CN101418559B - Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base - Google Patents

Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base Download PDF

Info

Publication number
CN101418559B
CN101418559B CN200810243087XA CN200810243087A CN101418559B CN 101418559 B CN101418559 B CN 101418559B CN 200810243087X A CN200810243087X A CN 200810243087XA CN 200810243087 A CN200810243087 A CN 200810243087A CN 101418559 B CN101418559 B CN 101418559B
Authority
CN
China
Prior art keywords
outer shroud
back boxing
weld
ring
outer ring
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
Application number
CN200810243087XA
Other languages
Chinese (zh)
Other versions
CN101418559A (en
Inventor
程云山
韩强
潘勇
莫斌伟
刘翱
张德虎
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.)
Electromechanical Installation Branch China 7th Engineering Bureau Of Water Conservancy & Hydropowe
Hohai University HHU
Original Assignee
Electromechanical Installation Branch China 7th Engineering Bureau Of Water Conservancy & Hydropowe
Hohai University HHU
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 Electromechanical Installation Branch China 7th Engineering Bureau Of Water Conservancy & Hydropowe, Hohai University HHU filed Critical Electromechanical Installation Branch China 7th Engineering Bureau Of Water Conservancy & Hydropowe
Priority to CN200810243087XA priority Critical patent/CN101418559B/en
Publication of CN101418559A publication Critical patent/CN101418559A/en
Application granted granted Critical
Publication of CN101418559B publication Critical patent/CN101418559B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Laser Beam Processing (AREA)

Abstract

The invention provides a method for mounting a tube-shaped base of an ultra-large bulb tubular turbine generator set. The method comprises the following steps: an inner ring is assembled; circular arcs forming a transitional lining, an outer ring lining and an outer ring respectively are lifted in mounting positions to assemble into a circular ring; the positions of the transitional lining, the outer ring lining and the outer ring are adjusted, so that end faces of the circular ring correspond to form two ring-shaped weld seams; connecting plates are welded between the transitional lining and the outer ring lining and between the outer ring lining and the outer ring; the concentricity, the roundness and the center height of the inner and outer rings of the tube-shaped base are adjusted; a support frame is welded between the inner ring and the outer ring of the tube-shaped base; the concrete is cast; the parts of the ring-shaped weld seams, which are not blocked by the connecting plates, are welded; the connecting plates are cut off, and the parts of the ring-shaped weld seams, which are blocked by the connecting plates, are welded; and the support frame is cut off. The mounting process has the advantages of greatly lowering deformation caused by thermal stress, ensuring the roundness of the outer ring of the tube-shaped base, reducing mounting difficulty, lowering mounting risk and improving mounting precision.

Description

Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base
Technical field
The present invention relates to a kind of mounting method of super large type light bulb through-flow type hydro-turbo generator set pipe type base, belong to the scaled bulb tubular hydraulic generator technical group field.
Background technology
From world's hydroelectric development trend as can be seen, the importance of low-head hydroelectric plant construction grows stronger day by day, the size of generating set is also developing to large-scale, super-huge direction, and China water power market also from high water head to low-head development, thereby make that the scaled bulb tubular hydraulic generator group has been subjected to academia and industrial circle is paid close attention to widely.
The scaled bulb tubular hydraulic generator group mainly comprises the hydraulic turbine and the generator of a shared main shaft, and generator, parts of bearings are arranged in the light bulb head, and whole unit places runner according to tubular seat and supplemental support level; Tubular seat is made up of interior ring and outer shroud, and current pass through between the inner and outer rings of tubular seat.Tubular seat is the most important inlet part of scaled bulb tubular hydraulic generator group, it is as the main support of unit, and stress, the loading of factory building part and other load main tube shape seat that the weight of whole unit, positive and negative hydraulic thrust, hydraulic pressure, generator torque, thermal deformation produce and pillar carry to kill to reach and mix the earth basis; Tubular seat is the benchmark that each parts of unit are installed, and all directly admittedly on tubular seat, therefore tubular seat must have enough rigidity and intensity for distributor, bearing, generator unit stator.
It is the Bulb Turbine Units of the present single-machine capacity maximum of China that the Guangxi bridge consolidates the power station, belong to the super large type light bulb through-flow type hydro-turbo generating set, the size and the quality of its tubular seat are all bigger, whole tubular seat quality reaches 243.9 tons, outer shroud maximum size reaches 13310mm, because quality is excessive, can't lift, therefore tubular seat outer shroud is divided into three joints, reach the purpose that satisfies lifting with the weight that alleviates single parts, this three joint is respectively: transition back boxing, outer shroud back boxing, outer shroud to the downstream from upstream side.But for oversized scaled bulb tubular hydraulic generator group, the quality of the transition back boxing of its tubular seat outer shroud, outer shroud back boxing, outer shroud is appointed so very big, therefore transition back boxing, outer shroud back boxing, outer shroud are divided into three lobes more respectively, just be divided into three sections circular arcs separately, carry out assembled on site after hanging in mounting shaft respectively, again transition back boxing, outer shroud back boxing, outer shroud are welded into tubular seat outer shroud, concreting then.The concrete mounting method of this welding after-pouring is easy to generate stress deformation, and the circularity of outer shroud can not guarantee.
Summary of the invention
Technical problem to be solved by this invention is, overcomes existing tubular seat mounting method and very easily produces the deficiency of plastic deformation, provides a kind of installation accuracy high installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base.
The technical solution adopted for the present invention to solve the technical problems is as follows: installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base, and its step is as follows:
1), ring in the assembling, and interior ring hung in mounting shaft;
2), the circular arc that will form transition back boxing, outer shroud back boxing, outer shroud respectively hangs in the installation site, and is assembled into transition back boxing, outer shroud back boxing, outer shroud, and is fixing by welding between the circular arc;
3), adjust the position of transition back boxing, outer shroud back boxing, outer shroud, make three's annulus end face correspondence, form the twice circumferential weld;
4), at the spot welding junction plate between transition back boxing and the outer shroud back boxing, between outer shroud back boxing and the outer shroud, the three is fixed as one;
5), adjust concentricity, circularity, the center elevation of tubular seat inner and outer rings, make it satisfy installation requirement;
6), weld bracing frame between the tubular seat inner and outer rings;
7), in the mounting shaft fluid concrete, and carry out maintenance;
8), treat concrete setting after, adopt symmetry, the method for the welding that distributes, regresses, do not weld being connected the part that plate blocks in the twice circumferential weld;
9), prescind junction plate, weld being connected the part that plate blocks in the twice circumferential weld;
10), prescind to be fixed between the tubular seat inner and outer rings and weld bracing frame.
Beneficial effect of the present invention is as follows: on-the-spot transition back boxing, outer shroud back boxing, the outer shroud installed of this installation technology, with junction plate fixedly transition back boxing, outer shroud back boxing, outer shroud, then with fixing tubular the inner and outer rings of bracing frame, fluid concrete and carry out maintenance again, then circumferential weld is welded, and adopt symmetry, distribute to regress and weld, this technology greatly reduces the deformation that is produced by thermal stress, has guaranteed the circularity of tubular seat outer shroud; The tubular seat of the present invention mounting process has reduced installation difficulty, has reduced installation risk, has improved installation accuracy, good solution the installation question of super large type light bulb through-flow type hydro-turbo generator set pipe type base.
Description of drawings
Fig. 1 is a super large type light bulb through-flow type hydro-turbo generator set pipe type base outer rim side view.
The specific embodiment
With reference to the accompanying drawings and in conjunction with example the present invention is described in further detail.But the invention is not restricted to given example.
As Fig. 1 super large type light bulb through-flow type hydro-turbo generating set outer rim side TV structure schematic diagram, among the figure, 1 for weld seam three circular arcs forming outer shroud back boxing between, 31 is weld seam three circular arcs of composition outer shroud between for the weld seam between three circular arcs forming the transition back boxing, 21 for crossing weld seam between back boxing and the outer shroud back boxing, 5 for the weld seam between outer shroud back boxing and the outer shroud, 11 for outer shroud, 4 for outer shroud back boxing, 3 for transition back boxing, 2.
Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base of the present invention, its step is as follows:
1), ring in the assembling, and interior ring hung in mounting shaft;
2), the circular arc that will form transition back boxing, outer shroud back boxing, outer shroud respectively hangs in the installation site, and is assembled into transition back boxing, outer shroud back boxing, outer shroud, and is fixing by welding between the circular arc;
3), adjust the position of transition back boxing, outer shroud back boxing, outer shroud, make three's annulus end face correspondence, form the twice circumferential weld;
4), at the spot welding junction plate between transition back boxing and the outer shroud back boxing, between outer shroud back boxing and the outer shroud, the three is fixed as one;
5), adjust concentricity, circularity, the center elevation of tubular seat inner and outer rings, make it satisfy installation requirement;
6), weld bracing frame between the tubular seat inner and outer rings;
7), in the mounting shaft fluid concrete, and carry out maintenance;
8), treat concrete setting after, adopt symmetry, the method for the welding that distributes, regresses, do not weld being connected the part that plate blocks in the twice circumferential weld;
9), prescind junction plate, weld being connected the part that plate blocks in the twice circumferential weld;
10), prescind to be fixed between the tubular seat inner and outer rings and weld bracing frame.
In order to reduce thermal stress, the junction plate that welds in the step 4) is evenly distributed on the circumferential weld between transition back boxing and the outer shroud back boxing, is evenly distributed on the circumferential weld between outer shroud back boxing and the outer shroud.Junction plate welds by the method for spot welding.
As shown in Figure 1, in the mounting method of the present invention, weld seam 21 between three circular arcs of weld seam 11 between three circular arcs of composition transition back boxing 1 and composition outer shroud back boxing 2 staggers, weld seam 31 between weld seam 21 between three circular arcs of composition outer shroud back boxing 2 and three circular arcs of composition outer shroud 3 staggers, weld seam staggers mutually and can reduce thermal stress deformation effectively, and strengthens the intensity of whole tubular seat outer shroud.

Claims (4)

1. installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base, its step is as follows:
1), ring in the assembling, and interior ring hung in mounting shaft;
2), the circular arc that will form transition back boxing, outer shroud back boxing, outer shroud respectively hangs in the installation site, and is assembled into transition back boxing, outer shroud back boxing, outer shroud, and is fixing by welding between the circular arc;
3), adjust the position of transition back boxing, outer shroud back boxing, outer shroud, make three's annulus end face correspondence, form the twice circumferential weld;
4), at the spot welding junction plate between transition back boxing and the outer shroud back boxing, between outer shroud back boxing and the outer shroud, the three is fixed as one;
5), adjust concentricity, circularity, the center elevation of tubular seat inner and outer rings, make it satisfy installation requirement;
6), weld bracing frame between the tubular seat inner and outer rings;
7), in the mounting shaft fluid concrete, and carry out maintenance;
8), treat concrete setting after, adopt symmetry, the method for the welding that distributes, regresses, do not weld being connected the part that plate blocks in the twice circumferential weld;
9), prescind junction plate, weld being connected the part that plate blocks in the twice circumferential weld;
10), prescind the welding bracing frame that is fixed between the tubular seat inner and outer rings.
2. to remove 1 described installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base according to right, it is characterized in that described junction plate is evenly distributed on the circumferential weld between transition back boxing and the outer shroud back boxing.
3. to remove 1 described installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base according to right, it is characterized in that described junction plate is evenly distributed on the circumferential weld between outer shroud back boxing and the outer shroud.
4. according to any described installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base in the claim 1 to 3, the weld seam that it is characterized in that forming the weld seam between three circular arcs of transition back boxing and form between three circular arcs of outer shroud back boxing staggers, and the weld seam of forming between three circular arcs of weld seam and composition outer shroud between three circular arcs of outer shroud back boxing staggers.
CN200810243087XA 2008-12-08 2008-12-08 Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base Active CN101418559B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200810243087XA CN101418559B (en) 2008-12-08 2008-12-08 Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200810243087XA CN101418559B (en) 2008-12-08 2008-12-08 Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base

Publications (2)

Publication Number Publication Date
CN101418559A CN101418559A (en) 2009-04-29
CN101418559B true CN101418559B (en) 2010-06-23

Family

ID=40629546

Family Applications (1)

Application Number Title Priority Date Filing Date
CN200810243087XA Active CN101418559B (en) 2008-12-08 2008-12-08 Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base

Country Status (1)

Country Link
CN (1) CN101418559B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102079036B (en) * 2011-01-10 2012-07-04 福建南电股份有限公司 Method for machining bulb tubular turbine connecting plate
CN112922765B (en) * 2021-04-13 2022-06-21 哈尔滨电机厂有限责任公司 Manufacturing process method of split runner of large-scale impulse turbine

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100797779B1 (en) 2006-11-22 2008-01-24 주식회사 삼안 Fish way of turbine structure and gate structure for tidal power plant
CN101196000A (en) * 2008-01-07 2008-06-11 四川东风电机厂有限公司 Installing method for bulb through-flow turbine

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100797779B1 (en) 2006-11-22 2008-01-24 주식회사 삼안 Fish way of turbine structure and gate structure for tidal power plant
CN101196000A (en) * 2008-01-07 2008-06-11 四川东风电机厂有限公司 Installing method for bulb through-flow turbine

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
余德军.贵港水电站灯泡贯流式机组结构特点及安装工艺.红水河19 4.2000,19(4),54-58.
余德军.贵港水电站灯泡贯流式机组结构特点及安装工艺.红水河19 4.2000,19(4),54-58. *

Also Published As

Publication number Publication date
CN101418559A (en) 2009-04-29

Similar Documents

Publication Publication Date Title
CN102756019A (en) Device for roundness adjustment and supporting of penstock
CN202655402U (en) Device for adjusting roundness of penstock and supporting penstock
CN212336069U (en) Deep sea wind power generation jacket type single pile composite structure
CN101418559B (en) Installation method of super large type light bulb through-flow type hydro-turbo generator set pipe type base
CN203284052U (en) Snap ring for hoisting and hanging runner for movable propeller turbine
CN104564545A (en) Offshore wind power jacket base transition section structure
CN201432186Y (en) Wheel stand for welding circumferential weld of assembled wind-power tower drums
CN107673245A (en) A kind of 1600T masts hang kingpost lower pillar stand cylinder preparation method
CN111549813A (en) Deep sea wind power generation jacket type single-pile composite structure and construction method thereof
CN208364307U (en) A kind of novel wind generator group tower doorframe
CN104499490A (en) Large-span steel support multidirectional connecting piece and large-span deep foundation pit support construction method
CN105545602A (en) Vertical axis wind turbine with rotating cylinders on front edge
CN202299117U (en) Double-flange section steel support
CN202922146U (en) Boiler welding support
CN109371930B (en) Bulb-shaped dirt blocking structure of sewer pipeline
CN101418561B (en) Installation process of super large type light bulb through-flow type hydro-turbo generator set water guide mechanism
CN208235569U (en) A kind of foundation structure for the high-power unit of offshore wind farm
CN208330623U (en) Pylon rigidity adjuster and wind-driven generator with the regulating device
CN207131526U (en) A kind of self-adapting type trunnion axis ocean power generating device
CN108050005A (en) A kind of large-scale bulb through-flow type hydro-turbo field ring support construction
CN216518408U (en) Tower barrel fixing device for capacity increasing of wind turbine generator
CN102269136A (en) Tower frame of large wind driven generator
CN201090352Y (en) Interior ring assembly of hydraulic turbine taper water distributor
CN215164723U (en) Assembled steel pipe pile top apron
CN204419467U (en) A kind of offshore wind farm jacket basic transition section structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant