CN202625604U - Lifting frame - Google Patents
Lifting frame Download PDFInfo
- Publication number
- CN202625604U CN202625604U CN 201220039489 CN201220039489U CN202625604U CN 202625604 U CN202625604 U CN 202625604U CN 201220039489 CN201220039489 CN 201220039489 CN 201220039489 U CN201220039489 U CN 201220039489U CN 202625604 U CN202625604 U CN 202625604U
- Authority
- CN
- China
- Prior art keywords
- face
- hanger
- mast
- girder
- oblique
- 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 - Fee Related
Links
- 239000000725 suspension Substances 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Abstract
The utility model provides a lifting frame, which comprises two main girders, a stay bar, a roof lifting eye and a bottom lifting eye, wherein the two main girders are connected through the stay bar to form a main frame of the lifting frame; the two main girders are symmetrically arranged at two sides of a vertical center line of the main frame; and the top surface of each girder is provided with the roof lifting eye, and the bottom surface of each girder is provided with the bottom lifting eye. The lifting frame is simple in structure, reasonable in stress, safe and reliable, and can meet hoisting and mounting of different condenser shell modules at different suspension point positions in different power plants. The lifting frame also provides a plurality of hoisting and mounting modes such as hoisting of a piece of single hoisting equipment, lifting from two sides of two hoisting equipments and hoisting of a plurality of hoisting equipments in turn, and the application range is wide.
Description
Technical field
The utility model belongs to power plant main equipment installation and uses the lifting field of steel structure, is specifically related to a kind of mast-up that is used for handling condenser shell module.
Background technology
Condensing equipment is the Important Auxiliary equipment of Steam Turbine, and in the thermodynamic cycle of Steam Turbine, condensing equipment plays a part low-temperature receiver, and main task is: turbine discharge is condensed into water, send condensate back to steam generator (or boiler) and continue to use; Set up and keep certain degree of vacuum at the turbine discharge mouth.Therefore, condensing equipment has vital function to safety, the economical operation of entire power plant.Condenser is the important component part of condensing equipment, mainly is made up of housing, throat, tube bank, supporting clapboard, deaerating plant etc., and its middle shell is the primary member of condenser, and it can be divided into a plurality of module transportations, is combined into integral body at the scene.General relative vertical, the horizontal line of centers of crossing center of gravity of condenser shell module end face is symmetrical set four suspension centres, is used for the handling and the installation of condenser shell module.The condenser shell module has characteristics such as oad is big, Heavy Weight, installation and combination requirement height, is 15.44 * 5.28 * 4.67 meters (lengths) like certain used in nuclear power station condenser shell module oad, and weight reaches 87 tons.In addition, the different housings module of same condenser maybe there is some difference at aspects such as oad, weight, hoisting point positions.
The installation of condenser shell module need use weight-lifting equipment that it is in place from the hang oneself installation site that is transported in the steam turbine building of transport vehicle.Because the obstruction of steam turbine building structure, uses one or two general tonnage weight-lifting equipments can't handling condenser and clears the jumps, though and use the super-tonnage weight-lifting equipment can realize installation, less economical; When condenser shell module 1 directly used a weight-lifting equipment 4 liftings (see figure 1) or two weight-lifting equipment both sides to lift (see figure 2), the horizontal component of force of derrick line 2 may cause harmful effect to the condenser shell module simultaneously.Therefore using many weight-lifting equipments to take turns the mode of handling, progressively to be transported to its installation site the condenser shell module in place be a kind of more economic, reasonable, safe and reliable mount scheme.
For this reason, add special-purpose mast-up transition, many group suspension centres are set on mast-up, satisfy the needs that many weight-lifting equipments take turns handling in condenser shell module 1 and 2 of derrick lines.Simultaneously can reach the horizontal component of force that mast-up bears derrick line, avoid housing module under the effect of derrick line horizontal component of force, to produce being unfavorable for the distortion of installing.
The utility model content
The purpose of the utility model is to provide a kind of simple in structure, safe and reliable mast-up, satisfies the handling of condenser shell module needs are installed.
For realizing above-mentioned purpose, the utility model is taked following technical scheme:
A kind of mast-up, it comprises girder, strut, end face hanger and bottom surface hanger; Said girder is two, connects through strut between two girders, constitutes the main frame of mast-up jointly, and two girders are symmetrically arranged in the both sides of main frame longitudinal centerline; The end face of every girder is equipped with the end face hanger, its bottom surface is equipped with the bottom surface hanger.
Wherein, said every girder adopts segmental structure, comprises two short beams that are positioned at both sides and is positioned at a middle long beam.
Wherein, said end face hanger comprises horizontal hanger of end face and the oblique hanger of end face, and the horizontal hanger of said end face is welded in the outside that position on the girder is positioned at the oblique hanger of end face.
Wherein, be welded in the horizontal hanger of said end face on two girders with respect to main frame longitudinal centerline symmetric arrangement, the end face of every girder is welded with at least two horizontal hangers of end face, and the horizontal hanger of each end face is distributed in the both sides of main frame cross central line.
Wherein, the end face of said every girder is welded with two oblique hangers of end face, and the oblique hanger of said end face is with respect to vertical, the horizontal line of centers symmetric arrangement of main frame.
Wherein, said strut comprises through flange and is fixed in two cross struts and oblique struts between the girder.
Wherein, the horizontal hanger of said end face comprises a shackle plate, and said cross struts and two girders are perpendicular, per two line of centers coplanes that belong to plane and respective transversal strut along the shackle plate of the horizontal hanger of the symmetrically arranged end face of main frame longitudinal centerline.
Wherein, The oblique hanger of said end face comprises a shackle plate; Said oblique strut is arranged between two girders in pairs and with cross modal, the shackle plate plane, place of per two oblique hangers of end face that are in diagonal positions and the line of centers coplane of corresponding oblique strut.
Wherein, the bottom surface of said every girder is welded with two bottom surface hangers, and said bottom surface hanger is with respect to main frame vertical, horizontal line of centers symmetric arrangement.
Wherein, said bottom surface hanger comprises the shackle plate that two block structures are identical, all offers long shape hole on two shackle plates, leaves spacing between two shackle plates.Through the setting of long shape hole, can satisfy the horizontal suspension centre spacing of different housings module different requirement.Come the handling suspended object through the spacing between the shackle plate.
Compared with prior art, the mast-up of the utility model has following beneficial effect:
1) mast-up girder end face is provided with many to the horizontal hanger of end face and one group of oblique hanger; Can satisfy separate unit weight-lifting equipment lifting, two weight-lifting equipments lift in both sides and many weight-lifting equipments take turns handling; Thereby the handling of satisfying condenser shell module in the construction of different power plants is installed; It is safe and reliable to have guaranteed that simultaneously the handling of condenser shell module is installed, and has good economic and social benefit.
2) the mast-up girder adopts segmental structure, and convenient transportation adopts flange to connect, convenient on-the-spot dismounting between each section.
3) shackle plate of the horizontal hanger of end face that is provided with in pairs of mast-up and oblique hanger respectively with the line of centers place planes of cross struts and oblique strut; Can bear the effect of derrick line horizontal component of force, avoid the condenser shell module to be unfavorable for the distortion of installing.
4) mast-up girder bottom surface hanger is made up of two shackle plates; Have long shape hole on the shackle plate; And two shackle plate spacings are greater than the thickness of boatswain chair on the condenser shell module; Thereby can adapt to horizontal stroke, longitudinal pitch different features that different housings module hoisting point position exists, the handling that can be used for disparate modules is installed.
Description of drawings
For the content that makes the utility model by clearer understanding, and be convenient to the description of the specific embodiment, provide the accompanying drawing relevant below with the utility model, explain as follows:
Fig. 1-Fig. 2 directly lifts scheme drawing for the condenser shell, and wherein Fig. 1 is 4 liftings of separate unit weight-lifting equipment, and Fig. 2 is that two weight-lifting equipment both sides lift.
Fig. 3-Fig. 5 is the structural representation of the condenser shell module mast-up embodiment of the utility model, and wherein Fig. 3 is the front elevation of mast-up, and Fig. 4 is the lateral plan of mast-up, and Fig. 5 is the birds-eye view of mast-up.
Fig. 6-Fig. 7 is the structural representation of the bottom surface hanger embodiment of the utility model, and wherein Fig. 6 is the front elevation of bottom surface hanger, and Fig. 7 is the lateral plan of bottom surface hanger.
The specific embodiment
Explain further details below in conjunction with the mast-up that is used for handling condenser shell module of accompanying drawing to the utility model.
Shown in Fig. 3-5, being used to of this example mast-up that the condenser shell module is installed comprise the horizontal hanger of girder 31, cross struts 32, oblique strut 33, end face 34, the oblique hanger 35 of end face and bottom surface hanger 36.Each parts of mast-up are welded by shaped steel or steel plate, and version is simple, compact, convenient processing and manufacture, and each member chien shih connects with flange, and it is convenient to install, remove.Said girder is two, is connected with oblique strut through cross struts between two girders, and the main frame that constitutes mast-up jointly carries, and two girders are symmetrically arranged in the both sides of this main frame longitudinal centerline; Said girder end face is welded with horizontal hanger of end face and the oblique hanger of end face, supplies two weight-lifting equipment both sides to lift and separate unit weight-lifting equipment lifting use respectively; Be welded with the bottom surface hanger in the girder bottom surface, through bearing pin to realize being connected of mast-up and condenser shell module.
Girder 31 is main load-carrying members, and its end face is welded with horizontal hanger 34 of end face and the oblique hanger 35 of end face, is used to connect derrick line, and its bottom surface is welded with bottom surface hanger 36, is used to connect the condenser shell module.Totally two of girders 31; (this mast-up longitudinal centerline is the main frame longitudinal centerline to the mast-up longitudinal centerline relatively; The mast-up cross central line is the main frame cross central line) symmetric arrangement; Use several cross struts 32 to be connected therebetween, constitute main frame jointly, as the transition piece of derrick line and condenser shell module with oblique strut 33.Because girder 31 length are bigger, be convenient transportation, every girder 31 can be divided into three sections, and promptly every girder 31 comprises two short beams 41 that are positioned at both sides and is positioned at a middle long beam 42 that short beam 41 uses flange 43 to be connected with long beam 42.
Totally four of the oblique hangers 35 of end face in this example; Every oblique hanger 35 of end face includes a shackle plate; Four oblique hangers 35 of end face are welded on girder 31 inside top surface (promptly near the main frame cross central line); There are two on the every girder 31, are used for 4 liftings of separate unit weight-lifting equipment condenser shell module.Four vertical, horizontal line of centers symmetries of the oblique hanger 35 relative main frames of end face; The shackle plate plane, place and the main frame center-point coplane of every oblique hanger 35 of end face; Thereby guaranteed the shackle plate coplane of the oblique hanger 35 of derrick line and end face; Derrick line can not produce transverse force to shackle plate, has guaranteed the reasonable stress of the oblique hanger 35 of end face.
The position that the horizontal hanger 34 of end face in this example is welded in the girder end face is positioned at the outside of the oblique hanger 35 of end face, and the horizontal hanger of each end face is distributed in the both sides of main frame cross central line.Every horizontal hanger of end face includes a shackle plate, and the horizontal hanger 34 relative main frame longitudinal centerline symmetries of corresponding end face supply two weight-lifting equipments to lift use on two girders 31.The quantity of the horizontal hanger 34 of end face can be confirmed according to the needs that handling is installed.
Like Fig. 6, shown in 7, the bottom surface hanger 36 in this example is welded on bilateral symmetry position, girder 31 bottom surface, can use bearing pin to be connected with the suspension centre of condenser shell module.Two said bottom surface hangers 36 of every said girder 31 bottom surfaces welding, bottom surface hanger 36 is corresponding with the hoisting point position of condenser shell module in the position of weld of girder 31.Said bottom surface hanger 36 is made up of two identical shackle plates 38; Have long shape hole 37 on the shackle plate 38; Can satisfy the horizontal suspension centre spacing of different housings module different requirement; The spacing that two shackle plates are 38 is greater than the thickness of housing module suspension centre plate, thereby can adapt to the difference of the vertical suspension centre spacing of different housings module.
When actual design; After definite girder length and segmentation situation; Can design two bottom surface hangers 36 every girder bottom surface earlier according to said structure according to condenser shell module hoisting point position, then according to the lifting size; At two oblique hangers 35 of end face of every girder end face design; Weld the horizontal hanger 34 of several end faces according to the construction needs at every girder end face again, after bottom surface hanger, the oblique hanger of end face and the horizontal hanger of end face are positioned, oblique strut 33 is installed respectively between oblique hanger of end face and the horizontal hanger of end face is at last fixed with cross struts 32.
Should be noted that at last: above embodiment only in order to the explanation the utility model technical scheme but not to its restriction; Although the utility model has been carried out detailed explanation with reference to the foregoing description; Under the those of ordinary skill in field be to be understood that: still can make amendment or be equal to replacement the specific embodiment of the utility model; And do not break away from any modification of the utility model spirit and scope or be equal to replacement, it all should be encompassed in the middle of the claim scope of the utility model.
Claims (10)
1. mast-up, it is characterized in that: this mast-up comprises girder (31), strut, end face hanger and bottom surface hanger (36); Said girder (31) is two, connects through strut between two girders, constitutes the main frame of mast-up jointly, and two girders are symmetrically arranged in the both sides of main frame longitudinal centerline; The end face of every girder (31) is equipped with the end face hanger, its bottom surface is equipped with bottom surface hanger (36).
2. mast-up according to claim 1 is characterized in that: said every girder (31) adopts segmental structure, comprises two short beams (41) that are positioned at both sides and is positioned at a middle long beam (42).
3. mast-up according to claim 1 is characterized in that: said end face hanger comprises horizontal hanger of end face (34) and the oblique hanger of end face (35), and the horizontal hanger of said end face (34) is welded in the outside that position on the girder is positioned at the oblique hanger of end face (35).
4. mast-up according to claim 3; It is characterized in that: be welded in the horizontal hanger of said end face (34) on two girders with respect to main frame longitudinal centerline symmetric arrangement; The end face of every girder (31) is welded with at least two horizontal hangers of end face (35), and the horizontal hanger of each end face is distributed in the both sides of main frame cross central line.
5. mast-up according to claim 3 is characterized in that: the end face of said every girder (31) is welded with two oblique hangers of end face (35), and the oblique hanger of said end face is with respect to vertical, the horizontal line of centers symmetric arrangement of main frame.
6. according to the arbitrary described mast-up of claim 3-5, it is characterized in that: said strut comprises through flange and is fixed in two cross struts (32) and oblique struts (33) between the girder.
7. mast-up according to claim 6; It is characterized in that: the horizontal hanger of said end face (34) comprises a shackle plate; Said cross struts (33) is perpendicular with two girders, per two line of centers coplanes that belong to plane and respective transversal strut along the shackle plate of the horizontal hanger of the symmetrically arranged end face of main frame longitudinal centerline.
8. mast-up according to claim 6; It is characterized in that: the oblique hanger of said end face (35) comprises a shackle plate; Said oblique strut (33) is arranged between two girders (31) in pairs and with cross modal, the shackle plate plane, place of per two oblique hangers of end face (35) that are in diagonal positions and the line of centers coplane of corresponding oblique strut.
9. mast-up according to claim 1 is characterized in that: the bottom surface of said every girder (31) is welded with two bottom surface hangers (36), and said bottom surface hanger is with respect to main frame vertical, horizontal line of centers symmetric arrangement.
10. mast-up according to claim 9 is characterized in that: said bottom surface hanger (36) comprises the identical shackle plate of two block structures (38), all offers long shape hole (37) on two shackle plates (38), leaves spacing between two shackle plates (38).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220039489 CN202625604U (en) | 2012-02-08 | 2012-02-08 | Lifting frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220039489 CN202625604U (en) | 2012-02-08 | 2012-02-08 | Lifting frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202625604U true CN202625604U (en) | 2012-12-26 |
Family
ID=47378824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220039489 Expired - Fee Related CN202625604U (en) | 2012-02-08 | 2012-02-08 | Lifting frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202625604U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103922220A (en) * | 2014-04-18 | 2014-07-16 | 郭鲁正 | Special movable limiting elevating rack for producing prefabricated plate connector |
| CN106809722A (en) * | 2017-03-03 | 2017-06-09 | 凯迈（洛阳）航空防护装备有限公司 | A kind of frame-type suspender and the combination pile suspender using the frame-type suspender |
| CN106865401A (en) * | 2017-03-03 | 2017-06-20 | 凯迈（洛阳）航空防护装备有限公司 | A kind of suspender and the combination pile suspender using the suspender |
| GB2561704A (en) * | 2015-12-24 | 2018-10-24 | Pipeshield Int Ltd | Storage frame and method of use thereof |
| CN109132839A (en) * | 2018-10-31 | 2019-01-04 | 科能源科技（天津）有限公司 | The boom hoisting of building block unit |
| CN110884992A (en) * | 2019-12-09 | 2020-03-17 | 含山县承力铸造厂 | Hoisting tool for preventing sand mold deformation |
-
2012
- 2012-02-08 CN CN 201220039489 patent/CN202625604U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103922220A (en) * | 2014-04-18 | 2014-07-16 | 郭鲁正 | Special movable limiting elevating rack for producing prefabricated plate connector |
| CN103922220B (en) * | 2014-04-18 | 2016-02-24 | 郭鲁正 | The spacing elevator platform of the fit special mobile formula of a kind of making prefabricated chunk johning knot |
| GB2561704A (en) * | 2015-12-24 | 2018-10-24 | Pipeshield Int Ltd | Storage frame and method of use thereof |
| CN106809722A (en) * | 2017-03-03 | 2017-06-09 | 凯迈（洛阳）航空防护装备有限公司 | A kind of frame-type suspender and the combination pile suspender using the frame-type suspender |
| CN106865401A (en) * | 2017-03-03 | 2017-06-20 | 凯迈（洛阳）航空防护装备有限公司 | A kind of suspender and the combination pile suspender using the suspender |
| CN109132839A (en) * | 2018-10-31 | 2019-01-04 | 科能源科技（天津）有限公司 | The boom hoisting of building block unit |
| CN110884992A (en) * | 2019-12-09 | 2020-03-17 | 含山县承力铸造厂 | Hoisting tool for preventing sand mold deformation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202625604U (en) | Lifting frame | |
| CN102556829A (en) | Hoisting rack for hoisting and mounting condenser shell module | |
| CN201842567U (en) | Lifting frame for modular tube panel of waste heat boiler | |
| CN101830392A (en) | Special lifting tool for steel containment vessel of nuclear power station and lifting method | |
| CN104649128A (en) | Special sling for hoisting extra-large structural modules for nuclear power plants | |
| WO2023213039A1 (en) | Safe continuous wall attachment device for high-rise buildings | |
| CN203715054U (en) | 3,000t combinable lifting balance beam | |
| CN103967263A (en) | Novel hydraulic automatic climbing discharging platform | |
| CN202072386U (en) | Lifting appliance for lifting raft foundation reinforcement cage of containment vessel of nuclear power station | |
| CN205500579U (en) | Moving die carrier for lock | |
| CN103058045A (en) | Large-size test-run cradle for crane | |
| CN206969995U (en) | A kind of suspender of nuclear power plant nuclear island main equipment | |
| CN202788873U (en) | Combined gantry tunnel lining trolley | |
| CN102108801A (en) | Guide rail system for use on end part of cross arms of helicopter-assembled power transmission line iron tower | |
| CN210238296U (en) | Large tower crane wall-attached space steel truss foundation | |
| CN212507295U (en) | Overhanging steel platform | |
| CN103287722A (en) | Holder special for cold-rolled steel pipes | |
| CN204023542U (en) | Vertical ship lift counterweight block connecting steel wire ropes stretching adjusting device | |
| CN208413637U (en) | A kind of crane hanger | |
| CN209722771U (en) | A kind of bridge construction Hanging Basket | |
| CN203684097U (en) | Mountain overhead tower-attached cantilever type beam-lifting purlin-hoisting system | |
| CN202848881U (en) | Space truss portal crane | |
| CN202924599U (en) | Slewing bearing base and crane with same | |
| CN202185973U (en) | Device for assisting dismounting and installing T beam formwork | |
| CN207645656U (en) | A kind of heavy type Bridge Erector |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140321 Owner name: STATE GRID CORPORATION OF CHINA Free format text: FORMER OWNER: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140321 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100192 HAIDIAN, BEIJING TO: 100031 XICHENG, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140321 Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Patentee after: State Grid Corporation of China Patentee after: China Electric Power Research Institute Address before: 100192 Beijing city Haidian District Qinghe small Camp Road No. 15 Patentee before: China Electric Power Research Institute |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121226 Termination date: 20170208 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |