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JP6562859B2 - Passenger conveyor installation method - Google Patents
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JP6562859B2 - Passenger conveyor installation method - Google Patents

Passenger conveyor installation method Download PDF

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JP6562859B2
JP6562859B2 JP2016061651A JP2016061651A JP6562859B2 JP 6562859 B2 JP6562859 B2 JP 6562859B2 JP 2016061651 A JP2016061651 A JP 2016061651A JP 2016061651 A JP2016061651 A JP 2016061651A JP 6562859 B2 JP6562859 B2 JP 6562859B2
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passenger conveyor
width direction
longitudinal
base member
bolt
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JP2017171486A (en
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健太郎 関口
健太郎 関口
豊 名田部
豊 名田部
和彰 橋本
和彰 橋本
一美 三村
一美 三村
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Hitachi Building Systems Co Ltd
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Hitachi Building Systems Co Ltd
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Priority to JP2016061651A priority Critical patent/JP6562859B2/en
Priority to CN201710085927.3A priority patent/CN107226412B/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B23/00Component parts of escalators or moving walkways

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  • Escalators And Moving Walkways (AREA)

Description

本発明は、エスカレーター又は動く歩道等を含む乗客コンベアに係り、特に、作業性の良好な乗客コンベアの据え付け方法に関する。   The present invention relates to a passenger conveyor including an escalator or a moving sidewalk, and more particularly to a method for installing a passenger conveyor with good workability.

乗客コンベアは、建築物の一方の床と他方の床との間に架設されるトラスを備えており、トラスの両方の終端部には、一方の床の建築受梁にトラス支持アングルが設けられる。
図11は、従来の乗客コンベアのトラス支持部の上面図であり、図12は、従来の乗客コンベアのトラス支持部の正面図である。
一般的に、トラスフレーム2の一方の終端部に設けられるトラス支持アングル3は、所定の間隙寸法を介して一方の床の建築受梁4aに載置される。建築受梁4a又はトラス支持アングル3には、トラス支持アングル3の長手方向の変位を規制する長手方向変位規制部、幅方向の変位を規制する幅方向変位規制部、高さ調整部品のいずれか少なくとも1つ以上の部品が取り付けられている。図11及び図12に示す例では、幅方向変位規制部と長手方向変位規制部の両方の機能を有する幅方向及び長手方向止金具41、幅方向及び長手方向止金具41とトラス支持アングル3の先端部との間に配される平鋼41a、及び、高さ調整ジスピ42が、乗客コンベアの据え付け現場にて溶接される現地溶接部43によって固定されている。
The passenger conveyor is provided with a truss erected between one floor of the building and the other floor, and the truss support angle is provided at the building receiving beam of one floor at both ends of the truss. .
FIG. 11 is a top view of a truss support part of a conventional passenger conveyor, and FIG. 12 is a front view of a truss support part of a conventional passenger conveyor.
Generally, the truss support angle 3 provided at one end portion of the truss frame 2 is placed on the building support beam 4a on one floor via a predetermined gap dimension. The building support beam 4a or the truss support angle 3 is either a longitudinal displacement restricting portion that restricts displacement in the longitudinal direction of the truss support angle 3, a width direction displacement restricting portion that restricts displacement in the width direction, or a height adjustment component. At least one or more parts are attached. In the example shown in FIGS. 11 and 12, the width direction and longitudinal direction fastener 41 having both functions of the width direction displacement restricting portion and the longitudinal direction displacement restricting portion, the width direction and longitudinal direction fastener 41, and the truss support angle 3. A flat steel 41a and a height adjustment dipstick 42 disposed between the front end and the front end are fixed by a field weld 43 that is welded at the installation site of the passenger conveyor.

また、例えば、特許文献1には、トラス支持フランジ(トラス支持アングル)の下面に溶接により固設される突条のストッパ、建築受梁の上面に設けられた受板の上面に溶接により固設される突条のストッパと、を有し、これら2つのストッパが係合することにより、トラスの移動を制限する乗客コンベアが開示されている。   Further, for example, in Patent Document 1, a protrusion stopper fixed by welding to the lower surface of a truss support flange (truss support angle), and fixed to the upper surface of a receiving plate provided on the upper surface of a building beam by welding. A passenger conveyor that restricts the movement of the truss by engaging the two stoppers.

特開昭61−243791号公報JP 61-243791 A

ところで、乗客コンベアの据え付け作業にあたっては、予め乗客コンベアの取り付け場所に合わせて建築構造体に切り欠き部を設け、切り欠き部の底部に建築受梁を設ける構造としていた。据え付け作業の順番は、まず、建築受梁の上に乗客コンベアが有するトラス支持アングルを配置する。次に、乗客コンベアの幅方向の変位を規制する又は長手方向の変位を規制する或は高さ調整のための部品を配置する。最後に部品と乗客コンベアが有するトラス支持アングル、又は、部品と建築受梁を溶接などにより固定する。という順番で作業を行っていた。   By the way, in the installation work of a passenger conveyor, it was set as the structure which provided the notch part in the building structure beforehand according to the attachment place of a passenger conveyor, and provided the building receiving beam in the bottom part of the notch part. First, the truss support angle of the passenger conveyor is placed on the building support beam. Next, components for regulating the displacement in the width direction of the passenger conveyor, regulating the displacement in the longitudinal direction, or adjusting the height are arranged. Finally, the truss support angles of the parts and the passenger conveyor, or the parts and the building beams are fixed by welding or the like. We were working in the order.

上述の図11及び図12に示す従来技術では、乗客コンベアが有するトラス支持アングルを配置した後に乗客コンベアの幅方向の変位を規制する又は長手方向の変位を規制する或は高さ調整のための部品を取り付けていたため、建築構造体の切り欠き部との寸法関係によっては、乗客コンベアの据え付け作業空間は狭隘部となる。このため、部品を所定の箇所へ配置すること又は部品の固定作業が困難となり、場合によっては部品の取り付けが不可能となる等の事態を招く虞があり、作業性の改善が強く望まれていた。   In the prior art shown in FIG. 11 and FIG. 12 described above, after the truss support angle of the passenger conveyor is arranged, the displacement in the width direction of the passenger conveyor is regulated or the displacement in the longitudinal direction is regulated or for height adjustment. Since the parts are attached, the installation work space of the passenger conveyor is a narrow part depending on the dimensional relationship with the notch of the building structure. For this reason, it is difficult to place the parts in a predetermined place or fix the parts, and in some cases, it may be impossible to attach the parts, and improvement of workability is strongly desired. It was.

また、上記特許文献1では、乗客コンベアの据え付けに関する記載はなく、特に、建築受梁の上にトラス支持アングルを配置する場合、乗客コンベアの据え付け作業空間が狭隘部となる点については何ら考慮されていない。   Moreover, in the said patent document 1, there is no description regarding installation of a passenger conveyor, and when a truss support angle is arrange | positioned on a building receiving beam especially, the point which the installation work space of a passenger conveyor becomes a narrow part is considered at all. Not.

そこで、本発明は、建築躯体に特別な工事を要することなく、作業性を向上し得る乗客コンベアの据え付け方法を提供する。   Then, this invention provides the installation method of the passenger conveyor which can improve workability | operativity, without requiring special construction for a building frame.

上記課題を解決するため、本発明は、建築物の一方の床と他方の床との間に架設されるトラスフレームと、前記トラスフレームの一方の終端部に設けられ、前記建築物に設けられた建築受梁に載置される乗客コンベア支持部と、を有する乗客コンベアの据え付け方法において、客コンベアの幅方向変位規制部及び長手方向変位規制部並びに高さ調整部を予め備えるベース部材を、前記建築受梁の上面に固定する工程と、前記建築受梁の上面に固定されたべース部材の上に前記乗客コンベア支持部を載置する工程と、を有し、(1)前記幅方向変位規制部は、縦断面が略L字状のL字鋼にて構成され、鉛直方向上方へ延伸する立設部と水平方向に延伸する水平部を有し、乗客コンベアの据え付け現場と異なる場所にて、予め、前記乗客コンベア支持部の幅方向に平行な前記ベース部材の上面の幅方向両端部に、前記幅方向変位規制部の水平部を固定し、(2)前記長手方向変位規制部は、縦断面が略L字状のL字鋼にて構成され、鉛直方向上方へ延伸する立設部と水平方向に延伸する水平部を有し、乗客コンベアの据え付け現場と異なる場所にて、予め、前記乗客コンベア支持部の幅方向に平行な前記ベース部材の上面の幅方向略中央部に前記長手方向変位規制部の水平部を固定し、(3)前記高さ調整部は、高さ調整用ジスピを固定するための高さ調整用ボルト穴であって、乗客コンベアの据え付け現場と異なる場所にて、予め、前記ベース部材の上面の所定の位置に前記高さ調整用ボルト穴をねじ切り加工により形成することを特徴とする。 In order to solve the above-described problems, the present invention provides a truss frame constructed between one floor and the other floor of a building, and one end portion of the truss frame, and is provided in the building. and a passenger conveyor support portion is placed on the building receiving beam, in installation method of a passenger conveyor having a width direction displacement restricting portion of passengers conveyors and a longitudinal displacement restricting portion and pre-equipped base member height adjustment unit , it possesses and fixing the upper surface of the building receiving beam, the step of placing the passenger conveyor supporting portion on the top surface to a fixed base over scan members of the building receiving beam, and (1) the width The direction displacement restricting portion is made of L-shaped steel having a substantially L-shaped longitudinal section, has a standing portion extending upward in the vertical direction and a horizontal portion extending in the horizontal direction, and is different from the installation site of the passenger conveyor. In advance, the passenger conveyor A horizontal portion of the width direction displacement restricting portion is fixed to both ends in the width direction of the upper surface of the base member parallel to the width direction of the support portion. (2) The longitudinal direction displacement restricting portion has a substantially L-shaped longitudinal section. In the place different from the installation site of the passenger conveyor in advance, the passenger conveyor support portion is configured in advance. A horizontal portion of the longitudinal direction displacement restricting portion is fixed to a substantially central portion in the width direction of the upper surface of the base member parallel to the width direction, and (3) the height adjusting portion is for fixing the height adjusting bispi. A bolt hole for height adjustment, wherein the bolt hole for height adjustment is formed in advance at a predetermined position on the upper surface of the base member at a location different from the installation site of the passenger conveyor by threading. To do.

本発明によれば、建築躯体に特別な工事を要することなく、作業性を向上し得る乗客コンベアの据え付け方法を提供することが可能となる。
上記した以外の課題、構成及び効果は、以下の実施形態の説明により明らかにされる。
ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to provide the installation method of the passenger conveyor which can improve workability | operativity, without requiring special construction for a building frame.
Problems, configurations, and effects other than those described above will be clarified by the following description of embodiments.

本発明の一実施例に係る乗客コンベアのトラス支持アングル部の上面図である。It is a top view of the truss support angle part of the passenger conveyor concerning one example of the present invention. 本発明の一実施例に係る乗客コンベアのトラス支持アングル部の正面図である。It is a front view of the truss support angle part of the passenger conveyor concerning one example of the present invention. 図1においてB方向から見た側面図である。It is the side view seen from the B direction in FIG. 図1におけるA―A断面矢視図である。It is an AA cross-sectional arrow view in FIG. 本発明の一実施例に係るベース部材の上面図である。It is a top view of the base member which concerns on one Example of this invention. 本発明の一実施例に係るベース部材の正面図である。It is a front view of the base member concerning one example of the present invention. 図6においてB方向から見た側面図である。It is the side view seen from the B direction in FIG. 乗客コンベアの概略全体構成を示す側面図である。It is a side view which shows the schematic whole structure of a passenger conveyor. 本発明の一実施例に係る準備工程の工程フロー図である。It is a process flow figure of a preparation process concerning one example of the present invention. 本発明の一実施例に係る乗客コンベアの据え付け工程の工程フロー図である。It is a process flowchart of the installation process of the passenger conveyor which concerns on one Example of this invention. 従来の乗客コンベアのトラス支持部の上面図である。It is a top view of the truss support part of the conventional passenger conveyor. 従来の乗客コンベアのトラス支持部の側面図である。It is a side view of the truss support part of the conventional passenger conveyor.

本発明の乗客コンベアは、建築物(建屋)を含む建築躯体の異なる階床間に架設されるエスカレーター又は、水平或は緩やかな傾斜にて一方の床と他方の床との間に架設される動く歩道等を含む。本明細書では、エスカレーターを乗客コンベアの一例として説明する。図8は、乗客コンベアの概略全体構成を示す側面図である。乗客コンベア1は、建築躯体4のうち下階床側の建築物床7に連なる一方の乗降床5、建築躯体4のうち上階床側の建築物床7に連なる他方の乗降床5、及びこれら一方の乗降床5及び他方の乗降床5との間を無端状に連結されて循環移動する複数の踏段6を備える。また、乗客コンベア1は、一方の乗降床5及び他方の乗降床5との間に架設されるトラスフレーム2、及びトラスフレーム2の長手方向の両端部に設けられる乗客コンベア支持部を有する。   The passenger conveyor according to the present invention is constructed between an escalator constructed between different floors of a building frame including a building (building) or between one floor and the other floor with a horizontal or gentle inclination. Includes moving walkways. In this specification, an escalator will be described as an example of a passenger conveyor. FIG. 8 is a side view showing a schematic overall configuration of the passenger conveyor. The passenger conveyor 1 has one boarding / exiting floor 5 connected to the building floor 7 on the lower floor side of the building frame 4, the other boarding floor 5 connected to the building floor 7 on the upper floor side of the building frame 4, and There are provided a plurality of steps 6 that are connected endlessly between the one getting on / off floor 5 and the other getting on / off floor 5 and circulate. The passenger conveyor 1 has a truss frame 2 installed between the one getting-on / off floor 5 and the other getting-on / off floor 5, and passenger conveyor support portions provided at both ends in the longitudinal direction of the truss frame 2.

なお、乗客コンベア支持部は、断面略逆L字状のトラス支持アングル3、トラスフレーム2に固定された棒状の部材、トラスフレーム2に固定された平板状の部材、又はトラスフレーム2の上弦材をそのまま延長した構造を含む。以下では、乗客コンベア支持部の一例として、トラス支持アングル3を用いた場合を例に説明する。トラス支持アングル3のうち水平方向に延在する水平面の下面は、建築躯体4に設けられた切り欠き部の底面である建築受梁4aの上面と当接し乗客コンベア1を支持する。   Note that the passenger conveyor support portion includes a truss support angle 3 having a substantially inverted L-shaped cross section, a rod-like member fixed to the truss frame 2, a flat plate member fixed to the truss frame 2, or an upper chord member of the truss frame 2. Includes a structure that is extended as is. Below, the case where the truss support angle 3 is used as an example of a passenger conveyor support part is demonstrated to an example. The horizontal lower surface of the truss support angle 3 extends in the horizontal direction and abuts against the upper surface of the building receiving beam 4a which is the bottom surface of the notch provided in the building housing 4 to support the passenger conveyor 1.

本明細書において、幅方向とは、踏段6の移動方向に対し垂直な踏段6の幅方向と平行な方向であり、長手方向とは、踏段6の幅方向に対し垂直な踏段6の奥行方向と平行な方向である。
以下、建築受梁4aの上面に、トラス支持アングル3を含む部品を据え付ける工程、すなわち、乗客コンベア1を据え付ける工程を、図面を用いて本発明の実施例について説明する。
In this specification, the width direction is a direction parallel to the width direction of the step 6 perpendicular to the moving direction of the step 6, and the longitudinal direction is the depth direction of the step 6 perpendicular to the width direction of the step 6. Parallel to the direction.
Hereinafter, the process of installing the parts including the truss support angle 3 on the upper surface of the building support beam 4a, that is, the process of installing the passenger conveyor 1 will be described with reference to the drawings.

図1は、本発明の一実施例に係る乗客コンベアのトラス支持アングル部の上面図であり、図2は、本発明の一実施例に係る乗客コンベアのトラス支持アングル部を建築物床7側より見たときの正面図である。なお、本実施例では、乗客コンベア1の乗降床5と建築物床7との間に設けられるスライド床等の構造物を省略して示している。図1及び図2に示すように、トラス支持アングル3のうち水平方向に建築物床7へと向かい延在する水平面は、建築受梁4aの上面に設けられたベース部材10(支承部ベースとも称される)の上面であって、幅方向両端部に設けられた幅方向変位規制部11に、幅方向当て金具21及び幅方向当て金具固定部31により固定されている。図2に示すように幅方向変位規制部11は、縦断面が略L字状のL字鋼にて構成され、鉛直方向へ延伸する立設部と水平方向に延伸する水平部から構成される。なお、幅方向変位規制部11は、立設部の外面がベース部材10の幅方向端部とほぼ同様の位置に位置付けられるよう、幅方向変位規制部11の水平部の下面がベース部材10の上面に溶接等により固定されている。また、同様に幅方向当て金具21も、縦断面が略略L字状のL字鋼にて構成され、鉛直方向へ延伸する立設部と水平方向に延伸する水平部から構成される。   FIG. 1 is a top view of a truss support angle portion of a passenger conveyor according to an embodiment of the present invention, and FIG. 2 illustrates the truss support angle portion of the passenger conveyor according to an embodiment of the present invention on the building floor 7 side. It is a front view when seen more. In addition, in a present Example, structures, such as a slide floor provided between the boarding / alighting floor 5 of the passenger conveyor 1, and the building floor 7, are abbreviate | omitted and shown. As shown in FIGS. 1 and 2, the horizontal surface of the truss support angle 3 that extends horizontally toward the building floor 7 is a base member 10 (also referred to as a support portion base) provided on the upper surface of the building receiving beam 4a. It is fixed to a width direction displacement restricting portion 11 provided at both ends in the width direction by a width direction metal fitting 21 and a width direction metal fitting fixing portion 31. As shown in FIG. 2, the width direction displacement restricting portion 11 is composed of L-shaped steel having a substantially L-shaped longitudinal section, and is composed of a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction. . In addition, the lower surface of the horizontal portion of the width direction displacement restricting portion 11 is the bottom surface of the base member 10 so that the outer surface of the standing portion is positioned at substantially the same position as the width direction end portion of the base member 10. It is fixed to the upper surface by welding or the like. Similarly, the width direction metal fitting 21 is made of L-shaped steel having a substantially L-shaped longitudinal section, and includes a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction.

一方の幅方向変位規制部11(図1及び図2において右側)の立設部の内面に、トラス支持アングル3の水平面の幅方向の一端が当接する。このとき、図2に示すように、他方の幅方向変位規制部11(図1及び図2において左側)の立設部の内面と、トラス支持アングル3の水平面の幅方向の他端との間に隙間が生じる。幅方向当て金具21の立設部の外面と他方の幅方向変位規制部11の立設部の内面とが当接するよう、幅方向当て金具21が配される。そして、幅方向当て金具固定部31を構成するボルト31a及びナット31bが螺合し、幅方向当て金具21の水平部の下面とベース部材10の上面が締結されている。なお、幅方向当て金具21の水平部には、ボルト31aを挿通するため幅方向に長円穴が開口されており、トラス支持アングル3の水平面の上面にはボルト固定穴が、例えば、ねじ切り加工等により設けられている。これにより、他方の幅方向変位規制部11(図1及び図2において左側)の立設部の内面と、トラス支持アングル3の水平面の幅方向の他端との間に生ずる隙間が埋められ、トラス支持アングル3の幅方向の変位が拘束される。なお、上記他方の幅方向変位規制部11(図1及び図2において左側)の立設部の内面と、トラス支持アングル3の水平面の幅方向の他端との間に生ずる隙間は、トラス支持アングル3をベース部材10に対し幅方向に位置決めする際の調整代となる。また、幅方向変位規制部11の立設部の内面に当接する幅方向当て金具21の立設部の外面の接触面積を広くすることで、接触面積の図芯位置を鉛直方向下方にずらすことが可能となる。これにより幅方向当て金具21の強度条件が緩和され、トラス支持アングル3との固定が容易になる。なお、図1では、ボルト31a及びナット31bからなる幅方向当て金具固定部31を2箇所に設けているが、幅方向当て金具固定部31の数は2箇所に限られるものではない。   One end in the width direction of the horizontal surface of the truss support angle 3 is in contact with the inner surface of the standing portion of one width direction displacement restricting portion 11 (right side in FIGS. 1 and 2). At this time, as shown in FIG. 2, between the inner surface of the standing portion of the other width direction displacement restricting portion 11 (left side in FIGS. 1 and 2) and the other end in the width direction of the horizontal surface of the truss support angle 3. There is a gap in The width direction metal fitting 21 is arranged so that the outer surface of the standing portion of the width direction metal fitting 21 and the inner surface of the standing portion of the other width direction displacement restricting portion 11 come into contact with each other. And the bolt 31a and the nut 31b which comprise the width direction metal fitting fixing part 31 are screwed together, and the lower surface of the horizontal part of the width direction metal fitting 21 and the upper surface of the base member 10 are fastened. In addition, an oblong hole is opened in the width direction in order to insert the bolt 31a in the horizontal portion of the width direction metal fitting 21, and a bolt fixing hole is formed on the upper surface of the horizontal surface of the truss support angle 3 by, for example, threading. Etc. are provided. Thereby, a gap generated between the inner surface of the standing portion of the other width direction displacement restricting portion 11 (left side in FIGS. 1 and 2) and the other end in the width direction of the horizontal surface of the truss support angle 3 is filled. The displacement in the width direction of the truss support angle 3 is restricted. The gap formed between the inner surface of the upright portion of the other width direction displacement restricting portion 11 (left side in FIGS. 1 and 2) and the other end in the width direction of the horizontal surface of the truss support angle 3 is a truss support. This is an adjustment margin for positioning the angle 3 with respect to the base member 10 in the width direction. In addition, by increasing the contact area of the outer surface of the standing portion of the width direction fitting 21 that contacts the inner surface of the standing portion of the width direction displacement restricting portion 11, the centroid position of the contact area is shifted downward in the vertical direction. Is possible. Thereby, the strength condition of the width direction metal fitting 21 is relaxed, and the fixing to the truss support angle 3 is facilitated. In addition, in FIG. 1, although the width direction metal fitting fixing | fixed part 31 which consists of the volt | bolt 31a and the nut 31b is provided in two places, the number of the width direction metal fitting fixing parts 31 is not restricted to two places.

図3は、図1においてB方向から見た側面図であり、図4は、図1におけるA―A断面矢視図である。図1に示すように、建築受梁4aの上面に設けられたベース部10の上面であって、幅方向略中央部に長手方向変位規制部12が設けられている。長手方向変位規制部12は、図4に示すように、縦断面が略L字状のL字鋼にて構成され、鉛直方向へ延伸する立設部と水平方向に延伸する水平部から構成される。長手方向変位規制部12の水平部の下面はベース部材10の上面に溶接等により固定されている。なお、トラス支持アングル3の水平面の先端部(トラスフレーム2と反対側の端部)と長手方向変位規制部12の立設部の内面との間に隙間が形成されている。この隙間は、トラス支持アングル3をベース部材10に対し長手方向に位置決めする際の調整代となる。   3 is a side view seen from the direction B in FIG. 1, and FIG. 4 is a cross-sectional view taken along the line AA in FIG. As shown in FIG. 1, the longitudinal direction displacement control part 12 is provided in the upper surface of the base part 10 provided in the upper surface of the building receiving beam 4a, and the width direction substantially center part. As shown in FIG. 4, the longitudinal direction displacement restricting portion 12 is made of L-shaped steel having a substantially L-shaped longitudinal section, and is composed of a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction. The The lower surface of the horizontal portion of the longitudinal direction displacement restricting portion 12 is fixed to the upper surface of the base member 10 by welding or the like. Note that a gap is formed between the tip of the truss support angle 3 on the horizontal plane (the end opposite to the truss frame 2) and the inner surface of the standing portion of the longitudinal direction displacement restricting portion 12. This gap becomes an adjustment margin when positioning the truss support angle 3 with respect to the base member 10 in the longitudinal direction.

また、図1及び図4に示すように、トラス支持アングル3の水平面の先端部と長手方向変位規制部12の立設部の内面との間に形成される隙間を埋めるよう長手方向当て金具22が設けられている。長手方向当て金具22は、縦断面が略L字状のL字鋼にて構成され、鉛直方向へ延伸する立設部と水平方向に延伸する水平部から構成される。長手方向当て金具22は、長手方向当て金具22の立設部の外面が長手方向変位規制部12の立設部の内面と当接し、且つ、長手方向当て金具22の水平部の下面がトラス支持アングル3の水平面の上面と当接するよう配される。そして、長手方向当て金具固定部32を構成するボルト32a及びナット32bが螺合し、長手方向当て金具22の水平部の下面とトラス支持アングル3の水平面の上面が締結されている。また、長手方向固定部33を構成するボルト33a及びナット33bが螺合し、長手方向当て金具22の立設部の外面と長手方向変位規制部12の立設部の内面が締結されている。なお、長手方向当て金具22の水平部には、ボルト32aを挿通するため長手向に長円穴が開口されており、長手方向変位規制部12の水平面の上面にはボルト固定穴が、例えば、ねじ切り加工等により設けられている。長手方向当て金具22の立設部には、ボルト33aを挿通するため鉛直方向に長円穴が開口されており、トラス支持アングル3の立設部の内面にはボルト固定穴が、例えば、ねじ切り加工等により設けられている。これにより、トラス支持アングル3の長手向の変位が拘束される。なお、図1では、ボルト32a及びナット32bからなる長手方向当て金具固定部32を4箇所に設けているが、長手方向当て金具固定部32の数は4箇所に限られるものではない。また、ボルト33a及びナット33bからなる長手方向固定部33を3箇所に設けているが、長手方向固定部33の数は3箇所に限られるものではない。 Further, as shown in FIGS. 1 and 4, the longitudinal fitting 22 is used to fill a gap formed between the tip of the horizontal surface of the truss support angle 3 and the inner surface of the standing portion of the longitudinal displacement restricting portion 12. Is provided. The longitudinal metal fitting 22 is made of L-shaped steel having a substantially L-shaped longitudinal section, and is composed of a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction. In the longitudinal direction metal fitting 22, the outer surface of the standing portion of the longitudinal direction metal fitting 22 abuts the inner surface of the standing portion of the longitudinal direction displacement restricting portion 12 , and the lower surface of the horizontal portion of the longitudinal direction metal fitting 22 is supported by the truss. It arrange | positions so that the upper surface of the horizontal surface of the angle 3 may contact | abut. Then, the bolt 32a and the nut 32b constituting the longitudinal direction metal fitting fixing part 32 are screwed together, and the lower surface of the horizontal part of the longitudinal direction metal fitting 22 and the upper surface of the horizontal surface of the truss support angle 3 are fastened. Moreover, the bolt 33a and the nut 33b which comprise the longitudinal direction fixing | fixed part 33 are screwed together, and the outer surface of the standing part of the longitudinal direction metal fitting 22 and the inner surface of the standing part of the longitudinal direction displacement control part 12 are fastened. In addition, an oblong hole is opened in the longitudinal direction in order to insert the bolt 32a in the horizontal portion of the longitudinal direction fitting 22, and a bolt fixing hole is formed on the upper surface of the horizontal surface of the longitudinal direction displacement restricting portion 12 , for example, It is provided by threading or the like. An elongate hole is opened in the vertical direction in order to insert the bolt 33a in the standing portion of the longitudinal metal fitting 22, and a bolt fixing hole is formed on the inner surface of the standing portion of the truss support angle 3, for example, threading It is provided by processing. Thereby, the displacement of the truss support angle 3 in the longitudinal direction is restricted. In FIG. 1, the longitudinal direction metal fitting fixing parts 32 including the bolts 32 a and the nuts 32 b are provided at four places, but the number of the longitudinal direction metal fitting fixing parts 32 is not limited to four places. Moreover, although the longitudinal direction fixing | fixed part 33 which consists of the volt | bolt 33a and the nut 33b is provided in three places, the number of the longitudinal direction fixing | fixed parts 33 is not restricted to three places.

図1から図3に示すように、建築受梁4aの上面に設けられたベース部10の上面であって、幅方向両端部に設けられた幅方向変位規制部11と幅方向略中央部に長手方向変位規制部12との間に、それぞれ高さ調整用ジスピ23が設けられている。図1及び図3に示すように、高さ調整用ジスピ23は、長手方向の建築物床7側の端部がトラス支持アングル3の水平面の先端部(トラスフレーム2と反対側の端部)よりも建築物床7側に突き出るよう配される。そして、トラス支持アングル3の水平面の先端部よりも建築物床7側に突き出た部分にて、高さ調整用ジスピ固定部34により、高さ調整用ジスピ23がベース部材10の上面に締結されている。高さ調整用ジスピ固定部34は、ボルト34a及びナット34bから構成され、後述するベース部材10の上面に形成された高さ調整用ボルト穴13にボルト34aがナット34bを介して螺合する。よって、高さ調整用ジスピ23は、高さ調整用ジスピ固定部34を構成するボルト34aが貫通する開口を有する。本実施例では、1つの高さ調整用ジスピ23に、高さ調整用ジスピ固定部34を2箇所設けているが、高さ調整用ジスピ固定部34の数は2箇所に限られるものではない。   As shown in FIGS. 1 to 3, it is an upper surface of the base portion 10 provided on the upper surface of the building support beam 4 a, and is provided at the width direction displacement restricting portion 11 provided at both ends in the width direction and the substantially central portion in the width direction. A height adjusting bispi 23 is provided between each of the longitudinal direction displacement restricting portions 12. As shown in FIGS. 1 and 3, the height adjusting bispi 23 has an end on the building floor 7 side in the longitudinal direction at the tip of the horizontal surface of the truss support angle 3 (end opposite to the truss frame 2). Rather than projecting toward the building floor 7 side. The height adjusting bispi 23 is fastened to the upper surface of the base member 10 by the height adjusting bispi fixing portion 34 at a portion protruding from the front end of the truss support angle 3 toward the building floor 7. ing. The height adjusting bispi fixing portion 34 includes a bolt 34a and a nut 34b, and the bolt 34a is screwed into the height adjusting bolt hole 13 formed on the upper surface of the base member 10 to be described later via the nut 34b. Therefore, the height adjusting bispi 23 has an opening through which the bolt 34a constituting the height adjusting bispi fixing portion 34 passes. In this embodiment, two height adjusting bispi fixing portions 34 are provided in one height adjusting bispi 23, but the number of height adjusting bispi fixing portions 34 is not limited to two. .

また、図1、図3及び図4に示すように、ベース部材10の建築物床7側の端部付近に、幅方向に所定の間隔にてベース部材固定部35が設けられ、ベース部材固定部35は、建築ボルト24及びナット35aから構成される。ベース部材10の建築物床7側の端部付近には、建築ボルト24を挿通するため、ベース部材10を貫通する後述する建築固定用穴14が形成されている。上述の、幅方向変位規制部11(図1及び図2において右側)の立設部の内面に、トラス支持アングル3の水平面の幅方向の一端を当接される際の位置調整のため、建築固定用穴14は、幅方向に長円となる開口とすることが望ましい。また、建築受梁4aの上面にはボルト固定穴が、例えば、ねじ切り加工等により設けられている。この建築受梁4aの上面に設けられたボルト固定穴に建築ボルト24が螺合することで、建築受梁4aの上面にベース部材10が締結される。本実施例では、ベース部材固定部35を9箇所に設ける構成としたが、ベース部材固定部35の数は、9箇所に限られるものではない。また、建築受梁4aの上面に、例えばステンレス製の鋼板が埋め込まれている場合は、当該建築受梁4aの上面の鋼板とべース部材10下面と、を溶接等により固定すれば良い。この場合、建築固定用穴14は不要となる。但し、乗客コンベア1の据え付け現場において、火気を伴う溶接作業を不要とする観点からは、ベース部材10に建築固定用穴14を形成し、ベース部材固定部35により建築受梁4aの上面にベース部材10を締結することが望ましい。   As shown in FIGS. 1, 3 and 4, base member fixing portions 35 are provided at predetermined intervals in the width direction in the vicinity of the end of the base member 10 on the building floor 7 side. The part 35 includes the architectural bolt 24 and the nut 35a. In the vicinity of the end of the base member 10 on the building floor 7 side, a later-described building fixing hole 14 penetrating the base member 10 is formed in order to insert the building bolt 24. In order to adjust the position when one end in the width direction of the horizontal surface of the truss support angle 3 is brought into contact with the inner surface of the standing portion of the width direction displacement restricting portion 11 (right side in FIGS. 1 and 2), the building is adjusted. The fixing hole 14 is preferably an opening that is an ellipse in the width direction. Moreover, the bolt fixing hole is provided in the upper surface of the building receiving beam 4a by the threading process etc., for example. The base bolt 10 is fastened to the upper surface of the building receiving beam 4a by screwing the building bolt 24 into the bolt fixing hole provided on the upper surface of the building receiving beam 4a. In this embodiment, the base member fixing portions 35 are provided at nine locations, but the number of base member fixing portions 35 is not limited to nine. Further, when a stainless steel plate, for example, is embedded in the upper surface of the building receiving beam 4a, the upper surface steel plate of the building receiving beam 4a and the lower surface of the base member 10 may be fixed by welding or the like. In this case, the building fixing hole 14 becomes unnecessary. However, from the viewpoint of eliminating the need for welding work involving fire at the installation site of the passenger conveyor 1, a base fixing hole 14 is formed in the base member 10, and the base member fixing portion 35 provides a base on the upper surface of the building receiving beam 4a. It is desirable to fasten the member 10.

次に、ベース部材10の構成について詳細に説明する。図5は、本発明の一実施例に係るベース部材の上面図であり、図6は、本発明の一実施例に係るベース部材の正面図であり、図7は、図6においてベース部材をB方向から見た側面図である。図5及び図6に示すように、ベース部材10は、長方形状の平板であり、例えばステンレス製の鋼板により形成される。図5及び図6に示すように、ベース部材10の上面の幅方向(図5における左右の方向)の両端部であって、図5においてベース部材10の上辺側に、それぞれ縦断面がL字状のL字鋼にて構成される幅方向変位規制部11が設けられている。これら2つの幅方向変位規制部11の立設部は、相互に対向するよう配されている。幅方向変位規制部11は、上述のとおり、図6に示すように鉛直方向へ延伸する立設部と水平方向に延伸する水平部とを備える。これら2つの幅方向変位規制部11の立設部が、相互に対向するよう配されている。幅方向変位規制部11の水平部の下面は、ベース部材10の上面に、例えば、工場内で予め溶接等により固定される。なお、幅方向変位規制部11は、ベース部材10と同様に、例えば、ステンレス製の鋼板にて形成される。   Next, the configuration of the base member 10 will be described in detail. FIG. 5 is a top view of a base member according to one embodiment of the present invention, FIG. 6 is a front view of the base member according to one embodiment of the present invention, and FIG. 7 shows the base member in FIG. It is the side view seen from the B direction. As shown in FIGS. 5 and 6, the base member 10 is a rectangular flat plate, and is formed of, for example, a stainless steel plate. 5 and 6, both longitudinal ends of the upper surface of the base member 10 (left and right directions in FIG. 5), and the longitudinal cross-sections are respectively L-shaped on the upper side of the base member 10 in FIG. The width direction displacement control part 11 comprised with the shape L-shaped steel is provided. The standing portions of the two width direction displacement restricting portions 11 are arranged to face each other. As described above, the width direction displacement restricting portion 11 includes a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction as shown in FIG. The standing portions of these two width direction displacement restricting portions 11 are arranged so as to face each other. The lower surface of the horizontal portion of the width direction displacement restricting portion 11 is fixed to the upper surface of the base member 10 by, for example, welding in advance in a factory. The width direction displacement restricting portion 11 is formed of, for example, a stainless steel plate, like the base member 10.

また、図5及び図6に示すように、ベース部材10の上面の幅方向の略中央部に、縦断面がL字状のL字鋼にて構成される長手方向変位規制部12が設けられている。長手方向変位規制部12は、上述のとおり、鉛直方向へ延伸する立設部と水平方向に延伸する水平部とを備える。図5に示すように、長手方向変位規制部12の立設部は、ベース部材10の上辺及び下辺と平行となるよう配され、ベース部材10の下辺側に位置する。長手方向変位規制部12の水平部の下面は、ベース部材10の上面に、例えば、工場内で予め溶接等により固定される。なお、長手方向変位規制部11は、ベース部材10と同様に、例えば、ステンレス製の鋼板にて形成される。   Further, as shown in FIGS. 5 and 6, a longitudinal displacement restricting portion 12 made of L-shaped steel having an L-shaped longitudinal section is provided at a substantially central portion in the width direction of the upper surface of the base member 10. ing. As described above, the longitudinal direction displacement restricting portion 12 includes a standing portion extending in the vertical direction and a horizontal portion extending in the horizontal direction. As shown in FIG. 5, the standing portion of the longitudinal direction displacement restricting portion 12 is arranged to be parallel to the upper side and the lower side of the base member 10, and is located on the lower side of the base member 10. The lower surface of the horizontal portion of the longitudinal direction displacement restricting portion 12 is fixed to the upper surface of the base member 10 by, for example, welding or the like in advance in a factory. The longitudinal direction displacement restricting portion 11 is formed of, for example, a stainless steel plate, like the base member 10.

図5に示すように、ベース部材10は、幅方向両端部に設けられた幅方向変位規制部11と幅方向略中央部に設けられた長手方向変位規制部12との間に、それぞれ2個の高さ調整用ボルト穴13を有する。高さ調整用ボルト穴13は、図5において、幅方向変位規制部11の下側の辺よりも下方であって、長手方向変位規制部12の立設部よりも上方に位置する。高さ調整用ボルト穴13は、例えば、工場内で予めねじ切り加工により形成される。   As shown in FIG. 5, two base members 10 are provided between a width direction displacement restricting portion 11 provided at both ends in the width direction and a longitudinal direction displacement restricting portion 12 provided at a substantially central portion in the width direction. The height adjustment bolt hole 13 is provided. In FIG. 5, the height adjusting bolt hole 13 is located below the lower side of the width direction displacement restricting portion 11 and above the standing portion of the longitudinal direction displacement restricting portion 12. The height adjusting bolt hole 13 is formed, for example, by threading in advance in a factory.

また、図5に示すように、ベース部材10は、ベース部材10の下辺側の近傍に、幅方向に長円となる建築固定用穴14を、幅方向に相互に離間し複数備える。建築固定用穴14は、ベース部材10を貫通する開口である。
また、図7に示すように、長手方向変位規制部12の立設部は、幅方向変位規制部11の立設部よりも高く、幅方向変位規制部11の立設部のべース部材10の中心側の端面よりも左側に位置する。
Further, as shown in FIG. 5, the base member 10 includes a plurality of building fixing holes 14 that are oval in the width direction in the vicinity of the lower side of the base member 10 and are spaced apart from each other in the width direction. The building fixing hole 14 is an opening penetrating the base member 10.
Further, as shown in FIG. 7, the standing portion of the longitudinal direction displacement restricting portion 12 is higher than the standing portion of the width direction displacement restricting portion 11, and the base member of the standing portion of the width direction displacement restricting portion 11. 10 is located on the left side of the center side end face.

本実施例では、工場内で、予めベース部材10の上面に、幅方向変位規制部11及び長手方向変位規制部12を溶接等に固定し、更に、高さ調整用ボルト穴13を形成する場合を一例として示すが、必ずしもこれに限られず、少なくも、幅方向変位規制部11、長手方向変位規制部12、及び高さ調整用ボルト穴13のうちいずれか一つを、予め工場内でベース部材10に形成する態様とすれば良い。   In the present embodiment, in the factory, the width direction displacement restricting portion 11 and the longitudinal direction displacement restricting portion 12 are fixed to the upper surface of the base member 10 in advance by welding or the like, and further the height adjusting bolt hole 13 is formed. However, the present invention is not necessarily limited thereto, and at least one of the width direction displacement restricting portion 11, the longitudinal direction displacement restricting portion 12, and the height adjusting bolt hole 13 is previously set in the factory. What is necessary is just to set it as the aspect formed in the member 10. FIG.

次に、乗客コンベア1の据え付け工程を説明する前に、予め工場内で実施される準備工程について説明する。
(準備工程)
図9は、本発明の一実施例に係る準備工程の工程フロー図である。図9に示すように、ベース部材の上面に幅方向変位規制部を固定する工程(ステップS11)では、ベース部材10の上面の両端部の所定の位置に幅方向変位規制部11を載置する。その後、幅方向変位規制部11を構成する水平部の下面とベース部材10の上面を、溶接等により固定する。
Next, before explaining the installation process of the passenger conveyor 1, the preparation process implemented beforehand in a factory is demonstrated.
(Preparation process)
FIG. 9 is a process flow diagram of a preparation process according to an embodiment of the present invention. As shown in FIG. 9, in the step of fixing the width direction displacement restricting portion on the upper surface of the base member (step S <b> 11), the width direction displacement restricting portion 11 is placed at predetermined positions on both ends of the upper surface of the base member 10. . Then, the lower surface of the horizontal part which comprises the width direction displacement control part 11 and the upper surface of the base member 10 are fixed by welding.

続いて、ベース部材の上面に長手方向変位規制部を固定する工程(ステップS12)では、ベース部材10の上面の幅方向の略中央部の所定の位置に長手方向変位規制部12を載置する。その後、長手方向変位規制部12を構成する水平部の下面とベース部材10の上面を、溶接等により固定する。   Subsequently, in the step of fixing the longitudinal direction displacement restricting portion to the upper surface of the base member (step S12), the longitudinal direction displacement restricting portion 12 is placed at a predetermined position in the substantially central portion of the upper surface of the base member 10 in the width direction. . Then, the lower surface of the horizontal part which comprises the longitudinal direction displacement control part 12 and the upper surface of the base member 10 are fixed by welding etc.

次に、ベース部材の高さ調整用ボルト穴を形成する工程(ステップS13)では、ベース部材10の上面の所定の位置に、高さ調整用ボルト穴13をねじ切り加工等により形成する。
以上で、準備工程が終了する。
Next, in the step of forming the height adjusting bolt hole of the base member (step S13), the height adjusting bolt hole 13 is formed at a predetermined position on the upper surface of the base member 10 by threading or the like.
This completes the preparation process.

なお、ステップS11〜ステップS13に示す各工程の実行順は上記の実行順に限られるものではない。例えば、ステップ12に示す工程を実行した後、ステップS11に示す工程を実行し、最後にステップS13に示す工程を実行しても良い。又はこれに代えて、ステップS13に示す工程を実行した後、ステップS11に示す工程を実行し、最後にステップS12に示す工程を実行しても良く、適宜各工程の実行順を設定すれば良い。
また、ステップS11に示す工程〜ステップS13に示す工程の全てを行うものに限られない。例えば、ステップS11に示す工程のみを、工場内で予め実行し、ステップS12に示す工程及びステップS13に示す工程を、乗客コンベア1の据え付け現場にて行っても良く、すなわち、ステップS11に示す工程〜ステップS13に示す工程のうち、少なくともいずれか一つの工程を工場内で行い、他の工程を乗客コンベア1の据え付け現場にて行っても良い。
In addition, the execution order of each process shown to step S11-step S13 is not restricted to said execution order. For example, after executing the process shown in step 12, the process shown in step S11 may be executed, and finally the process shown in step S13 may be executed. Alternatively, after executing the process shown in step S13, the process shown in step S11 may be executed, and finally the process shown in step S12 may be executed, and the execution order of each process may be set as appropriate. .
Moreover, it is not restricted to what performs all the processes shown to the process shown to step S11-step S13. For example, only the process shown in step S11 may be performed in advance in the factory, and the process shown in step S12 and the process shown in step S13 may be performed at the installation site of the passenger conveyor 1, that is, the process shown in step S11. ~ At least one of the processes shown in Step S13 may be performed in the factory, and the other processes may be performed at the installation site of the passenger conveyor 1.

次に、乗客コンベア1の据え付け工程について説明する。
(乗客コンベア据え付け工程)
図10は、本発明の一実施例に係る乗客コンベアの据え付け工程の工程フロー図である。以下では、説明の便宜上、上述の準備工程により、ベース部材10の上面に幅方向変位規制部11及び長手方向変位規制部12を溶接等により固定され、ベース部材10の上面に高さ調整用ボルト穴13が形成された場合であって、更に、ベース部材10に建築固定用穴14が既に形成されている場合を想定する。
Next, the installation process of the passenger conveyor 1 is demonstrated.
(Passenger conveyor installation process)
FIG. 10 is a process flow diagram of a passenger conveyor installation process according to an embodiment of the present invention. In the following, for convenience of explanation, the width direction displacement restricting portion 11 and the longitudinal direction displacement restricting portion 12 are fixed to the upper surface of the base member 10 by welding or the like and the height adjusting bolt is secured to the upper surface of the base member 10 by the above-described preparation step. It is assumed that the hole 13 is formed and the base fixing hole 14 is already formed in the base member 10.

ベース部材を建築受梁の上面に載置する工程(ステップS21)では、ベース部材10を建築受梁4aの上面に載置する。この際、建築受梁4aの上面に設けられたボルト固定穴にベース部材10に形成された建築固定用穴14が整合するよう、ベース部材10が建築受梁4aの上面に載置される。   In the step of placing the base member on the upper surface of the building receiving beam (step S21), the base member 10 is placed on the upper surface of the building receiving beam 4a. At this time, the base member 10 is placed on the upper surface of the building receiving beam 4a so that the building fixing holes 14 formed in the base member 10 are aligned with the bolt fixing holes provided on the upper surface of the building receiving beam 4a.

幅方向位置決め工程(ステップS22)では、トラス支持アングル3の水平面の幅方向の一端が幅方向変位規制部11の立設部の内面に当接するよう、ベース部材10に対しトラス支持アングル3を位置決めする(図2)。この際、幅方向の反対側に配される幅方向変位規制部11の立設部の内面とトラス支持アングル3の幅方向の他端との間に隙間が形成される。この隙間に、幅方向当て金具21の立設部の外面と他方の幅方向変位規制部11の立設部の内面とが当接するよう、幅方向当て金具21を設置する。このとき、幅方向当て金具21の水平部に形成された幅方向に長円穴の開口と、トラス支持アングル3の水平面の上面に形成されたボルト固定穴とが整合する。   In the width direction positioning step (step S22), the truss support angle 3 is positioned with respect to the base member 10 so that one end in the width direction of the horizontal surface of the truss support angle 3 contacts the inner surface of the standing portion of the width direction displacement restricting portion 11. (FIG. 2). At this time, a gap is formed between the inner surface of the standing portion of the width direction displacement restricting portion 11 arranged on the opposite side of the width direction and the other end of the truss support angle 3 in the width direction. The width direction metal fitting 21 is installed so that the outer surface of the standing part of the width direction metal fitting 21 and the inner surface of the other vertical direction displacement restricting part 11 come into contact with this gap. At this time, the opening of the oval hole in the width direction formed in the horizontal portion of the width direction fitting 21 and the bolt fixing hole formed in the upper surface of the horizontal surface of the truss support angle 3 are aligned.

長手方向位置決め工程(ステップS23)では、トラス支持アングル3の水平面の先端部を、ベース部材10に設けられた長手方向変位規制部12に対し位置決めする。このとき、トラス支持アングル3の水平面の先端部と長手方向変位規制部12の立設部の内面との間に隙間が形成される。この隙間を埋めるよう、長手方向当て金具22の立設部の外面が長手方向変位規制部12の立設部の内面と当接し、且つ、長手方向当て金具22の水平部の下面がトラス支持アングル3の水平面の上面と当接するよう、長手方向当て金具22を設置する。このとき、長手方向当て金具22の水平部に形成された長手向に長円穴の開口と、トラス支持アングル3の水平面の上面に形成されたボルト固定穴とが整合する。また、長手方向当て金具22の立設部に形成された鉛直方向に長円穴の開口と、トラス支持アングル3の立設部の内面に形成されたボルト固定穴とが整合する。   In the longitudinal direction positioning step (step S <b> 23), the front end portion of the horizontal surface of the truss support angle 3 is positioned with respect to the longitudinal direction displacement restricting portion 12 provided on the base member 10. At this time, a gap is formed between the tip of the horizontal surface of the truss support angle 3 and the inner surface of the standing portion of the longitudinal displacement restricting portion 12. In order to fill this gap, the outer surface of the upright portion of the longitudinal direction metal fitting 22 contacts the inner surface of the upright portion of the longitudinal direction displacement restricting portion 12, and the lower surface of the horizontal portion of the longitudinal direction metal fitting 22 is the truss support angle. The longitudinal direction metal fitting 22 is installed so that it may contact | abut with the upper surface of 3 horizontal surfaces. At this time, the opening of the oval hole in the longitudinal direction formed in the horizontal portion of the longitudinal fitting 22 and the bolt fixing hole formed in the upper surface of the horizontal surface of the truss support angle 3 are aligned. Further, the opening of the oblong hole formed in the vertical portion formed in the standing portion of the longitudinal metal fitting 22 and the bolt fixing hole formed in the inner surface of the standing portion of the truss support angle 3 are aligned.

高さ調整工程(ステップS24)では、ベース部材10の上面とトラス支持アングル3の水平面の下面との間に、高さ調整用ジスピ23を挿入する。この際、高さ調整用ジスピ23に形成された開口(貫通口)と、ベース部材10の上面に形成された高さ調整用ボルト穴13とが整合するよう、高さ調整用ジスピ23を位置付ける。そして、高さ調整用ジスピ固定部34を構成するボルト34aを、高さ調整用ジスピ23に形成された開口を貫通するよう挿入し、ボルト34aをベース部材10の上面に形成された高さ調整用ボルト穴13に螺合し、トラス支持アングル3の水平面の鉛直方向の高さを調整する。   In the height adjusting step (step S24), the height adjusting bispi 23 is inserted between the upper surface of the base member 10 and the lower surface of the horizontal surface of the truss support angle 3. At this time, the height adjusting bispi 23 is positioned so that the opening (through hole) formed in the height adjusting bispi 23 and the height adjusting bolt hole 13 formed in the upper surface of the base member 10 are aligned. . Then, the bolt 34 a constituting the height adjusting bispi fixing portion 34 is inserted so as to penetrate the opening formed in the height adjusting bispi 23, and the bolt 34 a is adjusted in height formed on the upper surface of the base member 10. The bolt hole 13 is screwed to adjust the vertical height of the horizontal surface of the truss support angle 3.

建築受梁にベース部材をボルト締結する工程(ステップS25)では、幅方向当て金具21の水平部に形成された幅方向に長円穴の開口に幅方向当て金具固定部31を構成するボルト31aを挿通し、ボルト31aをトラス支持アングル3の水平面の上面に形成されたボルト固定穴に螺合させ、幅方向変位規制部11にトラス支持アングル3の水平面を固定する。また、長手方向当て金具22の水平部に形成された長手向に長円穴の開口に長手方向当て金具固定部32を構成するボルト32aを挿通し、ボルト32aをトラス支持アングル3の水平面の上面に形成されたボルト固定穴に螺合させ締結する。同様に、長手方向当て金具22の立設部に形成された鉛直方向に長円穴の開口に長手方向固定部33を構成するボルト33aを挿通し、ボルト33aを長手方向変位規制部12の立設部の内面に形成されたボルト固定穴に螺合させ締結する。ベース部材10に形成された建築固定用穴14にベース部材固定部35を構成する建築ボルト24を挿通し、建築ボルト24を建築受梁4aの上面に設けられたボルト固定穴に螺合させ締結する。
以上で、乗客コンベア据え付け工程が終了する。
In the step of bolting the base member to the building support beam (step S25), the bolt 31a that forms the width direction metal fitting fixing portion 31 at the opening of the oblong hole in the width direction formed in the horizontal portion of the width direction metal fitting 21. And the bolt 31a is screwed into a bolt fixing hole formed on the upper surface of the horizontal surface of the truss support angle 3, and the horizontal surface of the truss support angle 3 is fixed to the width direction displacement restricting portion 11. Further, a bolt 32a constituting the longitudinal contact fitting fixing portion 32 is inserted into the opening of the oblong hole in the longitudinal direction formed in the horizontal portion of the longitudinal contact fitting 22, and the bolt 32a is inserted into the upper surface of the horizontal surface of the truss support angle 3. And screwed into the bolt fixing hole formed in Similarly, a bolt 33 a constituting the longitudinal fixing portion 33 is inserted into the opening of the oblong hole in the vertical direction formed in the standing portion of the longitudinal contact fitting 22, and the bolt 33 a is placed on the longitudinal displacement restricting portion 12. It is screwed into a bolt fixing hole formed on the inner surface of the installation portion and fastened. The architectural bolt 24 constituting the base member fixing portion 35 is inserted into the architectural fixing hole 14 formed in the base member 10, and the architectural bolt 24 is screwed into the bolt fixing hole provided on the upper surface of the architectural receiving beam 4a and fastened. To do.
This completes the passenger conveyor installation process.

なお、図10に示す乗客コンベアの据え付け工程の工程フロー図では、準備工程により、ベース部材10の上面に幅方向変位規制部11及び長手方向変位規制部12を溶接等により固定され、ベース部材10の上面に高さ調整用ボルト穴13が形成された場合であって、更に、ベース部材10に建築固定用穴14が既に形成されている場合を想定した。仮に、準備工程より、ベース部材10の上面に幅方向変位規制部11のみが溶接等にて固定された場合では、ベース部材を建築受梁の上面に載置する工程(ステップS21)を実行する前に、乗客コンベアの据え付け現場にて、ベース部材10の上面に長手方向変位規制部12を溶接等により固定し、ベース部材10の上面に高さ調整用ボルト穴13を形成すると共にベース部材10に建築固定用穴14を形成すれば良い。すなわち、上述の準備工程にて実行された工程以外の工程を、ベース部材を建築受梁の上面に載置する工程(ステップS21)を実行する前に、乗客コンベアの据え付け現場にて行えば良い。   In the process flow chart of the passenger conveyor installation process shown in FIG. 10, the width direction displacement restricting portion 11 and the longitudinal direction displacement restricting portion 12 are fixed to the upper surface of the base member 10 by welding or the like in the preparation step. It is assumed that the height adjusting bolt hole 13 is formed on the upper surface of the base member 10 and that the base fixing hole 14 is already formed in the base member 10. If only the width direction displacement restricting portion 11 is fixed to the upper surface of the base member 10 by welding or the like from the preparation step, a step of placing the base member on the upper surface of the building support beam (step S21) is executed. Before, at the installation site of the passenger conveyor, the longitudinal displacement restricting portion 12 is fixed to the upper surface of the base member 10 by welding or the like, the height adjusting bolt hole 13 is formed on the upper surface of the base member 10, and the base member 10 What is necessary is just to form the hole 14 for an architectural fixing. That is, a process other than the process performed in the above-described preparation process may be performed at the installation site of the passenger conveyor before the process of placing the base member on the upper surface of the building receiving beam (step S21). .

以上のとおり、本実施例によれば、建築躯体に特別な工事を要することなく、作業性を向上し得る乗客コンベアの据え付け方法を提供することが可能となる。
また、本実施例によれば、乗客コンベアの据え付け作業おいて、上述の準備工程に示した、ベース部材の上面に幅方向変位規制部を固定する工程(ステップS11)、ベース部材の上面に長手方向変位規制部を固定する工程(ステップS12)、及びベース部材の高さ調整用ボルト穴を形成する工程(ステップS13)のうち少なくとも一つについて、予め工場等にて実行することにより、狭隘部での作業を低減でき、乗客コンベアの据え付け作業性を向上できる。
なお、本実施例では、乗客コンベア支持部の一例としてのトラス支持アングル3の水平面の下面を、建築受梁4aに固定されるベース部材10の上面に固定する場合を例に説明したが、これに限られるものではない。例えば、乗客コンベア支持部の一例としてのトラス支持アングル3の水平面の下面を固定することなくベース部材10の上面に載置し、トラス支持アングル3がスライド(摺動)可能とする構成としても良い。
As described above, according to the present embodiment, it is possible to provide a passenger conveyor installation method capable of improving workability without requiring any special work on the building frame.
Further, according to the present embodiment, in the installation work of the passenger conveyor, the step of fixing the width direction displacement restricting portion on the upper surface of the base member shown in the preparation step (step S11), the longitudinal direction on the upper surface of the base member By performing at least one of the step of fixing the direction displacement restricting portion (step S12) and the step of forming the bolt hole for adjusting the height of the base member (step S13) in advance in a factory or the like, the narrow portion Work can be reduced, and the installation workability of the passenger conveyor can be improved.
In addition, although the present Example demonstrated as an example the case where the lower surface of the horizontal surface of the truss support angle 3 as an example of a passenger conveyor support part was fixed to the upper surface of the base member 10 fixed to the building receiving beam 4a, It is not limited to. For example, it is good also as a structure which mounts on the upper surface of the base member 10, without fixing the lower surface of the horizontal surface of the truss support angle 3 as an example of a passenger conveyor support part, and the truss support angle 3 can slide (slid). .

また、本実施例によれば、固定部をボルト締結構造とすることにより、乗客コンベアの据え付け現場において火気を伴う溶接作業が不要となり、品質管理の簡素化を図ることができると共に、溶接資格を持たない作業者であっても、乗客コンベヤの据え付け作業を行うことが可能となる。   In addition, according to the present embodiment, the fixing part has a bolt fastening structure, so that welding work involving fire is not required at the installation site of the passenger conveyor, the quality control can be simplified, and the welding qualification can be achieved. Even an operator who does not have it can perform the installation work of the passenger conveyor.

更にまた、本実施例によれば、ボルト締結構造を採用する場合、ボルト径よりも穴の大きさを大きくする、すなわち、幅方向又は鉛直方向に長円穴を用いることで位置決め作業における調整裕度を確保できるが、この長円穴の寸法を設計上許容される調整裕度以下とすることで、設計時の意図に反する取り付け作業を据え付け現場で行うことが不可能になることから、据え付け作業の品質管理を簡素化できる。   Furthermore, according to this embodiment, when the bolt fastening structure is adopted, the size of the hole is made larger than the diameter of the bolt, that is, by using an oblong hole in the width direction or the vertical direction, the adjustment margin in the positioning operation is increased. However, if the dimensions of the oblong hole are less than the allowable design tolerance, it will be impossible to perform installation work against the design intentions at the installation site. Work quality control can be simplified.

なお、本実施例ではトラス支持アングル3と建築受梁4aとの現地施工作業について記載したが、図示しない中間支持柱等と乗客コンベアとを固定する現地施工作業についても同様に適用できる。   In addition, although the present Example described about the local construction work of the truss support angle 3 and the building receiving beam 4a, it can apply similarly to the local construction work which fixes the intermediate support pillar etc. which are not shown in figure and a passenger conveyor.

なお、本発明は上記した実施例に限定されるものではなく、様々な変形例が含まれる。例えば、上記した実施例は本発明を分かりやすく説明するために詳細に説明したものであり、必ずしも説明した全ての構成を備えるものに限定されるものではない。   In addition, this invention is not limited to an above-described Example, Various modifications are included. For example, the above-described embodiments have been described in detail for easy understanding of the present invention, and are not necessarily limited to those having all the configurations described.

1・・・乗客コンベア
2・・・トラスフレーム
3・・・トラス支持アングル
4・・・建築躯体
4a・・建築受梁
5・・・乗降床
6・・・踏段
7・・・建築物床
10・・・ベース部材
11・・・幅方向変位規制部
12・・・長手方向変位規制部
13・・・高さ調整用ボルト穴
14・・・建築固定用穴
21・・・幅方向当て金具
22・・・長手方向当て金具
23・・・高さ調整用ジスピ
24・・・建築ボルト
31・・・幅方向当て金具固定部
31a・・・ボルト
31b・・・ナット
32・・・長手方向当て金具固定部
32a・・・ボルト
32b・・・ナット
33・・・長手方向固定部
33a・・・ボルト
33b・・・ナット
34・・・高さ調整用ジスピ固定部
34a・・・ボルト
34b・・・ナット
35・・・ベース部材固定部
35a・・・ナット
41・・・幅方向及び長手方向止金具
41a・・・平鋼
42・・・高さ調整ジスピ
43・・・現地溶接部
DESCRIPTION OF SYMBOLS 1 ... Passenger conveyor 2 ... Truss frame 3 ... Truss support angle 4 ... Architectural frame 4a ... Building receiving beam 5 ... Getting on / off floor 6 ... Step 7 ... Building floor 10 ... Base member 11 ... Width direction displacement restricting part 12 ... Longitudinal direction displacement restricting part 13 ... Height adjusting bolt hole 14 ... Building fixing hole 21 ... Width direction fitting 22 ... Longitudinal metal fitting 23 ... Head adjustment bispi 24 ... Architecture bolt 31 ... Width direction metal fitting fixing part 31a ... Bolt 31b ... Nut 32 ... Longitudinal metal fitting Fixing part 32a ... bolt 32b ... nut 33 ... longitudinal direction fixing part 33a ... bolt 33b ... nut 34 ... height adjustment bispi fixing part 34a ... bolt 34b ... Nut 35 ... Base member fixing part 35a ... Nut 41 ... transverse and longitudinal directions fastener 41a ... flat bar 42 ... Height adjusting Jisupi 43 ... local weld

Claims (9)

建築物の一方の床と他方の床との間に架設されるトラスフレームと、前記トラスフレームの一方の終端部に設けられ、前記建築物に設けられた建築受梁に載置される乗客コンベア支持部と、を有する乗客コンベアの据え付け方法において、
客コンベアの幅方向変位規制部及び長手方向変位規制部並びに高さ調整部を予め備えるベース部材を、前記建築受梁の上面に固定する工程と、
前記建築受梁の上面に固定されたべース部材の上に前記乗客コンベア支持部を載置する工程と、を有し、
前記幅方向変位規制部は、縦断面が略L字状のL字鋼にて構成され、鉛直方向上方へ延伸する立設部と水平方向に延伸する水平部を有し、
乗客コンベアの据え付け現場と異なる場所にて、予め、前記乗客コンベア支持部の幅方向に平行な前記ベース部材の上面の幅方向両端部に、前記幅方向変位規制部の水平部を固定し、
前記長手方向変位規制部は、縦断面が略L字状のL字鋼にて構成され、鉛直方向上方へ延伸する立設部と水平方向に延伸する水平部を有し、
乗客コンベアの据え付け現場と異なる場所にて、予め、前記乗客コンベア支持部の幅方向に平行な前記ベース部材の上面の幅方向略中央部に前記長手方向変位規制部の水平部を固定し、
前記高さ調整部は、高さ調整用ジスピを固定するための高さ調整用ボルト穴であって、
乗客コンベアの据え付け現場と異なる場所にて、予め、前記ベース部材の上面の所定の位置に前記高さ調整用ボルト穴をねじ切り加工により形成することを特徴とする乗客コンベアの据え付け方法。
A truss frame constructed between one floor of the building and the other floor, and a passenger conveyor provided at one end of the truss frame and placed on a building receiving beam provided in the building And a method for installing a passenger conveyor having a support part,
A step of the base member, is fixed to the upper surface of the building receiving beam in advance provided with the width direction displacement restricting portion and the longitudinal displacement restricting portion and the height adjustment of the customer conveyor th power,
Have a, a step of placing the passenger conveyor supporting portion on the top surface to a fixed base over scan members of the building receiving beam,
The width direction displacement restricting portion is made of L-shaped steel having a substantially L-shaped longitudinal section, and has a standing portion extending vertically upward and a horizontal portion extending horizontally.
In a place different from the installation site of the passenger conveyor, in advance, fix the horizontal portion of the width direction displacement restricting portion to the width direction both ends of the upper surface of the base member parallel to the width direction of the passenger conveyor support portion,
The longitudinal direction displacement restricting portion is made of L-shaped steel having a substantially L-shaped longitudinal section, and has a standing portion extending upward in the vertical direction and a horizontal portion extending in the horizontal direction,
In a place different from the installation site of the passenger conveyor, in advance, fix the horizontal portion of the longitudinal displacement regulating portion to the substantially central portion of the upper surface of the base member parallel to the width direction of the passenger conveyor support portion,
The height adjusting portion is a height adjusting bolt hole for fixing the height adjusting bispi,
An installation method for a passenger conveyor , wherein the height adjusting bolt hole is formed in advance at a predetermined position on the upper surface of the base member by threading at a place different from the installation site of the passenger conveyor.
請求項1に記載の乗客コンベアの据え付け方法において、
前記乗客コンベア支持部の幅方向の一端を、一方の前記幅方向変位規制部の立設部に当接させる幅方向位置決め工程を有することを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 1,
Installation method for a passenger conveyer characterized by chromatic said passenger conveyor width direction of the one end of the support portion, the width direction positioning step of contact with the standing portion of one of the width direction displacement restricting portion.
請求項2に記載の乗客コンベアの据え付け方法において、
縦断面が略L字状のL字鋼にて構成され、鉛直方向下方へ延伸する立設部と水平方向に延伸する水平部を有する幅方向当て金具を有し、
前記幅方向位置決め工程は、前記乗客コンベア支持部の幅方向の他端と、他方の前記幅方向変位規制部の立設部との間に形成される隙間に、前記幅方向当て金具の立設部が前記他方の幅方向変位規制部の立設部と当接するよう、前記幅方向当て金具を設置する工程を含むことを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 2,
The longitudinal section is composed of L-shaped steel having a substantially L-shape, and has a width direction metal fitting having a standing portion extending downward in the vertical direction and a horizontal portion extending in the horizontal direction,
In the width direction positioning step, the width direction metal fitting is erected in a gap formed between the other end in the width direction of the passenger conveyor support portion and the other erected portion of the width direction displacement restricting portion. A method for installing a passenger conveyor, comprising: a step of installing the width direction metal fitting such that a portion comes into contact with a standing portion of the other width direction displacement restricting portion .
請求項3に記載の乗客コンベアの据え付け方法において、
前記乗客コンベア支持部の長手方向の先端部と、前記長手方向変位規制部の立設部との間に隙間が形成されるよう、前記乗客コンベア支持部を前記ベース部材に位置決めする長手方向位置決め工程を有することを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 3,
Longitudinal positioning step of positioning the passenger conveyor support portion on the base member so that a gap is formed between the longitudinal tip portion of the passenger conveyor support portion and the standing portion of the longitudinal displacement regulating portion. A method for installing a passenger conveyor, comprising:
請求項に記載の乗客コンベアの据え付け方法において、
断面が略L字状のL字鋼にて構成され、鉛直方向上方へ延伸する立設部と水平方向に延伸する水平部を有する長手方向当て金具を有し、
前記長手方向位置決め工程は、前記長手方向当て金具の立設部が前記長手方向変位規制部の立設部と当接し、且つ、前記長手方向当て金具の水平部が前記乗客コンベア支持部と当接するよう前記長手方向当て金具を設置する工程を含むことを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 4 ,
Longitudinal section is formed in a substantially L-shaped L-shaped steel, has a longitudinal abutting bracket having a horizontal portion extending in a standing portion and horizontally extending in a vertically upward,
In the longitudinal positioning step, the standing part of the longitudinal direction metal fitting comes into contact with the standing part of the longitudinal direction displacement restricting part, and the horizontal part of the longitudinal direction metal fitting comes into contact with the passenger conveyor support part. A method for installing a passenger conveyor comprising the step of installing the longitudinal struts.
請求項5に記載の乗客コンベアの据え付け方法において、
前記ベース部材の上面と、前記乗客コンベア支持部の下面との間に、前記高さ調整用ジスピを挿入し、
前記高さ調整用ジスピに予め形成された貫通口と、前記ベース部材の上面に形成された高さ調整用ボルト穴とが整合するよう、高さ調整用ジスピを位置付けることを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 5,
Between the upper surface of the base member and the lower surface of the passenger conveyor support portion, insert the height adjusting bispi,
So that a through hole previously formed in the height adjusting Jisupi, said base member height adjusting bolt hole formed on the upper surface of matching passengers, characterized in Rukoto positioning height adjustment Jisupi Conveyor installation method.
請求項6に記載の乗客コンベアの据え付け方法において、
前記建築受梁の上面に固定されたべース部材の上に前記乗客コンベア支持部を載置する工程は、前記ベース部材に形成された建築固定用穴に建築ボルトを挿通し、前記建築ボルトを前記建築受梁の上面に設けられたボルト固定穴に螺合させ締結することを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 6,
The step of placing the passenger conveyor support portion on the base member fixed to the upper surface of the building receiving beam includes inserting a building bolt into a building fixing hole formed in the base member, An installation method for a passenger conveyor, wherein the installation is performed by screwing into a bolt fixing hole provided on an upper surface of the building support beam .
請求項に記載の乗客コンベアの据え付け方法において、
前記幅方向当て金具の水平部に形成された幅方向に長円穴の開口にボルトを挿通し、前記ボルトを前記乗客コンベア支持部の上面に形成されたボルト固定穴に螺合させ、前記幅方向変位規制部に前記乗客コンベア支持部を固定することを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 7 ,
A bolt is inserted into the opening of the oblong hole in the width direction formed in the horizontal part of the width direction metal fitting, the bolt is screwed into a bolt fixing hole formed in the upper surface of the passenger conveyor support part, and the width An installation method for a passenger conveyor , wherein the passenger conveyor support section is fixed to a direction displacement regulating section .
請求項8に記載の乗客コンベアの据え付け方法において、
前記長手方向当て金具の水平部に形成された長手方向に長円穴の開口に第1のボルトを挿通し、前記第1のボルトを前記乗客コンベア支持部の上面に形成されたボルト固定穴に螺合させ締結すると共に、前記長手方向当て金具の立設部に形成された鉛直方向に長円穴の開口に第2のボルトを挿通し、前記第2のボルトを前記長手方向変位規制部の立設部に形成されたボルト固定穴に螺合させ締結することを特徴とする乗客コンベアの据え付け方法。
In the installation method of the passenger conveyor of Claim 8,
A first bolt is inserted into the opening of the oblong hole in the longitudinal direction formed in the horizontal part of the longitudinal direction metal fitting, and the first bolt is inserted into a bolt fixing hole formed on the upper surface of the passenger conveyor support part. The second bolt is inserted into the opening of the oblong hole in the vertical direction formed in the standing portion of the longitudinal direction metal fitting, and the second bolt is inserted into the longitudinal displacement restricting portion. installation method for a passenger conveyer characterized that you entered is screwed into the bolt fixing hole formed in the standing portion.
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