JPH02186064A - Scaffolding for installing dam waiter - Google Patents

Scaffolding for installing dam waiter

Info

Publication number
JPH02186064A
JPH02186064A JP687889A JP687889A JPH02186064A JP H02186064 A JPH02186064 A JP H02186064A JP 687889 A JP687889 A JP 687889A JP 687889 A JP687889 A JP 687889A JP H02186064 A JPH02186064 A JP H02186064A
Authority
JP
Japan
Prior art keywords
hoistway
landing
scaffolding
getting
field
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.)
Granted
Application number
JP687889A
Other languages
Japanese (ja)
Other versions
JPH07107327B2 (en
Inventor
Shinichi Iwata
岩田 新一
▲ひばり▼野 住雄
Sumio Hibarino
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 JP1006878A priority Critical patent/JPH07107327B2/en
Publication of JPH02186064A publication Critical patent/JPH02186064A/en
Publication of JPH07107327B2 publication Critical patent/JPH07107327B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)

Abstract

PURPOSE:To obtain an effective installation scaffolding in which the depth length is not restricted, by supporting an inclined member which is connected in turnable ways onto a supporting metal fitting fixed on a getting-on field floor, onto the rear wall of an elevator passage. CONSTITUTION:A supporting metal fitting 20 onto which the getting-on field side edge part of an inclined member 19 is connected is fixed with a getting-on field 3, and the inclined member 19 is bulged out an elevator passage 1. Then, the top edge part of the inclined member 19 is supported onto the rear wall of the elevator passage 1 so that the top edge side of the inclined member 19 is set high. A triangle is formed from the inclined member 19 and the horizontal plane for the getting-on field 3 and the rear wall 4 of the elevator passage positioned between the inclined member 19 and the getting-on field 3, and the strength for scaffolding is secured. Therefore, the need of the vertical member and the horizontal member is obviated, and the effective installation scaffolding can be obtained without restricting the height of the getting-on field and the depth length of the elevator passage.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

この発明は、ダムウェーク昇降路の上部乗場の開口から
上記昇降路に張り出して設けるダムウェーク据付用足場
に関するものである。
The present invention relates to a scaffold for installing a dumb wake that is provided so as to protrude from the opening of the upper landing of the dumb wake shaft into the hoistway.

【従来の技術】[Conventional technology]

第3図および第4図は、例えば特開昭60−19862
号公報に示された従来のエレベータ据付用足場を示す昇
降路上部の縦断側面図および横断平面図である。第3図
、第4図において、1はエレベータの昇降路、2は昇降
路1の最上部、3はエレベータの上部乗場の乗場床、4
は上記上部乗場と対向する昇降路の後壁、5は上記上部
乗場の開口、6は乗場床3から昇降路1に張り出して設
置された三角形足場であり、この三角足場6は次のよう
に構成されている。7は上記開口5の左右方向幅とほぼ
等しい寸法に左右方向長さが形成された支持板であり、
支持板7は複数のアンカボルト8によって上記乗場床3
上に固定されている。 9.9aは上記支持板7上の左右端部に固定された固定
金具、10,10aはビン11によって固定金具9,9
aにそれぞれ上下方向に回動可能に連結された垂直部材
である。そして、左右垂直部材10.10aと、水平部
材12,12aおよび傾斜部材13,13aの乗場側端
部がビン11およびピン15,15aによって固定金具
9,9aおよび垂直部材10,10aに連結され、水平
部材12,12aと傾斜部材13.13aとの先端部が
ピン14,14aによって連結されている。 さらに垂直部材10,10aにはステップ16の両端部
が固定され、水平部材12,12aに足場板17の両端
部が支持され、足場板17がボルト18などにより水平
部材12,12aに固定されている。 そして、上記三角足場6を設置するには、乗場床3上で
第3図の2点鎖線に示すように、三角足場6を組立て、
三角足場6を矢印Aに示すように、ピン11を軸として
昇降#!11内に張り出すように回動させ、傾斜部材1
3.13aの先端部を昇降路1の後壁4に当接させて支
持させることにより、昇降路4内に足場を設置している
Figures 3 and 4 are, for example, published in Japanese Patent Application Laid-open No. 1986-1986.
FIG. 2 is a vertical side view and a cross-sectional plan view of the upper part of a hoistway showing a conventional elevator installation scaffold shown in the above publication. In FIGS. 3 and 4, 1 is the elevator hoistway, 2 is the top of the hoistway 1, 3 is the landing floor of the upper landing of the elevator, and 4 is the top of the hoistway 1.
is the rear wall of the hoistway facing the upper landing, 5 is the opening of the upper landing, and 6 is a triangular scaffold installed extending from the landing floor 3 into the hoistway 1. This triangular scaffold 6 is constructed as follows. It is configured. 7 is a support plate whose length in the left and right direction is approximately equal to the width in the left and right direction of the opening 5;
The support plate 7 is attached to the landing floor 3 by a plurality of anchor bolts 8.
Fixed on top. 9.9a is a fixture fixed to the left and right ends of the support plate 7; 10, 10a are fixtures 9, 9 fixed to the bin 11
These are vertical members connected to each of the parts a so as to be rotatable in the vertical direction. Then, the landing side ends of the left and right vertical members 10.10a, the horizontal members 12, 12a, and the inclined members 13, 13a are connected to the fixtures 9, 9a and the vertical members 10, 10a by the bins 11 and pins 15, 15a, The distal ends of the horizontal members 12, 12a and the inclined members 13.13a are connected by pins 14, 14a. Further, both ends of the step 16 are fixed to the vertical members 10, 10a, both ends of a scaffolding board 17 are supported by the horizontal members 12, 12a, and the scaffolding board 17 is fixed to the horizontal members 12, 12a with bolts 18 or the like. There is. To install the triangular scaffold 6, assemble the triangular scaffold 6 on the landing floor 3 as shown by the two-dot chain line in FIG.
Triangular scaffolding 6 is raised and lowered around pin 11 as shown by arrow A #! 11 so as to extend into the inclined member 1.
Scaffolding is installed in the hoistway 4 by making the tip of 3.13a contact and support the rear wall 4 of the hoistway 1.

【発明が解決しようとする課題】[Problem to be solved by the invention]

従来のエレベータ据付用足場は、以上のように構成され
ているので、上部乗場の開口5の高さ寸法Hよりも三角
足場6の傾斜部材13,13aの長さ寸法りが短い場合
にしか使用できず、昇降路1の奥行き寸法Bにも制限を
受けろという問題点があった。また、上述した据付用足
場はニレベタ用足場であり、乗場の開口と昇降路とが小
さいダムウェータでは三角足場を構成する部材が必要以
上に多くなるという問題点もあった。 この発明は、上記のような問題点を解決するためになさ
れたもので、乗場の開口の高さ寸法や昇降路の奥行き寸
法と関係なく昇降路に設置でき、また足場を構成する部
材が少ないダムウェータ据付用足場を得ることを目的と
している。
Since the conventional elevator installation scaffold is constructed as described above, it is used only when the length dimension of the inclined members 13, 13a of the triangular scaffold 6 is shorter than the height dimension H of the opening 5 of the upper landing. However, there was a problem in that the depth dimension B of the hoistway 1 was also limited. Further, the above-mentioned installation scaffold is a scaffold for elm, and in a dumbwaiter where the opening of the landing and the hoistway are small, there is also the problem that the number of members constituting the triangular scaffold is more than necessary. This invention was made to solve the above-mentioned problems, and can be installed in a hoistway regardless of the height of the opening of the landing or the depth of the hoistway, and there are fewer members that make up the scaffolding. The purpose is to obtain scaffolding for installing a dumbwaiter.

【課題を解決するための手段】[Means to solve the problem]

この発明に係るダムウェーク据付用足場は、乗場床に固
定される支持金具に上下方向に回動可能に連結された斜
め部材を、ダムウェーク昇降路の上部乗場の開口から上
記昇降路に張り出し、上記斜め部材を上記上部乗場と対
向する昇降路の後壁に支持させ、上記斜め部材に足場床
を支持固定したものである。
The scaffold for installing a dumb wake according to the present invention has a diagonal member connected to a supporting metal fitting fixed to a landing floor so as to be rotatable in the vertical direction, and extends from an opening of an upper landing of a dumb wake hoistway into the hoistway, and A member is supported on the rear wall of the hoistway facing the upper landing, and a scaffolding floor is supported and fixed to the diagonal member.

【作用】[Effect]

この発明におけるダムウェータ据付用足場は、斜め部材
の乗場側端部が連結された支持金具を乗場床に固定し、
上記斜め部材を昇降路に張り出し、斜め部材を先端側が
高くなるように傾斜させて?゛[め部材の先端部を昇降
路の後壁に支持させることにより、斜め部材と乗場床に
水平な面と、これらの間に位置する昇降路後壁とで三角
形が形成され、足場としての強度を確保することができ
、従来のエレベータ据付用足場で用いていた垂直部材、
水平部材が不要になり乗場の高さ寸法、昇降路の奥行き
方向の制限を受けることもない。
The scaffold for installing a dumbwaiter in this invention fixes a support fitting to which the landing side end of the diagonal member is connected to the landing floor,
Extend the diagonal member into the hoistway and tilt the diagonal member so that the tip side is higher? By supporting the tip of the member on the rear wall of the hoistway, a triangle is formed between the diagonal member, a plane horizontal to the landing floor, and the rear wall of the hoistway located between them, which can be used as a scaffold. Vertical members that can ensure strength and are used in conventional elevator installation scaffolding.
There is no need for a horizontal member, and there are no restrictions on the height of the landing or the depth of the hoistway.

【実施例] 以下、この発明の実施例を図について説明する。 第1図はこの発明の一実施例による昇降路上部の縦断面
図である。第1図において、第3図、第4図と同一符号
は同一または相当部分を示し、19は斜め部材、20は
支持金具であり、支持金共20は水平部が乗場床3にア
ンカポル)・8とナツトとによって固定され、垂直部に
ピン11によって斜め部材19の基端部すなわち乗場側
端部が上下方向に回動可能に連結されている。21は受
は金具であり、受は金具21は一端部がピン22によっ
て斜め部材19の反乗場側端部すなわち先端部に上下方
向に回動可能に連結されている。23は斜め部材19の
乗場側端部の外側面に設けられた斜め部材19の使用限
界角度を示す線である。24は斜め部材19、支持金具
20、受は金具21、ピン11およびピン22によって
構成された側枠である。 次に、この実施例によるダムウェータ据付用足場の組立
て手順について説明する。斜め部材19が線23で示す
使用限界内の角度で先端側が高い傾斜で配置されるよう
にアンカボルト8を乗場床3に打ち、側枠24を昇降路
1へ持ち出し、支持金具20をアンカポAI−8に固定
する。昇降路の後壁4の乗場床3より上方の部分に受は
金具21の一端部と直交する他端部を垂直に支持させる
。 上記作業を左右側枠24について行い、これらの側枠2
4の互いに平行に配置された斜め部材19上に足場板1
7を乗場側から乗せ、足場板17をボルト18などによ
り斜め部材19に固定し、足場を構成する。 そして、上記実施例は昇降路1の奥行き寸法が小さい時
には斜め部材19を乗場床3に取り付けるための支持金
具20を乗場の出入口となる開口5より遠くに位置させ
る乙とて対処できる。 また、第2図に示す他の実施例は、前後に分割した斜め
部材19a、19bQ備え、これらの斜め部材19a、
1.9bの対向端間に跨がらせてジヨイント金具25を
当て、レヨイン)・金具25に設けた前後長穴27にそ
れぞれ押通したボルト26を斜め部材19a、19bに
締付け、斜め部材19a、19bをジ・ヨイノト金具2
5を介して連結し、これらの全長を伸縮可能とし、乗場
の開口5から適宜の奥行き寸法だけ離れた位置に設けら
れたアンカボルト8に支持金具20を固定し、斜め部材
19a、19bとレヨイント金兵25とにより、全長を
昇降路1の奥行き寸法に合わせて調節することができる
。なお、第2図に示す実施例の上述した以外の構成は、
第1図に示すものと同様である。 【発明の効果】 以上説明したように、この発明によれば斜め部材の乗場
01σ端部が連結された支持金具を乗場床に固定し、上
記斜め部材を昇降路に張り出し、斜め部材を先端側が高
くなるように傾斜させて斜め部材の先端部を昇降路の後
壁に支持させることにより、斜め部材と、乗場床に水平
な面とこれらの間に位置する昇降路後壁とで三角形が形
成され、足場としての強度を確保することができる。従
って従来のエレベータ据付用足場で用いていた垂直部材
、水平部材などの機材が不要になり、足場を構成する部
材が少なくてすみ、また乗場の開口の高さ寸法、昇降路
の奥行き寸法に制限を受けることがなく、昇降路の寸法
が小さなダムウェータにとくに有効な据付用足場が得ら
れるという効果がある。
[Example] Hereinafter, an example of the present invention will be described with reference to the drawings. FIG. 1 is a vertical sectional view of the upper part of the hoistway according to an embodiment of the present invention. In FIG. 1, the same reference numerals as in FIGS. 3 and 4 indicate the same or equivalent parts, 19 is a diagonal member, 20 is a support metal fitting, and the horizontal part of the support metal 20 is anchored to the landing floor 3). 8 and a nut, and the base end portion of the diagonal member 19, that is, the landing side end portion, is connected to the vertical portion by a pin 11 so as to be rotatable in the vertical direction. Reference numeral 21 denotes a metal fitting, and one end of the metal fitting 21 is connected by a pin 22 to the end portion of the diagonal member 19 opposite to the landing area, that is, the tip portion thereof, so as to be rotatable in the vertical direction. Reference numeral 23 is a line provided on the outer surface of the end of the diagonal member 19 on the landing side, indicating the limit angle of use of the diagonal member 19. Reference numeral 24 designates a side frame composed of a diagonal member 19, a support fitting 20, a receiving metal fitting 21, a pin 11, and a pin 22. Next, a procedure for assembling a scaffold for installing a dumbwaiter according to this embodiment will be explained. Drive the anchor bolt 8 into the landing floor 3 so that the diagonal member 19 is arranged at an angle within the usage limit shown by the line 23 with the tip side highly inclined, take the side frame 24 to the hoistway 1, and attach the support fitting 20 to the anchor point AI. Fixed at -8. A support is provided on a portion of the rear wall 4 of the hoistway above the landing floor 3 to vertically support one end of the metal fitting 21 and the other end perpendicular to the other end. Perform the above work on the left and right side frames 24, and
Scaffolding board 1 is placed on diagonal members 19 arranged parallel to each other.
7 is placed from the landing side, and the scaffold board 17 is fixed to the diagonal member 19 with bolts 18 or the like to form a scaffold. In the embodiment described above, when the depth dimension of the hoistway 1 is small, the support fitting 20 for attaching the diagonal member 19 to the landing floor 3 can be located farther away from the opening 5 serving as the entrance/exit of the landing. Further, another embodiment shown in FIG. 2 includes diagonal members 19a, 19bQ divided into front and rear parts, and these diagonal members 19a,
1.9b, and apply the joint fitting 25 across the opposite ends of the joint 1.9b, and tighten the bolts 26, which are pushed through the front and rear long holes 27 provided in the joint 25, to the diagonal members 19a and 19b. Attach 19b to the fittings 2
The supporting metal fittings 20 are fixed to the anchor bolts 8 which are connected through the anchor bolts 8, which are connected via the diagonal members 19a and 19b, and which are extendable and retractable over their entire length. The total length can be adjusted according to the depth dimension of the hoistway 1 by using the metal armor 25. Note that the configuration of the embodiment shown in FIG. 2 other than the above is as follows.
It is similar to that shown in FIG. Effects of the Invention As described above, according to the present invention, the support fitting to which the landing 01σ end of the diagonal member is connected is fixed to the landing floor, the diagonal member is extended onto the hoistway, and the tip side of the diagonal member is fixed to the landing floor. By tilting the diagonal member higher and supporting the tip of the diagonal member on the rear wall of the hoistway, a triangle is formed between the diagonal member, a plane horizontal to the landing floor, and the rear wall of the hoistway located between them. This ensures the strength of the scaffolding. This eliminates the need for vertical members, horizontal members, and other equipment used in conventional elevator installation scaffolding, reducing the number of components needed to construct the scaffold, and limiting the height of the landing opening and the depth of the hoistway. This has the effect of providing an especially effective installation scaffold for dumbwaiters with small hoistway dimensions.

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

第1図および第2図はこの発明の一実施例によるダムウ
ェータ据付用足場を示す昇降路上部の縦断側面図、第3
図は従来のエレベータ据付用足場を示す第1図相当図、
第4図は同昇降路の横断平面図である。 1 昇降路、3 乗場床、4 昇降路の後壁、5 上部
乗場の開口、17 足場床、19,19a、  19 
b斜め部材、20 支持金共、21受は金具。 なお、図中同一符号(よ同−又は相当部分を示す。 第1図
1 and 2 are vertical sectional side views of the upper part of the hoistway showing a scaffold for installing a dumbwaiter according to an embodiment of the present invention;
The figure is a diagram equivalent to Figure 1 showing a conventional elevator installation scaffold.
FIG. 4 is a cross-sectional plan view of the hoistway. 1 Hoistway, 3 Landing floor, 4 Rear wall of hoistway, 5 Opening of upper landing, 17 Scaffolding floor, 19, 19a, 19
b Diagonal member, 20 support metal, 21 support are metal fittings. In addition, the same reference numerals in the figures (same or equivalent parts are indicated. Figure 1)

Claims (1)

【特許請求の範囲】[Claims] ダムウエータ昇降路の上部乗場の開口から上記昇降路に
張り出し上記上部乗場と対向する上記昇降路の後壁に支
持される斜め部材と、上記上部乗場の乗場床に固定され
上記斜め部材の乗場側端部が上下方向への回動可能に連
結された支持金具と、上記斜め部材に支持固定される足
場床とを備えたことを特徴とするダムウエータ据付用足
場。
a diagonal member extending from the opening of the upper landing of the dumbwaiter hoistway into the hoistway and supported by the rear wall of the hoistway facing the upper landing; and a landing side end of the diagonal member fixed to the landing floor of the upper landing. 1. A scaffold for installing a dam waiter, comprising: a support fitting connected to the vertically rotatable portion; and a scaffold floor supported and fixed to the diagonal member.
JP1006878A 1989-01-13 1989-01-13 Scaffolding for dam waiter installation Expired - Lifetime JPH07107327B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1006878A JPH07107327B2 (en) 1989-01-13 1989-01-13 Scaffolding for dam waiter installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1006878A JPH07107327B2 (en) 1989-01-13 1989-01-13 Scaffolding for dam waiter installation

Publications (2)

Publication Number Publication Date
JPH02186064A true JPH02186064A (en) 1990-07-20
JPH07107327B2 JPH07107327B2 (en) 1995-11-15

Family

ID=11650481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1006878A Expired - Lifetime JPH07107327B2 (en) 1989-01-13 1989-01-13 Scaffolding for dam waiter installation

Country Status (1)

Country Link
JP (1) JPH07107327B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6160225A (en) * 1984-08-31 1986-03-27 Hino Motors Ltd Automatic thin plate drilling device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6160225A (en) * 1984-08-31 1986-03-27 Hino Motors Ltd Automatic thin plate drilling device

Also Published As

Publication number Publication date
JPH07107327B2 (en) 1995-11-15

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