JPH0830752B2 - Turbine foundation form and condenser assembly method - Google Patents

Turbine foundation form and condenser assembly method

Info

Publication number
JPH0830752B2
JPH0830752B2 JP2321952A JP32195290A JPH0830752B2 JP H0830752 B2 JPH0830752 B2 JP H0830752B2 JP 2321952 A JP2321952 A JP 2321952A JP 32195290 A JP32195290 A JP 32195290A JP H0830752 B2 JPH0830752 B2 JP H0830752B2
Authority
JP
Japan
Prior art keywords
condenser
turbine
foundation
formwork
assembly
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.)
Expired - Lifetime
Application number
JP2321952A
Other languages
Japanese (ja)
Other versions
JPH04191698A (en
Inventor
正人 郡司
辰 潮田
Original Assignee
日立プラント建設株式会社
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 日立プラント建設株式会社 filed Critical 日立プラント建設株式会社
Priority to JP2321952A priority Critical patent/JPH0830752B2/en
Publication of JPH04191698A publication Critical patent/JPH04191698A/en
Publication of JPH0830752B2 publication Critical patent/JPH0830752B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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

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  • Foundations (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はタービン基礎型枠と復水器の組付け方法に関
する。
The present invention relates to a method of assembling a turbine base formwork and a condenser.

〔従来の技術〕[Conventional technology]

従来にあっては、原子力発電所の復水器は、第6図に
示すように、タービン発電機の基礎1の脚壁2に挟まれ
た空隙2aに配置されるようになっている。また、タービ
ン発電機は前記基礎1上に据付配置されており、さらに
前記復水器は脚壁2に挟まれた空隙2aの底面に打設され
た基礎3上に据付配置されるようになっている。
Conventionally, a condenser of a nuclear power plant is arranged in a space 2a sandwiched between leg walls 2 of a foundation 1 of a turbine generator, as shown in FIG. Further, the turbine generator is installed and arranged on the foundation 1, and further, the condenser is installed and arranged on the foundation 3 driven on the bottom surface of the void 2a sandwiched between the leg walls 2. ing.

このように、原子力発電所の復水器はタービン発電機
の基礎1の下部に位置しているので、タービン発電機の
基礎工事が完了してから復水器を搬入し据付けるように
している。これを第7図を用いてさらに詳細に説明する
と、従来にあっては、タービン発電機基礎の型枠、鉄
筋、コンクリート打設4が終り、コンクリート養生5と
型枠支保工6が完了して始めて、復水器搬入7が可能と
なる。次に、復水器の芯出8が終って、復水器内部組立
9と配管継込み10が開始でき、復水器−タービンの直結
11が可能となる。なお、第7図において12は復水器サイ
ト組立、13はタービン据付、14は復水器細部組立を示
す。
In this way, since the condenser of the nuclear power plant is located under the foundation 1 of the turbine generator, the condenser is carried in and installed after the foundation work of the turbine generator is completed. . This will be described in more detail with reference to FIG. 7. In the conventional case, the formwork of the turbine generator foundation, the reinforcing bars, and the concrete placing 4 are completed, and the concrete curing 5 and the formwork support 6 are completed. For the first time, the condenser can be brought in 7. Next, after the condenser centering 8 is completed, the condenser internal assembly 9 and the pipe connection 10 can be started, and the condenser-turbine direct connection is completed.
11 are possible. In FIG. 7, 12 is the condenser site assembly, 13 is the turbine installation, and 14 is the condenser detailed assembly.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかし、従来にあっては復水器は、大型機器で現地工
事量が多く、又復水器とタービンの接続、配管接続、復
水器内に入る加熱器等、関連する作業が多数あり、発電
所建設工事のクリチカルとなっている。特に、天候に左
右される建築工事が遅れると、復水器及びその関連工事
で昼夜交替等の突貫工事となり、安全上問題がある他コ
ストも大幅に増大していた。
However, in the past, a condenser is a large-scale device that requires a large amount of on-site work, and there are many related works such as connecting the condenser and the turbine, connecting pipes, and heating the condenser. It has become a critical part of power plant construction work. In particular, if construction work that is affected by the weather is delayed, the condenser and related work will be forced to perform day-and-night shifts and other such rush work, which poses a safety problem and has significantly increased costs.

本発明は上述した従来の欠点を解消し、復水器据付期
間の確保とタービン発電機基礎工事の簡易化による短縮
を図ると共に作業員の急激な増員を回避し、コスト低減
を図れるタービン基礎型枠と復水器の組付け方法を提供
するにある。
The present invention solves the above-mentioned conventional drawbacks, secures the condenser installation period, shortens the turbine generator foundation work by simplifying it, avoids a rapid increase in the number of workers, and reduces the cost of the turbine base type. To provide a method of assembling the frame and the condenser.

〔課題を解決するための手段〕[Means for solving the problem]

前記目的を達成するために、本発明に係るタービン基
礎型枠と復水器の組付け方法は、原子力発電所のタービ
ン建屋マットコンクリートと復水器の基礎が完成した
後、タービン発電機の基礎のタービン基礎型枠を仮取付
けした復水器組立物を、復水器の基礎上に搬入して据付
け、各復水器周囲のタービン基礎型枠を継ぎ合わせるよ
うにしたものである。
In order to achieve the above-mentioned object, the method for assembling a turbine foundation formwork and a condenser according to the present invention is a method for constructing a turbine building mat concrete and a condenser foundation for a nuclear power plant, and then a turbine generator foundation. The condenser assembly temporarily attached with the turbine base form of No. 1 is carried in and installed on the foundation of the condenser, and the turbine base form around each condenser is joined together.

〔作用〕[Action]

このように本発明によれば、タービン発電機の基礎に
先行して復水器を据付けているので、関連作業を早い時
期に進められ。また、復水器にタービン基礎型枠を仮取
付けして搬入し、該タービン基礎型枠を組立てるように
しているので、タービン発電機の基礎の設定が容易にな
り、短期間で完成する。
As described above, according to the present invention, since the condenser is installed prior to the foundation of the turbine generator, the related work can be advanced at an early stage. Moreover, since the turbine base form is temporarily attached to the condenser and carried in, and the turbine base form is assembled, the foundation of the turbine generator can be easily set and completed in a short period of time.

〔実施例〕〔Example〕

以下、図に示す実施例を用いて本発明の詳細を説明す
る。
The present invention will be described in detail below with reference to the embodiments shown in the drawings.

第1図は復水器据付エリアと組立エリアの概略斜視図
である。同図は、マットコンクリート20と復水器基礎21
が完成した時点を示しており、復水器据付エリア以外の
組立エリアで製作工場から任意の分割で納入された復水
器22を現地組立するようにしている。なお、第1図にお
いて23は搬入レール、24は継ぎ鉄筋を示している。
FIG. 1 is a schematic perspective view of a condenser installation area and an assembly area. The figure shows mat concrete 20 and condenser foundation 21.
Shows the time when it was completed, and the condenser 22 delivered from the manufacturing factory in any division in the assembly area other than the condenser installation area is assembled locally. In FIG. 1, reference numeral 23 is a carry-in rail and 24 is a rebar.

第2図は組立エリアで組立てられた搬入レール23上の
復水器22にタービン発電機基礎のタービン基礎型枠25を
仮取付けした状態を示している。第3図はタービン基礎
型枠25を仮取付けした復水器22を据付エリアの復水器基
礎21上へ3台引込み芯出しした状態である。
FIG. 2 shows a state in which the turbine base formwork 25 of the turbine generator base is temporarily attached to the condenser 22 on the carry-in rail 23 assembled in the assembly area. FIG. 3 shows a state in which three condensers 22 to which the turbine base formwork 25 is temporarily attached are drawn in and centered on the condenser base 21 in the installation area.

第4図では芯出しが完了した復水器22とタービン基礎
型枠25の3台の中間を継ぎ型枠26で接続し、内部に鉄筋
を組立てる。3台の復水器22が芯出し完了した時点で、
これも予め他所で組立てられた接続基礎型枠27を設置
し、必要な埋込金物類を設定して、内部に鉄筋を組む。
次に、何層かに分けてコンクリートを打設すれば、これ
によってタービン発電機の基礎が完成する。
In FIG. 4, the center of the condenser 22 and the turbine base form 25 are connected to each other by a joint form 26 to assemble the rebar inside. When the three condensers 22 are completely centered,
This also installs the connection base formwork 27 assembled in advance in another place, sets the necessary embedded hardware, and assembles the reinforcing bar inside.
Next, concrete is placed in several layers to complete the foundation of the turbine generator.

第5図は本発明方法の工程を示している。予め組立エ
リアで復水器サイト組立28したものをマットコンクリー
ト29が完了した時点で復水器搬入30し、芯出し31を行っ
て、継ぎ型枠組立32と接続基礎型枠33を組立て、鉄筋コ
ンクリート打設34をする。次に、コンクリート養生35の
後、タービン据付36に入り、復水器−タービン直結37を
行う。このように、復水器芯出31が早い時期に終るの
で、配管継込み38が早く始められ、復水器内部組立39も
期間が十分とれるものとなる。
FIG. 5 shows the steps of the method of the present invention. When the matte concrete 29 is completed, the condenser site is assembled 28 in the assembly area in advance, the condenser is brought in 30, the centering 31 is performed, the joint formwork assembly 32 and the connection base formwork 33 are assembled, and the reinforced concrete is assembled. Cast 34. Next, after the concrete curing 35, the turbine installation 36 is entered, and the condenser-turbine direct connection 37 is performed. In this way, since the condenser centering 31 ends early, the pipe connection 38 is started early, and the condenser internal assembly 39 also has a sufficient period.

〔発明の効果〕〔The invention's effect〕

以上説明したように本発明方法によれば、原子力発電
所のタービン建屋マットコンクリートと復水器の基礎が
完成した後、タービン発電機の基礎のタービン基礎型枠
を仮取付けした復水器組立物を、復水器の基礎上に搬入
して据付け、各復水器周囲のタービン基礎型枠を継ぎ合
わせるようにしたので、復水器の据付けが早い時期にで
き、これによって内部組立、配管継込み等関連作業が早
い時期に進められ十分に期間がとれるという効果を奏す
る。また、タービン発電機の基礎型枠が容易に早く組立
てられるので、工程短縮を図ることができると共に、作
業員の急激な増員を回避でき、コストの低減を図ること
ができる。さらに、輻輳作業が回避し易くなり、安全な
工事が可能となる。
As described above, according to the method of the present invention, after the turbine building mat concrete of the nuclear power plant and the foundation of the condenser are completed, the condenser assembly in which the turbine foundation formwork of the foundation of the turbine generator is temporarily attached Was installed on the foundation of the condenser, and the turbine foundation form around each condenser was spliced together, so the condenser can be installed at an early stage, which allows internal assembly and piping connection. This has the effect that related work such as congestion can be advanced early and a sufficient period can be taken. Further, since the basic formwork of the turbine generator can be easily and quickly assembled, it is possible to shorten the process, avoid a sudden increase in the number of workers, and reduce costs. Furthermore, congestion work can be easily avoided, and safe construction can be performed.

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

第1図は復水器据付エリアと組立エリアの概略斜視図、
第2図は復水器とタービン基礎型枠の組立斜視図、第3
図は復水器とタービン基礎型枠の組立物を復水器基礎上
に設置した状態を示す斜視図、第4図は復水器とタービ
ン基礎型枠3台の中間を継ぎ型枠で接続した状態を示す
斜視図、第5図は本発明方法の工程を説明するための説
明図、第6図は従来のタービン発電機の基礎と復水器の
基礎の斜視図、第7図は従来方法の工程を説明するため
の説明図である。 20……マットコンクリート、 21……復水器基礎、 22……復水器、 25……タービン基礎型枠、 26……継ぎ型枠、 27……接続基礎型枠。
Figure 1 is a schematic perspective view of the condenser installation area and assembly area,
Fig. 2 is a perspective view of the condenser and turbine base formwork, Fig. 3
The figure shows a perspective view of the assembly of the condenser and turbine base formwork installed on the condenser base, and Fig. 4 connects the middle of the condenser and turbine base formwork with a joint formwork. FIG. 5 is an explanatory view for explaining the steps of the method of the present invention, FIG. 6 is a perspective view of the foundation of the conventional turbine generator and the condenser, and FIG. It is explanatory drawing for demonstrating the process of a method. 20 …… Matt concrete, 21 …… Condenser foundation, 22 …… Condenser, 25 …… Turbine foundation formwork, 26 …… Joint formwork, 27 …… Connection foundation formwork.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】原子力発電所のタービン建屋マットコンク
リートと復水器の基礎が完成した後、タービン発電機の
基礎のタービン基礎型枠を仮取付けした復水器組立物
を、復水器の基礎上に搬入して据付け、各復水器周囲の
タービン基礎型枠を継ぎ合わせるようにしたことを特徴
とするタービン基礎型枠と復水器の組付け方法。
Claims: 1. After the foundation of the turbine building mat concrete and the condenser of the nuclear power plant is completed, the condenser assembly temporarily attached with the turbine foundation formwork of the foundation of the turbine generator is replaced with the condenser foundation. A method for assembling a turbine foundation form and a condenser, which is characterized in that the turbine foundation form around each condenser is brought in and installed, and the turbine foundation form around each condenser is joined.
JP2321952A 1990-11-26 1990-11-26 Turbine foundation form and condenser assembly method Expired - Lifetime JPH0830752B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2321952A JPH0830752B2 (en) 1990-11-26 1990-11-26 Turbine foundation form and condenser assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2321952A JPH0830752B2 (en) 1990-11-26 1990-11-26 Turbine foundation form and condenser assembly method

Publications (2)

Publication Number Publication Date
JPH04191698A JPH04191698A (en) 1992-07-09
JPH0830752B2 true JPH0830752B2 (en) 1996-03-27

Family

ID=18138263

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2321952A Expired - Lifetime JPH0830752B2 (en) 1990-11-26 1990-11-26 Turbine foundation form and condenser assembly method

Country Status (1)

Country Link
JP (1) JPH0830752B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5943622B2 (en) * 2012-02-03 2016-07-05 三菱日立パワーシステムズ株式会社 Condenser installation method

Also Published As

Publication number Publication date
JPH04191698A (en) 1992-07-09

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