevator, a guide rail includes a plurality of unit rails. Two unit rails that are adjacent to each other in an up-and-down direction are coupled by a fishplate. Further, the guide rail is fixed to a wall of a hoistway through intermediation of a plurality of rail brackets (see, for example, Japanese Patent Application Laid-open No. 2018-188240).
In the related-art elevator described above, when the hoistway has a rigid structure such as a reinforced concrete structure or a steel-framed reinforced concrete structure, the rail brackets can be installed at any suitable positions in a vertical direction. Thus, for example, when each of the unit rails has a length of 5 m and is fixed at two positions on the wall of the hoistway, the unit rail is fixed onto the wall of the hoistway at a position 500 mm away from an end portion of the unit rail and a position 2,500 mm away from the position described above. In this case, the fishplate is installed at a position 500 mm away from the rail bracket, where generated moment is relatively small.
Meanwhile, when the hoistway has a flexible structure, that is, a steel-framed structure, the positions at which the rail brackets are installed are limited to positions on building beams immediately below each floor. Thus, when a standard-length rail such as a 5-meter rail is used as a unit rail, the fishplate may be installed at a position where maximum moment is generated, that is, at an intermediate position between two rail brackets. In addition, a dimension between floors may be as large as about 4,000 mm in some cases. In such cases, a distance between the rail brackets is also large, thus resulting in significantly large maximum moment. Thus, the use of special bolts or a special surface treatment on each of joint surfaces of the unit rails and the fishplate is required to frictionally join the fishplate to the unit rails to be coupled together.
This disclosure has been made to solve the problem described above, and has an object to provide a guide rail device for an elevator, which is capable of suppressing moment acting on a fishplate even when a hoistway has a flexible structure.
According to one embodiment of this disclosure, there is provided a guide rail device for an elevator, including: a guide rail main body that is installed in a hoistway, includes a plurality of rail members joined together in an up-and-down direction, and is configured to guide vertical movement of a vertically movable body; a fishplate configured to couple two of the plurality of rail members, the two rail members being adjacent to each other in the up-and-down direction; and a plurality of fixing bodies configured to fix the guide rail main body to a building. The hoistway has a flexible structure. When a fixing body that is the closest to the fishplate among the plurality of fixing bodies is referred to as a first fixing body, a fixing body that is the second closest to the fishplate is referred to as a second fixing body, and a distance between a position of the first fixing body and a position of the second fixing body in a vertical direction is referred to as a rail fixing distance, a distance from the position of the first fixing body to a position of the fishplate in the vertical direction is one-third or less of the rail fixing distance.
According to the guide rail device for an elevator of this disclosure, it is possible to suppress moment acting on the fishplate when the hoistway has the flexible structure.
Now, an embodiment is described with reference to the drawings.
The elevator hoisting machine 3 includes a hoisting machine main body 4 and a driving sheave 5. The hoisting machine main body 4 includes a hoisting machine motor and a hoisting machine brake. The hoisting machine motor rotates the driving sheave 5. The hoisting machine brake holds the driving sheave 5 in a stationary state. Further, the hoisting machine brake brakes rotation of the driving sheave 5.
Suspension bodies 7 are wound around the driving sheave 5 and the deflector sheave 6. A plurality of ropes or a plurality of belts are used as the suspension bodies 7. A car 8 serving as a vertically movable body is connected to a first end portion of the suspension bodies 7. A counterweight 9 serving as a vertically movable body is connected to a second end portion of the suspension bodies 7.
The car 8 and the counterweight 9 are suspended by the suspension bodies 7 in the hoistway 1. Further, the car 8 and the counterweight 9 are vertically moved in the hoistway 1 through rotation of the driving sheave 5.
A guide rail device 10 is provided in the hoistway 1. The guide rail device 10 includes a plurality of guide rail main bodies 11. The plurality of guide rail main bodies 11 include a pair of car guide rail main bodies and a pair of counterweight guide rail main bodies.
The pair of car guide rail main bodies are configured to guide vertical movement of the car 8. The pair of counterweight guide rail main bodies are configured to guide vertical movement of the counterweight 9.
A plurality of car guide shoes 8a are provided to the car 8. When the car 8 is vertically moved, each of the car guide shoes 8a is moved in contact with a corresponding one of the car guide rail main bodies.
A plurality of counterweight guide shoes 9a are provided to the counterweight 9. When the counterweight 9 is vertically moved, each of the counterweight guide shoes 9a is moved in contact with a corresponding one of the counterweight guide rail main bodies.
Although not shown in
Each of the fishplates 13 couples two of the plurality of rail members 12, which are adjacent to each other in the up-and-down direction. Each of the fishplates 13 is fixed to two rail members 12 by a plurality of bolts (not shown).
The fixing bodies 14 fix the guide rail main body 11 to a building. Specifically, each of the guide rail main bodies 11 is installed in the hoistway 1 through intermediation of the plurality of fixing bodies 14.
The hoistway 1 according to the first embodiment has a flexible structure. Thus, each of the fixing bodies 14 is fixed to a corresponding one of building beams 20.
Each of the fixing bodies 14 includes a base plate 15, a rail bracket 16, and a pair of rail clips 17.
The base plate 15 is fixed to the building beam 20 by, for example, welding. The rail bracket 16 is fixed to the base plate 15 by, for example, welding.
The guide rail main body 11 is sandwiched between the pair of rail clips 17 and the rail bracket 16 in each of the fixing bodies 14. Specifically, the guide rail main body 11 is fixed to the rail bracket 16 by the pair of rail clips 17 in each of the fixing bodies 14.
In the model of the guide rail device 10, the guide rail main body 11 is represented by a straight line. Further, a position of each of the fishplates 13, that is, a boundary between two adjacent rail members 12 is represented by a straight line that is orthogonal to the guide rail main body 11. Further, a position of each of the fixing bodies 14, that is, a position at which the guide rail main body 11 is fixed by each of the fixing bodies 14 is represented by a triangle.
In the lower part of
In this case, when one of the plurality of fishplates 13 is set as a target fishplate, the fixing body 14 that is the closest to the target fishplate is referred to as “first fixing body” and the fixing body 14 that is the second closest to the target fishplate is referred to as “second fixing body”. Further, a distance between a position of the first fixing body and a position of the second fixing body in the vertical direction is referred to as “rail fixing distance L”.
Further, a distance from the position of the first fixing body to the target fishplate is represented by “a”. Further, a ratio of the distance “a” to the rail fixing distance L is referred to as “fishplate position ratio “k””. Specifically, k=a/L is satisfied.
In this case, the magnitude M of moment can be expressed as: M=C (k)×PL. In this expression, a coefficient C (k) is a function of “k” and is a dimensionless number. The value PL is uniquely determined by specifications of the elevator, and thus PL cannot be made smaller. However, when the coefficient C (k) is decreased as much as possible, the magnitude M of moment can be reduced.
A domain of definition of the fishplate position ratio “k” is expressed as: 0.1≤k≤0.5. Thus, when the coefficient C(k) is graphed,
When the fishplate position ratio “k” is set to ¼ for every rail fixing distance L, for example, working efficiency in installation of the guide rail main body 11 and a degree of freedom in length of the rail member 12 are undermined. Thus, in view of practical aspects, it is suitable to set the fishplate position ratio “k” so as to satisfy: k≤⅓, as illustrated in
As described above, in the guide rail device 10 according to the first embodiment, the distance from the position of the first fixing body to the position of the target fishplate in the vertical direction is set to one-third or less of the rail fixing distance L. In other words, the length of each of the rail members 12 is set so as to satisfy: fishplate position ratio “k”≤⅓.
Thus, even when the hoistway 1 has a flexible structure, moment acting on each of the fishplates 13 can be suppressed. As a result, a shift of each of the fishplates 13, which may be caused by an external force, can be suppressed, and riding comfort performance of the elevator can be maintained.
Further, the use of special bolts or a special surface treatment on each of joint surfaces of the rail members 12 and the fishplate 13 is not required to frictionally join the fish plate 13 to the rail members 12. Accordingly, material cost, manufacture cost, and installation cost can be reduced.
Further, when the distance from the position of the first fixing body to the position of the target fishplate in the vertical direction is set to one-quarter of the rail fixing distance L, the moment acting on each of the fishplates 13 can be more reliably suppressed.
The number of fishplates 13 and the number of fixing bodies 14 for each of the guide rail main bodies 11 can be suitably changed depending on an elevator.
Further, the type of elevator is not limited to that illustrated in
Further, the elevator may be, for example, a machine room-less elevator, a double-deck elevator, and a one-shaft multi-car system elevator. The one-shaft multi-car system is a system in which an upper car and a lower car arranged directly below the upper car are vertically moved in the common hoistway independently.
Number | Date | Country | Kind |
---|---|---|---|
2023-047924 | Mar 2023 | JP | national |