CN205527291U - A frame type frame for hoisting two superimposed sheets - Google Patents
A frame type frame for hoisting two superimposed sheets Download PDFInfo
- Publication number
- CN205527291U CN205527291U CN201520951758.3U CN201520951758U CN205527291U CN 205527291 U CN205527291 U CN 205527291U CN 201520951758 U CN201520951758 U CN 201520951758U CN 205527291 U CN205527291 U CN 205527291U
- Authority
- CN
- China
- Prior art keywords
- frame
- forth effort
- put forth
- steel
- saw
- 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
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Abstract
The utility model provides a frame type frame for hoisting two superimposed sheets, belongs to building construction field, exactly is the lifting device that relates to conducting site hoisting superimposed sheet in the prefabricated construction. Its characteristics are, the frame -saw by two isometric long I -steel and two isometric short I -steel enclose into the rectangle and short I -steel two piece isometric other short I -steel constitute I -shaped strengthening rib with the crossbeam, I -shaped strengthening rib embedded in constitute the frame -saw in the rectangle, the department of putting forth effort in the upper portion of frame -saw and lower part puts forth effort the frame respectively and puts forth effort to put up down in the welding, put forth effort the frame on four and put forth effort down respectively to wear one on the frame and break out with eight, form respectively and lift by crane the lug and hoist the lug, hoist the wire rope that plays as required on the lug. Its positive effect is: owing to adopted the frame type frame that hoists two superimposed sheets, can once only hoist two superimposed sheets simultaneously, improved the construction speed of on -the -spot superimposed sheet hoist and mount, improved hoist and mount efficiency and hoist and mount quality.
Description
Technical field
Belong to the realm of building construction, exactly relate to the slinger of on-site hoisting superimposed sheet in prefabricated construction
Tool.
Background technology
Prefabricated construction is the inevitable outcome of building industry, industrialization development, and superimposed sheet is in place to phase by lifting
After answering position, couple formation entirety with agent structure by joint reinforcing and in-situ layer concreting.
If superimposed sheet is directly lifted by tower crane, a handling is only capable of lifting one piece of superimposed sheet, steel wire rope in hoisting process
Angle of inclination can be formed with superimposed sheet, easily cause superimposed sheet stress and be not inconsistent with normal work stress, even can lead time serious
Cause superimposed sheet stress damaged.
The well cabinet frame that this utility model is used surrounding can fix eight steel wire ropes bottom support body, not only can handling simultaneously
Two pieces of superimposed sheets, and during handling, substantially increase the angle between steel wire rope and superimposed sheet, bottom side superimposed sheet is even
Up to 90 ° of uniform stresseds, not only increase the speed of application of on-the-spot superimposed sheet lifting, can preferably avoid and normal work simultaneously
It is not inconsistent caused component damage as stress.
Summary of the invention
This utility model provide a kind of simple in construction, easy to assembly, can the architectural engineering of simultaneously two pieces of superimposed sheets of handling
Lifting device: a kind of frame-type frame for lifting two pieces of superimposed sheets.
The technical scheme that this utility model is taked:
A kind of frame-type frame for lifting two pieces of superimposed sheets, comprises frame-saw, and its scheme is: frame-saw is by two isometric farm labourers
Word steel and two isometric short I-steel surround rectangle, and the isometric other two short I-steel of described short I-steel and crossbeam
Constituting I-shaped reinforcement, described I-shaped reinforcement constitutes frame-saw in being embedded in described rectangle;The top of frame-saw and under
The origin of force in portion, be respectively welded put forth effort frame and under put forth effort frame;Put forth effort on four to put forth effort respectively to wear on frame one under frame and eight
Shackle, separately constitutes lifting hanger and lifting hanger, the on-demand steel wire rope that plays on lifting hanger.
Implementing the good effect after this utility model is:
Owing to have employed the frame-type frame of two pieces of superimposed sheets of lifting, two pieces of superimposed sheets can be lifted the most simultaneously, improve existing
The speed of application of field superimposed sheet lifting, and during handling, substantially increase the angle between steel wire rope and superimposed sheet, the end
Side superimposed sheet is even up to 90 ° of uniform stresseds, it is possible to preferably avoid not being inconsistent caused component with the stress that normally works
Destroy, improve lifting efficiency and lifting quality.
Accompanying drawing explanation
Fig. 1, frame-type shelf structure schematic diagram,
The frame-type frame schematic diagram of Fig. 2, band lifting steel wire rope,
Fig. 3, shackle schematic diagram,
Fig. 4, put forth effort frame schematic diagram.
Numbering explanation: 1 girder in figure, 2 secondary beams, 3 crossbeams, 4 steel plates, 5 shackles, puts forth effort frame, puts forth effort frame 7 times on 6,8 short steel
Cord, 9 long steel wire ropes, 10 lifting hangers, 11 lifting hangers.
Detailed description of the invention
In conjunction with accompanying drawing, the utility model is described in further detail:
A kind of frame-type frame for lifting two pieces of superimposed sheets, comprises frame-saw, and its structure is: frame-saw is by two isometric farm labourers
Word steel 1 and two isometric short I-steel 2 surround rectangle, and the isometric other two short I-steel of described short I-steel are with horizontal
Beam 3 constitutes I-shaped reinforcement, and described I-shaped reinforcement constitutes frame-saw in being embedded in described rectangle;On the top of frame-saw and
The origin of force of bottom, be respectively welded put forth effort frame 6 and under put forth effort frame 7;Put forth effort on four to put forth effort respectively to wear on frame 7 under frame 6 and eight
A shackle 5, separately constitute lifting hanger 10 and lifting hanger 11, the on-demand steel wire rope that plays on lifting hanger 11.
Put forth effort on described frame 6 and under put forth effort frame 7 for triangle iron plate, four pieces of triangle iron plates are biphase by trapezoidal flat board two
Every, symmetrical secure weld put forth effort on frame-saw, composition frame 6 and under put forth effort frame 7, trapezoidal plate center has through hole, and shackle 5 is through logical
Hole is fixed;On put forth effort frame 6 and under put forth effort frame 7 and constitute lifting hanger 10 respectively with shackle 5 and lift hanger 11.
Put forth effort under described eight on frame 7, respectively to wear a shackle 5 composition lifting hanger 11, described eight lifting hangers 11,
Its distribution is the hanger that there are four long steel wire ropes 9 that play at four end angles, and middle part is dispersed with the hanger of four straps 8 that play;
Strap 8 is for connecting first piece of superimposed sheet;Long steel wire rope 9 is for connecting second piece of superimposed sheet.
Claims (3)
1., for a frame-type frame for two pieces of superimposed sheets of lifting, comprise frame-saw, it is characterized in that: frame-saw is by two isometric long I-shapeds
Steel (1) and two isometric short I-steel (2) surround rectangle, and the isometric other two short I-steel of described short I-steel with
Crossbeam (3) constitutes I-shaped reinforcement, and described I-shaped reinforcement constitutes frame-saw in being embedded in described rectangle;Upper at frame-saw
Portion and the origin of force of bottom, be respectively welded put forth effort frame (6) and under put forth effort frame (7);Put forth effort on four to put forth effort under frame (6) and eight
Respectively wear a shackle (5) on frame (7), separately constitute lifting hanger (10) and lifting hanger (11), lifting hanger (11) is pressed
Need to be played steel wire rope.
A kind of frame-type frame for lifting two pieces of superimposed sheets the most according to claim 1, is characterized in that: put forth effort frame on described
(6) and under to put forth effort frame (7) be triangle iron plate, four pieces of triangle iron plates are separated by two-by-two by trapezoidal flat board, symmetrical secure weld in
Frame-saw, composition is puted forth effort frame (6) and under put forth effort frame (7), trapezoidal plate center has through hole, and shackle (5) is fixed through through hole;Go up
Power frame (6) and under put forth effort frame (7) respectively with shackle (5) constitute lifting hanger (10) and lift hanger (11).
A kind of frame-type frame for lifting two pieces of superimposed sheets the most according to claim 1, is characterized in that: described eight are descended
Respectively wearing a shackle (5) composition lifting hanger (11) on power frame (7), described eight liftings hanger (11), its distribution is four
There is the hanger of four long steel wire rope (9) that play at end angle, and middle part is dispersed with the hanger of four straps that play (8);Strap
(8) for connecting first piece of superimposed sheet;Long steel wire rope (9) is for connecting second piece of superimposed sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520951758.3U CN205527291U (en) | 2015-11-25 | 2015-11-25 | A frame type frame for hoisting two superimposed sheets |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520951758.3U CN205527291U (en) | 2015-11-25 | 2015-11-25 | A frame type frame for hoisting two superimposed sheets |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205527291U true CN205527291U (en) | 2016-08-31 |
Family
ID=56762437
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520951758.3U Expired - Fee Related CN205527291U (en) | 2015-11-25 | 2015-11-25 | A frame type frame for hoisting two superimposed sheets |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205527291U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105905781A (en) * | 2016-07-08 | 2016-08-31 | 中铁大桥局集团有限公司 | Hanger used for hoisting large-section steel truss girders and hoisting method |
CN107128794A (en) * | 2017-06-16 | 2017-09-05 | 中国二十二冶集团有限公司 | Prefabricated superimposed sheet hanging method |
CN113979277A (en) * | 2021-10-08 | 2022-01-28 | 临泉晶宫绿建节能建筑有限公司 | Assembled building lifting device |
-
2015
- 2015-11-25 CN CN201520951758.3U patent/CN205527291U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105905781A (en) * | 2016-07-08 | 2016-08-31 | 中铁大桥局集团有限公司 | Hanger used for hoisting large-section steel truss girders and hoisting method |
CN105905781B (en) * | 2016-07-08 | 2018-05-08 | 中铁大桥局集团有限公司 | The hanging method of big segment steel truss girder |
CN107128794A (en) * | 2017-06-16 | 2017-09-05 | 中国二十二冶集团有限公司 | Prefabricated superimposed sheet hanging method |
CN113979277A (en) * | 2021-10-08 | 2022-01-28 | 临泉晶宫绿建节能建筑有限公司 | Assembled building lifting device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202400723U (en) | Lifting tool type hanger frame for prefabricated parts | |
CN102674136A (en) | Lifting method for large-scale tower equipment | |
CN205527291U (en) | A frame type frame for hoisting two superimposed sheets | |
CN207294093U (en) | A kind of large span steel truss integral lifting apparatus | |
CN202658590U (en) | Integral assembled drilling platform | |
CN210103281U (en) | Concrete sleeper gang hoisting device | |
CN202899735U (en) | Lifting tool for high-pressure iron tower support | |
CN201000413Y (en) | Building project bearing beam loading composite girder steel test device | |
CN205662256U (en) | High rises pergola side and hangs a semi -portal bridge crane | |
CN104314354A (en) | High-voltage electric tower base | |
CN201903043U (en) | Plate girder laminated beam | |
CN213297372U (en) | Simple turnover telegraph pole anti-toppling protection device | |
CN204689351U (en) | A kind of H profile steel structural elements suspender | |
CN211228645U (en) | Vertical resistance to compression bearing capacity device of friction pile | |
CN208022590U (en) | One kind overhauling hoisting frame based on steel construction boiler plant | |
CN107840244A (en) | Four limbs side column bilayer shoulder beam supporting construction | |
CN106759435A (en) | A kind of steel structure base ring of mountain region wind driven generator base | |
CN108928729B (en) | Lifting appliance and lifting device using same | |
CN206735670U (en) | A kind of vertical transport auxiliary equipment built by laying bricks or stones for MAERZ lime kiln | |
CN105113426A (en) | Cable connector and steel truss arch bridge cable connecting method | |
CN111847218A (en) | Bottom plate balance lifting appliance for precast concrete composite slab and manufacturing method thereof | |
CN204873511U (en) | Embedded trolley frame of two roof beam hoists | |
CN202466428U (en) | Hoisting structure for hoisting prefabricated box girder segment | |
CN203112397U (en) | Simple olecranon hoisting equipment | |
CN104555710B (en) | It is a kind of for assisting the tool of the dry protection of lifting reactor core |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20171125 |
|
CF01 | Termination of patent right due to non-payment of annual fee |