JP6362997B2 - Renewal method of passenger conveyor - Google Patents
Renewal method of passenger conveyor Download PDFInfo
- Publication number
- JP6362997B2 JP6362997B2 JP2014220960A JP2014220960A JP6362997B2 JP 6362997 B2 JP6362997 B2 JP 6362997B2 JP 2014220960 A JP2014220960 A JP 2014220960A JP 2014220960 A JP2014220960 A JP 2014220960A JP 6362997 B2 JP6362997 B2 JP 6362997B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- receiving beam
- side receiving
- floor
- passenger conveyor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Escalators And Moving Walkways (AREA)
Description
本発明は、耐震性の向上を図った乗客コンベアのリニューアル方法に関する。 The present invention relates to a renewal method for a passenger conveyor that improves seismic resistance.
乗客コンベアにあっては、一般に、フレーム終端部と建築受梁材とのフレーム長手方向の隙間寸法は、フレームがその長手方向に移動したときに、受梁に衝突してこれを破壊したり、この衝突によりフレーム自身が反対方向の反力を受けて圧縮変形を生じることを防止するために、地震動等の大きさ、その大きさに伴う免震階の変位や上下階床間の想定層間変位角を考慮した許容移動値に、あらかじめ設定してある。一方、フレーム端部に設けられるフレーム側受梁と建築受梁材との掛かり代は、従来、例えば特許文献1に示すように、前述したフレーム終端部と建築受梁材との長手方向の隙間寸法の2倍以上を有するように設定してある。 In the passenger conveyor, generally, the gap dimension in the frame longitudinal direction between the frame end portion and the building support beam collides with the beam when the frame moves in the longitudinal direction, In order to prevent the frame itself from receiving a reaction force in the opposite direction due to this collision, the magnitude of seismic motion, etc., the displacement of the seismic isolation floor accompanying the magnitude, and the assumed interlayer displacement between the upper and lower floors The allowable movement value considering the angle is set in advance. On the other hand, as shown in, for example, Patent Document 1, the clearance between the frame side receiving beam provided at the frame end and the building receiving material is a gap in the longitudinal direction between the frame end portion and the building receiving material. It is set to have at least twice the size.
ところで、先般の大地震を契機に乗客コンベアの耐震性の重要性が認識され、既設乗客コンベアにおけるフレーム側受梁と建築受梁材との掛かり代を延長し、耐震性の向上を図るリニューアルが求められることがある。しかしながら、従来、既設乗客コンベアにおけるフレーム側受梁と建築受梁材との掛かり代を延長する方法については特に考慮されておらず、乗客コンベア全体のリニューアル時に、フレーム側受梁と建築受梁材との掛かり代を延長した新設乗客コンベアを設置するというのが現状であり、大がかりな工事と長い工期を余儀なくされるという課題があった。 By the way, the importance of seismic resistance of passenger conveyors was recognized in the wake of the recent large earthquake, and the renewal to improve the seismic resistance by extending the hanging margin between the frame side receiving beam and the building receiving material in the existing passenger conveyor Sometimes required. However, conventionally, no particular consideration has been given to a method for extending the hanging margin between the frame-side receiving beam and the building receiving material in the existing passenger conveyor, and when the entire passenger conveyor is renewed, the frame-side receiving beam and the building receiving material are The current situation is to install a new passenger conveyor that extends the cost of the connection, and there has been a problem that a large-scale construction and a long construction period are required.
本発明は、前述した従来技術における実状からなされたもので、その目的は、比較的容易にフレーム側受梁と建築受梁材との掛かり代を延長することのできる乗客コンベアのリニューアル方法を提供することにある。 The present invention has been made from the above-described prior art, and an object thereof is to provide a renewal method for a passenger conveyor that can extend the hanging margin between a frame-side receiving beam and a building receiving beam relatively easily. There is to do.
前記目的を達成するために、本発明は、例えば、 建築構造物の一方の床と他方の床との間に懸架されるフレームと、前記フレームの長手方向の両終端部に設けられたフレーム側受梁とを有し、前記一方の床と前記他方の床とのそれぞれに設けられた建築受梁材に前記フレーム側受梁が載置される乗客コンベアのリニューアル方法において、前記フレーム側受梁はL字型であり、前記フレーム側受梁は垂直となるL字の一方を前記フレームに固定されており、前記フレーム側受梁に、L字の他方の先端に延長プレートを継ぐことで、前記フレーム側受梁を前記フレームの長手方向に、その継がれた延長プレートの上面の高さを前記フレームの高さでリニューアル前と同一に保って延長するとともに、前記一方の床と前記他方の床とのうち、前記延長部材を設けた側の床をその深さを同一に保って削り、前記延長部材を設けた前記フレーム側受梁を載置するスペースを確保したことを特徴とする。
To achieve the above object, the present invention provides, for example, a frame suspended between one floor and the other floor of a building structure, and a frame side provided at both end portions in the longitudinal direction of the frame. and a receiving beam in renewal method for a passenger conveyor, wherein the frame-side receiving beam is placed on the provided architectural receiving beam member to each of the the one of the floor and the other floor, the frame-side receiving beam Is L-shaped, and the frame side receiving beam is fixed to the frame with one of the L-shaped vertical, and by extending an extension plate to the other end of the L shape to the frame side receiving beam , the frame-side receiving beam in the longitudinal direction of the frame, when you extended me that inherit been coercive the height of the upper surface of the extension plate in the same manner as before renewed at the height of the frame together, wherein the one floor Out of the other floor The side of the floor provided with an extension member scraping retained its depth the same, characterized in that securing a space for placing the frame-side receiving beam provided with the extension member.
本発明によれば、フレーム側受梁に、このフレーム側受梁をフレーム長手方向に延長する延長部材を取付けたことにより、比較的容易にフレーム側受梁と建築受梁材との掛かり代を延長するとともに、床を削ることで延長部材を設けたフレーム側受梁を載置するスペースを確保することで、低コストで、かつ短い工期で乗客コンベアの耐震性を向上させることができる。 According to the present invention, by attaching an extension member for extending the frame side receiving beam in the longitudinal direction of the frame to the frame side receiving beam, it is possible to relatively easily make a hanging margin between the frame side receiving beam and the building receiving beam material. It is possible to improve the earthquake resistance of the passenger conveyor at low cost and in a short construction period by extending the space and securing a space for placing the frame-side receiving beam provided with the extending member by cutting the floor.
本発明の実施例を、図面を参照しながら説明する。尚、各図および各実施例において、同一又は類似の構成要素には同じ符号を付し、説明を省略する。 Embodiments of the present invention will be described with reference to the drawings. In each drawing and each embodiment, the same or similar components are denoted by the same reference numerals, and description thereof is omitted.
乗客コンベア、例えばエスカレーター1は、図1に示すように、建築構造物の床、例えば、上階床2と下階床3との間に架設され、上階床2側に位置する上部水平部4a、下階床3側に位置する下部水平部4b、及び上部水平部4aと下部水平部4bとの間に形成される傾斜部4cを有するフレーム4(主枠体、本体枠などと呼ばれる場合もある)を備えており、上部水平部4aの終端部には、上階床2の建築受梁材2aに載置される上部フレーム側受梁5が設けられると共に、下部水平部4bの終端部には、下階床3の建築受梁材3aに載置される下部フレーム側受梁6が設けられている。 As shown in FIG. 1, the passenger conveyor, for example, the escalator 1 is constructed between a floor of a building structure, for example, an upper floor 2 and a lower floor 3, and is located on the upper floor 2 side. 4a, a frame 4 having a lower horizontal part 4b located on the lower floor 3 side, and an inclined part 4c formed between the upper horizontal part 4a and the lower horizontal part 4b (when called a main frame, a main body frame, etc.) The upper horizontal side 4a is provided with an upper frame side receiving beam 5 placed on the building receiving beam 2a of the upper floor 2 and at the end of the lower horizontal portion 4b. The lower frame side receiving beam 6 placed on the building receiving beam material 3a of the lower floor 3 is provided in the part.
リニューアル前の既設乗客コンベアにおける上部フレーム側受梁5は、図2及び図3に示すように、建築受梁材2aに載置されるものであり、上部フレーム側受梁5と建築受梁材2aとの掛かり代はW1であると共に、上部フレーム側受梁5の水平端部と上階床2端部との間には、所定の隙間寸法W2が形成されている。なお、図2では、便宜上、上部フレーム側受梁5と建築受梁材2aとの間に介在される高さ調整用のジスピ(間隙材)を省いて記載している。 As shown in FIGS. 2 and 3, the upper frame side receiving beam 5 in the existing passenger conveyor before renewal is placed on the building receiving material 2 a, and the upper frame side receiving beam 5 and the building receiving beam material. The hanging margin with 2a is W1, and a predetermined gap dimension W2 is formed between the horizontal end of the upper frame side receiving beam 5 and the upper floor 2 end. In FIG. 2, for the sake of convenience, the height adjusting bispi (gap material) interposed between the upper frame side receiving beam 5 and the building receiving beam material 2a is omitted.
次に、このように構成されたエスカレーター1における耐震性を向上させるためのリニューアル方法について説明する。このように構成されたエスカレーター1にあって、比較的容易にフレーム側受梁5、6と建築受梁材2a、3aとの掛かり代を延長するために第1の実施形態では工夫が施されている。具体的には、図4及び図5に示すように、上部フレーム側受梁5に、上部フレーム側受梁5のフレーム長手方向の長さを延長するための延長部材としてフレーム長手方向に延長される延長プレート7を取付けている。なお、第1の実施形態では、上部フレーム側受梁5側を例として説明しているが、下部フレーム側受梁6側も同様の構成としてもよい。 Next, a renewal method for improving the earthquake resistance in the escalator 1 configured as described above will be described. In the escalator 1 configured as described above, the first embodiment is devised in order to extend the hanging margin between the frame-side receiving beams 5 and 6 and the building receiving beams 2a and 3a relatively easily. ing. Specifically, as shown in FIGS. 4 and 5, the upper frame side receiving beam 5 is extended in the frame longitudinal direction as an extension member for extending the length of the upper frame side receiving beam 5 in the frame longitudinal direction. An extension plate 7 is attached. In the first embodiment, the upper frame side receiving beam 5 side is described as an example, but the lower frame side receiving beam 6 side may have the same configuration.
第1の実施形態にあっては、図4及び図5に示すように、上部フレーム側受梁5に、延長部材としてこの上部トラス受梁5をフレーム長手方向に延長する延長プレート7を取付け、上部フレーム側受梁5と建築受梁材2aとの掛かり代をW1よりも長いW3とし、耐震性の向上を図っている。すなわち、従来の掛かり代は前述したようにW1であるが、これに延長プレート7のフレーム長手方向寸法であるW4が延長され、掛かり代がW3となり耐震性が向上する。このとき、図2及び図3に示すように、上部フレーム側受梁5の水平端部と上階床2端部との間に予め形成される隙間寸法W2では、延長プレート7を取付けた上部フレーム側受梁5を収めることができない場合、図6及び図7の斜線部A(削り領域)に示すように、予め上階床2を所定のフレーム長手方向寸法W5削り、延長プレート7を取付けた上部フレーム側受梁5を載置するスペースを確保(形成)する。 In the first embodiment, as shown in FIGS. 4 and 5, an extension plate 7 that extends the upper truss receiving beam 5 in the frame longitudinal direction as an extending member is attached to the upper frame side receiving beam 5. The hanging margin between the upper frame side receiving beam 5 and the building receiving material 2a is set to W3 which is longer than W1 to improve the earthquake resistance. That is, the conventional hanging allowance is W1 as described above, but W4 which is the longitudinal dimension of the extension plate 7 is extended to this, and the hanging allowance becomes W3 to improve the earthquake resistance. At this time, as shown in FIG. 2 and FIG. 3, in the gap dimension W2 formed in advance between the horizontal end portion of the upper frame side receiving beam 5 and the upper floor 2 end portion, the upper portion to which the extension plate 7 is attached. When the frame-side receiving beam 5 cannot be accommodated, as shown in the shaded area A (shaving area) in FIGS. 6 and 7, the upper floor 2 is shaved in advance by a predetermined frame longitudinal dimension W5, and the extension plate 7 is attached. A space for placing the upper frame side receiving beam 5 is secured (formed).
延長プレート7の上部フレーム側受梁5への取付け方法であるが、図8に示すように、上部フレーム側受梁5にボルト8により固定したり、図9に示すように、上部フレーム側受梁5に溶接などにより溶着部9を設けて固定したりし、延長プレート7を上部フレーム側受梁5に必要強度を確保するように堅牢に固定している。 The extension plate 7 is attached to the upper frame side receiving beam 5 as shown in FIG. 8, and is fixed to the upper frame side receiving beam 5 with bolts 8, or as shown in FIG. A welded portion 9 is provided and fixed to the beam 5 by welding or the like, and the extension plate 7 is firmly fixed to the upper frame side receiving beam 5 so as to ensure a necessary strength.
第1の実施形態によれば、フレーム側受梁5、6に、このフレーム側受梁5、6をフレーム長手方向に延長する延長部材、例えば延長プレート7を取付けたことにより、比較的容易にフレーム側受梁5、6と建築受梁材2a、3aとの掛かり代を延長するとともに、床2を所定のフレーム長手方向寸法削ることで延長部材を設けたフレーム側受梁5、6を載置するスペースを確保することで、低コストで、かつ短い工期で乗客コンベアの耐震性を向上させることができる。 According to the first embodiment, the frame-side receiving beams 5 and 6 are attached to the frame-side receiving beams 5 and 6 by an extension member that extends the frame-side receiving beams 5 and 6 in the frame longitudinal direction, for example, the extension plate 7. The frame-side receiving beams 5 and 6 provided with extending members are extended by extending the hanging margin between the frame-side receiving beams 5 and 6 and the building receiving beams 2a and 3a and by cutting the floor 2 in a predetermined frame longitudinal dimension. By securing the space to be placed, the earthquake resistance of the passenger conveyor can be improved at a low cost and in a short construction period.
ここで、本発明に係る乗客コンベア装置の第2の実施形態を図10及び図11に基づき説明する。 Here, a second embodiment of the passenger conveyor device according to the present invention will be described with reference to FIGS. 10 and 11.
第2の実施形態と前述した第1の実施形態の主な相違点は、延長プレート70の取付け領域と、上階床2の削り領域(斜線部B)である。第2の実施形態では、図10及び図11に示すように、上部フレーム側受梁5におけるフレーム短手方向(幅方向)の一部、例えば、上部フレーム側受梁5のフレーム短手方向両端部に延長部材として延長プレート70が取付けられている。そして、図10の斜線部Bで示す削り領域のように、上階床2の一部を削り、延長プレート70を取付けた上部フレーム側受梁5を載置するスペースを確保(形成)する。 The main difference between the second embodiment and the first embodiment described above is the attachment region of the extension plate 70 and the shaving region (shaded portion B) of the upper floor 2. In the second embodiment, as shown in FIGS. 10 and 11, a part of the upper frame side receiving beam 5 in the frame short direction (width direction), for example, both ends of the upper frame side receiving beam 5 in the frame short direction. An extension plate 70 is attached to the part as an extension member. Then, as in the shaving area indicated by the hatched portion B in FIG. 10, a part of the upper floor 2 is shaved to secure (form) a space for placing the upper frame side receiving beam 5 to which the extension plate 70 is attached.
第2の実施形態によれば、延長部材及び上階床2の削り領域をフレーム短手方向の全体ではなく部分的に設けることで、前述した第1の実施形態に示すものより、延長プレート70を取付けるために行う上階床2の削り領域を狭くすることができ、これによって、建築構造物側の加工作業量を低減し、装置の凡庸性を高めると共に、工期の短縮を図ることができる。 According to the second embodiment, the extension plate 70 and the upper floor 2 are provided with a part of the shaving area instead of the entire frame in the lateral direction, thereby extending the extension plate 70 from that shown in the first embodiment. It is possible to narrow the cutting area of the upper floor 2 to be mounted to reduce the amount of processing work on the building structure side, increase the mediocrity of the device, and shorten the construction period. .
以上、本発明の実施例を説明してきたが、これまでの各実施例で説明した構成はあくまで一例であり、本発明は、技術思想を逸脱しない範囲内で適宜変更が可能である。また、それぞれの実施例で説明した構成は、互いに矛盾しない限り、組み合わせて用いても良い。 As mentioned above, although the Example of this invention has been described, the structure demonstrated by each Example so far is an example to the last, and this invention can be suitably changed within the range which does not deviate from a technical idea. Further, the configurations described in the respective embodiments may be used in combination as long as they do not contradict each other.
例えば、乗客コンベアの一例としてエスカレーターを例に説明をしたが、乗客コンベアの他の例として動く歩道に適用してもよい。また、延長部材の一例として延長プレート(例えば平鋼)を例に説明をしたが、延長部材の他の例としてL字鋼などの型鋼を用いてもよい。 For example, although an escalator has been described as an example of a passenger conveyor, it may be applied to a moving sidewalk as another example of a passenger conveyor. Further, although an extension plate (for example, flat steel) has been described as an example of the extension member, a mold steel such as L-shaped steel may be used as another example of the extension member.
1 エスカレーター
2 上階床
2a 建築受梁材
3 下階床
3a 建築受梁材
4 フレーム
5 上部フレーム側受梁
6 下部フレーム側受梁
7、70 延長プレート
8 ボルト
9 溶着部
DESCRIPTION OF SYMBOLS 1 Escalator 2 Upper floor 2a Building receiving material 3 Lower floor 3a Building receiving material 4 Frame 5 Upper frame side receiving beam 6 Lower frame side receiving beam 7, 70 Extension plate 8 Bolt 9 Welding part
Claims (4)
前記フレーム側受梁はL字型であり、前記フレーム側受梁は垂直となるL字の一方を前記フレームに固定されており、
前記フレーム側受梁に、L字の他方の先端に延長プレートを継ぐことで、前記フレーム側受梁を前記フレームの長手方向に、その継がれた延長プレートの上面の高さを前記フレームの高さでリニューアル前と同一に保って延長するとともに、前記一方の床と前記他方の床とのうち、前記延長部材を設けた側の床をその深さを同一に保って削り、前記延長部材を設けた前記フレーム側受梁を載置するスペースを確保したことを特徴とする乗客コンベアのリニューアル方法。 A frame suspended between one floor and the other floor of the building structure; and frame-side receiving beams provided at both end portions in the longitudinal direction of the frame, the one floor and the other In the renewal method of the passenger conveyor in which the frame side receiving beam is placed on the building receiving material provided on each of the floors of
The frame-side receiving beam is L-shaped, and the frame-side receiving beam is fixed to the frame with one of the vertical L-shapes.
By connecting an extension plate to the other end of the L-shape on the frame side receiving beam, the frame side receiving beam is set in the longitudinal direction of the frame, and the height of the upper surface of the extended extension plate is set to the height of the frame. both If you extended it coercive the same as before renewal in is among the the one of the floor and the other floor, cutting by keeping the side of the floor provided with the extension member in the same its depth, the A method for renewing a passenger conveyor, wherein a space for placing the frame-side receiving beam provided with an extension member is secured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2014220960A JP6362997B2 (en) | 2014-10-30 | 2014-10-30 | Renewal method of passenger conveyor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2014220960A JP6362997B2 (en) | 2014-10-30 | 2014-10-30 | Renewal method of passenger conveyor |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2016088631A JP2016088631A (en) | 2016-05-23 |
JP6362997B2 true JP6362997B2 (en) | 2018-07-25 |
Family
ID=56018466
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2014220960A Active JP6362997B2 (en) | 2014-10-30 | 2014-10-30 | Renewal method of passenger conveyor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP6362997B2 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6589830B2 (en) * | 2016-11-16 | 2019-10-16 | フジテック株式会社 | Passenger conveyor |
JP6367392B1 (en) * | 2017-02-10 | 2018-08-01 | 東芝エレベータ株式会社 | Passenger conveyor and its mounting method |
JP6367403B1 (en) * | 2017-03-01 | 2018-08-01 | 東芝エレベータ株式会社 | Passenger conveyor |
JP6382397B1 (en) * | 2017-06-05 | 2018-08-29 | 東芝エレベータ株式会社 | Passenger conveyor and its mounting method |
CN111344247B (en) * | 2017-11-22 | 2021-09-14 | 三菱电机株式会社 | Passenger conveyor |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2685978B2 (en) * | 1990-11-13 | 1997-12-08 | 株式会社東芝 | Support structure of main frame of main body of man conveyor |
JPH10316346A (en) * | 1997-05-22 | 1998-12-02 | Hitachi Ltd | Passenger conveyor device |
JP2000211868A (en) * | 1999-01-25 | 2000-08-02 | Hitachi Ltd | Passenger conveyor |
JP6017940B2 (en) * | 2012-11-30 | 2016-11-02 | 株式会社日立製作所 | Passenger conveyor |
-
2014
- 2014-10-30 JP JP2014220960A patent/JP6362997B2/en active Active
Also Published As
Publication number | Publication date |
---|---|
JP2016088631A (en) | 2016-05-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6362997B2 (en) | Renewal method of passenger conveyor | |
JP6475548B2 (en) | Extrusion construction method | |
JP2009107760A (en) | Man conveyor truss supporting apparatus | |
IT201800009730A1 (en) | BEAM FOR FORMWORK SYSTEMS | |
KR101948812B1 (en) | Hybrid Beam Consisted Of Compressive U-Shaped Flange And U And H-Shaped End Blocks | |
JP6200841B2 (en) | Passenger conveyor | |
KR101630931B1 (en) | Road decking panel having concrete crack protection and manufacture convenience | |
JP6370167B2 (en) | Raising tool and raising method | |
JP2013249617A (en) | Bridge | |
JP2010105779A (en) | Passenger conveyer | |
JP6473426B2 (en) | Fall bridge prevention structure | |
JP2018167925A (en) | Passenger conveyor | |
JP5369226B2 (en) | Column beam structure with semi-rigid joint at beam end | |
JP5827588B2 (en) | Floor slab reinforcement structure and reinforcement method | |
KR200466553Y1 (en) | Rubber-pad for deck plate | |
JP2010270478A (en) | Floor structure system for steel construction building | |
JP6336832B2 (en) | Passenger conveyor equipment | |
JP6196942B2 (en) | Escalator renewal method | |
JP2016210605A (en) | Occupant conveyor and its renewal method | |
JP2015028294A (en) | Side ditch regeneration structure | |
JP2015006944A (en) | Installation work floor device of elevator | |
JP6692769B2 (en) | Passenger conveyor and installation method of passenger conveyor | |
JP5161425B2 (en) | Passenger conveyor equipment | |
EP3088609A1 (en) | Fixing arrangement for fixing guardrail elements, and a guardrail | |
CN203129338U (en) | Punching-resistant protective system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
RD04 | Notification of resignation of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: A7424 Effective date: 20170116 |
|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20170221 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20171214 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20171219 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20180214 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20180306 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20180330 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20180529 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20180627 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 6362997 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |