JPS58135376A - Method of fixing outer casing flange of valve water turbine - Google Patents
Method of fixing outer casing flange of valve water turbineInfo
- Publication number
- JPS58135376A JPS58135376A JP57016890A JP1689082A JPS58135376A JP S58135376 A JPS58135376 A JP S58135376A JP 57016890 A JP57016890 A JP 57016890A JP 1689082 A JP1689082 A JP 1689082A JP S58135376 A JPS58135376 A JP S58135376A
- Authority
- JP
- Japan
- Prior art keywords
- flange
- outer casing
- jig
- casing
- concrete
- 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.)
- Pending
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B11/00—Parts or details not provided for in, or of interest apart from, the preceding groups, e.g. wear-protection couplings, between turbine and generator
- F03B11/02—Casings
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
Description
【発明の詳細な説明】
本発明はバルブ水車の外側ケーシング7ランジの取付方
法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing an outer casing 7 flange of a valve water turbine.
このフランジは下流側端面にガイドベンリングを取付け
るため垂直度、平面度および内側ケーシングの下流側端
面との相対位置が正確であることが要求されている。This flange is required to have accurate perpendicularity, flatness, and relative position with the downstream end surface of the inner casing because a guide bend ring is attached to the downstream end surface.
第1図は従来の実施例を示し外側ケーシングの下流側の
要部断面図である。外側ケーシング1゜は、比較的肉厚
の鋼板により漏斗状に形成きれた外側ケーシング本体1
0aの小口径端面に環状の外側ケーシングフランジ11
が溶接されている。7ランジ11の下流側端面はガイド
ベンリング121付けるために機械加工がなされ、また
混示されないステーベンにより外側ケーシング1oと内
側ケーシング13は接続されている。フランジ11の上
流側側面にはアンカーボルト14が設けられ外側ケーシ
ング10の周囲に基礎コンクリート15が打設されてい
る。導水路は外側ケーシング1゜により形成され水は1
・6の矢視方向に流れる。FIG. 1 shows a conventional embodiment and is a sectional view of a main part on the downstream side of an outer casing. The outer casing 1° is an outer casing body 1 formed into a funnel shape using a relatively thick steel plate.
An annular outer casing flange 11 on the small diameter end face of 0a
is welded. 7 The downstream end face of the flange 11 is machined to attach a guide ring 121, and the outer casing 1o and the inner casing 13 are connected by a stave ring that is not mixed. Anchor bolts 14 are provided on the upstream side surface of the flange 11, and foundation concrete 15 is poured around the outer casing 10. The water conduit is formed by the outer casing 1°, and the water is
・Flows in the direction of arrow 6.
このような構成において外側ケーシング1oは。In such a configuration, the outer casing 1o.
内側ケーシング13の上部および下部から垂直方向に設
けられる図示されないステーベンと接続され1周囲には
基礎コンク!j −ト15が打設されるために、フラン
ジ11のガイドベンリングI2取付面にうねりが生じた
り或は傾きが生じ、垂直度。It is connected to stevens (not shown) provided vertically from the upper and lower parts of the inner casing 13, and is surrounded by a foundation concrete! j - Because the guide bend ring I2 mounting surface of the flange 11 is undulated or tilted due to the installation of the guide plate 15, the perpendicularity may be affected.
平面度を出す為にグラインダーによる修正加工に多くの
時間を必要とする欠点があった。It had the disadvantage that it required a lot of time to correct it using a grinder to achieve flatness.
本発明は上記のような欠点を除去し、7ランジを外側ケ
ーシングから切離して治具により固定した状態で外側ケ
ーシングの下流側に連接するように配置して周囲の基礎
コンク1− トの打設を行ない、硬化後に外側ケーシン
グ本体とフランジの上流側(1111面の接合部を溶接
により接合し、)→ンジの垂直度および平面度を確保す
ることの出来る外側ケーシングフランジを得ることを目
的と1.た。The present invention eliminates the above-mentioned drawbacks, and enables the pouring of surrounding foundation concrete by separating the seven lunges from the outer casing, fixing them with a jig, and arranging them so as to be connected to the downstream side of the outer casing. The purpose of this is to obtain an outer casing flange that can ensure the perpendicularity and flatness of the upstream side (1111 plane) of the outer casing body and the flange after hardening by welding. .. Ta.
第2図に本発明の実施例を示し外側ケーシング本体をフ
ランジの接続方法を示す要部断面図である。(2)にお
いて、第1因を同じ構成要素には同1〕符号を付すこと
でその説明を省略する。外(fillケーシング10は
、フランジ11が接合哀れでいないケーシング本体]O
aの状態で周面を貫通して基礎コンクリート15に埋込
まれる図示されないステーベンと接続し、ステーベンを
介して内側ケーシング13が接続され内側ケーシング1
3との相対位置が確保きれている。フランジ11は環状
の平板で単独に加工され外側ケーシング本体]Oaの下
流1ullと適合する内周面を備えている。21は底部
21aに開口部210″f:有しフランジ21b f備
えた円筒有底型の治具で7ランジ11を外側ケーシング
本体]OaK取付けるために作られたものである。FIG. 2 is a sectional view of a main part showing an embodiment of the present invention and showing a method of connecting an outer casing main body with a flange. In (2), components having the same first factor are given the same reference numeral 1] and their explanation will be omitted. Outside (fill casing 10 is the casing body where the flange 11 is not joined) O
In state a, the inner casing 1 is connected to a steven (not shown) that is embedded in the foundation concrete 15 through the peripheral surface, and the inner casing 13 is connected via the steven.
The relative position with 3 has been secured. The flange 11 is an annular flat plate that is individually machined and has an inner circumferential surface that is compatible with the downstream 1ull of the outer casing body Oa. Reference numeral 21 is a cylindrical bottomed jig having an opening 210''f at the bottom 21a and a flange 21bf, which is made for attaching the 7 flange 11 to the outer casing body]OaK.
治具21は、外側ケーシング1oのフランジ1】をフラ
ンジ面21bK取付け、底部2]aを内側ケーシング1
3の下流側端面13aに取付けることにより、フランジ
11の上流側の内径寄りの側面が外側ケーシング本体1
0aの下流l1111の端面に接し、フランジ11の内
周面は外側ケーシング本体10aの下流側の内周面と連
がるように構成しである。こノ状態でフランジ11の上
流側面の面上にアンカボルト14を溶接して、外側ケー
シング本体10aの周囲に基礎コンクリ )15e打設
する。外側ケーシング本体10aとフランジ1】の接合
部22は、基礎コンクIJ −ト15が硬化した後に基
礎コンクリート】5の内部からの浸透水をシールする程
度の溶接を行ない治具21を取り離す。The jig 21 attaches the flange 1] of the outer casing 1o to the flange surface 21bK, and attaches the bottom part 2]a to the inner casing 1.
By attaching the flange 11 to the downstream end surface 13a of the flange 11, the upstream inner diameter side surface of the flange 11 is attached to the outer casing body 1.
The inner circumferential surface of the flange 11 is in contact with the end surface of the downstream l1111 of Oa, and is configured to be continuous with the inner circumferential surface on the downstream side of the outer casing body 10a. In this state, anchor bolts 14 are welded onto the upstream side surface of flange 11, and foundation concrete 15e is poured around outer casing body 10a. The joint 22 between the outer casing main body 10a and the flange 1 is welded to the extent that it seals the water that seeps in from the inside of the foundation concrete IJ-5 after the foundation concrete 15 has hardened, and the jig 21 is removed.
上dCにおいて外側ケーシング100ノランジ1】は、
基礎コンクI7−ト15が打設されて硬化し。In the upper dC the outer casing 100 norange 1] is
The foundation concrete I7-15 is poured and hardened.
外側ケーシング本体10aとの接合部22に溶接される
まで治具21により固定され、図示されないガイドベン
リングを介してフランジ11に働く水圧推力はアンカボ
ルト】4で基礎コンクリ−目5に伝えられ、直接力を受
けることが少ないため溶接も強度を必要としないシール
程度でよく、外側ケーシング10の組立、据付、コンク
リート打設に伴なう変形の極めて少ない7ランジ面が得
られる。The flange 11 is fixed by a jig 21 until it is welded to the joint 22 with the outer casing main body 10a, and the hydraulic thrust acting on the flange 11 via a guide bend ring (not shown) is transmitted to the foundation concrete seam 5 by the anchor bolt 4. Since the outer casing 10 is not subjected to direct force, welding can be done at the level of a seal that does not require any strength, and a 7-lunge surface that undergoes extremely little deformation during assembly, installation, and concrete pouring of the outer casing 10 can be obtained.
本発明は上記のように垂直度、平面度を正確に必要とす
るフランジ面を外側ケーゾングに形成することが出来、
フランジ面の修正加工を大巾に省略し据付工期を短縮し
て据付コストを低減することの出来るバルブ水車の外側
ケーシングフランジ 5−
の取付方法を提供することが出来る。As described above, the present invention can form a flange surface that requires accurate perpendicularity and flatness on the outer casing.
It is possible to provide a method for attaching an outer casing flange 5- of a valve water turbine, which can largely omit correction work on the flange surface, shorten the installation period, and reduce installation costs.
4、簡単な図面の説明
第1図は従来の実施例を示し外側ケーシングの下流側要
部断面図、第2図は本発明の実施例を示し外側ケーシン
グと7ランジの接続方法を示す要部断面図である。4. Brief description of the drawings Figure 1 shows a conventional embodiment and is a cross-sectional view of the main part on the downstream side of the outer casing, and Figure 2 shows the embodiment of the present invention and shows the main part of the connection method between the outer casing and the 7 flange. FIG.
】0・・・外側ケーシング、10a・・・外側ケーシン
グ本体、11・・・外側ケーシングフランジ、12・・
・ガイドベンリング、13a・・・内側ケーシング下流
側端面、15・・・基礎コンクリート、2】・・・治A
、 2]a・・・治具の底部、211)・・・治具の
7ランジ、21c・・・治具の開口部、22・・・接合
部。]0...Outer casing, 10a...Outer casing body, 11...Outer casing flange, 12...
・Guide bend ring, 13a...Inner casing downstream end face, 15...Foundation concrete, 2]...Cure A
, 2]a...bottom of the jig, 211)...7 langes of the jig, 21c...opening of the jig, 22...junction.
6− 才1図 第2図 E3Q :、!’Ic6- 1 figure Figure 2 E3Q:,! 'Ic
Claims (1)
用外側ケーシングフランジとからなるバルブ水車の漏斗
状外側ケーシングにおけるケーシング本体の下流側小口
径端面と前記フランジの上流側で内径寄りの側面との互
に切り離された接合部を、治具にて仮接合した後、基礎
コンクリートを前記外側ケーシングの周囲に打設し、基
礎コンクI+ −トが硬化後治具を取り外し、前記接合
部の内周壁を溶接接合するようにしたことを特徴とする
バルブ水車の外側ケーシング7ランジの増刊方法、2、
特許請求の範囲第1項に記載の外側ケーシングフランジ
の取付方法において、治具は底部に開口部を有しフラン
ジ付き有底円筒型であることを特徴とするバルブ水車の
外側ケーシング7ランジの取付方法。1) In a funnel-shaped outer casing of a valve water turbine, which is composed of an outer casing body and an annular guide bend ring mounting outer casing flange, the downstream small-diameter end face of the casing body and the inner diameter side face on the upstream side of the flange are mutually connected. After temporarily joining the separated joints with a jig, foundation concrete is cast around the outer casing, and after the foundation concrete has hardened, the jig is removed and the inner peripheral wall of the joint is welded. Method for adding 7 langes to the outer casing of a valve water turbine, characterized in that they are joined together, 2.
The method for attaching an outer casing flange according to claim 1, wherein the jig has an opening at the bottom and is a flanged bottomed cylindrical type. Method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57016890A JPS58135376A (en) | 1982-02-04 | 1982-02-04 | Method of fixing outer casing flange of valve water turbine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57016890A JPS58135376A (en) | 1982-02-04 | 1982-02-04 | Method of fixing outer casing flange of valve water turbine |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58135376A true JPS58135376A (en) | 1983-08-11 |
Family
ID=11928754
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57016890A Pending JPS58135376A (en) | 1982-02-04 | 1982-02-04 | Method of fixing outer casing flange of valve water turbine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58135376A (en) |
-
1982
- 1982-02-04 JP JP57016890A patent/JPS58135376A/en active Pending
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