CN102190249A - Method for hoisting equipment positioned at bottom of multilayer frame platform - Google Patents
Method for hoisting equipment positioned at bottom of multilayer frame platform Download PDFInfo
- Publication number
- CN102190249A CN102190249A CN2010101282774A CN201010128277A CN102190249A CN 102190249 A CN102190249 A CN 102190249A CN 2010101282774 A CN2010101282774 A CN 2010101282774A CN 201010128277 A CN201010128277 A CN 201010128277A CN 102190249 A CN102190249 A CN 102190249A
- Authority
- CN
- China
- Prior art keywords
- equipment
- steel
- bottom case
- slide bar
- plant bottom
- 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.)
- Granted
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a method for hoisting equipment positioned at the bottom of a multilayer frame platform, which is characterized by comprising the following steps of: a) providing a special slide rail; b) arranging a slide bar on a base of the equipment; c) setting a sliding traction mode; d) performing traction sliding operation; and e) lifting the equipment obliquely and vertically descending the equipment in place. The method for hoisting the equipment positioned at the bottom of the multilayer frame platform has the advantages that: the equipment positioned at the bottom of the multilayer frame platform can be economically, quickly and easily hoisted in place and the safety of operators and the equipment is effectively guaranteed.
Description
Technical field
The present invention relates to a kind of hanging method of mechanical equipment, specifically, is a kind of hanging method that is positioned at multistory frame platform underlying device.
Background technology
Because of technological process needs, mechanical equipment often need divide multilayer to arrange that upper layer device is supported on steel structure or the concrete framework platform, and is positioned at the mechanical equipment of framework platform bottom, just can't use crane and factory building driving installation in position.
If light equipment and miles of relative movement are shorter, generally adopt rolling bar to add that draw gear is traversing to put in place, but mostly be more severe duty equipment greatly, and miles of relative movement is longer for metallurgy industry, be difficult to the control moving direction, and the risk that exists unstability to topple over.And for example fruit ground also has height basis and raceway groove inequality, the just method that can't directly adopt rolling bar to move.
Therefore the hanging method of known equipment installation in position exists above-mentioned all inconvenience and problem.
Summary of the invention
Purpose of the present invention is to propose a kind of equipment that is positioned at multistory frame platform (cement concrete or steel structure) bottom that makes, can be economical, the hanging method that is positioned at multistory frame platform underlying device of hoisted in position quickly and easily.
For achieving the above object, technical solution of the present invention is:
A kind of hanging method that is positioned at multistory frame platform underlying device is characterized in that may further comprise the steps:
A) provide sliding rail special
Described sliding rail special is welded into a firm framework by two vertical H shaped steel and the horizontal angle steel of Duo Gen or steel pipe, described framework is settled on the ground, when the unfairness of basis, ground, need bolster wood, parallels, and pad steady, pad to reach and can bear weight of equipment, described framework and basic built-in fitting or the welding of other anchoring pieces are fixing, and the I shape track is laid in the top flange at described framework H shaped steel, the fixedly employing rail pressing device of track, be provided with one group every 1 meter, rail pressing device can adopt welding or bolted connection pattern;
B) slide bar is set on plant bottom case
Respectively weld four falseworks by I-beam section or H section steel manufacture in the stressed position of plant bottom case described to be lifted all around, the other end of described former and later two falseworks laterally is welded on respectively on the same thick walled steel tube, the horizontal rear and front end of described plant bottom case constitutes two thick walled steel tube slide bars that are parallel to each other thus, and the length of described slide bar is than the long 200mm of the gauge of described slide rail;
C) the slippage traction mode is set
Adopt chain block to make tractive force, described chain block size and quantity are calculated the back according to weight of equipment and are determined; Chain block one end is fixed on the place ahead far-end of line of travel, and the other end is connected with described front equipment end stress point (can make hanger with δ 20 steel plates) by steel rope, keeps the height unanimity at described two ends, and makes described steel cable and track keeping parallelism;
D) traction slippage operation
On described sliding rail special, smear earlier lubricating grease to reduce friction drag, with driving or crane equipment is hung on described sliding rail special then, check whether described slide bar is across two positions on the slide rail correct, confirm the described equipment of errorless back chain block traction slippage, for reducing impact, the vibration in moving, moving must be slowly, and the moving velocity of described equipment is controlled at 0.5m/min, and whenever moves 1 meter and once check correction;
E) the oblique lifting of equipment, vertically fall in place
When described equipment being slid onto near the Equipment Foundations, platform above equipment bottom is provided with, fixes several chain blocks earlier, be lifted to certain altitude directly over the basis with equipment is oblique, cut off the falsework on the plant bottom case, pull down slide bar together with integral body, and the plant bottom case that polishes flat is slowly operated chain block and is made equipment aligning base position vertically fall in place.
The hanging method that is positioned at multistory frame platform underlying device of the present invention can also be further achieved by the following technical measures.
Aforesaid method, the track that sliding rail special is provided of wherein said step a) are installed and are adjusted straightness accuracy, levelness, deviation≤1/1000mm.
Aforesaid method, the thick walled steel tube that slide bar is set on plant bottom case of wherein said step b) are that diameter can be decided according to weight of equipment, are about the thick-walled pipe of 89*12mm.
Aforesaid method, the length 100mm of the falsework that slide bar is set on plant bottom case of wherein said step b) is advisable.
After adopting technique scheme, the hanging method that is positioned at multistory frame platform underlying device of the present invention has the following advantages:
1, make the equipment that is positioned at multistory frame platform bottom can be economical, hoisted in position quickly and easily;
2, ensure operating personal and device security effectively.
Description of drawings
Fig. 1 is the sliding rail special structural representation of the embodiment of the invention;
Fig. 2 is the schematic side view of falsework and slide bar on the plant bottom case of the embodiment of the invention;
Fig. 3 is the front elevational schematic of falsework and slide bar on the plant bottom case of the embodiment of the invention;
Fig. 4 is the falsework detail drawing of Fig. 3;
Fig. 5 is the equipment slippage traction scheme drawing of the embodiment of the invention.
Among the figure: 1 track, 2 rail pressing devices, 3H formed steel base, 4H structural steel frame contact bar, 5 plant bottom cases, 6 slide bars, 7 falseworks, 8 bottle gouards moved by hands, 9 steel ropes, 10 equipment, 11 thick walled steel tubes, 12 I shape tracks, 13H shaped steel, 14. sleepers, 15 bottle gouard moved by hands attachment points.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing thereof the present invention is illustrated further.
The hanging method that is arranged in multistory frame platform underlying device of the present invention adopts successfully application at the cold pickling line that moves back of Baosteel corrosion-resistant steel.Long on more than 400 meter on whole piece unit line, the ground floor equipment that is positioned under the framework platform has more than 100, there is raceway groove on the basis, ground that has, can not directly move under the situation of installation with lifting and rolling bar, adopted the hanging method that is positioned at multistory frame platform underlying device of the present invention, installation effectiveness height, equipment are installed total duration than having shortened 10 days in the original plan, reseize the aggregate scheduling node, and guaranteed to be hung the safety of equipment and peripheral facilities and operating personal.
The hanging method that is positioned at multistory frame platform underlying device of the present invention is characterized in that may further comprise the steps:
A) provide sliding rail special
Now see also Fig. 1, Fig. 1 is the sliding rail special structural representation of the embodiment of the invention.As shown in the figure, described sliding rail special vertically is welded into a firm framework with H250 shaped steel 3 and the horizontal steel pipe of Duo Gen by two, described framework is settled on the ground, when the unfairness of basis, ground, need bolster wood 14, parallels, and pad is steady, pad to reach and to bear weight of equipment, described framework and basic built-in fitting or the welding of other anchoring pieces are fixing, and the I shape track is laid in the top flange at described framework H shaped steel, the fixedly employing rail pressing device of track, be provided with one group every 1 meter, rail pressing device can adopt welding or bolted connection pattern, i shaped steel track 1 is laid in H shaped steel top flange, and rail can be selected 43#, and described H shaped steel top flange is provided with one group of rail pressing device 2 with regular worker's font rail road 1 every 1 meter, straightness accuracy is adjusted in the installation of described track 1, levelness, deviation≤1/1000mm;
B) slide bar is set on plant bottom case
Now see also Fig. 2 to Fig. 4, Fig. 2 is the schematic side view of falsework and slide bar on the plant bottom case of the embodiment of the invention; Fig. 3 is the front elevational schematic of falsework and slide bar on the plant bottom case of the embodiment of the invention; Fig. 4 is the falsework detail drawing of Fig. 3.Respectively weld four falseworks 7 by H section steel manufacture in the stressed position of plant bottom case described to be lifted 5 all around, the length of described falsework 7 is 100mm, the other end of described former and later two falseworks 7 laterally is welded on respectively on the same thick walled steel tube 11, described thick walled steel tube 11 is that diameter is the thick-walled pipe of 89*12mm, the horizontal rear and front end of described thus plant bottom case 5 constitutes two thick walled steel tube slide bars 6 that are parallel to each other, and the length of described slide bar 6 is than the long 200mm of the track space of described slide rail;
C) the slippage traction mode is set
Fig. 5 is the equipment slippage traction scheme drawing of the embodiment of the invention.Adopt chain block 8 to make tractive force, the size of described chain block 8 and quantity are calculated the back according to weight of equipment and are determined; Chain block 8 one ends are fixed on the place ahead far-end 15 of line of travel, and the other end is connected with described front equipment end stress point (can make hanger with δ 20 steel plates) by steel rope 9, keeps the height unanimity at described two ends, and makes described steel cable and track keeping parallelism; D) traction slippage operation
On described sliding rail special 12, smear earlier lubricating grease to reduce friction drag, it when making the equipment slippage line contact, the resistance of both having reduced friction has improved sliding efficiency, unlikely damage of equipment and modification have been protected again, with driving or crane equipment is hung on described sliding rail special 12 then, check whether described slide bar is across two positions on the slide rail correct, confirm the described equipment of errorless back chain block traction slippage, for reducing the impact in moving, vibration, moving must be slowly, the moving velocity of described equipment is controlled at 0.5m/min, and whenever moves 1 meter and once check correction;
E) the oblique lifting of equipment, vertically fall in place
When described equipment being slid onto near the Equipment Foundations, platform above equipment bottom is provided with, fixes several chain blocks earlier, be lifted to certain altitude directly over the basis with equipment is oblique, cut off the falsework on the plant bottom case, pull down slide bar together with integral body, and the plant bottom case that polishes flat is slowly operated chain block and is made equipment aligning base position vertically fall in place.
Above embodiment is only for the usefulness that the present invention is described, but not limitation of the present invention, person skilled in the relevant technique under the situation that does not break away from the spirit and scope of the present invention, can also be made various conversion or variation.Therefore, all technical schemes that are equal to also should belong to category of the present invention, should be limited by each claim.
Claims (4)
1. hanging method that is positioned at multistory frame platform underlying device is characterized in that may further comprise the steps:
A) provide sliding rail special
Described sliding rail special is welded into a firm framework by two vertical H shaped steel and the horizontal angle steel of Duo Gen or steel pipe, described framework is settled on the ground, when the unfairness of basis, ground, need bolster wood, parallels, and pad steady, pad to reach and can bear weight of equipment, described framework and basic built-in fitting or the welding of other anchoring pieces are fixing, and the I shape track is laid in the top flange at described framework H shaped steel, the fixedly employing rail pressing device of track, be provided with one group every 1 meter, rail pressing device can adopt welding or bolted connection pattern;
B) slide bar is set on plant bottom case
Respectively weld four falseworks by I-beam section or H section steel manufacture in the stressed position of plant bottom case described to be lifted all around, the other end of described former and later two falseworks laterally is welded on respectively on the same thick walled steel tube, the horizontal rear and front end of described plant bottom case constitutes two thick walled steel tube slide bars that are parallel to each other thus, and the length of described slide bar is than the long 200mm of the track space of described slide rail;
C) the slippage traction mode is set
Adopt chain block to make tractive force, described chain block size and quantity are calculated the back according to weight of equipment and are determined; Chain block one end is fixed on the place ahead far-end of line of travel, and the other end is connected with described front equipment end stress point (can make hanger with δ 20 steel plates) by steel rope, keeps the height unanimity at described two ends, and makes described steel cable and track keeping parallelism;
D) traction slippage operation
On described sliding rail special, smear earlier lubricating grease to reduce friction drag, with driving or crane equipment is hung on described sliding rail special then, check whether described slide bar is across two positions on the slide rail correct, confirm the described equipment of errorless back chain block traction slippage, for reducing impact, the vibration in moving, moving must be slowly, and the moving velocity of described equipment is controlled at 0.5m/min, and whenever moves 1 meter and once check correction;
E) the oblique lifting of equipment, vertically fall in place
When described equipment being slid onto near the Equipment Foundations, platform above equipment bottom is provided with, fixes several chain blocks earlier, be lifted to certain altitude directly over the basis with equipment is oblique, cut off the falsework on the plant bottom case, pull down slide bar together with integral body, and the plant bottom case that polishes flat is slowly operated chain block and is made equipment aligning base position vertically fall in place.
2. the hanging method that is positioned at multistory frame platform underlying device according to claim 1, its feature exists, and the track that sliding rail special is provided of described step a) is installed and is adjusted straightness accuracy, levelness, deviation≤1/1000mm.
3. the hanging method that is positioned at multistory frame platform underlying device according to claim 1, its feature exists, and the thick walled steel tube that slide bar is set on plant bottom case of described step b) is that diameter is the thick-walled pipe of 89*12mm.
4. the hanging method that is positioned at multistory frame platform underlying device according to claim 1, its feature exists, and the length 100mm of the falsework that slide bar is set on plant bottom case of described step b) is advisable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010128277.4A CN102190249B (en) | 2010-03-17 | 2010-03-17 | Method for hoisting equipment positioned at bottom of multilayer frame platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010128277.4A CN102190249B (en) | 2010-03-17 | 2010-03-17 | Method for hoisting equipment positioned at bottom of multilayer frame platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102190249A true CN102190249A (en) | 2011-09-21 |
| CN102190249B CN102190249B (en) | 2014-10-01 |
Family
ID=44599271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010128277.4A Active CN102190249B (en) | 2010-03-17 | 2010-03-17 | Method for hoisting equipment positioned at bottom of multilayer frame platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102190249B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818858A (en) * | 2015-04-22 | 2015-08-05 | 中国十七冶集团有限公司 | Indoor heavy electric cabinet lifting method |
| CN106522563A (en) * | 2016-11-03 | 2017-03-22 | 宁波建工工程集团有限公司 | Building construction member slip mechanism and installation and demounting method thereof |
| CN108147269A (en) * | 2017-11-16 | 2018-06-12 | 上海二十冶建设有限公司 | A kind of the integral hoisting positioning apparatus and installation method of large size complete set formula equipment |
| CN108180428A (en) * | 2017-11-27 | 2018-06-19 | 刘艳丹 | A kind of structure of the lighting lamp of road construction |
| CN108661030A (en) * | 2017-03-31 | 2018-10-16 | 烟台中集来福士海洋工程有限公司 | Jack-up unit cantilever beam folding method |
| CN109775276A (en) * | 2019-02-22 | 2019-05-21 | 海洋石油工程（青岛）有限公司 | The method that large-scale air hose is had bad luck is carried out in module |
| CN111377383A (en) * | 2020-03-30 | 2020-07-07 | 中国电建集团山东电力建设第一工程有限公司 | Hoisting system and hoisting method for overweight horizontal high-pressure heater |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1021106A (en) * | 1964-03-13 | 1966-02-23 | Leon Foulquier | Load-handling tackle for a lifting device |
| FR2253901A1 (en) * | 1975-01-03 | 1975-07-04 | Compensation Ste Gle | Method of transferring shuttering - involves using three axle carriage not pivoting when lifted by slings |
| CN101152949A (en) * | 2006-09-27 | 2008-04-02 | 十一冶建设有限责任公司 | Parallel move method for ultra-high ultra-large large-weight running well frame type hoisting tool and device thereof |
| CN201058968Y (en) * | 2007-06-26 | 2008-05-14 | 中铁一局集团有限公司新运工程公司 | Electric track type sliding beam apparatus for erection of railway bridge |
| CN201224661Y (en) * | 2008-06-06 | 2009-04-22 | 陕西化建工程有限责任公司 | Apparatus for mounting indoor large-sized apparatus in small space |
| CN101629455A (en) * | 2009-08-18 | 2010-01-20 | 北京城建精工钢结构工程有限公司 | Accumulation slippage construction device in icesword manner and construction method thereof |
-
2010
- 2010-03-17 CN CN201010128277.4A patent/CN102190249B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1021106A (en) * | 1964-03-13 | 1966-02-23 | Leon Foulquier | Load-handling tackle for a lifting device |
| FR2253901A1 (en) * | 1975-01-03 | 1975-07-04 | Compensation Ste Gle | Method of transferring shuttering - involves using three axle carriage not pivoting when lifted by slings |
| CN101152949A (en) * | 2006-09-27 | 2008-04-02 | 十一冶建设有限责任公司 | Parallel move method for ultra-high ultra-large large-weight running well frame type hoisting tool and device thereof |
| CN201058968Y (en) * | 2007-06-26 | 2008-05-14 | 中铁一局集团有限公司新运工程公司 | Electric track type sliding beam apparatus for erection of railway bridge |
| CN201224661Y (en) * | 2008-06-06 | 2009-04-22 | 陕西化建工程有限责任公司 | Apparatus for mounting indoor large-sized apparatus in small space |
| CN101629455A (en) * | 2009-08-18 | 2010-01-20 | 北京城建精工钢结构工程有限公司 | Accumulation slippage construction device in icesword manner and construction method thereof |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818858A (en) * | 2015-04-22 | 2015-08-05 | 中国十七冶集团有限公司 | Indoor heavy electric cabinet lifting method |
| CN106522563A (en) * | 2016-11-03 | 2017-03-22 | 宁波建工工程集团有限公司 | Building construction member slip mechanism and installation and demounting method thereof |
| CN108661030A (en) * | 2017-03-31 | 2018-10-16 | 烟台中集来福士海洋工程有限公司 | Jack-up unit cantilever beam folding method |
| CN108147269A (en) * | 2017-11-16 | 2018-06-12 | 上海二十冶建设有限公司 | A kind of the integral hoisting positioning apparatus and installation method of large size complete set formula equipment |
| CN108180428A (en) * | 2017-11-27 | 2018-06-19 | 刘艳丹 | A kind of structure of the lighting lamp of road construction |
| CN109775276A (en) * | 2019-02-22 | 2019-05-21 | 海洋石油工程（青岛）有限公司 | The method that large-scale air hose is had bad luck is carried out in module |
| CN111377383A (en) * | 2020-03-30 | 2020-07-07 | 中国电建集团山东电力建设第一工程有限公司 | Hoisting system and hoisting method for overweight horizontal high-pressure heater |
| CN111377383B (en) * | 2020-03-30 | 2022-05-27 | 中国电建集团山东电力建设第一工程有限公司 | Hoisting system and hoisting method for overweight horizontal high-pressure heater |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102190249B (en) | 2014-10-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102190249B (en) | Method for hoisting equipment positioned at bottom of multilayer frame platform | |
| CN103669215B (en) | Vertical-horizontal overall-sliding type side mold of fulcrum-few support | |
| CN106638687B (en) | A kind of accurate quick-assembling technique of precast assembly pipe gallery | |
| CN101457513B (en) | Bridge erection method | |
| CN107013038B (en) | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method | |
| CN104060844A (en) | Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof | |
| CN101476287A (en) | Construction method for carrying large box girder by tire type portal jib crane | |
| CN104060835A (en) | Lifting-sliding construction method for single plane truss | |
| CN202751338U (en) | Rail type suspension basket | |
| CN106592962A (en) | Large-height-difference long-span stiff-skeleton cladding concrete formwork construction method and apparatus | |
| CN101992990B (en) | Double-inclined-way traction elevator | |
| CN203834373U (en) | Lifting movement mold carriage trolley for box culvert side wall formwork | |
| CN102837705B (en) | Traveling bogie in steel box | |
| CN207047691U (en) | A kind of cantilever type movable crosshead | |
| CN202879487U (en) | Transfer carriage in steel box | |
| CN102587293A (en) | System and method for cradle cantilever construction of variable-width section concrete girder | |
| CN102926330B (en) | Installation method of hanging basket suitable for bridge construction | |
| CN203961317U (en) | Slip list Pin and many truss structures moulding bed | |
| CN206245344U (en) | A kind of installation car assembled for precast assembly pipe gallery | |
| CN108625270A (en) | Nose girder gantry crane installs bridge prefabrication box girder construction method | |
| CN202482772U (en) | Collapse-proof stop block mounting system for railway bridge | |
| CN112030777A (en) | Descending movable formwork support bracket crossing type transfer construction method | |
| CN103375029A (en) | Prestressed dome hoisting cantilever crane | |
| CN205369040U (en) | Suspension bridge is under construction on bank stiffening beam secondary and is swung and move device | |
| JP6873435B2 (en) | Suspended scaffolding and its erection method |
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 |