JPH045681Y2 - - Google Patents
Info
- Publication number
- JPH045681Y2 JPH045681Y2 JP8387286U JP8387286U JPH045681Y2 JP H045681 Y2 JPH045681 Y2 JP H045681Y2 JP 8387286 U JP8387286 U JP 8387286U JP 8387286 U JP8387286 U JP 8387286U JP H045681 Y2 JPH045681 Y2 JP H045681Y2
- Authority
- JP
- Japan
- Prior art keywords
- connecting plate
- plate damper
- damper
- blade
- tenon
- 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
Links
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 230000000694 effects Effects 0.000 description 7
- 238000013016 damping Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 210000003371 toe Anatomy 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、タービン動翼先端部の羽根とシユラ
ウドとの隙間に挿入される接続板ダンパの改良に
関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an improvement of a connecting plate damper inserted into a gap between a blade at the tip of a turbine rotor blade and a shroud.
タービン動翼には高速回転による大きな遠心力
が作用している状態で蒸気流が励振力として加わ
る。したがつてタービン動翼の強度は振動強度が
問題となる。振動応力の大きさは系のダンピング
の大きさによつて左右され一般に従来の動翼は数
枚の翼をシュラウドでつづりあわせた翼群で構成
されている。これを有限翼群と呼んでいる。これ
に対して系のダンピングを増すために翼群と翼群
の間に接続板ダンパを設けることが行なわれてい
る。接続板ダンパによつてダンピングが増えるほ
か、全周シユラウドを連続させた無限翼群の振動
特性を有することになり、危険共振点の減少など
の利点も生じる。
The steam flow is applied as an excitation force to the turbine rotor blades while a large centrifugal force is acting on them due to high speed rotation. Therefore, the strength of the turbine rotor blades is determined by the vibration strength. The magnitude of vibration stress is influenced by the magnitude of damping in the system, and conventional rotor blades are generally composed of a group of several blades connected by a shroud. This is called a finite wing group. In order to increase the damping of the system, connecting plate dampers are provided between the blade groups. Not only does the connecting plate damper increase damping, but it also has the vibration characteristics of an infinite group of blades with a continuous shroud all around it, resulting in benefits such as fewer dangerous resonance points.
そこで、従来のタービンにおいては、第5図な
いし第9図に図示するように、タービン動翼の羽
根04先端部とシユラウド03との隙間に接続板
ダンパ01を装着させているが、前記羽根04の
頂部にテノン02を突設させるとともに、複数の
羽根04を一枚のシユラウド03で綴つており、
該接続板ダンパ01は隣接した綴り翼の、端の羽
根04を連続させるためのもので、その羽根04
の装着には、前記接続板ダンパ01に設けてある
2個のテノン挿入孔06を隣接両羽根04のテノ
ン02に挿入させてから、夫々の綴り翼上にシユ
ラウド03を載設した後に、前記テノン02の頭
部をかしめて行なう。なお、前記接続板ダンパ0
1の装着には、上記した理由によりシユラウド0
3との相対すべりによる減衰効果、および翼の全
周連結によつて無限翼群の振動特性保持、危険共
振点の減少等の利点がある。しかるに、前述した
従来の接続板ダンパ01は、テノン02の頭かし
め装着のため、一度組付けをすると取外しが不可
能となり、したがつて、該接続板ダンパ01のう
ち一枚でも損傷すると前記テノン02と一体化さ
せられている全羽根04を新品に交換する必要が
あり、その場合の費用が膨大になる欠点が避けら
れない。 Therefore, in conventional turbines, as shown in FIGS. 5 to 9, a connecting plate damper 01 is installed in the gap between the tip of the blade 04 of the turbine rotor blade and the shroud 03. A tenon 02 is protruded from the top of the blade, and multiple blades 04 are bound together with a single shroud 03.
The connecting plate damper 01 is for connecting the end blades 04 of adjacent blades.
For installation, the two tenon insertion holes 06 provided in the connection plate damper 01 are inserted into the tenons 02 of both adjacent blades 04, and the shroud 03 is placed on each blade. Caulk the head of Tenon 02. Note that the connection plate damper 0
1 is installed with shroud 0 for the reasons mentioned above.
There are advantages such as a damping effect due to the relative slip between the blades and the blades, and the ability to maintain the vibration characteristics of the infinite blade group and reduce dangerous resonance points by connecting the blades all around. However, since the above-mentioned conventional connecting plate damper 01 is attached to the head of the tenon 02, once it is assembled, it cannot be removed. Therefore, if even one of the connecting plate dampers 01 is damaged, the tenon It is necessary to replace all the blades 04 that are integrated with the blades 02 with new ones, and the disadvantage that this case inevitably increases the cost is unavoidable.
そこでこの欠点を改善するために第10図から
第13図に示すように2分割構造の接続板ダンパ
を本考案者らが先に発明した。 Therefore, in order to improve this drawback, the present inventors first invented a connecting plate damper having a two-part structure as shown in FIGS. 10 to 13.
この発明はテノンそう入用の開き口2と開き口
2の止端部に段付部4を有する2板の接続板ダン
パ1をそれぞれ逆方向からそう入し、そう入後接
続板ダンパ1の両端を溶接あるいは折曲げる等の
手段により固定することができ、従来の接続板ダ
ンパと同等の効果を有しながら、溶接部あるいは
折曲げ部等の固定個所を除去することにより取外
すことが可能となつている。これにより接続板ダ
ンパ1の損傷時等の交換の際に動翼を換装する必
要がなくなる。 This invention involves inserting a two-plate connecting plate damper 1 having an opening 2 and a stepped part 4 at the toes of the opening 2 from opposite directions, and then inserting the connecting plate damper 1 into Both ends can be fixed by means such as welding or bending, and while it has the same effect as a conventional connection plate damper, it can be removed by removing the fixed parts such as welded parts or bent parts. It's summery. This eliminates the need to replace the moving blade when replacing the connecting plate damper 1 when it is damaged.
なお、図中3はテノン挿入孔を、5はテノン
を、6はシユラウドを、7は羽根を示している。 In the figure, 3 indicates a tenon insertion hole, 5 indicates a tenon, 6 indicates a shroud, and 7 indicates a blade.
ところが、この構造の接続板ダンパ1では、2
枚の接続板ダンパ1の各々が片側に開き口2を有
するため、接続板ダンパ1に引張力が作用すると
き(すなわち相隣る翼群が離れる方向に動くと
き)、各々の接続板ダンパ1の梁部1Cには片持
梁としての大きな応力が作用し、接続板ダンパ1
の強度余裕が少なくなる。また、2枚の接続板ダ
ンパ1を溶接で固定する場合も、空間的な制約の
ため、梁の先端部の一部しか溶接出来ないので、
溶接部に加わる応力が大きくなり、溶接部の強度
余裕が少なくなる。このように一体の接続板ダン
パにくらべて2分割構造の接続板ダンパ1は強度
が低下する等の不具合が考えられる。
However, in the connecting plate damper 1 with this structure, 2
Since each of the connecting plate dampers 1 has an opening 2 on one side, when a tensile force is applied to the connecting plate damper 1 (i.e., when adjacent blade groups move apart), each connecting plate damper 1 A large stress acts on the beam portion 1C as a cantilever, and the connection plate damper 1
strength margin is reduced. Also, when fixing two connecting plate dampers 1 by welding, only a part of the tip of the beam can be welded due to space constraints.
The stress applied to the weld increases, and the strength margin of the weld decreases. As described above, compared to an integrated connection plate damper, the connection plate damper 1 having a two-part structure may have disadvantages such as lower strength.
そこで本考案の目的は、接続板ダンパ1に損傷
が生じた場合等に、該ダンパ1だけを交換して全
羽根04の新換えを必要とせず、かつ強度的に優
れた接続板ダンパを提供するところにある。 Therefore, the purpose of the present invention is to provide a connecting plate damper which does not require replacing all the blades 04 by replacing only the damper 1 when the connecting plate damper 1 is damaged, and which has excellent strength. It's there to do.
本考案は、テノン挿入開口部を有し、その突当
り部を段付きに形成した二枚の板を、それぞれ逆
方向から突起とアリ溝とからなるアリ溝接合手段
を介して挿入し、外形が一致する様に重ね合せて
挿入後両端を溶接あるいは折曲げる等の手段によ
り固定することができ、従来接続板ダンパと同等
の効果、強度を確保することが可能な構造となつ
ている。かつ、溶接部あるいは折曲げ部等の固定
箇所を除去することにより、それぞれ逆方向に取
りはずし可能となる構造となつている。
In the present invention, two plates each having a tenon insertion opening and having stepped abutting portions are inserted from opposite directions through a dovetail joining means consisting of a protrusion and a dovetail groove, and the outer shape is adjusted. After being stacked so as to match and inserted, both ends can be fixed by means such as welding or bending, and the structure is such that it can ensure the same effect and strength as conventional connecting plate dampers. In addition, by removing fixed points such as welded portions or bent portions, the structure is such that it can be removed in the opposite direction.
すなわち、本考案に係る接続板ダンパの装着は
従来ダンパと全く同様手順で行なえるとともに、
接続板ダンパ交換の際にはその接合部を取り除く
ことにより、側方に抜き出し、ついで新品ダンパ
を側方から挿入して再び接合することにより、簡
単にでき、全羽根の新換えを必要としない。
In other words, the connecting plate damper according to the present invention can be installed in exactly the same manner as conventional dampers, and
When replacing the connecting plate damper, it can be easily done by removing the joint, pulling it out to the side, inserting a new damper from the side and rejoining it, and does not require replacing all the blades. .
更に、2分割構造の接続板ダンパの梁の部分に
設けたアリ溝接合用の突起と溝によつて、各々が
密着するので、接続板ダンパに引張力が作用する
とき、各々の接続板ダンパの梁部には、両端固定
梁としての応力が作用し、一体の接続板ダンパと
比較して強度低下が少ない。 Furthermore, the dovetail groove joining protrusions and grooves provided on the beams of the connecting plate damper have a two-part structure, so that they come into close contact with each other, so when a tensile force is applied to the connecting plate damper, each connecting plate damper Stress acts on the beam portion of the damper as it is a beam fixed at both ends, and the strength decreases less than that of an integrated connecting plate damper.
つぎに、本考案に係る1実施例について説明す
ると、第1図および第4図において、本考案に係
る接続板ダンパ1は、テノン挿入用の開き口2を
有し、かつ開き口2逆端に段付部4を有する様に
形成した第1図と第4図に図示の二枚の接続板ダ
ンパ1を梁部7に設けた突起8と溝9とを逆向き
に組合わせ、接続板ダンパ1の端部を溶接あるい
は折曲げる等の手段によつて固定するもので、従
来の接続板ダンパと同様な効果と強度を再現する
ことが可能である。
Next, one embodiment of the present invention will be described. In FIGS. 1 and 4, a connecting plate damper 1 according to the present invention has an opening 2 for tenon insertion, and an opposite end of the opening 2. The two connecting plate dampers 1 shown in FIGS. 1 and 4, which are formed to have stepped portions 4 at the sides, are combined with the protrusions 8 and grooves 9 provided on the beam portions 7 in opposite directions, and the connecting plates are assembled. The ends of the damper 1 are fixed by means such as welding or bending, and it is possible to reproduce the same effect and strength as the conventional connecting plate damper.
なお、段付部4は開口挿入部の板厚分を加えた
厚さに形成する。即ち、段付部4の厚さが、重ね
合した相手の板厚と同じにしておくと、テノン5
との接触部分が増し、振動の減衰に寄与する。 Note that the stepped portion 4 is formed to have a thickness including the plate thickness of the opening insertion portion. That is, if the thickness of the stepped part 4 is the same as the thickness of the mating plate, the tenon 5
This increases the contact area with the material and contributes to damping vibrations.
このように側方より挿入し固定することにより
構成された接続板ダンパ1の挿着は、第2図、第
3図に図示するように、前述した従来接続板ダン
パとほぼ同様な手順で行なうことが出来る。か
つ、万一これらの接続板ダンパ1が損傷した場合
など、接続板ダンパ1の脱着が必要となつた場合
には、溶接部あるいは折曲げ部などの固定部を取
り除くことにより、側方に抜き去ることが可能で
ある。 The connection plate damper 1, which is constructed by inserting and fixing from the side in this way, is inserted in a similar manner to the conventional connection plate damper described above, as shown in FIGS. 2 and 3. I can do it. In addition, in the unlikely event that the connecting plate damper 1 is damaged and it becomes necessary to remove it, it can be pulled out to the side by removing the fixed parts such as welded parts or bent parts. It is possible to leave.
なお図中、従来例を示す第10図から第13図
中の符号と同一のも符号は、同一の部材を示して
いる。 In the drawings, the same reference numerals as those in FIGS. 10 to 13 showing the conventional example indicate the same members.
2分割構造の接続板ダンパの梁部に設けた突起
と溝とを互いにはめ込むことによつて、接続板ダ
ンパに引張力が作用した場合でも、接続板ダンパ
の梁部に作用する応力が大きくならず、接続板ダ
ンパの強度余裕が大となる。これは梁部に片持ち
梁としての応力が作用せず、両端固定梁としての
応力が作用することによる。
By fitting the protrusions and grooves provided on the beams of a connecting plate damper with a two-part structure into each other, even if a tensile force is applied to the connecting plate damper, the stress acting on the beams of the connecting plate damper is large. First, the strength margin of the connecting plate damper is increased. This is because stress as a cantilever beam does not act on the beam portion, but stress as a beam fixed at both ends acts on the beam portion.
上述したように、本考案は、耐振動強度的に
多々の利点のある接続板ダンパの取り付け、取り
はずしが極めて容易になつて補修を簡単に施工で
き、そのため羽根を全周にわたつて取り換える必
要がなくなり、補修費用の大幅な低減を実現でき
るとともに、即在翼に対しても適用できるので、
その強度的信頼性を格段に向上させ得る。また、
従来のものに比べ減衰効果も飛躍的に向上させる
ことができる。 As mentioned above, the present invention has many advantages in terms of vibration resistance, and the connecting plate damper can be installed and removed very easily, making repairs easy, and therefore eliminating the need to replace the blades around the entire circumference. This can significantly reduce repair costs, and can also be applied to existing blades.
Its strength and reliability can be significantly improved. Also,
The damping effect can also be dramatically improved compared to conventional ones.
さらに、万一の接続板ダンパの飛散事故の発生
によつて無限翼群の振動特性を失なわれた場合の
相定に基づく実機納入前の回転振動試験に際して
の全周連結無限翼群構造、2ないし3箇所の接続
板ダンパを除去した半無限翼群構造、全接続板ダ
ンパを除去した有限翼群構造等の諸試験実施によ
る総合信頼性確認の、本考案に係る接続板ダンパ
の適用によつて極めて容易、確実に行なえるな
ど、本考案の実益は多方面に及んでおり、産業の
発達に寄与するところ大である。 Furthermore, in the unlikely event that the vibration characteristics of the infinite blade group are lost due to an accident in which the connecting plate damper flies off, the structure of the infinite blade group connected all around the circumference during the rotational vibration test before delivery of the actual aircraft based on phase determination, Application of the connecting plate damper according to the present invention to confirm overall reliability by conducting various tests such as a semi-infinite blade group structure in which two or three connecting plate dampers are removed, and a finite blade group structure in which all connecting plate dampers are removed. Therefore, the present invention has many practical benefits, such as being extremely easy and reliable, and will greatly contribute to the development of industry.
第1図から第4図は本考案に係る1実施例を示
す図で、第1図は本考案の1実施例の要部を示す
斜視図、第2図および第3図は、本考案の実施例
に係る一対の接続板ダンパの接合例を示す平面図
と側面図である。第4図は同じく接続板ダンパを
上面から斜視した要部の斜視図である。第5図か
ら第9図は第1の従来例を示す図で、第5図は同
じく従来接続板ダンパの組付け要部の正面図、第
6図および第7図は、従来接続板ダンパの夫々縦
断側面図および平面図、第8図と第9図は第1の
従来例を示す接続板ダンパの平面図と側面図であ
る。第10図から第13図は、第2の従来例を示
す図で、第10図は接続板ダンパの斜視図、第1
1図と第12図は一対の接続板ダンパの接合状況
を示す平面図と側面図、第13図は、同じく羽根
とシユラウドとの隙間に接続板ダンパを装着した
状態を示す要部の縦断面図である。
1……接続板ダンパ、2……開き口、3……テ
ノン挿入孔、4……段付部、7……梁部、8……
突起、9……溝。
1 to 4 are diagrams showing one embodiment of the present invention, FIG. 1 is a perspective view showing the main parts of one embodiment of the present invention, and FIGS. 2 and 3 are diagrams showing one embodiment of the present invention. FIG. 2 is a plan view and a side view showing an example of joining of a pair of connection plate dampers according to an embodiment. FIG. 4 is a perspective view of the main parts of the connection plate damper viewed from above. 5 to 9 are views showing the first conventional example, FIG. 5 is a front view of the main assembly parts of the conventional connecting plate damper, and FIGS. 6 and 7 are views of the conventional connecting plate damper. FIGS. 8 and 9 are a longitudinal sectional side view and a plan view, respectively, and a plan view and a side view of a connecting plate damper showing a first conventional example. 10 to 13 are diagrams showing the second conventional example, in which FIG. 10 is a perspective view of the connecting plate damper, and FIG.
Figures 1 and 12 are a plan view and a side view showing how a pair of connecting plate dampers are joined, and Figure 13 is a vertical cross section of the main part showing the connecting plate damper installed in the gap between the blade and the shroud. It is a diagram. 1... Connecting plate damper, 2... Opening, 3... Tenon insertion hole, 4... Stepped part, 7... Beam part, 8...
Protrusion, 9...groove.
Claims (1)
に挿入されかつ上記羽根のテノンに係上される接
続板ダンパにおいて、上記羽根のテノンに係止す
べく上記接続板ダンパの奥部から側方に開口した
テノン挿入開口と、同テノン挿入開口止端部に突
設した段付部を有する上記接続板ダンパ同士をそ
れぞれ逆向きに重ね合せてアリ溝接合手段により
接合したことを特徴とする接続板ダンパ。 In a connecting plate damper that is inserted into a gap between a blade at the tip of a turbine rotor blade and a shroud and is engaged with a tenon of the blade, an opening is opened laterally from a deep part of the connecting plate damper to be engaged with the tenon of the blade. A connecting plate damper characterized in that the above-mentioned connecting plate dampers having a tenon insertion opening and a stepped portion protruding from the toe of the tenon insertion opening are stacked in opposite directions and joined by dovetail groove joining means. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8387286U JPH045681Y2 (en) | 1986-06-02 | 1986-06-02 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8387286U JPH045681Y2 (en) | 1986-06-02 | 1986-06-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62195603U JPS62195603U (en) | 1987-12-12 |
| JPH045681Y2 true JPH045681Y2 (en) | 1992-02-18 |
Family
ID=30937854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8387286U Expired JPH045681Y2 (en) | 1986-06-02 | 1986-06-02 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH045681Y2 (en) |
-
1986
- 1986-06-02 JP JP8387286U patent/JPH045681Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62195603U (en) | 1987-12-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR870000521B1 (en) | Elastic Suspension Stator for Synchronous Generator | |
| US6341941B1 (en) | Steam turbine | |
| AU670517B2 (en) | Rotor blade damping structure for axial-flow turbine | |
| CN1289789C (en) | Turbine blade arrangement | |
| EP0990771A1 (en) | Trapped insert turbine airfoil | |
| US6568908B2 (en) | Steam turbine | |
| KR20040097938A (en) | Vibration damper assembly for the buckets of a turbine | |
| JPS5923287A (en) | Nuclear power fuel device | |
| US5445498A (en) | Bucket for next-to-the-last stage of a turbine | |
| JPH045681Y2 (en) | ||
| EP0581347A1 (en) | A turbine for a torque converter | |
| US4191508A (en) | Turbine rotor construction | |
| CA1040537A (en) | Bucket cover attachment | |
| US4776764A (en) | Structure for an axial flow elastic fluid utilizing machine | |
| US2350310A (en) | Blade shrouding | |
| JPS62284902A (en) | Joining method for connection plate damper | |
| US2350309A (en) | Blade shrouding | |
| US4695495A (en) | Honeycomb core load bearing structure | |
| US20060193726A1 (en) | Torque-tuned, integrally-covered bucket and related method | |
| JP3808655B2 (en) | Turbine rotor and turbine | |
| JPS62265403A (en) | Connection board damper | |
| JPH11210402A (en) | Turbine blade and turbine with integral cover | |
| JPH07332003A (en) | Turbine blades | |
| JPH11294102A (en) | Steam turbine blade | |
| JPS6223502A (en) | Connecting board damper |