JP2011063953A - Hoistway protection equipment of opening for lift communicating with respective upper and lower stories of multistoried building - Google Patents

Hoistway protection equipment of opening for lift communicating with respective upper and lower stories of multistoried building Download PDF

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JP2011063953A
JP2011063953A JP2009213595A JP2009213595A JP2011063953A JP 2011063953 A JP2011063953 A JP 2011063953A JP 2009213595 A JP2009213595 A JP 2009213595A JP 2009213595 A JP2009213595 A JP 2009213595A JP 2011063953 A JP2011063953 A JP 2011063953A
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protection device
panel plate
elevator
hoistway
hoistway protection
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Isao Noda
功 野田
Yoshihiro Kanzaki
賀弘 神崎
Kuniaki Nakamura
邦明 中村
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Sansei Kenki Co Ltd
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Sansei Kenki Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide hoistway protection equipment for a construction elevator, which can immediately cope with and close a changing gap between the floor surface and a lower portion of a panel plate of the hoistway protection equipment for the construction elevator, when the gap between them is changed according to the thickness of concrete placed on each story. <P>SOLUTION: Characteristically, this hoistway protection equipment for a lift passing through the respective stories includes a support, and an opening/closing door to which a panel plate is attached by utilizing the support and which is used to carry an article into the lift; the panel plate is provided with a sliding portion; and a screen member is attached in a vertically movable manner to the sliding portion. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、多層建築物の各上下階に通じる昇降機用の開口部を囲むことで安全を確保するための昇降路保護装置に関するものである。   The present invention relates to a hoistway protection device for securing safety by surrounding an opening for an elevator that leads to each upper and lower floor of a multi-layer building.

ビルやマンションなどの多層建築物を建設する場合に、建設資材や作業員を各階に搬送するために、当該建設中の建築物の各階において、その各上下階に通じる開口部を設け、各開口部を上下する昇降機を設置していた。しかし、各階において、前記開口部への侵入を阻むものは設置されていなかった。   When building multi-layered buildings such as buildings and condominiums, in order to transport construction materials and workers to each floor, each floor of the building under construction is provided with openings leading to the upper and lower floors. An elevator that moves up and down was installed. However, on each floor, there was no installation that prevented entry into the opening.

このように、各上下階へ通じる昇降機用の開口部において、作業者が転落する恐れ、あるいは建設資材が落下する恐れが多分にある状況を放置することは好ましくない。このために、各上下階に通じる昇降機用の開口部の周囲を囲う、囲いを設けていた。このような昇降機用の囲いのうち、本出願人が特開2005−206350で提案した工事用エレベーターの昇降路保護装置は、前記昇降機用の開口部の周囲を囲うだけでなく、工事が進み各階に打設されるコンクリートの自重により、上階の天井面が下がり、当該天井面と床面との間隔が狭まることに対応するために、開口部の周囲に支柱を設けるとともに、当該支柱を利用して開口部を囲む囲みを設け、また囲みの一部に昇降機への乗り降りのための開口部を設け、さらに設置後工事中における床面と天井面の間隔の変化に応じて伸縮可能な伸縮部を支柱に設けた工事用エレベーターの昇降路保護装置というものである。上記工事用エレベーターの昇降路保護装置において、パネル板を用いて囲いの主要部を構成しているが、パネル板下部と床面との間に関しては、隙間が生じるために可撓性板材などのゴム製の板材で塞ぐことにしている。   As described above, it is not preferable to leave a situation in which there is a possibility that an operator may fall or a construction material may fall in the elevator openings leading to the upper and lower floors. For this purpose, an enclosure surrounding the opening for the elevator that leads to the upper and lower floors is provided. Among such elevator enclosures, the construction elevator hoistway protection device proposed by the present applicant in Japanese Patent Application Laid-Open No. 2005-206350 not only surrounds the opening for the elevator, but the construction progresses on each floor. In order to cope with the fact that the ceiling surface of the upper floor is lowered due to the dead weight of the concrete placed on the floor and the distance between the ceiling surface and the floor surface is narrowed, a column is provided around the opening and the column is used. In addition, an enclosure surrounding the opening is provided, and an opening for getting into and out of the elevator is provided in a part of the enclosure, and it can be expanded and contracted according to changes in the distance between the floor surface and the ceiling surface during construction after installation It is a hoistway protection device for a construction elevator with a section provided on a support column. In the hoistway protection device for construction elevators described above, the main part of the enclosure is configured using a panel plate, but there is a gap between the lower part of the panel plate and the floor surface. It is decided to close it with a rubber plate.

しかしながら、前記可撓性板材などのゴム製の板材で塞ぐことにしても、作業者がその都度立て掛けておくというものであるので容易に倒れてしまう場合がある。この場合、作業者が確認次第、再度前記可撓性板材をパネル板の下部に立て掛けることとしているが、常に監視しなくてはならずその負担が大である。またパネル板の下部に当該可撓性板材を針金などの固定具で固定することもできる。しかし、工事の経過に伴って、各階の床面にコンクリートを打設すると、そのコンクリートの厚みによって上記パネル板の下部と床面との隙間の間隔が狭まるために、作業者は常に床面にコンクリートを打設するたびに上記当該ゴム状板を針金などで固定しなおさなければならず極めて煩雑である。また当該昇降路保護装置は、建設作業中にのみ使用され、建設作業終了と共に解体撤去されるものであるため、迅速に組み立て及び解体撤去できることがコストの削減につながる。   However, even if it is closed with a rubber plate such as the flexible plate, the operator may lean on it each time, so that it may easily fall over. In this case, as soon as the operator confirms, the flexible plate material is stood again against the lower portion of the panel plate, but it must always be monitored, and the burden is large. Further, the flexible plate material can be fixed to the lower portion of the panel plate with a fixing tool such as a wire. However, when concrete is placed on the floor surface of each floor as the construction progresses, the gap between the lower part of the panel plate and the floor surface is narrowed due to the thickness of the concrete. Each time the concrete is placed, the rubber plate must be re-fixed with a wire or the like, which is extremely complicated. Moreover, since the hoistway protection device is used only during construction work and is dismantled and removed when the construction work is completed, being able to assemble and dismantle and remove quickly leads to cost reduction.

特開2005−206350号JP 2005-206350 A

本発明は前記の点に着目してなされたもので、その課題は、各階に打設するコンクリートの厚さによって、昇降機の昇降路保護装置のパネル板の下部と床面との隙間が変化する場合に、その変化する隙間に即時対応して塞ぐことができる昇降機用の昇降路保護装置を提供することである。また他の課題は、作業者が当該隙間の変化に対する監視負担及び作業負担を軽減することである。また昇降機用の昇降路保護装置の製作コストを削減することである。また、他の課題は、上下動する遮蔽部を固定することができる昇降機用の昇降路保護装置を提供することである。また、他の課題は、昇降路保護装置の内部を視認することができる昇降機用昇降路保護装置を提供することである。また、他の課題は、昇降路保護装置の組み立て、解体撤去作業の短縮化を図ることである。   The present invention has been made paying attention to the above points, and the problem is that the gap between the lower part of the panel plate of the hoistway protection device of the elevator and the floor surface changes depending on the thickness of the concrete placed on each floor. In such a case, the present invention is to provide a hoistway protection device for an elevator that can be closed immediately in response to the changing gap. Another problem is that the operator can reduce the monitoring burden and work burden on the change in the gap. Another object is to reduce the manufacturing cost of the hoistway protection device for the elevator. Moreover, the other subject is providing the hoistway protection apparatus for elevators which can fix the shielding part which moves up and down. Moreover, the other subject is providing the hoistway protection apparatus for elevators which can visually recognize the inside of a hoistway protection apparatus. Another problem is to shorten the assembly and dismantling / removal work of the hoistway protection device.

前記の課題を解決するため、本発明は、各階に貫かれる昇降機用昇降路保護装置であって、当該昇降路保護装置は、支柱と該支柱を利用して取り付けたパネル板と、昇降機に搬入するための開閉扉とを有し、前記パネル板に摺動部を設け該摺動部に上下移動可能に遮蔽部材を取り付けたことを特徴とする昇降機用昇降路保護装置である。このような構成とすることで各階にコンクリートを敷設した際にそのコンクリー地の厚さが増すたびに変化するパネル下部の隙間を即時遮蔽することができるとともに作業者の監視負担を削減することができる。また、昇降機とは、いわゆるロングスパンエレベーター、工事用エレベーター、リフトなど人あるいは物を、各上下階に搬送することができるものである。また、パネル板は支柱を利用して取り付けられていればよい。たとえばパネル板を支柱に直接取り付けることもできる。また、上部架材あるいは下部架材のうちいずれか一方を支柱に取り付け、そのいずれかの架材にパネル板を取り付けることで、支柱を利用してパネル板を取り付けることもできる。   In order to solve the above-mentioned problems, the present invention is a hoistway protection device for an elevator that penetrates each floor, and the hoistway protection device is carried into a lift, a panel plate attached using the support, and a lift. A lifting / lowering door protection device, wherein a sliding part is provided on the panel plate, and a shielding member is attached to the sliding part so as to be vertically movable. With such a configuration, when concrete is laid on each floor, the gap at the bottom of the panel that changes whenever the thickness of the concrete is increased, and the monitoring burden on the operator can be reduced. it can. Further, the elevator is capable of transporting people or objects such as so-called long span elevators, construction elevators, lifts, etc. to the upper and lower floors. Moreover, the panel board should just be attached using the support | pillar. For example, the panel plate can be directly attached to the column. Moreover, a panel board can also be attached using a support | pillar by attaching any one of an upper frame material or a lower frame material to a support | pillar, and attaching a panel board to any of that support | cover material.

前記の課題を解決するため、本発明は、各階に貫かれる昇降機用昇降路保護装置であって、当該昇降路保護装置は、支柱と該支柱を利用して取り付けたパネル板と、昇降機に搬入するための開閉扉とを有し、前記パネル板に摺動部を設け、遮蔽部材に溝部を設け当該溝部に前記摺動部が配置されることで前記遮蔽部材が上下動可能に取り付けられたことを特徴とする昇降機用昇降路保護装置である。この様な簡易な構成とすることでコストを削減することができる。また、ごく狭小の部分に対応することができる。   In order to solve the above-mentioned problems, the present invention is a hoistway protection device for an elevator that penetrates each floor, and the hoistway protection device is carried into a lift, a panel plate attached using the support, and a lift. A sliding portion is provided on the panel plate, a groove portion is provided in the shielding member, and the sliding portion is disposed in the groove portion so that the shielding member is attached to be movable up and down. This is a hoistway protection device for an elevator. With such a simple configuration, the cost can be reduced. Moreover, it can respond to a very narrow portion.

前記の課題を解決するため、本発明は、前記摺動部は前記パネル板における縦枠部に溝部を設けたことを特徴とする前記記載の昇降機用昇降路保護装置である。このように摺動部はパネル板における縦枠部に溝部を施したものであるので加工コストが比較的安価で遮蔽部を配置することができた。   In order to solve the above-mentioned problems, the present invention is the hoistway protection device for an elevator described above, wherein the sliding portion is provided with a groove portion in a vertical frame portion of the panel plate. As described above, since the sliding portion is obtained by providing the vertical frame portion of the panel plate with the groove portion, the processing cost is relatively low and the shielding portion can be arranged.

前記の課題を解決するため、本発明は、前記摺動部は前記パネル板における縦枠部の下部に溝形成部材を配置することで溝部を構成し、当該溝部を摺動部としたことを特徴とする前記記載の昇降機用昇降路保護装置である。縦枠部の下部に溝形成部材を配置する構成としたことにより摺動部の加工コストの削減が図れる。   In order to solve the above-mentioned problem, the present invention is configured such that the sliding portion is configured by arranging a groove forming member at a lower portion of the vertical frame portion of the panel plate, and the groove portion is used as a sliding portion. It is the hoistway protection apparatus for elevators of the said description characterized by the above-mentioned. Since the groove forming member is arranged at the lower part of the vertical frame part, the processing cost of the sliding part can be reduced.

前記の課題を解決するため、本発明は、前記パネル板に幕部を設け、当該幕部をエキスパンドメタルとしたことを特徴とする前記記載の昇降機用昇降路保護装置である。前記パネル板を、エキスパンドメタルとしたことにより、昇降機用工昇降路保護装置の幕部が網目状を呈するので、作業者が該昇降機用昇降路保護装置の内部を視認することができ安全確認することができるようになった。   In order to solve the above problems, the present invention provides the hoistway protection device for an elevator described above, wherein a curtain portion is provided on the panel plate, and the curtain portion is an expanded metal. By making the panel plate an expanded metal, the curtain part of the elevator hoistway protection device for elevators has a mesh shape, so that the operator can visually confirm the interior of the elevator hoistway protection device for safety. Can now.

前記の課題を解決するため、本発明は、前記遮蔽部材に、パネル板と接続できる係止部を配置したことを特徴とする前記記載の昇降機用昇降路保護装置である。遮蔽部材を一時的に一定の高さに維持固定することができるようになり、コンクリートを敷設する際の作業効率が向上した。ここで、係止部はゴム紐状のものが好ましくその両端にはフック状のものが取り付けられており、一方を、幕部に係止し、他方を遮蔽部材に係止することができる。またゴム紐状の他金属チェーン類も使用できる。   In order to solve the above-described problems, the present invention is the hoistway protection device for an elevator described above, wherein the shielding member is provided with a locking portion that can be connected to a panel plate. The shielding member can be temporarily maintained and fixed at a certain height, and the work efficiency when laying concrete is improved. Here, the locking portion is preferably in the form of a rubber string, and hooks are attached to both ends thereof, and one can be locked to the curtain portion and the other can be locked to the shielding member. Other metal chains such as rubber strings can also be used.

前記の課題を解決するため、本発明は、前記支柱の上部及び下部において、上部架材及び下部架材を接続し、該上部架材および該下部架材のうち少なくともいずれか一方において、パネル板を、係合部を用いて取り付けしたことを特徴とする前記記載の昇降機用昇降路保護装置である。この場合、支柱に、上部架材及び下部架材を接続し当該上部架材及び下部架材にパネル板を取り付けたことで、支柱を利用してパネル板を確実に取り付けることができる。また、支柱と上部架材及び下部架材は単管パイプを用いることができるが、一定の強度を保つことができればこれに限られることはない。   In order to solve the above-mentioned problem, the present invention connects an upper frame member and a lower frame member at the upper part and the lower part of the support column, and at least one of the upper frame member and the lower frame member, a panel plate The hoistway protection device for an elevator described in the above, wherein the hoistway protection device is attached using an engaging portion. In this case, by connecting the upper frame member and the lower frame member to the column and attaching the panel plate to the upper frame member and the lower frame member, the panel plate can be securely mounted using the column. Moreover, although a single pipe pipe can be used for a support | pillar, an upper frame material, and a lower frame material, if a fixed intensity | strength can be maintained, it will not be restricted to this.

前記の課題を解決するため、本発明は、前記係合部はロックフックまたはフリーフックとしたことを特徴とする前記記載の昇降機用昇降路保護装置である。従来は、パネル板を上部架材及び下部架材に針金などを使用し固定していた。この場合、解体する場合はその針金を解かなくてはならず作業効率が悪化していたが、上記ロックフックまたはフリーフックを使用することにより、パネル板の取り付け作業及び取り外し作業を迅速に行うことができる。パネル板には少なくとも1つ以上のロックフックまたはフリーフックを使用することが好ましく、複数であればパネル板の取り付けがより安定する。この場合パネル板に取り付けた係合部材のうち少なくとも1つ以上をロックフックとすることで、確実にパネル板を取り付けることができる。   In order to solve the above-mentioned problem, the present invention is the hoistway protection device for an elevator described above, wherein the engaging portion is a lock hook or a free hook. Conventionally, the panel plate is fixed to the upper frame member and the lower frame member using a wire or the like. In this case, when disassembling, the wire had to be unwound and the work efficiency deteriorated. By using the lock hook or free hook, the panel plate can be quickly attached and removed. Can do. It is preferable to use at least one or more lock hooks or free hooks for the panel board. If there are a plurality of panel boards, the panel board can be attached more stably. In this case, the panel plate can be reliably attached by using at least one of the engaging members attached to the panel plate as a lock hook.

本発明は、各階に打設するコンクリートの厚さによって、昇降機用昇降路保護装置のパネル板の下部と床面との隙間が変化する場合に、その変化する隙間に即時対応できる昇降機用昇降路保護装置を提供することができる。また、作業者が当該隙間の変化に対する監視負担及び作業負担を軽減することができる。また、昇降機用昇降路保護装置の製作コストを削減することができる。また、上下動する遮蔽部を固定することができる昇降機用昇降路保護装置を提供することができる。また、パネル板が透過することによって昇降機用昇降路保護装置の内部を確認することができる昇降機用昇降路保護装置を提供することができる。また昇降路保護装置の組み立て、解体撤去作業の短縮化を図ることができる。   The present invention relates to a hoistway for an elevator that can immediately respond to the changing gap when the gap between the lower part of the panel plate of the hoistway protective device for the elevator and the floor surface changes depending on the thickness of concrete placed on each floor. A protection device can be provided. In addition, it is possible for the worker to reduce the monitoring burden and work burden on the change in the gap. Moreover, the manufacturing cost of the hoistway protection device for elevators can be reduced. Moreover, the hoistway protection apparatus for elevators which can fix the shielding part which moves up and down can be provided. Moreover, the hoistway protection device for elevators which can confirm the inside of the hoistway protection device for elevators by permeation | transmission of a panel board can be provided. In addition, the hoistway protection device can be assembled and disassembled and removed.

以下図示の実施形態を参照して本発明をより詳細に説明する。図1は、昇降路保護装置の平面図である。図2は、昇降路保護装置の正面図である。図3は、昇降路保護装置の側面図である。図4は、角部の詳細図である。図5は、昇降路保護装置の背面図である。図6は、パネル板の斜視図である。図7においてAは、ロックフックの拡大図である。Bは、フリーフックの拡大図である。図8においてAは、図6におけるA−A線断面図である。Bは、図6におけるB−B線断面図である。図9は、他の実施例のパネル板の斜視図である。図10は、図9におけるC−C線断面図である。図11は、他の実施例のパネル板の斜視図である。図12は、他の実施例のパネル板の斜視図である。   Hereinafter, the present invention will be described in more detail with reference to the illustrated embodiments. FIG. 1 is a plan view of the hoistway protection device. FIG. 2 is a front view of the hoistway protection device. FIG. 3 is a side view of the hoistway protection device. FIG. 4 is a detailed view of a corner portion. FIG. 5 is a rear view of the hoistway protection device. FIG. 6 is a perspective view of the panel plate. In FIG. 7, A is an enlarged view of the lock hook. B is an enlarged view of a free hook. 8A is a cross-sectional view taken along line AA in FIG. B is a sectional view taken along line BB in FIG. FIG. 9 is a perspective view of a panel board according to another embodiment. 10 is a cross-sectional view taken along line CC in FIG. FIG. 11 is a perspective view of a panel board according to another embodiment. FIG. 12 is a perspective view of a panel board according to another embodiment.

昇降路保護装置10は、昇降機用の開口部11の周囲を囲うものであり、正面部19は当該昇降機に出入りするための折り畳み可能な開閉扉25と右端部15及び左端部16とを有し、前記右端部15及び左端部16、側面部13、14及び背面部12は、少なくとも1つ以上の支柱35と、上部架材41と下部架材42とそれらに取り付けられたパネル板50、60等を有する。尚、図1において、後に述べる上部梁部18及び下部梁部19は省略している。   The hoistway protection device 10 surrounds the periphery of the opening 11 for the elevator, and the front surface portion 19 has a foldable opening / closing door 25 for entering and exiting the elevator, a right end portion 15 and a left end portion 16. The right end portion 15 and the left end portion 16, the side surface portions 13 and 14, and the back surface portion 12 include at least one column 35, an upper frame member 41, a lower frame member 42, and panel plates 50 and 60 attached thereto. Etc. In FIG. 1, an upper beam portion 18 and a lower beam portion 19 described later are omitted.

ここで、右端部15及び左端部16、側面部13、14及び背面部12は上述のように、少なくとも1つ以上の支柱35と、上部架材41と下部架材42とそれらに取り付けられたパネル板50、60等を有し、その基本的構成はほぼ同様であるため、背面部12について説明する。   Here, the right end portion 15 and the left end portion 16, the side surface portions 13 and 14, and the back surface portion 12 are attached to at least one column 35, the upper frame member 41, the lower frame member 42, and the like as described above. Since it has panel board 50, 60 grade | etc., And the basic composition is substantially the same, the back surface part 12 is demonstrated.

ここで、昇降機は、建築物が建設される初期から使用されるため、柱及び梁などの建物の骨格が形成されると、多層階の各階を貫くように各階の天井面および床面に昇降機用の開口部11を開ける。その、各階における昇降機用の開口部11の周囲において前記複数の支柱35を立設するために、複数の上部受け部材20及び複数の下部受け部材21を配置することができる上部梁部18及び下部梁部19を設ける。   Here, since the elevator is used from the beginning of the construction of the building, when the building skeleton such as columns and beams are formed, the elevator is installed on the ceiling surface and floor surface of each floor so as to penetrate each floor of the multilayer floor. The opening 11 is opened. An upper beam portion 18 and a lower portion in which a plurality of upper receiving members 20 and a plurality of lower receiving members 21 can be arranged in order to erect the plurality of support columns 35 around the opening 11 for the elevator on each floor. A beam portion 19 is provided.

上部梁部18及び下部梁部19は、昇降機用の開口部11を囲むように、それぞれ天井部における梁と床部における梁に溶接等の手段を用いて固定することができる。ここで、背面部12における、上部受け部材20は上部梁部18に取り付けられた状態において下方に対し開口している筒形を呈しており、下部受け部材21も下部梁部19に取り付けられた状態において上方に対し開口している筒形を呈している。   The upper beam portion 18 and the lower beam portion 19 can be fixed to the beam in the ceiling portion and the beam in the floor portion by means of welding or the like so as to surround the opening 11 for the elevator. Here, in the back surface portion 12, the upper receiving member 20 has a cylindrical shape opened to the lower side in a state of being attached to the upper beam portion 18, and the lower receiving member 21 is also attached to the lower beam portion 19. In the state, it has a cylindrical shape that opens upward.

このように、天井部における梁と床部における梁に溶接等の手段を用いて固定した上部梁部18及び下部梁部19において固定された複数の上部受け部材20及び複数の下部受け部材21に、それぞれ支柱35を立設するものであるが、その場合は、まず上部受け部材20に前記支柱35を挿入し、その内部の上端部20aにつき当てたのちに下部受け部材21の上端部21aをのりこえて、下部受け部材21内に挿入する。従って、上部受け部材20のほうが下部受け部材21よりも高さ方向の寸法を高くすることが好ましく、支柱35の長さも、床面から天井面に至るまでの高さよりも短くし、上記のように取り付けできる長さにすることが好ましい。また、上部受け部材20および上部受け部材20の筒型の開口部の大きさは、上記の方法で支柱35が挿入できる大きさが好ましい。例えば、上部受け部材20および上部受け部材20が円筒形とした場合であって、当該支柱35も円柱状のパイプ材を用いた場合に、上記の様に支柱35を取り外しできるように上部受け部材20および上部受け部材20の内径を、支柱35であるパイプ材の外径よりも大きくすることが好ましい。   As described above, the upper beam member 18 and the lower beam member 19 fixed to the beam on the ceiling and the beam on the floor by means of welding or the like are fixed to the plurality of upper receiving members 20 and the plurality of lower receiving members 21. In this case, first, the support 35 is inserted into the upper receiving member 20, and the upper end 21a of the lower receiving member 21 is attached to the upper receiving portion 20a. The paste is inserted into the lower receiving member 21. Therefore, it is preferable that the upper receiving member 20 has a height dimension higher than that of the lower receiving member 21, and the length of the support column 35 is also shorter than the height from the floor surface to the ceiling surface, as described above. It is preferable that the length be attachable to. The size of the upper receiving member 20 and the cylindrical opening of the upper receiving member 20 is preferably large enough to allow the support column 35 to be inserted by the above method. For example, when the upper receiving member 20 and the upper receiving member 20 are cylindrical, and the column 35 is also made of a columnar pipe material, the upper receiving member can be removed as described above. 20 and the upper receiving member 20 are preferably made larger in inner diameter than the outer diameter of the pipe material which is the support column 35.

支柱35を、上部受け部材20及び下部受け部材21に立設すると、支柱35の自重により、該支柱35が下部受け部材21内の底部21bに載置される。この状態において、上述のような寸法を、支柱35、上部受け部材20及び下部受け部材21が有しているので、上部受け部材20内における空間20bを有し、かつ前記支柱35の上端部分を上部受け部材20内で支えられるので、支柱35は上部受け部材20と下部受け部材21で支持される。   When the column 35 is erected on the upper receiving member 20 and the lower receiving member 21, the column 35 is placed on the bottom 21 b in the lower receiving member 21 due to the weight of the column 35. In this state, since the column 35, the upper receiving member 20 and the lower receiving member 21 have the dimensions as described above, the space 20b in the upper receiving member 20 is provided, and the upper end portion of the column 35 is Since it is supported in the upper receiving member 20, the column 35 is supported by the upper receiving member 20 and the lower receiving member 21.

このように、上部受け部材20内における空間20bを有するように支柱35が立設されているため、支柱35の取り外しが自在である。また、上階の床面にコンクリートを打設することによって当該上階の床面の自重が増すために、その階下の天井面が下がる場合がある。従って当該階下の天井面と当該階下の床面との間隔が狭まる恐れがある場合にその狭まる間隔を上記空間20bが吸収することによって支柱35の座屈による破損を防ぐことができる。しかしながら、建設作業が終了すると昇降路保護装置10は取り外さなければならない。そのために、あらかじめ支柱35を上部受け部材20及び下部受け部材21から取り外しできるように上部受け部材20内における空間20bの寸法を見込むことが好ましい。   Thus, since the support column 35 is erected so as to have the space 20b in the upper receiving member 20, the support column 35 can be removed. Moreover, since the weight of the floor of the upper floor is increased by placing concrete on the floor of the upper floor, the ceiling surface of the lower floor may be lowered. Therefore, when there is a possibility that the space between the ceiling surface of the lower floor and the floor surface of the lower floor may be narrowed, the space 20b absorbs the narrowed space, thereby preventing the column 35 from being damaged due to buckling. However, when the construction work is finished, the hoistway protection device 10 must be removed. Therefore, it is preferable to allow for the dimension of the space 20b in the upper receiving member 20 so that the support column 35 can be detached from the upper receiving member 20 and the lower receiving member 21 in advance.

下部受け部材21を有する下部梁部19は、溶接等で固定されるが、建設作業終了時にはコンクリートにより床面が打設されることによって、当該下部梁部19は埋没される。しかし、そのようにすることはあらかじめ想定され建築物に何ら影響を及ぼすものではない。   The lower beam portion 19 having the lower receiving member 21 is fixed by welding or the like, but when the construction work is finished, the floor surface is driven by concrete so that the lower beam portion 19 is buried. However, doing so is assumed in advance and has no effect on the building.

上記のように立設された複数の支柱35に、上部架材41a及び下部架材42aが結合具45を用いて接続されている。支柱35及び上部架材41a、下部架材42aは、パイプ材を、用いることができるので、その場合において前記結合具45は、公知の直交クランプあるいは自在クランプのような各種のクランプ類を使用することができる。   An upper frame member 41 a and a lower frame member 42 a are connected to the plurality of support columns 35 erected as described above using a coupler 45. Since the pillar 35, the upper frame member 41a, and the lower frame member 42a can use pipe materials, in this case, the coupler 45 uses various clamps such as a known orthogonal clamp or a universal clamp. be able to.

上部架材41a及び下部架材42aは、上下方向において所定の間隔に設置される。この間隔は後に述べるパネル板50における縦枠部52の上部と下部に取り付けられた係合部の間隔によることとなる(例えば、図6における係合部70と係合部80の間隔参照)。昇降機の大きさによっては、上部架材41a及び下部架材42aを、それぞれジョイントを使用して所定に長さにしても好ましい。このように複数の支柱35及び上部架材41a及び下部架材42aで、背面部12の骨組みが構成される。この点については右端部15及び左端部16、側面部13、14も同様である。尚、側面部13は側面部14と対称なので図面は省略する。   The upper frame member 41a and the lower frame member 42a are installed at predetermined intervals in the vertical direction. This interval depends on the interval between the engaging portions attached to the upper and lower portions of the vertical frame portion 52 in the panel plate 50 described later (see, for example, the interval between the engaging portion 70 and the engaging portion 80 in FIG. 6). Depending on the size of the elevator, it is preferable that the upper frame member 41a and the lower frame member 42a have predetermined lengths using joints. As described above, the plurality of support columns 35, the upper frame member 41a, and the lower frame member 42a constitute the framework of the back surface portion 12. The same applies to the right end portion 15, the left end portion 16, and the side surface portions 13 and 14 in this regard. In addition, since the side part 13 is symmetrical with the side part 14, drawing is abbreviate | omitted.

パネル板50は、横枠部51と、縦枠部52を有し、それらに幕部56が張設される。幕部56には、網状のもの、あるいは、孔を穿つたパンチングメタルあるいは、板素材に切れ目を入れ、その両端を引き延ばすことによりその切れ目が引き伸ばされその切れ目が菱形模様になったエキスパンドメタルなる金属板を用いることができる。このような金属板は、比較的軽量であるとともに、強度的にも優れ、幕部56に使用することは好ましい。また前記パンチングメタルあるいはエキスパンドメタルは網目状を呈するので、昇降路保護装置10内を視認することができる。尚、各図において幕部56はパネル板50のほぼ全面にわたって取り付けられているが、理解容易のため一部を省略して図示している。   The panel board 50 has the horizontal frame part 51 and the vertical frame part 52, and the curtain part 56 is stretched by them. The curtain 56 has a net-like or punched metal with a hole, or a metal that is an expanded metal in which a cut is made in a plate material, and the cut is stretched by extending both ends thereof to form a rhombus pattern. A plate can be used. Such a metal plate is relatively lightweight and excellent in strength, and is preferably used for the curtain portion 56. Moreover, since the said punching metal or an expanded metal exhibits mesh shape, the inside of the hoistway protection apparatus 10 can be visually recognized. In each figure, the curtain portion 56 is attached to almost the entire surface of the panel plate 50, but a part of the curtain portion 56 is omitted for easy understanding.

また、縦枠部52の上部と下部にそれぞれ係合取り付け部相手部53a、54aを設け、係合取り付け部73、83を、ボルトとナットあるいは座金などからなる取り付け部材74で、係合部70または80が取り付けられている。ここで係合部70はロックフックと呼ばれるもので、U字部71に設けられた軸部71aおよび71bにスライド部72の溝部72a及び溝部72bがそれぞれ嵌合しているので、スライド部72の自重によって、当該スライド部72が、前記U字部71における軸部71aおよび軸部71bに沿って前記溝部72a及び溝部72bに摺動することにより下方に移動する。そのような構成を有する係合部70を、上部架材41aあるいは下部架材42aに取り付けすると、前記の通り、スライド部72が下方に移動し、U字部71とスライド部72で上部架材41aあるいは下部架材42aを挟み込みパネル板50が上部架材41aあるいは下部架材42aに固定される。従って、上記のように支柱35に、上部架材41a及び下部架材42aを接続することで該支柱35利用して、パネル板50を取り付けることができる。   Further, engagement attachment portion mating portions 53a and 54a are provided at the upper and lower portions of the vertical frame portion 52, respectively, and the engagement attachment portions 73 and 83 are attachment members 74 made of bolts and nuts or washers, etc. Or 80 is attached. Here, the engaging portion 70 is called a lock hook, and the groove portion 72a and the groove portion 72b of the slide portion 72 are fitted to the shaft portions 71a and 71b provided in the U-shaped portion 71, respectively. Due to its own weight, the slide part 72 moves downward by sliding along the shaft part 71a and the shaft part 71b in the U-shaped part 71 into the groove part 72a and the groove part 72b. When the engaging portion 70 having such a configuration is attached to the upper frame member 41 a or the lower frame member 42 a, the slide portion 72 moves downward as described above, and the upper frame material is moved by the U-shaped portion 71 and the slide portion 72. The panel board 50 is fixed to the upper frame member 41a or the lower frame member 42a by sandwiching the 41a or the lower frame member 42a. Therefore, by connecting the upper frame member 41a and the lower frame member 42a to the column 35 as described above, the panel plate 50 can be attached using the column 35.

係合部80はフリーフックと呼ばれ、U字部81を有するので上部架材41aあるいは下部架材42aに取り付けすることができる。また、パネル板50に係合部80を上下にそれぞれ設けることができ、パネル板に4か所配置することが好ましい(図6、図9参照)が一か所あれば、パネル板を上部架材41aあるいは下部架材42aに取り付けすることができる。またパネル板50に係合部80を複数取り付けた場合にはそのうちの1箇所以上を前記係合部70にすることが好ましい。前記パネル板50において1か所以上を前記係合部70にすることでパネル板50が上部架材41aあるいは下部架材42aに固定され、外れないようにすることができるからである。また、パネル板50を上部架材41aあるいは下部架材42aから外す場合は前記スライド部72を上方に移動させることにより上部架材41aあるいは下部架材42aの係合部70による前記挟みこみを解除することができる。   Since the engaging portion 80 is called a free hook and has a U-shaped portion 81, it can be attached to the upper frame member 41a or the lower frame member 42a. Further, the panel plate 50 can be provided with engaging portions 80 on the upper and lower sides, respectively. Preferably, the panel plate is arranged at four locations (see FIGS. 6 and 9). It can be attached to the material 41a or the lower frame member 42a. Further, when a plurality of engaging portions 80 are attached to the panel plate 50, it is preferable that one or more of them be the engaging portion 70. This is because the panel plate 50 can be fixed to the upper frame member 41a or the lower frame member 42a so that the panel plate 50 does not come off by setting one or more places in the panel plate 50 as the engaging portion 70. Further, when the panel plate 50 is removed from the upper frame member 41a or the lower frame member 42a, the pinching by the engaging portion 70 of the upper frame member 41a or the lower frame member 42a is released by moving the slide portion 72 upward. can do.

パネル板50において、摺動部を設けることができる。この摺動部は本実施例においては縦枠部52の下部において、前記縦枠部52に溝形成部材57を配置することで溝部58が構成される。尚、溝形成部材57は断面L字状の形状とすることができる。ここで、前記縦枠部52の上部においては、当該楯枠部52と幕部56が溶接、接着などの公知の手段で直接固定されているが(図8B参照)、当該縦枠部52の下部においては、当該縦枠部52と幕部56の間、すなわち前記縦枠部52の内側に溝形成部材57が配置されている(図8A参照)。このようにすることで、パネル板50を運搬する際に前記溝形成部材57が出っ張ることがないので積み上げ時に嵩張ることがない。しかし、加工コストを削減するために溝形成部材57を前記縦枠部52の外側に配置することもできる(図示せず)。   In the panel board 50, a sliding part can be provided. In this embodiment, the sliding portion is configured such that a groove portion 58 is formed by disposing a groove forming member 57 in the vertical frame portion 52 below the vertical frame portion 52. The groove forming member 57 can have a L-shaped cross section. Here, in the upper part of the vertical frame portion 52, the frame frame portion 52 and the curtain portion 56 are directly fixed by known means such as welding and adhesion (see FIG. 8B). In the lower portion, a groove forming member 57 is disposed between the vertical frame portion 52 and the curtain portion 56, that is, inside the vertical frame portion 52 (see FIG. 8A). By doing in this way, when the panel board 50 is conveyed, since the said groove formation member 57 does not protrude, it does not become bulky at the time of stacking. However, in order to reduce the processing cost, the groove forming member 57 can be disposed outside the vertical frame portion 52 (not shown).

従って、パネル板50における各縦枠部52、52の下部において、前記縦枠部52の内側に溝形成部材57が配置されていることで形成された前記溝部58、58が互いに対向する様に設けられているので当該溝部58、58に遮蔽部材59を配置することによって、前記遮蔽部材59が上下動可能に摺動することができる。また、係止部85を遮蔽部材59と、パンチングメタルや、エキスパンドメタルなどの幕部56に掛けることにより、遮蔽部材59を一定の高さに固定することができる。たとえば幕部56の下部における床面にコンクリートを打設する際に有効である。係止部85は例えば、ゴム紐状86のもので両端にフック87、87を配したものが好ましい.尚、本実施例の場合、幕部56は横枠部51および縦枠部52に直接溶接、接着することで固定することができる(図6参照)。   Accordingly, the groove portions 58 and 58 formed by disposing the groove forming member 57 inside the vertical frame portion 52 below the vertical frame portions 52 and 52 of the panel plate 50 are opposed to each other. Since it is provided, the shielding member 59 can slide up and down by arranging the shielding member 59 in the groove portions 58 and 58. Moreover, the shielding member 59 can be fixed at a certain height by hooking the locking portion 85 on the shielding member 59 and the curtain portion 56 such as punching metal or expanded metal. For example, this is effective when placing concrete on the floor surface under the curtain 56. The locking portion 85 is preferably, for example, a rubber string 86 and hooks 87, 87 arranged at both ends. In the case of the present embodiment, the curtain portion 56 can be fixed by directly welding and bonding to the horizontal frame portion 51 and the vertical frame portion 52 (see FIG. 6).

また他の実施例として、パネル板60における縦枠部62に、幕部用溝部63と溝部64を有する構造とし、該幕部用溝部63と溝部64はそれぞれの縦枠部62、62において、互いに対向するよう設けている。ここで幕部用溝部63には幕部56を挿入し、溝部64には断面L字状の遮蔽部材67を上下に摺動可能に配置することができる。また、遮蔽部材67が上下動可能に摺動した箇所においてバンド85を設け、パンチングメタルや、エキスパンドメタルなどの幕部56に掛けることにより、遮蔽部材67の高さを固定することができるのは上記と同様である。従って上記のように、背面部12を構成することができる。なお、遮蔽部材67は、断面L字状を呈するので遮蔽部材67自体の剛性を確保することができる。また、当該遮蔽部材67は上記パネル板50にも適応することができる。   In another embodiment, the vertical frame portion 62 of the panel plate 60 has a curtain groove portion 63 and a groove portion 64, and the curtain groove portion 63 and the groove portion 64 are respectively connected to the vertical frame portions 62 and 62. It is provided so as to face each other. Here, the curtain portion 56 can be inserted into the curtain groove portion 63, and a shielding member 67 having an L-shaped cross section can be slidably disposed in the groove portion 64. In addition, it is possible to fix the height of the shielding member 67 by providing a band 85 where the shielding member 67 is slidable in the vertical direction and hanging it on a curtain portion 56 such as punching metal or expanded metal. Same as above. Therefore, the back surface portion 12 can be configured as described above. Since the shielding member 67 has an L-shaped cross section, it is possible to ensure the rigidity of the shielding member 67 itself. Further, the shielding member 67 can be applied to the panel plate 50.

また、また他の実施例として、パンチングメタルや、エキスパンドメタルに直接取り付け部94を取り付けてパネル板90とすることができる。この場合遮蔽部材91に溝部96、96を設け、パネル板90に摺動部97、97を配置する。前記摺動部97、97を、溝部96、96に配置することによって遮蔽部材91を上下に摺動させることができる。尚、取り付け部94のかわりに係合部70または80を利用することもできるが、パネル板50、60における係合部の位置と同様の位置とすることもできる。固定具95は隣接するパネル板50に固定するためのものである。また、パネル板99のように幅がパネル板90と比して狭い場合は、摺動部97を一か所設けそれに対応するように遮蔽部材98において溝部96を一か所配置することもできる。尚、固定具95、取り付け部94は同様である。   As another embodiment, the panel plate 90 can be formed by attaching the attachment portion 94 directly to a punching metal or an expanded metal. In this case, the groove portions 96 are provided in the shielding member 91, and the sliding portions 97 are provided on the panel plate 90. The shielding member 91 can be slid up and down by arranging the sliding portions 97 and 97 in the groove portions 96 and 96. In addition, although the engaging part 70 or 80 can be used instead of the attaching part 94, it can also be set as the position similar to the position of the engaging part in the panel boards 50 and 60. FIG. The fixture 95 is for fixing to the adjacent panel board 50. FIG. Further, when the width is narrower than that of the panel plate 90 as in the panel plate 99, one sliding portion 97 is provided, and one groove portion 96 can be arranged in the shielding member 98 so as to correspond thereto. . The fixture 95 and the attachment portion 94 are the same.

パネル板50、60は、幅方向の大きさによっていくつかのバリエーションを有する (例えば、50′、50″のような幅を有するものについて図5参照)。そのいくつかのバリエーションを有するパネル板50、50′、50″のみでは、昇降機用開口部11を完全に囲うことができずに狭小の隙間が生じる場合がある。その場合に、上記パネル板90、99は有効である。なお、前記摺動部97、97はボルトを使用することができる。   The panel plates 50 and 60 have some variations depending on the size in the width direction (for example, see FIG. 5 for those having a width such as 50 ′ and 50 ″. The panel plate 50 having some variations thereof. , 50 ′, 50 ″ alone may not completely enclose the elevator opening 11 and a narrow gap may occur. In that case, the panel plates 90 and 99 are effective. The sliding parts 97, 97 can use bolts.

また、側面部13、14、及び前記右端部15及び左端部16においても、長さ方向の寸法が異なるだけでほぼ同様に構成される。従って、支柱35の使用数量、上部架材41a及び下部架材42aの寸法、パネル板50、60あるいは90、99の数量、および寸法などは昇降機用開口部11の大きさによって適宜選択されうる。ただし、昇降路保護装置10における角部29aにおいて、背面部12における上部架材41a及び下部架材42aのそれぞれの直下になるように、側面部14における上部架材41b及び下部架材42bを、支柱35に結合具45を用いて固定する。このように角部29aにおいて、背面部12における上部架材41a及び下部架材42aと左端部16における上部架材41b及び下部架材42bの配置する高さを違えるのは、その端部が干渉するのを防ぐためである。従って各角部29b、29c、29dにおいても同様に隣接する上部架材あるいは下部架材同士の高さ位置を交互に違えるように構成する。すなわち、上部架材41aと隣接する上部架材41b及び下部架材42aと隣接する下部架材42bは図4のような位置とし、更に、上部架材41bに隣接する上部架材41aの位置になるように交互に構成する。   Further, the side surface portions 13 and 14 and the right end portion 15 and the left end portion 16 are configured in substantially the same manner except that the dimensions in the length direction are different. Therefore, the usage amount of the columns 35, the dimensions of the upper frame member 41a and the lower frame member 42a, the numbers and dimensions of the panel plates 50, 60 or 90, 99, and the like can be appropriately selected depending on the size of the opening 11 for the elevator. However, in the corner portion 29a in the hoistway protection device 10, the upper frame member 41b and the lower frame member 42b in the side surface portion 14 are directly below the upper frame member 41a and the lower frame member 42a in the back surface portion 12, respectively. It fixes to the support | pillar 35 using the coupling tool 45. FIG. As described above, in the corner portion 29a, the height of the upper frame member 41a and the lower frame member 42a in the back surface portion 12 and the height of the upper frame member 41b and the lower frame member 42b in the left end portion 16 are different from each other. This is to prevent this from happening. Accordingly, the corners 29b, 29c, and 29d are similarly configured so that the height positions of adjacent upper and lower frames are alternately changed. That is, the upper frame 41b adjacent to the upper frame 41a and the lower frame 42b adjacent to the lower frame 42a are positioned as shown in FIG. 4, and further, the upper frame 41a adjacent to the upper frame 41b. Alternately configured.

このような場合、例えば側面部13、14に配置するパネル板50の縦枠部52の上部と下部に設けた係合取り付け部相手部53b、54bに係合部70あるいは80が取り付け、上部架材41b及び下部架材42bに懸けられている。係合取り付け部相手部53aと53bの高さ位置の差と、54aと54bの高さ位置の差は、それぞれ上部架材41aと上部架材41bの高さ位置の差及び下部架材42aと下部架材42bの高さ位置の差である。このように構成することで、前記右端部15及び左端部16、側面部13、14及び背面部12の高さがそろうことになる。   In such a case, for example, the engagement portions 70 or 80 are attached to the engagement attachment portion mating portions 53b and 54b provided at the upper and lower portions of the vertical frame portion 52 of the panel plate 50 arranged on the side surface portions 13 and 14, and the upper frame is mounted. It is suspended from the material 41b and the lower frame member 42b. The difference between the height positions of the engagement attachment parts 53a and 53b and the difference between the height positions of 54a and 54b are the difference between the height positions of the upper frame 41a and the upper frame 41b and the lower frame 42a. This is a difference in height position of the lower frame member 42b. By configuring in this way, the heights of the right end portion 15 and the left end portion 16, the side surface portions 13 and 14, and the back surface portion 12 are aligned.

開閉扉25は、レール部材26に吊り下げられた複数の軸部材27と複数のリンク28と、折りたたみ幕部31とから成り、前記幕部31を折りたたむと縦リンク29が上方に移動し、各リンク28a、各リンク28bの山形形状がより急峻となる山形形状になることにより、縦リンク29同士が接近するように移動しそれとともに幕部31が折り畳まれ前記扉25を開閉することができるものである。   The open / close door 25 includes a plurality of shaft members 27 suspended from the rail member 26, a plurality of links 28, and a folding curtain portion 31, and when the curtain portion 31 is folded, the vertical link 29 moves upward, The link 28a and each link 28b are formed to have a steeper mountain shape, so that the vertical links 29 move so as to approach each other and the curtain 31 is folded to open and close the door 25. It is.

昇降路保護装置の平面図。The top view of a hoistway protection apparatus. 昇降路保護装置の正面図。The front view of a hoistway protection apparatus. 昇降路保護装置の側面図。The side view of a hoistway protection apparatus. 角部の詳細図。Detailed view of the corner. 昇降路保護装置の背面図。The rear view of a hoistway protection apparatus. パネル板の斜視図。The perspective view of a panel board. Aはロックフックの拡大図。Bはフリーフックの拡大図。A is an enlarged view of the lock hook. B is an enlarged view of the free hook. Aは図6におけるA−A線断面図。Bは図6におけるB−B線断面図。A is the sectional view on the AA line in FIG. B is a sectional view taken along line BB in FIG. 他の実施例のパネル板の斜視図。The perspective view of the panel board of another Example. 図9におけるC−C線断面図。CC sectional view taken on the line in FIG. 他の実施例のパネル板の斜視図。The perspective view of the panel board of another Example. 他の実施例のパネル板の斜視図。The perspective view of the panel board of another Example.

10、昇降路保護装置
11、昇降機用開口部
25、開閉扉
35、支柱
41a、上部架材
42a、下部架材
50、パネル板
51、横枠部
52、縦枠部
56、幕部
57、溝形成部材
58、溝部
59、遮蔽部材
60、パネル板
61、横枠部
62、縦枠部
63、溝部
64、溝部
68、バンド
70、係合部
80、係合部
90、パネル板
91、遮蔽部材
94、取り付け部
95、固定具
96、溝部
97、摺動部
10, hoistway protection device 11, elevator opening 25, door 35, support post 41a, upper frame 42a, lower frame 50, panel plate 51, horizontal frame 52, vertical frame 56, curtain 57, groove Forming member 58, groove portion 59, shielding member 60, panel plate 61, horizontal frame portion 62, vertical frame portion 63, groove portion 64, groove portion 68, band 70, engagement portion 80, engagement portion 90, panel plate 91, shielding member 94, mounting portion 95, fixture 96, groove portion 97, sliding portion

Claims (8)

各階に貫かれる昇降機用昇降路保護装置であって、当該昇降路保護装置は、支柱と該支柱を利用して取り付けたパネル板と、昇降機に搬入するための開閉扉とを有し、前記パネル板に摺動部を設け該摺動部に上下移動可能に遮蔽部材を取り付けたことを特徴とする昇降機用昇降路保護装置。 A hoistway protection device for an elevator that penetrates each floor, the hoistway protection device having a column, a panel plate attached using the column, and an opening / closing door for carrying into the elevator, the panel A hoistway protection device for an elevator, wherein a sliding part is provided on a plate and a shielding member is attached to the sliding part so as to be movable up and down. 各階に貫かれる昇降機用昇降路保護装置であって、当該昇降路保護装置は、支柱と該支柱を利用して取り付けたパネル板と、昇降機に搬入するための開閉扉とを有し、前記パネル板に摺動部を設け、遮蔽部材に溝部を設け、当該溝部に前記摺動部が配置されることで前記遮蔽部材が上下動可能に取り付けられたことを特徴とする昇降機用昇降路保護装置。 A hoistway protection device for an elevator that penetrates each floor, the hoistway protection device having a column, a panel plate attached using the column, and an opening / closing door for carrying into the elevator, the panel A hoistway protection device for an elevator, wherein a sliding part is provided on a plate, a groove part is provided on a shielding member, and the sliding member is disposed in the groove part so that the shielding member can be moved up and down. . 前記摺動部は前記パネル板における縦枠部に溝部を設けたことを特徴とする請求項1記載の昇降機用昇降路保護装置。 The hoistway protection device for an elevator according to claim 1, wherein the sliding portion is provided with a groove in a vertical frame portion of the panel plate. 前記摺動部は前記パネル板における縦枠部の下部に溝形成部材を配置することで溝部を構成し、当該溝部を摺動部としたことを特徴とする請求項1記載の昇降機用昇降路保護装置。 The hoistway for an elevator according to claim 1, wherein the sliding portion is configured by arranging a groove forming member below the vertical frame portion of the panel plate, and the groove portion is used as a sliding portion. Protective device. 前記パネル板に幕部を設け、当該幕部をエキスパンドメタルとしたことを特徴とする請求項1から4いずれか1項記載の昇降機用昇降路保護装置。 The hoistway protection device for an elevator according to any one of claims 1 to 4, wherein a curtain portion is provided on the panel plate, and the curtain portion is an expanded metal. 前記遮蔽部材に、パネル板と接続できる係止部を配置したことを特徴とする請求項5記載の昇降機用昇降路保護装置。 The hoistway protection device for an elevator according to claim 5, wherein a locking portion that can be connected to the panel plate is disposed on the shielding member. 前記支柱の上部及び下部において、上部架材及び下部架材を接続し該上部架材および該下部架材のうち少なくともいずれか一方において、パネル板を、係合部を用いて取り付けしたことを特徴とする請求項1から6いずれか1項記載の昇降機用昇降路保護装置。 In the upper and lower portions of the support column, an upper frame member and a lower frame member are connected, and at least one of the upper frame member and the lower frame member is attached with a panel plate using an engaging portion. The hoistway protection device for an elevator according to any one of claims 1 to 6. 前記係合部はロックフックまたはフリーフックとしたことを特徴とする請求項7記載の昇降機用昇降路保護装置。 The hoistway protection device for an elevator according to claim 7, wherein the engaging portion is a lock hook or a free hook.
JP2009213595A 2009-09-15 2009-09-15 Hoistway protection equipment of opening for lift communicating with respective upper and lower stories of multistoried building Pending JP2011063953A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106429759A (en) * 2016-08-24 2017-02-22 无锡科通工程机械制造有限公司 Lift external guardrail

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63171958A (en) * 1987-01-06 1988-07-15 井東 迪也 Temporary constructed shelf
JP3045574U (en) * 1997-07-24 1998-02-03 株式会社千歳商会 Net tension bracket
JPH1171904A (en) * 1997-08-28 1999-03-16 Ohbayashi Corp Curing wire netting frame for temporary construction work
JP2001159244A (en) * 1999-12-03 2001-06-12 Daitou Display:Kk Connecting structure for panel of guard fence or the like
JP2002038721A (en) * 2000-07-27 2002-02-06 Miyaoka Komuten:Kk Lifting device of building temporary material
JP2002097795A (en) * 2000-09-26 2002-04-05 Sekisui House Ltd Temporary enclosure panel
JP2002097796A (en) * 2000-09-26 2002-04-05 Sekisui House Ltd Temporary enclosure panel
JP2005206350A (en) * 2004-01-23 2005-08-04 Ohbayashi Corp Elevating path protecting device of elevator for construction
JP2008291463A (en) * 2007-05-23 2008-12-04 Nikko Planning Kk Temporary enclosure board

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63171958A (en) * 1987-01-06 1988-07-15 井東 迪也 Temporary constructed shelf
JP3045574U (en) * 1997-07-24 1998-02-03 株式会社千歳商会 Net tension bracket
JPH1171904A (en) * 1997-08-28 1999-03-16 Ohbayashi Corp Curing wire netting frame for temporary construction work
JP2001159244A (en) * 1999-12-03 2001-06-12 Daitou Display:Kk Connecting structure for panel of guard fence or the like
JP2002038721A (en) * 2000-07-27 2002-02-06 Miyaoka Komuten:Kk Lifting device of building temporary material
JP2002097795A (en) * 2000-09-26 2002-04-05 Sekisui House Ltd Temporary enclosure panel
JP2002097796A (en) * 2000-09-26 2002-04-05 Sekisui House Ltd Temporary enclosure panel
JP2005206350A (en) * 2004-01-23 2005-08-04 Ohbayashi Corp Elevating path protecting device of elevator for construction
JP2008291463A (en) * 2007-05-23 2008-12-04 Nikko Planning Kk Temporary enclosure board

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106429759A (en) * 2016-08-24 2017-02-22 无锡科通工程机械制造有限公司 Lift external guardrail

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