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JP7140918B2 - Elevator landing threshold device - Google Patents
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JP7140918B2 - Elevator landing threshold device - Google Patents

Elevator landing threshold device Download PDF

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JP7140918B2
JP7140918B2 JP2021524530A JP2021524530A JP7140918B2 JP 7140918 B2 JP7140918 B2 JP 7140918B2 JP 2021524530 A JP2021524530 A JP 2021524530A JP 2021524530 A JP2021524530 A JP 2021524530A JP 7140918 B2 JP7140918 B2 JP 7140918B2
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landing
rigidity member
hoistway
elevator
threshold
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JPWO2020245899A1 (en
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悠 高原
真介 石塚
祐太 木村
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Hitachi Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B13/00Doors, gates, or other apparatus controlling access to, or exit from, cages or lift well landings
    • B66B13/30Constructional features of doors or gates

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  • Elevator Door Apparatuses (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Description

本発明は、乗場敷居と昇降路壁の間の間隙を塞ぐことによって、乗場床の仕上げに用いられるモルタルが間隙から昇降路内に流入するのを阻止する仕切板を備えたエレベータの乗場敷居装置に関する。 The present invention is a landing sill device for an elevator equipped with a partition plate that closes the gap between the landing sill and the hoistway wall to prevent mortar used for finishing the landing floor from flowing into the hoistway through the gap. Regarding.

本技術分野の背景技術として、特許文献1がある。 As a background art in this technical field, there is Patent Document 1.

例えば、特許文献1の請求項1には、「乗場開口の下縁に沿って配置され乗場戸の開閉動作を案内する乗場敷居と、前記乗場開口側の昇降路壁に対しボルトを含む第1締結具により固定されるとともに、ボルトを含む第2締結具により前記乗場敷居が固定される固定具と、この固定具と前記乗場敷居に挟まれた状態で前記第2締結具により前記乗場敷居とともに前記固定具に共締めされる仕切部材とを備え、前記仕切部材が前記昇降路壁と前記乗場敷居との間の間隙を塞ぐことによって、乗場床の仕上げに用いられるモルタルがその間隙から昇降路内に流入するのを阻止するエレベータの乗場敷居装置であって、前記固定具は、前記昇降路壁に前記第1締結具により固定される壁側部材と、前記第2締結具により前記乗場敷居が固定される敷居側部材とを有し、高さ方向および昇降路の奥行方向の前記敷居側部材の位置調整が可能となるように、前記壁側部材と前記敷居側部材とが連結され、前記仕切部材は、前記昇降路壁と前記壁側部材に挟まれる第1被挟持板部と、前記敷居側部材と前記乗場敷居に挟まれる第2被挟持板部とを有し、前記第1被挟持板部には、前記第1締結具のボルトが挿通されこのボルトに対する高さ方向の前記第1被挟持板部の位置変更を許容する第1逃げ部が形成され、前記第2被挟持板部には、前記第2締結具のボルトが挿通されこのボルトの前記第2被挟持板部に対する昇降路の奥行方向の位置変更を許容する第2逃げ部が形成された」エレベータの乗場敷居装置が示されている。 For example, in claim 1 of Patent Document 1, "a landing sill disposed along the lower edge of the landing opening and guiding the opening/closing operation of the landing door, and a bolt for the hoistway wall on the landing opening side. a fastener that is fixed by a fastener and to which the landing sill is fixed by a second fastener including a bolt; and a partition member fastened together with the fixture, the partition member closing the gap between the hoistway wall and the landing sill so that the mortar used for finishing the landing floor flows out of the gap from the hoistway. The fixture includes a wall side member fixed to the hoistway wall by the first fastener and the landing sill by the second fastener. is fixed, and the wall side member and the threshold side member are connected so that the position of the threshold side member can be adjusted in the height direction and the depth direction of the hoistway, The partition member has a first sandwiched plate portion sandwiched between the hoistway wall and the wall-side member, and a second sandwiched plate portion sandwiched between the threshold-side member and the landing threshold. The clamped plate portion is formed with a first escape portion through which the bolt of the first fastener is inserted and which allows the position of the first clamped plate portion to be changed in the height direction with respect to the bolt, and the second clamped plate portion. The plate portion is formed with a second relief portion through which the bolt of the second fastener is inserted to allow the position of the bolt to be changed in the depth direction of the hoistway with respect to the second clamped plate portion. Apparatus is shown.

特開2009-84029号公報JP-A-2009-84029

しかしながら、特許文献1に記載の乗場敷居装置では、仕切板(同文献中では仕切部材20)を構成する垂直部材(同文献中では第1被挟持板部21)と水平部材(同文献中では第2被挟持板部22)が形状固定の一体物であるとともに、垂直部材は昇降路壁の垂直面に締結具により固定される構造であることから、建屋の寸法誤差が大きい場合に仕切板の設置が困難となり、場合によっては仕切板の水平部材が乗場敷居の側面から昇降路側に出張ってしまい、乗りかごと接触するという問題が生じる。 However, in the landing threshold device described in Patent Document 1, the vertical member (the first pinched plate portion 21 in the document) and the horizontal member (the Since the second clamped plate portion 22) is an integral body with a fixed shape, and the vertical member is fixed to the vertical surface of the hoistway wall with fasteners, the partition plate In some cases, the horizontal member of the partition plate protrudes from the side of the landing sill toward the hoistway and comes into contact with the car.

本発明の目的は、高さ方向および昇降路の奥行き方向の建屋の寸法誤差が比較的大きい場合にも、乗場敷居と昇降路壁の間隙を現地での簡単な加工により容易に塞ぐことができ、間隙から昇降路内へのモルタルの流入を防止できるエレベータの乗場敷居装置を提供することにある。 An object of the present invention is to make it possible to easily close the gap between the landing sill and the hoistway wall by simple on-site processing even when the dimensional error of the building in the height direction and the depth direction of the hoistway is relatively large. To provide a landing sill device for an elevator capable of preventing mortar from flowing into a hoistway through a gap.

前記課題を解決し、本発明の目的を達成するために、本発明のエレベータの乗場敷居装置は、乗場ドアの開閉を案内する乗場敷居と、昇降路壁に固定され、上部に前記乗場敷居を取り付けた固定具と、前記乗場敷居と前記昇降路壁の間の間隙を塞ぐ仕切板と、を備えたエレベータの乗場敷居装置であって、前記仕切板は、一端側が前記乗場敷居と前記固定具に挟まれ、他端側が前記昇降路壁側に延在する低剛性部材と、一端側が前記低剛性部材の他端側と重なり合い、他端側が前記昇降路壁の上面に固定される高剛性部材と、からなるものとした。 In order to solve the above problems and achieve the object of the present invention, an elevator hall sill apparatus of the present invention includes a hall sill that guides the opening and closing of a hall door, and a hoistway wall that is fixed to the hall sill. A landing sill device for an elevator comprising an attached fixture and a partition plate closing a gap between the landing sill and the hoistway wall, wherein one end of the partition plate is located between the landing sill and the fixture. and a low-rigidity member whose other end extends toward the hoistway wall, and a high-rigidity member whose one end overlaps the other end of the low-rigidity member and whose other end is fixed to the upper surface of the hoistway wall. and shall consist of

前記構成のエレベータの乗場敷居装置によれば、高さ方向および昇降路の奥行き方向の建屋の寸法誤差が比較的大きい場合にも、乗場敷居と昇降路壁の間隙を現地での簡単な加工により容易に塞ぐことができ、間隙から昇降路内へのモルタルの流入を防止することができる。 According to the elevator landing sill device having the above configuration, even if the dimensional error of the building in the height direction and the hoistway depth direction is relatively large, the gap between the landing sill and the hoistway wall can be formed by simple on-site processing. It can be easily blocked, and mortar can be prevented from flowing into the hoistway through the gap.

なお、上述した以外の課題、構成および効果は、以下の実施例の説明により明らかにされる。 Problems, configurations, and effects other than those described above will be clarified by the following description of the embodiments.

一般的なエレベータの概略断面図Schematic cross section of a typical elevator 実施例1の乗場敷居装置を示す断面図Sectional drawing which shows the hall threshold apparatus of Example 1 実施例1の仕切板の設置作業の手順を説明する断面図FIG. 4 is a cross-sectional view for explaining the procedure for installing the partition plate according to the first embodiment; 実施例1の乗場敷居装置を示す断面図(厚さ寸法が大きい場合)Sectional view showing the landing threshold device of Example 1 (when the thickness dimension is large) 実施例2の乗場敷居装置を示す断面図(厚さ寸法が小さい場合)Sectional view showing the landing threshold device of Example 2 (when the thickness dimension is small)

以下、本発明のエレベータの乗場敷居装置を実施するための形態について図を参照して説明する。尚、各図において同一または類似の構成には同じ符号を付して繰り返しの説明は省略する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS A mode for carrying out an elevator hall threshold device according to the present invention will be described below with reference to the drawings. In each figure, the same or similar configurations are denoted by the same reference numerals, and repeated descriptions are omitted.

まず、図1の概略断面図を用いて、一般的なエレベータ装置10の構成を概説する。ここに示すように、エレベータ装置10は、建築物20の昇降路21内に、乗りかご11、釣合いおもり12、主ロープ13を設置し、また、建築物20の機械室22内に巻上機14を設置している。そして、一端に乗りかご11を連結し、他端に釣合いおもり12を連結した主ロープ13を、巻上機14で巻き上げることで、乗りかご11を任意の階床に移動させる。 First, using the schematic cross-sectional view of FIG. 1, the configuration of a general elevator apparatus 10 will be outlined. As shown here, the elevator system 10 includes a car 11, a counterweight 12, and a main rope 13 in a hoistway 21 of a building 20, and a hoist in a machine room 22 of the building 20. 14 is installed. A main rope 13 having one end connected to a car 11 and the other end connected to a counterweight 12 is hoisted by a hoist 14 to move the car 11 to an arbitrary floor.

また、各階床の乗場23の昇降路21側には、乗りかご11のかごドアの開閉と連動する乗場ドア4が設置されている。この乗場ドア4の下端は、後述する乗場敷居装置Aにより摺動可能に支持されている。なお、以下では、昇降路21の奥行方向をx方向、乗場ドア4の開閉方向をy方向、乗りかご11の昇降方向をz方向とする。 Further, on the side of the hoistway 21 of the landing 23 of each floor, a landing door 4 is installed that interlocks with the opening and closing of the car door of the car 11 . A lower end of the landing door 4 is slidably supported by a landing threshold device A, which will be described later. In the following, the depth direction of the hoistway 21 is defined as the x direction, the opening/closing direction of the landing door 4 is defined as the y direction, and the elevation direction of the car 11 is defined as the z direction.

次に、図2の拡大断面図を用いて、本発明の実施例1に係る、エレベータの乗場敷居装置Aを説明する。ここに示すように、エレベータの乗場敷居装置Aは、乗場敷居1と、固定具2と、仕切板3とを有している。 Next, the elevator hall threshold device A according to the first embodiment of the present invention will be described with reference to the enlarged sectional view of FIG. As shown here, the elevator hall threshold device A has a hall threshold 1 , a fixture 2 , and a partition plate 3 .

乗場敷居1は、乗場開口の下縁に沿って配置され、乗場ドア4の開閉動作を案内するものである。 The landing threshold 1 is arranged along the lower edge of the landing opening and guides the opening and closing operation of the landing door 4 .

固定具2は、簡略化した記載となっているが、例えば、乗場開口側の昇降路壁5に、乗場敷居1の長手方向(乗場ドア4の開閉方向)に沿って複数配置されており、それぞれ図示しない締結具により昇降路壁5に固定されている。そして、この固定具2の上部に、締結具6によって乗場敷居1が取り付けられている。 Although the description is simplified, for example, a plurality of fixtures 2 are arranged along the longitudinal direction of the landing threshold 1 (the opening and closing direction of the landing door 4) on the hoistway wall 5 on the landing opening side, Each of them is fixed to the hoistway wall 5 by a fastener (not shown). A landing threshold 1 is attached to the upper portion of the fixture 2 with fasteners 6 .

仕切板3は、乗場敷居1と昇降路壁5の間の間隙を塞ぐことによって、乗場床の仕上げに用いられるモルタル7が間隙から昇降路21内に流入するのを阻止するものである。そして、本実施例の仕切板3は、高さ方向および奥行き方向の建屋の寸法誤差(すなわち、昇降路壁5の位置や形状の誤差)が比較的大きい場合であっても、乗場敷居1と昇降路壁5の間隙を容易に塞ぐための工夫を施したものである。 The partition plate 3 closes the gap between the landing threshold 1 and the hoistway wall 5 to prevent the mortar 7 used for finishing the landing floor from flowing into the hoistway 21 through the gap. Further, the partition plate 3 of the present embodiment can be used even when the dimensional error of the building in the height direction and the depth direction (that is, the error in the position and shape of the hoistway wall 5) is relatively large. It is devised to easily close the gap between the hoistway walls 5 .

具体的には、仕切板3を、低剛性部材31と高剛性部材32の二部材からなる分割構造とした。 Specifically, the partition plate 3 has a split structure composed of two members, a low-rigidity member 31 and a high-rigidity member 32 .

低剛性部材31は、仕切板3の設置時に現地での加工が必要な部材であり、作業者が折り曲げ可能な程度の低い曲げ強度を有する。そして、低剛性部材31の一端側が乗場敷居1と固定具2に挟まれ、他端側が昇降路壁5側に延在する。 The low-rigidity member 31 is a member that requires on-site processing when the partition plate 3 is installed, and has a low bending strength that allows an operator to bend it. One end of the low-rigidity member 31 is sandwiched between the landing threshold 1 and the fixture 2, and the other end extends toward the hoistway wall 5 side.

一方、高剛性部材32は、仕切板3の設置時に現地での加工が不要な部材であり、低剛性部材31よりも高い曲げ強度を有する。そして、高剛性部材32の一端側が低剛性部材31の他端側と重なり合うとともに、他端側が昇降路壁5の上面に固定される。 On the other hand, the high-rigidity member 32 is a member that does not require on-site processing when the partition plate 3 is installed, and has a bending strength higher than that of the low-rigidity member 31 . One end side of the high-rigidity member 32 overlaps the other end side of the low-rigidity member 31 , and the other end side is fixed to the upper surface of the hoistway wall 5 .

また、高剛性部材32の他端側には、x方向に長い長孔32aが形成されており、この長孔32aを通した締結具33(コンクリートビス等)により昇降路壁5の上面に高剛性部材32を固定する。このような固定方法を採るため、本実施例においては、長孔32aの範囲内の任意の位置に締結具33を配置することが許容されている。また、高剛性部材32の一端側には曲げ部32bが形成されており、この曲げ部32bが低剛性部材31と重なり合う構造となっている。 Further, a long hole 32a long in the x direction is formed in the other end of the high-rigidity member 32, and a fastener 33 (concrete screw or the like) is passed through the long hole 32a, and the upper surface of the hoistway wall 5 is made high. The rigid member 32 is fixed. In order to employ such a fixing method, in this embodiment, the fastener 33 is allowed to be arranged at any position within the range of the long hole 32a. A bent portion 32 b is formed at one end of the high-rigidity member 32 , and the bent portion 32 b overlaps the low-rigidity member 31 .

なお、高剛性部材32は、固定具2と昇降路壁5の間に比較的大きな間隙が存在し、片持ち状態の高剛性部材32に乗り込み時の荷重がかかったとしても、高剛性部材32の一端側が撓むことのない曲げ強度を確保できるように、鋼板などの高剛性の板材で形成されるのが好ましいが、要求される曲げ強度に応じてその素材や厚さを変更して良いことは言うまでもない。また、図2では、低剛性部材31の板厚よりも高剛性部材32の板厚を厚くしているが、剛性の大小が上述の関係にあれば、板厚の大小は図示する関係でなくても良い。 The high-rigidity member 32 has a relatively large gap between the fixture 2 and the hoistway wall 5, and even if a load is applied to the cantilevered high-rigidity member 32 when boarding, the high-rigidity member 32 is It is preferable to use a high-rigidity plate material such as a steel plate so as to secure the bending strength that does not bend one end of the plate, but the material and thickness may be changed according to the required bending strength. Needless to say. In FIG. 2, the plate thickness of the high-rigidity member 32 is thicker than that of the low-rigidity member 31; can be

次に、図3を用いて、仕切板3の設置作業の手順を説明する。 Next, the procedure for installing the partition plate 3 will be described with reference to FIG.

まず、図3(a)に示すように、高剛性部材32を昇降路壁5の上面に載置し、この状態で長孔32aに規制される範囲内で、高剛性部材32を昇降路21の奥行方向に移動させ、高剛性部材32の奥行方向の位置を調整する。このとき高剛性部材32の曲げ部32bを昇降路壁5に固定された固定具2の側面に密着させる。これらの調整の完了後、締結具33により高剛性部材32を締結固定する。 First, as shown in FIG. 3A, the high-rigidity member 32 is placed on the upper surface of the hoistway wall 5, and in this state, the high-rigidity member 32 is placed on the hoistway 21 within the range restricted by the long hole 32a. is moved in the depth direction to adjust the position of the high-rigidity member 32 in the depth direction. At this time, the bent portion 32 b of the high-rigidity member 32 is brought into close contact with the side surface of the fixture 2 fixed to the hoistway wall 5 . After completing these adjustments, the fastener 33 is used to fasten and fix the high-rigidity member 32 .

次いで、図3(b)に示すように、平板状の低剛性部材31の一端側を固定具2の上面に載置した後、低剛性部材31の上面に乗場敷居1を配置し、締結具6により乗場敷居1と固定具2で低剛性部材31を挟み込むように共締め固定する。なお、このとき低剛性部材31の一端側が乗場敷居1の側面より昇降路21側に出張り、低剛性部材31と乗りかご11が接触することがないようにする。 Next, as shown in FIG. 3B, after placing one end side of the flat plate-like low-rigidity member 31 on the upper surface of the fixture 2, the landing threshold 1 is placed on the upper surface of the low-rigidity member 31, and the fastener is 6, the landing threshold 1 and the fixture 2 are fastened together so as to sandwich the low-rigidity member 31. - 特許庁At this time, one end side of the low-rigidity member 31 is prevented from projecting from the side of the landing threshold 1 toward the hoistway 21 and the low-rigidity member 31 and the car 11 do not come into contact with each other.

この後、図3(c)に示すように、作業者は低剛性部材31を折り曲げる。図3に例示するものは、床仕上げの厚さ寸法、つまりモルタル7の厚さ寸法Tが比較的小さいことから、低剛性部材31と高剛性部材32の重なり代が大きいので、作業者は低剛性部材31を断面略クランク状に折り曲げることができる。すなわち、図3の低剛性部材31には、高剛性部材32の曲げ部32bの上方に第1折り曲げ部31aが形成され、曲げ部32bの下端に沿うように第2折り曲げ部31bが形成される。After that, the operator bends the low-rigidity member 31 as shown in FIG. 3(c). In the example shown in FIG. 3, since the thickness dimension of the floor finish, that is, the thickness dimension T1 of the mortar 7 is relatively small, the overlapping margin between the low-rigidity member 31 and the high-rigidity member 32 is large. The low-rigidity member 31 can be bent to have a substantially crank-shaped cross section. That is, in the low-rigidity member 31 of FIG. 3, a first bent portion 31a is formed above the bent portion 32b of the high-rigidity member 32, and a second bent portion 31b is formed along the lower end of the bent portion 32b. .

このようにして、乗場敷居1と昇降路壁5の間隙を塞ぐ仕切板3を設置した後、適量のモルタル7を流し込むことで、図2に示す乗場敷居装置Aを完成させることができる。 After installing the partition plate 3 for closing the gap between the landing sill 1 and the hoistway wall 5 in this way, the landing sill device A shown in FIG. 2 can be completed by pouring an appropriate amount of mortar 7.

ここで、床仕上げの厚さ寸法が大きい場合の仕切板3の態様について、図4を用いて説明する。 Here, an aspect of the partition plate 3 when the thickness dimension of the floor finish is large will be described with reference to FIG. 4 .

図4では、床仕上げの厚さ寸法、つまりモルタル7の厚さ寸法Tが比較的大きいことから、低剛性部材31と高剛性部材32の重なり代は小さく、低剛性部材31に上述した第2折り曲げ部31bを形成することができないため、低剛性部材31は第1折り曲げ部31aのみが形成された、略L字状の断面形状となる。そして、低剛性部材31の他端部を高剛性部材32の曲げ部32bと重なり合った状態とすることで、乗場敷居1と昇降路壁5の間隙を塞ぐ。このようにして仕切板3を据え付けた後、適量のモルタル7を流し込むことで、床仕上げの厚さ寸法が大きい場合であっても、適切な乗場敷居装置Aを完成させることができる。In FIG. 4, the thickness dimension of the floor finish, that is, the thickness dimension T2 of the mortar 7 is relatively large. Since the second bent portion 31b cannot be formed, the low-rigidity member 31 has a substantially L-shaped cross-sectional shape in which only the first bent portion 31a is formed. The other end of the low-rigidity member 31 overlaps the bent portion 32b of the high-rigidity member 32 to close the gap between the landing threshold 1 and the hoistway wall 5 . After installing the partition plate 3 in this way, by pouring an appropriate amount of mortar 7, an appropriate landing threshold device A can be completed even when the thickness dimension of the floor finish is large.

以上説明したように本実施例の乗場敷居装置は、乗場開口の下縁に沿って配置され乗場ドア4の開閉動作を案内する乗場敷居1と、乗場敷居1が取り付けられる固定具2と、乗場敷居1と昇降路壁5の間の間隙を塞ぐことによって、乗場床の仕上げに用いられるモルタルが間隙から昇降路21内に流入するのを阻止する仕切板3とを備え、仕切板3は、現地で折り曲げ可能な曲げ強度を有し、一端側が乗場敷居1と固定具2に挟まれるとともに、他端側が昇降路壁5側に延在する低剛性部材31と、低剛性部材31より高い所定の曲げ強度を有し、一端側が低剛性部材31の他端側と重なり合うとともに、他端側が昇降路壁5の上面に固定される高剛性部材32とからなる構成とした。 As described above, the landing sill device of this embodiment includes the landing sill 1 arranged along the lower edge of the landing opening and guiding the opening and closing operation of the landing door 4, the fixture 2 to which the landing sill 1 is attached, and the landing. A partition plate 3 for closing the gap between the threshold 1 and the hoistway wall 5 to prevent mortar used for finishing the landing floor from flowing into the hoistway 21 through the gap, the partition plate 3 A low-rigidity member 31 having a bending strength capable of being bent on site, one end of which is sandwiched between the landing threshold 1 and the fixture 2 and the other end of which extends toward the hoistway wall 5 , and a predetermined height higher than the low-rigidity member 31 . and a high-rigidity member 32 whose one end overlaps the other end of the low-rigidity member 31 and whose other end is fixed to the upper surface of the hoistway wall 5 .

このような構成によれば、仕切板3を低剛性部材31と高剛性部材32の分割構造とし、低剛性部材31と高剛性部材32の重なり代で高さ方向および昇降路21の奥行き方向の調整を可能とすることで、高さ方向および昇降路21の奥行き方向の建屋の寸法誤差が比較的大きい場合にも容易に対応することができるとともに、仕切板3が乗場敷居1の側面から昇降路21側に出張ることを防ぐことができる。また、低剛性部材31は現地で折り曲げ可能な曲げ強度のものであることから、特別な機器を要することなく所定形状に折り曲げて仕切板3の設置を行うことができる。 According to such a configuration, the partition plate 3 has a divided structure of the low-rigidity member 31 and the high-rigidity member 32, and the overlapping margin of the low-rigidity member 31 and the high-rigidity member 32 allows the height direction and the depth direction of the hoistway 21 to move. By enabling adjustment, it is possible to easily deal with relatively large dimensional errors of the building in the height direction and the depth direction of the hoistway 21, and the partition plate 3 can be lifted up and down from the side of the landing threshold 1. Projection to the road 21 side can be prevented. In addition, since the low-rigidity member 31 has a bending strength capable of being bent on site, the partition plate 3 can be installed by bending it into a predetermined shape without requiring special equipment.

また、本実施例の乗場敷居装置は上述の構成に加えて、高剛性部材32は、締結具33により昇降路壁5の上面に固定されるとともに、高剛性部材32には、締結具33の高剛性部材32に対する昇降路21の奥行き方向の位置変更を許容する長孔32aが形成される構成とした。 In addition to the configuration described above, the landing sill device of the present embodiment has the high-rigidity member 32 fixed to the upper surface of the hoistway wall 5 by fasteners 33, and the fasteners 33 are attached to the high-rigidity member 32. A long hole 32 a is formed to allow the position of the hoistway 21 to be changed in the depth direction with respect to the high-rigidity member 32 .

このような構成によれば、昇降路21の奥行き方向の寸法誤差が大きい場合も容易に対応することができる。 According to such a configuration, it is possible to easily cope with a large dimensional error in the depth direction of the hoistway 21 .

次に、図5を用いて、本発明の実施例2に係る、エレベータの乗場敷居装置Aを説明する。なお、実施例1との共通点は重複説明を省略する。 Next, an elevator hall threshold device A according to a second embodiment of the present invention will be described with reference to FIG. Duplicate descriptions of common points with the first embodiment will be omitted.

実施例1では、床仕上げの厚さ寸法(モルタル7の厚さ寸法T、T)が比較的厚かったため、図2~図4のように、高剛性部材32の曲げ部32bを上向きにした状態で仕切板3を構成することができた。しかし、床仕上げの厚さ寸法(モルタル7の厚さ寸法)が薄くなると、曲げ部32bの上端が固定具2の上面よりも高くなり、低剛性部材31を設置できなくなる惧れがある。In Example 1, the thickness dimensions of the floor finish (thickness dimensions T 1 and T 2 of the mortar 7) were relatively thick. The partition plate 3 was able to be configured in this state. However, when the thickness of the floor finish (thickness of the mortar 7) is reduced, the upper end of the bent portion 32b becomes higher than the upper surface of the fixture 2, and there is a possibility that the low-rigidity member 31 cannot be installed.

そこで、図5に示す本実施例のエレベータの乗場敷居装置Aでは、床仕上げの厚さ寸法(モルタル7の厚さ寸法T)が所定未満である場合、高剛性部材32の曲げ部32bを下向きに配置した。これにより、モルタル7の厚さ寸法Tが小さい場合であっても、乗場敷居1と昇降路壁5の間隙を塞ぐ仕切板3を形成することができる。Therefore , in the elevator landing threshold device A of this embodiment shown in FIG. placed downwards. Thereby, even when the thickness dimension T3 of the mortar 7 is small, the partition plate 3 closing the gap between the landing threshold 1 and the hoistway wall 5 can be formed.

尚、本発明は、上述した実施例に限定するものではなく、様々な変形例が含まれる。例えば、上述した実施例は本発明を分かり易く説明するために詳細に説明したものであり、必ずしも説明した全ての構成を備えるものに限定するものではない。またある実施例の構成の一部を他の実施例の構成に置き換えることが可能であり、また、ある実施例の構成に他の実施例の構成を加えることも可能である。また、各実施例の構成の一部について、他の構成の追加、削除、置換をすることが可能である。 It should be noted that the present invention is not limited to the above-described embodiments, and includes various modifications. For example, the above-described embodiments have been described in detail for easy understanding of the present invention, and are not necessarily limited to those having all the described configurations. It is also possible to replace part of the configuration of one embodiment with the configuration of another embodiment, or to add the configuration of another embodiment to the configuration of one embodiment. Moreover, it is possible to add, delete, or replace a part of the configuration of each embodiment with another configuration.

A 乗場敷居装置
1 乗場敷居
2 固定具
3 仕切板
31 低剛性部材
31a 折り曲げ部
31b 折り曲げ部
32 高剛性部材
32a 長孔
32b 曲げ部
33 締結具
4 乗場ドア
5 昇降路壁
6 締結具
7 モルタル
10 エレベータ装置
11 乗りかご
12 釣合いおもり
13 主ロープ
14 巻上機
20 建築物
21 昇降路
22 機械室
23 乗場
A Hall threshold device 1 Hall threshold 2 Fixing tool 3 Partition plate 31 Low-rigidity member 31a Bending part 31b Bending part 32 High-rigidity member 32a Long hole 32b Bending part 33 Fastener 4 Hall door 5 Hoistway wall 6 Fastener 7 Mortar 10 Elevator Device 11 Car 12 Counterweight 13 Main Rope 14 Hoist 20 Building 21 Hoistway 22 Machine Room 23 Landing

Claims (6)

乗場ドアの開閉を案内する乗場敷居と、
昇降路壁に固定され、上部に前記乗場敷居を取り付けた固定具と、
前記乗場敷居と前記昇降路壁の間の間隙を塞ぐ仕切板と、
を備えたエレベータの乗場敷居装置であって、
前記仕切板は、一端側が前記乗場敷居と前記固定具に挟まれ、他端側が前記昇降路壁側に延在する低剛性部材と、一端側が前記低剛性部材の他端側と重なり合い、他端側が前記昇降路壁の上面に固定される高剛性部材と、からなることを特徴としたエレベータの乗場敷居装置。
A landing threshold that guides the opening and closing of the landing door,
a fixture fixed to the hoistway wall and having the landing threshold mounted thereon;
a partition plate closing a gap between the landing threshold and the hoistway wall;
An elevator landing threshold device comprising:
The partition plate has one end sandwiched between the landing threshold and the fixture, the other end overlapping a low-rigidity member extending toward the hoistway wall, and the other end overlapping the other end of the low-rigidity member. and a high-rigidity member whose side is fixed to the upper surface of the hoistway wall.
前記高剛性部材の前記他端側には、昇降路の奥行方向に長い長孔が形成されており、該長孔を通した締結具により前記昇降路壁の上面に前記高剛性部材が固定されていることを特徴とした請求項1に記載のエレベータの乗場敷居装置。 A long hole extending in the depth direction of the hoistway is formed at the other end of the high-rigidity member, and the high-rigidity member is fixed to the upper surface of the hoistway wall by a fastener passing through the long hole. 2. The elevator landing threshold device according to claim 1, wherein the elevator door threshold device comprises: 前記高剛性部材は、前記一端側に曲げ部を有することを特徴とした請求項1に記載のエレベータの乗場敷居装置。 2. The elevator landing threshold device according to claim 1, wherein said high-rigidity member has a bent portion on said one end side. 前記曲げ部が上方に折り曲げられていることを特徴とした請求項3に記載のエレベータの乗場敷居装置。 4. The elevator hall threshold device according to claim 3, wherein said bent portion is bent upward. 前記曲げ部が下方に折り曲げられていることを特徴とした請求項3に記載のエレベータの乗場敷居装置。 4. The elevator hall threshold device according to claim 3, wherein said bent portion is bent downward. 前記低剛性部材の前記他端側は、折り曲げられることで、前記高剛性部材の前記一端側と重なり合っていることを特徴とした請求項1から請求項5の何れか一項に記載のエレベータの乗場敷居装置。 The elevator according to any one of claims 1 to 5, wherein the other end of the low-rigidity member overlaps the one end of the high-rigidity member by being folded. Platform threshold device.
JP2021524530A 2019-06-04 2019-06-04 Elevator landing threshold device Active JP7140918B2 (en)

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JPS595024Y2 (en) * 1976-02-12 1984-02-15 三菱電機株式会社 Weir board at elevator landing
JPS52149740A (en) * 1976-06-09 1977-12-13 Hitachi Ltd Elevator platform control device
JPS59199981A (en) * 1983-04-26 1984-11-13 株式会社東芝 Elevator depot floor
IT1285848B1 (en) * 1996-04-22 1998-06-24 Kone Oy THRESHOLD FOR A LANDING DOOR FOR A LIFT.
JP2000109279A (en) * 1998-10-01 2000-04-18 Hitachi Building Systems Co Ltd Elevator hall equipment
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JP6335595B2 (en) * 2014-04-07 2018-05-30 三菱電機株式会社 elevator

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