JPH0318591A - Doorsill at elevator getting-on field - Google Patents

Doorsill at elevator getting-on field

Info

Publication number
JPH0318591A
JPH0318591A JP15025989A JP15025989A JPH0318591A JP H0318591 A JPH0318591 A JP H0318591A JP 15025989 A JP15025989 A JP 15025989A JP 15025989 A JP15025989 A JP 15025989A JP H0318591 A JPH0318591 A JP H0318591A
Authority
JP
Japan
Prior art keywords
doorsill
reinforcing beam
getting
inlet
sill
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP15025989A
Other languages
Japanese (ja)
Inventor
Yutaka Kamiya
豊 神谷
Kazuo Ito
和男 伊藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP15025989A priority Critical patent/JPH0318591A/en
Publication of JPH0318591A publication Critical patent/JPH0318591A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To form the doorsill at an elevator getting-on field which possesses the necessary strength through a simple work by installing a reinforcing beam having a groove-shape which is opened downward on the section, onto the undersurface of a doorsill plate arranged in the lower edge part of the inlet/outlet of the getting-on field. CONSTITUTION:In the installation of a doorsill, a plurality of installation metal fittings 4 are installed onto the lower part inner wall of the inlet/outlet of an elevator passage 1, keeping the prescribed intervals in the lateral direction, and a groove-shaped part is opened inward at an elevation point 1, and the bottom surface of the grooved part is fixed by an anchor bolt 5. Each doorsill receiving metal 6 is arranged at the height of a horizontal plane, and the downward bent surface is installed onto the side wall of the instgalation metal fitting 4 by bolts 7. Then, a reinforcing beam 13 and a doorsill plate 8 are placed onto the horizontal plane of the doorsill metal fitting 6 and installed by bolts 9. Further, mortar 10 is allowed to flow into the gap between the lower edge part 1a of the inlet/outlet of the elevator passage 1, inlet/outlet pillar 2, and the bent plane 13c on the getting-on fieled side of the reinforcing beam 13, and the floor of the getting-on field is finished. The top edge part of a toe guard 12 is fixed onto the bent plane 13d on the elevator passage side of the reinforcing beam 13 by screws.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、エレベータ乗場の敷居に関するもので、特に
、敷居の補強に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a sill of an elevator hall, and particularly to reinforcement of the sill.

[従来の技術] 従来のこの種のエレベータ乗場の敷居として、例えば、
実開昭60−35886号公報に掲載の技術がある。
[Prior Art] As a conventional threshold of this type of elevator landing, for example,
There is a technique disclosed in Japanese Utility Model Application Publication No. 60-35886.

第4図は従来のエレベータ乗場の敷居を示す正面図、第
5図は第4図の側面図である。
FIG. 4 is a front view showing the threshold of a conventional elevator landing, and FIG. 5 is a side view of FIG. 4.

図において、(1)は昇降路、(2)は乗場の出入口柱
、(3)は乗場の扉、(4)は昇降路(1)の出入口の
下部内壁に横方向に所定の間隔をおいてアンカーボルト
(5)で取付けられた取付金で、断面が昇降路(1)の
内方に開口する溝形をしたものである。(6)は前記取
付金(4)の溝形の両側壁にそれぞれ取付けられた断面
が略L字状をした敷居受金で、一面は水平に置かれ、他
面は下方に屈折して前記取付金(4)の溝形の側壁にボ
ルト(7)によって取付けられている。
In the figure, (1) is the hoistway, (2) is the entrance/exit pillar of the landing, (3) is the door of the landing, and (4) is the lower inner wall of the entrance/exit of the hoistway (1) at a predetermined interval in the horizontal direction. This is a fitting that is attached with an anchor bolt (5) and has a groove-shaped cross section that opens inward of the hoistway (1). (6) is a sill receiver with a substantially L-shaped cross section attached to each of the groove-shaped both side walls of the mounting bracket (4), one side of which is placed horizontally, and the other side is bent downward and It is attached to the channel-shaped side wall of the mounting bracket (4) by bolts (7).

(8)は前記敷居受金(6)の上面にボルト(9)によ
って取付けられて、乗場の出入口の下縁部を構成する敷
居板で、通常、アルミニウムの押出加工によって製作さ
れる。そして、その上面には乗場の扉(3)の脚(3a
)を案内する案内溝(8a)が設けられ、この案内溝(
8a)の底部には下に貫通する貫通孔(8b)が穿設さ
れている。
(8) is a sill plate that is attached to the upper surface of the sill receiver (6) with bolts (9) and constitutes the lower edge of the entrance/exit of the landing, and is usually manufactured by extrusion processing of aluminum. And on the top surface are the legs (3a) of the landing door (3).
) is provided with a guide groove (8a) that guides the guide groove (
A through hole (8b) penetrating downward is bored at the bottom of 8a).

(10)は前記昇降路(1)と出入口柱(2)の間を埋
め、乗場の仕上面を形戊するモルタル、(11)は施工
の際、前記モルタル(1o)が昇降路(1)に流れ出さ
ないようにせき止めるせき板、(12)は上端が前記敷
居板(8)に取付けられて垂直方向に下がったトーガー
ドである。
(10) is the mortar that fills the space between the hoistway (1) and the entrance/exit pillar (2) and forms the finished surface of the landing; (11) is the mortar that fills the space between the hoistway (1) and the entrance/exit post (2); The dam plate (12) is a toe guard whose upper end is attached to the sill plate (8) and is lowered vertically.

このように構成された従来のエレベータ乗場の敷居の据
付は、次のように行なわれる。
The installation of the conventional elevator landing sill constructed as described above is carried out as follows.

まず、複数個の取付金(4)を、昇降路(1)の出入口
の下部内壁に、横に所定の間隔をおいて、アンカーボル
ト(5)で固定する。次いで、各敷居受金(6)を、そ
の水平面の高さを揃え、下方に屈折した面を取付金(4
)の側壁にボルト(7)で取付ける。更に、敷居受金(
6)の水平面上に敷居板(8)を載せてボルト(9)で
取付ける。
First, a plurality of fittings (4) are fixed to the lower inner wall of the entrance/exit of the hoistway (1) at predetermined intervals laterally using anchor bolts (5). Next, align each sill receiver (6) with the horizontal planes at the same height, and align the downwardly bent surface with the mounting bracket (4).
) to the side wall with bolts (7). In addition, the threshold receipt (
Place the sill plate (8) on the horizontal surface of 6) and attach it with bolts (9).

そして、モルタル(10)を、昇降路(1)の出入口の
下縁部(1a)、出入口柱(2)、せき板(11)の間
隙に流し込んで、乗場の床回りを仕上げる。
Then, mortar (10) is poured into the gaps between the lower edge (1a) of the entrance/exit of the hoistway (1), the entrance/exit post (2), and the weir plate (11) to finish the floor area of the landing.

エレベータ乗場の敷居は、乗客や荷物台車の荷重を支持
するため、上記のように、取付金(4)等を所要数設置
するとともに、モルタル(10)を流し込んで必要な強
度を得ている。
In order to support the load of passengers and luggage trolleys, the threshold of the elevator hall is provided with the required number of mounting brackets (4), etc., as described above, and mortar (10) is poured in to obtain the necessary strength.

なお、敷居板(8)の案内溝(8a)に落ち込んだ塵埃
等の異物は貫通孔(8b)から排出されるので、異物に
よる扉(3)の開閉阻害が防止される。
Note that foreign matter such as dust that has fallen into the guide groove (8a) of the sill plate (8) is discharged from the through hole (8b), thereby preventing the foreign matter from interfering with the opening and closing of the door (3).

[発明が解決しようとする課題] ところが、従来のエレベータ乗場の敷居は、上記のよう
に構成されているから、乗場の出入口の幅が広く、敷居
の全長が長くなると、敷居の強度が不足するので、取付
金(4)等を多数設ける必要があった。したがって、敷
居の固定のために多大の作業工数を要していた。また、
据付、保守作業の際、誤って敷居の先端に人が乗るよう
なことがあると、この部分が変形する恐れがあった。
[Problems to be Solved by the Invention] However, since the threshold of a conventional elevator hall is configured as described above, when the width of the entrance to the hall is wide and the total length of the threshold becomes long, the strength of the threshold becomes insufficient. Therefore, it was necessary to provide a large number of mounting brackets (4) and the like. Therefore, a large number of man-hours were required to fix the threshold. Also,
If someone were to accidentally stand on the tip of the sill during installation or maintenance work, this part could become deformed.

そこで、本発明は簡易な作業によって所要の強度を得る
ことができるエレベータ乗場の敷居の提供を課題とする
ものである。
Therefore, it is an object of the present invention to provide a threshold for an elevator hall that can obtain the required strength through simple work.

[課題を解決するための手段] 本発明にかかるエレベータ乗場の敷居は、乗場の出入口
の下縁部に配設された敷居板の下面に、断面が下方に開
口する溝形をした補強梁を設けたものである。
[Means for Solving the Problems] The sill of an elevator landing according to the present invention includes a reinforcing beam having a groove-shaped cross section opening downward on the lower surface of the sill plate disposed at the lower edge of the entrance of the landing. It was established.

[作用] 本発明によれば、敷居板の下面に、断面が下方に開口す
る溝形をした補強梁を設けたので、敷居は所要の剛性を
得ることができる。また、この補強梁の乗場側の屈折面
は、昇降路の出入口の下縁と出入口柱との間隙にモルタ
ルを流し込むとき、モルタルが昇降路内に流れ出すのを
せき止める。
[Function] According to the present invention, a reinforcing beam having a groove-shaped cross section opening downward is provided on the lower surface of the sill plate, so that the sill can obtain the required rigidity. Further, the refracting surface of the reinforcing beam on the landing side prevents mortar from flowing into the hoistway when mortar is poured into the gap between the lower edge of the hoistway entrance and the doorway pillar.

更に、前記補強梁の昇降路側の屈折面にはトーガードの
取付けが可能である。
Furthermore, a toe guard can be attached to the refracting surface of the reinforcing beam on the hoistway side.

[実施例] 以下、本発明の実施例を第1図乃至第3図に基づいて説
明する。
[Example] Hereinafter, an example of the present invention will be described based on FIGS. 1 to 3.

第1図は本発明の一実施例のエレベータ乗場の敷居を示
す正面図、第2図は第1図の側面図、第3図は本発明の
一実施例を示すエレベータ乗場の敷居の要部のみの下面
図である。図中、第4図及び第5図と同一符号は従来の
構成部分と同一または相当する部分であるから、ここで
はその説明を省略する。
FIG. 1 is a front view showing a threshold of an elevator hall according to an embodiment of the present invention, FIG. 2 is a side view of FIG. 1, and FIG. 3 is a main part of a threshold of an elevator hall according to an embodiment of the present invention. FIG. In the drawings, the same reference numerals as in FIGS. 4 and 5 indicate parts that are the same as or correspond to conventional components, so their explanation will be omitted here.

図において、(13)は敷居板(8)の下面にボルト(
9)によって取付けられた補強梁で、断面が下方に開口
した溝形をなし、前記敷居板(8)とほぼ同じ長さの鋼
板で形成されている。前記補強梁(13)の底面(1 
3 a)には、敷居板(8)の貫通孔(8b)と対向す
る位置にごみの落し穴(13b)が穿設されており、乗
場側の屈折面(1 3 c)の先端部は昇降路(1)の
出入口の下縁部(1a)の角部に当接されている。この
屈折面(1 3 c)は施工の際、モルタル(10)が
昇降路(1)側に流れ出さないようにせき止めるのに必
要な部分に設けられている。また、補強梁(13)の昇
降路側の屈折面(13d)はトーガード(12)を取付
けるために必要な左右両端部に設けられている。また、
この補強梁(13)の底面(13a)の下側は敷居受金
(6)に載せられ、敷居板(8)とともに、ボルト(9
)によって敷居受金(6)に取付けられている。補強梁
(13)の昇降路側の屈折面(13d)には、トーガー
ド(12)がその上端部をねじ止めされて取付けられて
いる。
In the figure, (13) is a bolt (
This reinforcing beam is attached by the sill plate (8) and has a groove-shaped cross section with a downward opening, and is made of a steel plate with approximately the same length as the sill plate (8). The bottom surface (1) of the reinforcing beam (13)
3a) has a garbage trap hole (13b) in a position facing the through hole (8b) of the sill plate (8), and the tip of the refractive surface (13c) on the landing side It is in contact with the corner of the lower edge (1a) of the entrance/exit of the passageway (1). This refractive surface (1 3 c) is provided at a portion necessary to prevent the mortar (10) from flowing out toward the hoistway (1) during construction. Furthermore, the refracting surfaces (13d) on the hoistway side of the reinforcing beam (13) are provided at both left and right ends necessary for attaching the toe guard (12). Also,
The lower side of the bottom surface (13a) of this reinforcing beam (13) is placed on the sill supporter (6), and together with the sill plate (8), the bolt (9)
) is attached to the sill support (6). A toe guard (12) is attached to the refraction surface (13d) of the reinforcing beam (13) on the hoistway side by screwing its upper end.

上記のように構戊された本実施例のエレベータ乗場の敷
居の据付は、次のように行なわれる。
The installation of the threshold of the elevator hall of this embodiment constructed as described above is carried out as follows.

まず、従来例と同様に、複数個の取付金(4)を昇降路
(1)の出入口の下部内壁に、横に所定の間隔をおいて
、その溝形を昇降路(1)の内方に開口させ、溝形の底
面をアンカーボルト(5)で固定する。そして、各敷居
受金(6)をその水平面の高さを揃えて、下方に屈折し
た面を取付金(4)の側壁にボルト(7)で取付ける。
First, as in the conventional example, a plurality of fittings (4) are placed on the lower inner wall of the entrance/exit of the hoistway (1) at a predetermined interval laterally, and the grooves are aligned toward the inside of the hoistway (1). Open it and fix the bottom of the groove with an anchor bolt (5). Then, the horizontal surfaces of each sill holder (6) are aligned in height, and the downwardly bent surface is attached to the side wall of the mount (4) with bolts (7).

次に、敷居受金(6)の水平面上に補強梁(13)と敷
居板(8)を載せてボルト(9)で取付ける。更に、モ
ルタル(10)を、昇降路(1)の出入口の下縁部(l
a)、出入口柱(2)及び補強梁(13)の乗場側の屈
折面(1 3 c)との間隙に流し込んで、乗場の床回
りを仕上げる。そして、補強梁(13)の昇降路側の屈
折面(1 3 d)にトーガード(12)の先端部をね
じ止めする。
Next, the reinforcing beam (13) and the sill plate (8) are placed on the horizontal surface of the sill support (6) and attached with bolts (9). Further, the mortar (10) is applied to the lower edge (l) of the entrance/exit of the hoistway (1).
a) Finish the floor area of the landing by pouring it into the gap between the entrance pillar (2) and the reinforcing beam (13) and the refractive surface (1 3 c) on the landing side. Then, the tip of the toe guard (12) is screwed to the refraction surface (1 3 d) on the hoistway side of the reinforcing beam (13).

ところで、補強梁(13)を設けたことにより、敷居の
剛性が向上するので、上記構成における取付金(4)及
び敷居受金(6)の設置箇所は、乗場の出入口幅の両端
部の2箇所のみとすることも可能である。
By the way, by providing the reinforcing beam (13), the rigidity of the sill is improved, so the installation location of the mounting bracket (4) and the sill support (6) in the above configuration is 2 at both ends of the width of the entrance/exit of the hall. It is also possible to specify only the location.

なお、敷居板(8)の案内溝(8a)に落ち込んだ塵埃
等の異物は、貫通孔(8b)、貫通孔(13b)から排
出される。
Note that foreign matter such as dust that has fallen into the guide groove (8a) of the sill plate (8) is discharged from the through hole (8b) and the through hole (13b).

このように、本実施例のエレベータ乗場の敷居は、敷居
板(8)の下面に、断面が下方に開口する構形をした補
強梁(13)を設けたものである。
As described above, the threshold of the elevator hall of this embodiment is provided with a reinforcing beam (13) whose cross section is opened downward on the lower surface of the threshold plate (8).

したがって、本実施例によれば、敷居は所要の剛性を得
ることができるので、取付金(4)及び敷居受金(6)
の取付数を減らすことができて、据付作業の工数を低減
することができる。また、この補強梁(13)の乗場側
の屈折面(13c)は、据付の際、昇降路(1)の出入
口の下縁部(1a)と出入口柱(2)との間隙にモルタ
ル(10)を流し込むときのせき板としても作用するか
ら、別途せき板を設ける必要がない。なお、前記補強梁
の昇降路側の屈折面には、トーガードの取付けが可能で
ある。
Therefore, according to this embodiment, since the sill can obtain the required rigidity, the mounting bracket (4) and the sill support (6)
The number of installations can be reduced, and the man-hours for installation work can be reduced. In addition, during installation, the refractive surface (13c) of this reinforcing beam (13) on the landing side is covered with mortar (10 ) also acts as a weir plate when pouring, so there is no need to provide a separate weir plate. Note that a toe guard can be attached to the refracting surface of the reinforcing beam on the hoistway side.

ところで、上記実施例では、補強梁(13)の屈折面(
1 3 c)及び屈折面(13d)は、必要部分にだけ
設けているが、本発明を実施する場合には、これに限定
されるものではなく、全長に渡って設けることも可能で
ある。
By the way, in the above embodiment, the refraction surface (
1 3 c) and the refractive surface (13d) are provided only in necessary parts, but when implementing the present invention, the present invention is not limited to this, and it is also possible to provide them over the entire length.

[発明の効果] 以上のように、本発明のエレベータ乗場の敷居は、敷居
板の下面に、断面が下方に開口した溝形をなして前記敷
居板を支持する補強梁を設けたものである。したがって
、敷居は所要の剛性を得ることができるので、取付金、
敷居受金等の取付部材の設置数を減らすことができ、据
付作業工数を低減できる。また、この補強梁の乗場側の
屈折面は、据付の際、昇降路の出入口の下縁と出入口柱
との間隙にモルタルを流し込むときのせき板としても作
用するから、別途せき板を設ける必要がない。
[Effects of the Invention] As described above, the elevator landing sill of the present invention is provided with a reinforcing beam on the lower surface of the sill plate that has a groove shape with a downwardly opened cross section and supports the sill plate. . Therefore, the sill can obtain the required rigidity, so the mounting bracket,
The number of installation members such as sill supports can be reduced, and the number of installation work can be reduced. Additionally, during installation, the refracting surface of this reinforcing beam on the landing side also acts as a weir plate when pouring mortar into the gap between the lower edge of the hoistway entrance and the entrance/exit pillar, so a separate weir plate must be provided. There is no.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の一実施例のエレベータ乗場の敷居を示
す正面図、第2図は第1図の側面図、第3図は本発明の
一実施例を示すエレベータ乗場の敷居の要部のみの下面
図、第4図は従来のエレベータ乗場の敷居を示す正面図
、第5図は第4図の側面図である。 図において、 8:敷居板 8a:案内溝 13:補強梁 13c,13d二屈折面 である。 なお、図中、同一符号及び同一記号は同一または相当部
分を示すものである。
FIG. 1 is a front view showing a threshold of an elevator hall according to an embodiment of the present invention, FIG. 2 is a side view of FIG. 1, and FIG. 3 is a main part of a threshold of an elevator hall according to an embodiment of the present invention. 4 is a front view showing the threshold of a conventional elevator landing, and FIG. 5 is a side view of FIG. 4. In the figure, 8: Threshold plate 8a: Guide groove 13: Reinforcement beams 13c and 13d are two refractive surfaces. Note that in the drawings, the same reference numerals and symbols indicate the same or equivalent parts.

Claims (1)

【特許請求の範囲】 乗場の出入口の下縁部に配設されて、上面に案内溝が設
けられた敷居板と、 前記敷居板の下面に設けられて、断面が下方に開口する
溝形をした補強梁と を具備することを特徴とするエレベータ乗場の敷居。
[Scope of Claims] A sill plate disposed at the lower edge of a landing entrance and provided with a guide groove on its upper surface, and a groove-shaped cross section that is provided on the lower surface of the sill plate and whose cross section opens downward. A threshold for an elevator landing, characterized in that it is equipped with a reinforced beam.
JP15025989A 1989-06-13 1989-06-13 Doorsill at elevator getting-on field Pending JPH0318591A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15025989A JPH0318591A (en) 1989-06-13 1989-06-13 Doorsill at elevator getting-on field

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15025989A JPH0318591A (en) 1989-06-13 1989-06-13 Doorsill at elevator getting-on field

Publications (1)

Publication Number Publication Date
JPH0318591A true JPH0318591A (en) 1991-01-28

Family

ID=15493031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15025989A Pending JPH0318591A (en) 1989-06-13 1989-06-13 Doorsill at elevator getting-on field

Country Status (1)

Country Link
JP (1) JPH0318591A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008265939A (en) * 2007-04-19 2008-11-06 Mitsubishi Electric Building Techno Service Co Ltd Landing sill device for elevator
CN107640688A (en) * 2017-11-06 2018-01-30 湖州力奥电梯配件有限公司 A kind of high intensity slide rail type elevator toe guard
CN107651541A (en) * 2017-11-06 2018-02-02 湖州力奥电梯配件有限公司 A kind of resistance to deformation elevator toe guard
JP2019108175A (en) * 2017-12-15 2019-07-04 株式会社日立ビルシステム Elevator apparatus

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008265939A (en) * 2007-04-19 2008-11-06 Mitsubishi Electric Building Techno Service Co Ltd Landing sill device for elevator
CN107640688A (en) * 2017-11-06 2018-01-30 湖州力奥电梯配件有限公司 A kind of high intensity slide rail type elevator toe guard
CN107651541A (en) * 2017-11-06 2018-02-02 湖州力奥电梯配件有限公司 A kind of resistance to deformation elevator toe guard
JP2019108175A (en) * 2017-12-15 2019-07-04 株式会社日立ビルシステム Elevator apparatus

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