JPS595024Y2 - Weir board at elevator landing - Google Patents

Weir board at elevator landing

Info

Publication number
JPS595024Y2
JPS595024Y2 JP1976015171U JP1517176U JPS595024Y2 JP S595024 Y2 JPS595024 Y2 JP S595024Y2 JP 1976015171 U JP1976015171 U JP 1976015171U JP 1517176 U JP1517176 U JP 1517176U JP S595024 Y2 JPS595024 Y2 JP S595024Y2
Authority
JP
Japan
Prior art keywords
fixed
landing
weir
elevator
board
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.)
Expired
Application number
JP1976015171U
Other languages
Japanese (ja)
Other versions
JPS52106968U (en
Inventor
久夫 加藤
Original Assignee
三菱電機株式会社
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 三菱電機株式会社 filed Critical 三菱電機株式会社
Priority to JP1976015171U priority Critical patent/JPS595024Y2/en
Publication of JPS52106968U publication Critical patent/JPS52106968U/ja
Application granted granted Critical
Publication of JPS595024Y2 publication Critical patent/JPS595024Y2/en
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 この考案はエレベータの乗場床部に設けられる堰板の改
良に関するものである。
[Detailed Description of the Invention] This invention relates to an improvement of a weir plate provided on an elevator landing floor.

第1図〜第3図において従来例を説明する。A conventional example will be explained with reference to FIGS. 1 to 3.

上部を懸架され出入口1を開閉するドア2の下端には案
内片3が取付けられ敷居装置4の敷居5に設けられた案
内溝5a内を案内される。
A guide piece 3 is attached to the lower end of a door 2 whose upper part is suspended and which opens and closes an entrance/exit 1, and is guided in a guide groove 5a provided in a threshold 5 of a threshold device 4.

、二の敷居装置4は敷居5の下面に銅板の基礎プレート
6が適当間隔に配置されたボルト7で固定されており、
さらに基礎プレート6には支持謀アングル8の上辺8a
がボルト9により固定されている。
, the second threshold device 4 has a copper base plate 6 fixed to the lower surface of the threshold 5 with bolts 7 arranged at appropriate intervals,
Furthermore, the upper side 8a of the support angle 8 is attached to the base plate 6.
is fixed with bolts 9.

この状態で敷居装置4は敷居5の上面5bを建物の床仕
上予定面10の高さに合わせ支持アングル8の垂直片8
bをアンカーボルト11で建物の壁12に固定する。
In this state, the sill device 4 aligns the upper surface 5b of the sill 5 with the height of the planned floor surface 10 of the building, and the vertical piece 8 of the support angle 8
b is fixed to the wall 12 of the building with an anchor bolt 11.

その後敷居5の前端5Cをエレベータから構成される装
置に支持アングル8の上辺8aに設けられた長穴(図示
せず)で調整し、ボルト9を完全に固定する。
Thereafter, the front end 5C of the sill 5 is adjusted to a device consisting of an elevator using an elongated hole (not shown) provided in the upper side 8a of the support angle 8, and the bolt 9 is completely fixed.

尚建物の組法10 aは仕上塗りを予定しているためと
、施工誤差により床仕上予定面10より約50 mm−
200mm程度低く、施工されている。
In addition, building method 10a is approximately 50 mm-
It has been constructed approximately 200mm lower.

また建物の壁12は施工誤差で、敷居5の後端5dより
も約30 mm−100mm程度控えて施工されている
ため敷居装置4ど建物の組法10 aおよび建物の壁1
2の間にはかなり大きな空間B(第1図)ができる。
Furthermore, due to construction errors, the wall 12 of the building is constructed approximately 30 mm to 100 mm away from the rear end 5d of the sill 5, so the sill device 4, building assembly method 10a, and wall 1 of the building
A fairly large space B (Fig. 1) is created between the two.

またこの空間は建物の階床毎に変化している。Additionally, this space changes on each floor of the building.

従来この空間Bを塞ぐ方法としては、適当間隔で建物の
組法10 aに施工されたアンカーボルト19と基礎プ
レート6に鉄棒13を渡し両端はその各々に溶接する。
Conventionally, as a method of closing this space B, iron rods 13 are passed between the anchor bolts 19 and the foundation plate 6 installed at appropriate intervals in the construction method 10a of the building, and both ends are welded to each of them.

さらに適当な堰板14を針金15で、上記鉄棒15に固
定し、その上からモルタル16を流し込み空間Bを塞い
でいた。
Further, a suitable weir plate 14 was fixed to the iron rod 15 with a wire 15, and a mortar 16 was poured over it to close the space B.

しかしこのようにすると建物の階床毎に異る大きさの空
間Bに対しては鉄棒13の長さおよび堰板14の大きさ
を変更する必要があると共に、エレベータの大きさによ
り変化する出入口1の巾寸法に対処するためには現場毎
に大きさの異る鉄棒13と堰板14を用意する必要から
工場で量産することは全く不可能であり据付現場で現物
合せで作っているのが実状であった。
However, if this is done, it is necessary to change the length of the iron rod 13 and the size of the weir plate 14 for the space B, which has a different size for each floor of the building, and the entrance/exit changes depending on the size of the elevator. In order to cope with the width dimension 1, it is necessary to prepare iron bars 13 and weir plates 14 of different sizes for each site, so it is completely impossible to mass produce them in a factory, so they are made by matching the actual items at the installation site. was the actual situation.

また上記の鉄棒13の溶接および堰板14の固定に多大
の作業時間を要するという、欠点があった。
Another disadvantage is that welding the iron rod 13 and fixing the weir plate 14 require a large amount of work time.

この考案は前記空間Bの大きさが変化しても容易に対処
するため一定寸法の量産部品を使用し、固定のための作
業時間を大巾に短縮することを実現し、据付作業の能率
を大巾に向上させることにある。
This idea uses mass-produced parts with fixed dimensions to easily cope with changes in the size of the space B, which greatly reduces the work time for fixing, and improves the efficiency of installation work. The aim is to improve it drastically.

第4図〜第6図においてこの考案の一実施例を説明する
An embodiment of this invention will be explained with reference to FIGS. 4 to 6.

17は等間隔で穴開けされた適当板厚の市販の多孔鋼板
で巾寸法Cおよび長さ寸法りを一定に切断した堰板材で
ある。
Reference numeral 17 is a weir plate material, which is a commercially available perforated steel plate of an appropriate thickness with holes drilled at equal intervals and cut to a constant width dimension C and length dimension.

18は基礎プレー1−6に上記堰板17の穴間層の整数
倍の間隔で適当数設けられたフックである。
A suitable number of hooks 18 are provided on the base play 1-6 at intervals that are an integral multiple of the inter-hole layers of the weir plate 17.

このフック18に堰板材17の一端の穴に引掛は建物の
組法に沿わせ適当に曲げ一他端をアンカーボルト19で
゛固定する。
This hook 18 is hooked into a hole at one end of the weir plate 17, and the other end is fixed with an anchor bolt 19 by bending it appropriately in accordance with the construction method of the building.

また出入口中の大きさには上記堰板材17の重なり寸法
Eを調整するか、堰板材17の枚数を増減すればどのよ
うな変化にも対応できる。
Furthermore, any changes in the size of the entrance/exit can be accommodated by adjusting the overlapping dimension E of the weir plates 17 or by increasing or decreasing the number of weir plates 17.

上記のように固定した堰板材17の上にモルタル16を
流し込めば固定作業は完了となる。
The fixing work is completed by pouring the mortar 16 onto the weir plate material 17 fixed as described above.

この考案によれば、階床毎およびエレベータ乗場きさ毎
に異る前記鉄棒13および堰板14が不要となり部品の
統一ができひいては部品代が安価となる。
According to this invention, the iron rods 13 and the weir plates 14, which are different for each floor and elevator landing size, are no longer required, and the parts can be unified and the cost of parts can be reduced.

また溶接作業がなくなると共にめんどうな堰板14の固
定作業がなくなるため、固定に要する作業時間が大巾に
短縮され据付の作業性が向上する。
Further, since welding work is eliminated and the troublesome work of fixing the weir plate 14 is eliminated, the work time required for fixing is greatly shortened and the workability of installation is improved.

さらに第7図に他の実施例を示す。Further, FIG. 7 shows another embodiment.

6aは基礎プレートの後端を上向に折曲げて係合部を形
成し堰板材17の一端17 aも折曲げて互いに係合さ
せる。
6a bends the rear end of the base plate upward to form an engaging portion, and also bends one end 17a of the weir plate material 17 to engage with each other.

さらに堰板材17の他端17 bをモルタルに喰いこむ
ように折曲げればアンカーボルトの施工作業が省略でき
据付の作業時間が更に少くなる。
Furthermore, if the other end 17b of the weir plate material 17 is bent so as to bite into the mortar, the work of installing anchor bolts can be omitted, and the work time for installation can be further reduced.

なお、上記実施例の多孔鋼板17はモルタル16との密
着性をよくし、長い間使用していても、相対ずれを生じ
ないように配慮したものであり、他の実施例としては亜
鉛鉄板の片側に金鋼を溶接した部材を前記したCおよび
Dの寸法を一定に切断し7、フック1B側およびアンカ
ーボルト19側に適当間隔に穴開けしたものでも同様の
効果が得られることは明らかである。
Note that the perforated steel plate 17 in the above embodiment is designed to have good adhesion with the mortar 16 and to prevent relative displacement even when used for a long time. It is clear that the same effect can be obtained by cutting a member welded with gold steel on one side to the dimensions C and D described above7, and drilling holes at appropriate intervals on the hook 1B side and the anchor bolt 19 side. be.

この考案は以上に述べたとおり、敷居装置と乗場粉床お
よび建物の壁との間に生ずる空間を封塞するエレベータ
乗場の堰板を、一側が敷居装置下部の建物の壁側に設け
られた保合部に、保合固定され、中央部が空間側に屈曲
され、他側が乗場粉床に係合固定される一定寸法の堰板
付所定枚数で構成したので、上記空間の種々の大きさに
対し、標準化された堰板材を使用でき、据付作業の能率
を大巾に向上できるという効果がある。
As mentioned above, this idea is based on the idea that one side of the barrier plate of the elevator landing, which seals off the space created between the threshold device, the landing powder floor, and the wall of the building, is provided on the wall side of the building below the threshold device. It is made up of a predetermined number of weir plates of a certain size that are fixed and fixed to the holding part, the center part is bent toward the space, and the other side is engaged and fixed to the landing powder floor, so it can be used for various sizes of the space. On the other hand, standardized weir plate materials can be used, and the efficiency of installation work can be greatly improved.

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

第1図は従来の敷居装置部分を昇降路側から見た図、第
2図は第1図のII −II断面図、第3図はモルタル
を流し込んだ状態を示す図で第2図と同一個所の図、第
4図はこの考案による堰板材の一例を示す図、第5図は
第4図の堰板を取付けた図、第6図は第5図のVI−V
I断面図、第7図はこの考案の他の実施例を示す図であ
る。 図中、2はドア、4は敷居、5は敷居、10aは組法、
17には堰板材である、なお図中同一部分または相当部
分には同一符号が付しである。
Figure 1 is a view of the conventional sill device as seen from the hoistway side, Figure 2 is a sectional view taken along line II-II in Figure 1, and Figure 3 is a diagram showing the state in which mortar has been poured, showing the same location as Figure 2. Figure 4 is a diagram showing an example of the weir plate material according to this invention, Figure 5 is a diagram with the weir plate of Figure 4 attached, and Figure 6 is a diagram showing VI-V of Figure 5.
7 is a cross-sectional view showing another embodiment of this invention. In the figure, 2 is the door, 4 is the threshold, 5 is the threshold, 10a is the assembly method,
Reference numeral 17 indicates a weir plate material, and the same or equivalent parts in the drawings are given the same reference numerals.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)エレベータ乗場の床面に固定されて乗場側ドアの
開閉を案内する敷居装置と仕上げ前の乗場組法および建
物の壁との間に生ずる空間を封塞し、モルタルにより埋
込まれるエレベータ乗場の堰板において、一側が上記敷
居装置下部の建物の壁側に設けられた保合部に保合固定
され中央部が上記空間側に屈曲され、他側が上記組法に
保合固定される一定寸法の堰板材を所定枚数設けたこと
を特徴とするエレベータ乗場の堰板。
(1) An elevator that is embedded with mortar and seals the space created between the threshold device that is fixed to the floor of the elevator landing and guides the opening and closing of the landing side door, and the unfinished landing assembly and the wall of the building. In the weir board of the landing, one side is secured and fixed to the retaining part provided on the wall side of the building below the threshold device, the central part is bent toward the space side, and the other side is secured and fixed to the above assembly method. A weir board for an elevator landing, characterized in that a predetermined number of weir board materials of a certain size are provided.
(2)上記(1)において、堰板材を多孔板とし、敷居
装置下部の保合部を突起とするとともに、この突起およ
び乗場組法に設けられたアンカーボルトに堰板の孔が係
合固定されるエレベータ乗場の堰板。
(2) In (1) above, the weir plate material is a perforated plate, the retaining part at the bottom of the sill device is a protrusion, and the hole in the weir plate is engaged and fixed with the protrusion and the anchor bolt provided in the landing assembly method. The dam board of the elevator landing.
(3)上記(1)において、堰板材の一側を折曲げて敷
居装置下部の保合部と係合させることにより、また他側
は組法面に対して起立形成された起立片をモルタル内に
埋設させることにより保合固定したエレベータ乗場の堰
板。
(3) In (1) above, by bending one side of the weir board material and engaging it with the retaining part at the bottom of the sill device, and on the other side, the upright piece formed upright against the assembling surface is placed in the mortar. A weir board for an elevator landing that is fixed and fixed by being buried inside.
JP1976015171U 1976-02-12 1976-02-12 Weir board at elevator landing Expired JPS595024Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1976015171U JPS595024Y2 (en) 1976-02-12 1976-02-12 Weir board at elevator landing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1976015171U JPS595024Y2 (en) 1976-02-12 1976-02-12 Weir board at elevator landing

Publications (2)

Publication Number Publication Date
JPS52106968U JPS52106968U (en) 1977-08-15
JPS595024Y2 true JPS595024Y2 (en) 1984-02-15

Family

ID=28475412

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1976015171U Expired JPS595024Y2 (en) 1976-02-12 1976-02-12 Weir board at elevator landing

Country Status (1)

Country Link
JP (1) JPS595024Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2020245899A1 (en) * 2019-06-04 2020-12-10
EP4046952A4 (en) * 2019-10-18 2023-06-28 Hitachi, Ltd. Elevator landing sill device and elevator device equipped with same

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5132185Y2 (en) * 1971-03-31 1976-08-11

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2020245899A1 (en) * 2019-06-04 2020-12-10
WO2020245899A1 (en) * 2019-06-04 2020-12-10 株式会社日立製作所 Elevator landing sill device
EP4046952A4 (en) * 2019-10-18 2023-06-28 Hitachi, Ltd. Elevator landing sill device and elevator device equipped with same

Also Published As

Publication number Publication date
JPS52106968U (en) 1977-08-15

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