JPS5946590A - Method of fixing pipe in pressure suppression chamber of reactor container - Google Patents

Method of fixing pipe in pressure suppression chamber of reactor container

Info

Publication number
JPS5946590A
JPS5946590A JP57155961A JP15596182A JPS5946590A JP S5946590 A JPS5946590 A JP S5946590A JP 57155961 A JP57155961 A JP 57155961A JP 15596182 A JP15596182 A JP 15596182A JP S5946590 A JPS5946590 A JP S5946590A
Authority
JP
Japan
Prior art keywords
pressure suppression
suppression chamber
piping
reactor
reactor containment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP57155961A
Other languages
Japanese (ja)
Other versions
JPH0213757B2 (en
Inventor
隆 吉田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP57155961A priority Critical patent/JPS5946590A/en
Publication of JPS5946590A publication Critical patent/JPS5946590A/en
Publication of JPH0213757B2 publication Critical patent/JPH0213757B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Structure Of Emergency Protection For Nuclear Reactors (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の技術分野〕 この発明は沸騰水型原子力発電プラントにおける配管据
付方法に係り、特にマーク1型およびマーク1改良型原
子力発電プラントの原子炉格納容器圧力抑制室内配管の
据付方法に関する。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to a piping installation method in a boiling water nuclear power plant, and in particular, to a piping installation method in a reactor containment pressure suppression room of a Mark 1 type and Mark 1 improved nuclear power plant. Regarding the installation method.

〔発明の技術的背景とその問題点〕[Technical background of the invention and its problems]

一般に、沸騰水型原子力発電プラントにおいては、原子
炉建屋基礎の完成を待って原子炉格納容器の組立工事が
始まり、この組立工事と平行して原子炉建屋基礎床から
立上る原子炉建屋基礎壁工事が開始される。原子炉建屋
基礎から立上る基礎壁の工事で、圧力抑制室が原子炉格
納容器の下部周辺に形成されるが、圧力抑制室形成前に
原子炉格納容器圧力抑制容器が予め据付けられると、圧
力抑制室内の作業空間が減少してスペース的制約を受け
、以後の圧力抑制室の完成作業が困難になり、また作業
時間が長びく原因となっている。このため、原子炉格納
容器圧力抑制容器は圧力抑制室の周側壁の完成をまって
搬入、敷設される。
In general, in boiling water nuclear power plants, assembly work for the reactor containment vessel begins after the completion of the reactor building foundation, and in parallel with this assembly work, the reactor building foundation wall rises from the reactor building foundation floor. Construction begins. During construction of the foundation wall that rises from the reactor building foundation, a pressure suppression chamber is formed around the lower part of the reactor containment vessel, but if the reactor containment pressure suppression vessel is installed in advance before the pressure suppression chamber is formed, the pressure The work space in the suppression chamber is reduced and is subject to space constraints, making it difficult to complete the subsequent pressure suppression chamber and prolonging the work time. For this reason, the reactor containment pressure suppression vessel will be brought in and installed only after the circumferential wall of the pressure suppression chamber is completed.

しかし、圧力抑制室内に原子炉格納容器圧力抑制容器が
据付けられると、圧力抑制室の天井床工事に必要な作業
材が使えなく々る。キこて、圧力抑制室の周側壁間に■
型鋼等に天井梁が放射状に装架され、この天井梁上に天
井床が張られ、天井床敷設後に原子炉建屋を完成させる
ための建屋工事が進められる。一方、天井梁の下では原
子炉格納容器圧力抑制容器の溶接工事、圧力抑制室内配
管の据付・接続工事が行なわれる。
However, when the reactor containment vessel pressure suppression vessel is installed inside the pressure suppression chamber, the materials needed for the ceiling and floor construction of the pressure suppression chamber become unusable. ■ Between the trowel and the peripheral wall of the pressure suppression chamber.
Ceiling beams are installed radially on shaped steel, etc., and a ceiling floor is laid over the ceiling beams. After the ceiling floor is installed, building construction to complete the reactor building proceeds. Meanwhile, under the ceiling beam, welding work for the reactor containment vessel pressure suppression vessel and installation and connection work for pressure suppression chamber piping will be carried out.

原子炉建屋工事の進展具合は将来原子炉圧力容器の搬入
時間に重大な影響を与えるもので、早期搬入を図る場合
には原子炉建屋の建設工事を早める必要がある。原子炉
建屋基礎完成およびこれに続く原子炉格納容器、原子炉
建屋基礎壁、原子炉格納容器圧力抑制容器、原子炉格納
容器圧力抑制室天井床の工事およびこの後の原子炉建屋
工事は、原子力発電所建設工事の全体工期の中でクリテ
ィカルを形成している。このクリティカルに押し切られ
、圧力抑制室天井壁完成後に天井壁に板間口部を形成し
、その後、圧力抑制室内に配設される圧力抑制室内配管
を(圧力抑制室内へ搬送・搬入するため)小さく分割し
た状態で上記板間口部から搬入し、圧力抑制室内で、組
み立てて天井梁に取付け、溶接等で接続しており、圧力
抑制室内配管を天井梁へ据付けた後に、不要となった上
記板間口部を閉塞しなければならない。このため、圧力
抑制室内配管の据付工事に面倒な多くの作業が要求され
、また、作業環境の悪い場所での配管据(3) 付工事であるため多大な作業時間がかかり、ひいては原
子力発電所の建設工事全体に悪影響を与える原因となっ
ていた。
The progress of the reactor building construction will have a significant impact on the time it takes to bring in the reactor pressure vessels in the future, and if we want to bring them in early, we need to speed up the construction of the reactor building. Completion of the reactor building foundation, subsequent construction of the reactor containment vessel, reactor building foundation wall, reactor containment pressure suppression vessel, reactor containment pressure suppression chamber ceiling and floor, and subsequent reactor building construction will be carried out by the nuclear power plant. This is a critical period in the overall construction period of the power plant. Due to this critical situation, after the ceiling wall of the pressure suppression chamber was completed, a board opening was formed on the ceiling wall, and after that, the pressure suppression chamber piping installed inside the pressure suppression chamber was made smaller (in order to be transported and carried into the pressure suppression chamber). The above-mentioned board was delivered in a divided state through the frontage of the above-mentioned board, assembled in the pressure suppression room, attached to the ceiling beam, and connected by welding, etc., and became unnecessary after the piping in the pressure suppression room was installed to the ceiling beam. The frontage must be closed. For this reason, a lot of troublesome work is required to install the pipes in the pressure suppression room, and since the pipe installation work is performed in a place with a poor work environment, it takes a lot of time, and this can lead to problems at nuclear power plants. This was causing a negative impact on the entire construction work.

〔発明の目的〕[Purpose of the invention]

この発明は上述した点を考慮し、作業環境の悪い圧力抑
制室内配管据付場所での作業を減少させて配管据付作業
の効率化を図り、全体として原子力発電所の建設工事期
間の短縮を図ることができるようにした原子炉格納容器
圧力抑制室内配管の据付方法を提供することを目的とす
る。
In consideration of the above-mentioned points, this invention aims to improve the efficiency of piping installation work by reducing the work in the pressure suppression indoor piping installation area where the working environment is poor, and to shorten the construction period of a nuclear power plant as a whole. The purpose of the present invention is to provide a method for installing piping inside a reactor containment vessel pressure suppression chamber.

〔発明の概要〕[Summary of the invention]

上述した目的を達成するため、この発明は原子炉建屋の
原子炉格納容器圧力抑制室に圧力抑制室内配管を据付け
る方法において、圧力抑制室内配管を圧力抑制室天井梁
に予め取付けておき、圧力抑制室天井梁を圧力抑制室に
装架することにより圧力抑制室内配管の圧力抑制室への
取付けを行ない、その後、圧力抑制室内配管を互いに接
続する原子炉格納容器圧力抑制室内配管の据付方法を提
供するものである。
In order to achieve the above object, the present invention provides a method for installing pressure suppression chamber piping in a reactor containment vessel pressure suppression chamber of a reactor building, in which the pressure suppression chamber piping is attached to a pressure suppression chamber ceiling beam in advance, and the pressure The piping in the pressure suppression chamber is installed in the pressure suppression chamber by mounting the suppression chamber ceiling beam on the pressure suppression chamber, and then the installation method of the piping in the reactor containment vessel pressure suppression chamber is explained, which connects the piping in the pressure suppression chamber to each other. This is what we provide.

(4) 〔発明の実施例〕 この発明の一実施例について添付図面を参照して説明す
る。
(4) [Embodiment of the Invention] An embodiment of the present invention will be described with reference to the accompanying drawings.

第1図はマーク1改良型の沸騰水型原子力発電所であっ
て、図中符号10は沸騰水型原子力発電所の原子炉建屋
を示す。原子炉建屋10は原子炉建屋基礎床11上に設
けられた原子炉格納容器12を収納しており、この原子
炉格納容器12はコンクリート壁からなる生体遮蔽壁1
3で覆われる。上記原子炉格納容器12の下部周辺には
圧力抑制室14が画成され、この圧力抑制室14内にr
−ナラ状の原子炉格納容器圧力抑制容器15が収容され
る。圧力抑制室14の天井床梁16に第2図に示す圧力
抑制室内配管17が支持金具18により取付けられ、据
付けられる。
FIG. 1 shows a Mark 1 improved boiling water nuclear power plant, and reference numeral 10 in the figure indicates the reactor building of the boiling water nuclear power plant. The reactor building 10 houses a reactor containment vessel 12 provided on the reactor building foundation floor 11, and this reactor containment vessel 12 has a biological shielding wall 1 made of a concrete wall.
Covered by 3. A pressure suppression chamber 14 is defined around the lower part of the reactor containment vessel 12.
- A hollow-shaped reactor containment pressure suppression vessel 15 is accommodated. The pressure suppression chamber internal piping 17 shown in FIG. 2 is attached to the ceiling floor beam 16 of the pressure suppression chamber 14 with a support fitting 18 and installed.

一方、原子炉格納容器12内には原子炉圧力容器支持さ
れる。原子炉圧力容器19内には原子炉燃料を内蔵した
炉心部(図示せず)が収容される。
On the other hand, a reactor pressure vessel is supported within the reactor containment vessel 12. A reactor core (not shown) containing reactor fuel is housed within the reactor pressure vessel 19 .

次に、沸騰水型原子力発電所の建設作業について述べる
Next, we will discuss the construction work of a boiling water nuclear power plant.

原子力発電所の建設に際しては、まず原子炉建屋基礎1
1をコンクリート打設により形成する。原子炉建屋基礎
11の完成後に原子炉格納容器12の組立工事を開始す
るとともに、原子炉建屋基礎壁21を形成すべくコンク
リートで打設する。この原子炉建屋基礎壁21の完成に
より、原子炉建屋基礎床上に圧力抑制室14が画成され
、この圧力抑制室14内に原子炉格納容器圧力抑制容器
15が搬入され、搬入された圧力抑制容器15はこの室
内に据付けられる。
When constructing a nuclear power plant, the first step is to build the reactor building foundation 1.
1 by pouring concrete. After the reactor building foundation 11 is completed, assembly work for the reactor containment vessel 12 is started, and concrete is poured to form the reactor building foundation wall 21. With the completion of this reactor building foundation wall 21, a pressure suppression chamber 14 is defined on the reactor building foundation floor, and the reactor containment pressure suppression vessel 15 is carried into this pressure suppression chamber 14, and the pressure suppression vessel 15 is carried into the pressure suppression chamber 14. The container 15 is installed in this chamber.

その後、圧力抑制室14の内外の周側壁21 、21 
a間に原子炉格納容器圧力抑制室天井梁16を放射状に
装架する。この天井梁16の下側には第2図に示すよう
に圧力抑制室内配管17が支持金具18により予め据付
けられている。圧力抑制室内配管17は、作業スペース
を充分にとることができる作業環境の良い場所で天井梁
16に予め据付けられ、一体化される。圧力抑制室内配
管17を一体的に取付けた天井梁16はクレーンn等で
吊設搬送され、圧力抑制室14の周側壁21.21a間
の所定位置に搭載される。
After that, the inner and outer circumferential walls 21 , 21 of the pressure suppression chamber 14
Reactor containment vessel pressure suppression chamber ceiling beams 16 are installed radially between a. As shown in FIG. 2, a pressure suppression indoor pipe 17 is installed in advance under the ceiling beam 16 using a support fitting 18. The pressure suppression indoor piping 17 is installed and integrated with the ceiling beam 16 in advance at a location with sufficient work space and a good working environment. The ceiling beam 16 to which the pressure suppression chamber piping 17 is integrally attached is suspended and transported by a crane n or the like, and is mounted at a predetermined position between the circumferential walls 21 and 21a of the pressure suppression chamber 14.

原子炉格納容器圧力抑制室天井梁16および圧力抑制室
内配管17の一体物の搭載完了後に、圧力抑制室天井梁
16上に天井床nが張られ、この天井床n敷設後原子炉
建屋10の建屋部分の建設工事が進められる。
After the installation of the reactor containment vessel pressure suppression chamber ceiling beam 16 and the pressure suppression chamber piping 17 as a single unit is completed, a ceiling floor n is laid on the pressure suppression chamber ceiling beam 16, and after this ceiling floor n is laid, the reactor building 10 is Construction work on the building section is progressing.

一方、原子炉格納容器圧力抑制室14内では、天井梁1
6に据付けられた圧力抑制室内配管17のフィツトアッ
プ、溶接等の接続作業が続けられるが、従来のように天
井床敷設後に板間口部を天井床に形成し、上記板間口部
を通して細分割された圧力抑制室配管を圧力抑制室内に
搬入する搬入作業や、搬入後に作業環境が悪く、小さな
作業スペースでの圧力抑制室内配管の天井床への据付作
業、さらに板間口部を再閉塞する作業が不要となり、従
来のものに較べると配管据付作業工程、作業時間を著し
く短縮することができる。
On the other hand, inside the reactor containment vessel pressure suppression chamber 14, the ceiling beam 1
The fitting-up, welding, and other connection work for the pressure suppression indoor piping 17 installed in 6 continues, but as in the past, after the ceiling floor is laid, a board opening is formed on the ceiling floor, and the pipe is subdivided through the board opening. The work involved carrying the pipes into the pressure suppression chamber into the pressure suppression chamber, installing the pipes in the pressure suppression chamber on the ceiling floor in a small work space due to the poor working environment, and re-blocking the board openings. This makes it possible to significantly shorten the piping installation work process and work time compared to conventional methods.

〔発明の効果〕〔Effect of the invention〕

抑制室内配管を予め圧力抑制室天井梁に取付けておき、
上記圧力抑制室天井梁を圧力抑制室に装架することによ
り、圧力抑制室内配管の圧力抑制室への取付けが行なわ
れるようにしたから、圧力抑制室内配管は圧力抑制室天
井梁の搬送、装架に伴って圧力抑制室内の所定位置に据
付けることができ、圧力抑制室内配管および配管用足場
を単独で圧力抑制室内に搬入する段取作業や、圧力抑制
室内配管を圧力抑制室に搬入するために天井床に板間口
部を設けたり、板間口部を閉塞させる復旧作業、さらに
、搬入された圧力抑制室内配管の圧力抑制室天井梁への
取付作業が全く不要になり、その分だけ原子炉建屋の建
設工事を早めることができる。したがって、作業環境が
悪く、充分な作業スペースがとれない圧力抑制室内での
配管据付作業数を減らして配管据付作業の効率化を充分
に図ることができ、ひいては原子力発電所の建設工事期
間の短縮を有効的に図ることができる等の効果を奏する
Attach the suppression chamber piping to the pressure suppression chamber ceiling beam in advance,
By mounting the above-mentioned pressure suppression chamber ceiling beam on the pressure suppression chamber, the pressure suppression chamber piping can be attached to the pressure suppression chamber. It can be installed at a predetermined position in the pressure suppression chamber along with the rack, and can be used for setup work such as bringing the pressure suppression indoor piping and piping scaffolding into the pressure suppression chamber alone, or to carry the pressure suppression indoor piping into the pressure suppression chamber. This eliminates the need for restoration work such as creating a board opening in the ceiling floor or closing the board opening, as well as the work of attaching the pipes brought into the pressure suppression room to the ceiling beams of the pressure suppression room. The construction work of the furnace building can be accelerated. Therefore, it is possible to sufficiently improve the efficiency of piping installation work by reducing the number of piping installation operations in pressure suppression chambers where the working environment is poor and there is not enough work space, which in turn shortens the construction period of nuclear power plants. It is possible to effectively achieve the following effects.

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

第1図はこの発明に係る原子炉格納容器圧力抑制室内配
管の据付方法を適用したマーク1改良型沸騰水型原子力
発電所の構造を示す断面図、第2図は、圧力抑制室内配
管を一体的に取付けた圧力抑制室天井梁の圧力抑制室へ
の装架手順を説明する斜視図である。 10・・・原子炉建屋、11・・・原子炉建屋基礎、1
2・・・原子炉格納容器、13・・・遮蔽壁、14・・
・圧力抑制室、15・・・原子炉格納容器圧力抑制容器
、16・・・圧力抑制室天井梁、17・・・圧力抑制室
内配管、18・・・支持金具、19・・・原子炉圧力容
器、21・・・原子炉建屋基礎壁、n・・・圧力抑制室
天井床。 出願人代理人  波 多 野   久
Fig. 1 is a cross-sectional view showing the structure of a Mark 1 improved boiling water nuclear power plant to which the method of installing piping in the pressure suppression chamber of the reactor containment vessel according to the present invention is applied, and Fig. 2 shows the piping in the pressure suppression chamber integrated. FIG. 3 is a perspective view illustrating a procedure for mounting the pressure suppression chamber ceiling beam that is attached to the pressure suppression chamber; 10... Reactor building, 11... Reactor building foundation, 1
2... Reactor containment vessel, 13... Shielding wall, 14...
・Pressure suppression chamber, 15...Reactor containment vessel pressure suppression vessel, 16...Pressure suppression chamber ceiling beam, 17...Pressure suppression chamber piping, 18...Supporting metal fittings, 19...Reactor pressure Container, 21...Reactor building foundation wall, n...Pressure suppression chamber ceiling floor. Applicant's agent Hisashi Hatano

Claims (1)

【特許請求の範囲】 1、原子炉建屋の原子炉格納容器圧力抑制室に圧力抑制
室内配管を据付ける方法において、圧力抑制室内配管を
圧力抑制室天井梁に予め取付けておき、圧力抑制室天井
梁を圧力抑制室に装架することにより、圧力抑制室内配
管の圧力抑制室内への取付けを行ない、その後圧力抑制
室内配管を互いに接続することを特徴とする原子炉格納
容器圧力抑制室内配管の据付方法。 2、圧力抑制室内配管を取付けた圧力抑制室天井梁の圧
力抑制室への装架け、圧力抑制室内に原子炉格納容器圧
力抑制容器が搬入され、据付けられた後行なわれる特許
請求の範囲第1項に記載の原子炉格納容器圧力抑制室内
配管の据付方法。 3、圧力抑制室天井梁を圧力抑制室に装架した後、圧力
抑制室天井床の敷設工事が行なわれる特許請求の範囲第
1項に記載の原子炉格納容器圧力抑制室内配管の据付方
法。 4、圧力抑制室天井梁は圧力抑制室の内外周側壁間に放
射状に装架される特許請求の範囲第1項または第2項に
記載の原子炉格納容器圧力抑制室内配管の据付方法。 5、圧力抑制室内配管は圧力抑制室天井壁に支持金具を
介して取付けられる特許請求の範囲第1項に記載の原子
炉格納容器圧力抑制室内配管の据付方法。
[Claims] 1. In a method for installing pressure suppression chamber piping in a reactor containment vessel pressure suppression chamber of a reactor building, the pressure suppression chamber piping is attached in advance to a pressure suppression chamber ceiling beam, and Installation of piping in the pressure suppression chamber of a reactor containment vessel, characterized in that piping in the pressure suppression chamber is installed in the pressure suppression chamber by mounting a beam in the pressure suppression chamber, and then the piping in the pressure suppression chamber is connected to each other. Method. 2. Installation of the pressure suppression chamber ceiling beam to which the pressure suppression chamber piping is attached to the pressure suppression chamber, which is carried out after the reactor containment vessel pressure suppression vessel is carried into the pressure suppression chamber and installed.Claim 1 Installation method of reactor containment vessel pressure suppression chamber piping described in . 3. The method for installing piping within a reactor containment vessel pressure suppression chamber according to claim 1, wherein after installing the pressure suppression chamber ceiling beam in the pressure suppression chamber, construction of the pressure suppression chamber ceiling floor is performed. 4. The method for installing piping within a reactor containment vessel pressure suppression chamber according to claim 1 or 2, wherein the pressure suppression chamber ceiling beam is installed radially between the inner and outer peripheral side walls of the pressure suppression chamber. 5. The method for installing reactor containment vessel pressure suppression chamber piping according to claim 1, wherein the pressure suppression chamber piping is attached to the pressure suppression chamber ceiling wall via a support fitting.
JP57155961A 1982-09-09 1982-09-09 Method of fixing pipe in pressure suppression chamber of reactor container Granted JPS5946590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57155961A JPS5946590A (en) 1982-09-09 1982-09-09 Method of fixing pipe in pressure suppression chamber of reactor container

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57155961A JPS5946590A (en) 1982-09-09 1982-09-09 Method of fixing pipe in pressure suppression chamber of reactor container

Publications (2)

Publication Number Publication Date
JPS5946590A true JPS5946590A (en) 1984-03-15
JPH0213757B2 JPH0213757B2 (en) 1990-04-05

Family

ID=15617311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57155961A Granted JPS5946590A (en) 1982-09-09 1982-09-09 Method of fixing pipe in pressure suppression chamber of reactor container

Country Status (1)

Country Link
JP (1) JPS5946590A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63294777A (en) * 1987-05-28 1988-12-01 Fundookin Shoyu Kk Production of koji by koji cutting

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5036892A (en) * 1973-08-06 1975-04-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5036892A (en) * 1973-08-06 1975-04-07

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63294777A (en) * 1987-05-28 1988-12-01 Fundookin Shoyu Kk Production of koji by koji cutting

Also Published As

Publication number Publication date
JPH0213757B2 (en) 1990-04-05

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