CN201843383U - Tower frame hoisting point position reinforcing structure - Google Patents
Tower frame hoisting point position reinforcing structure Download PDFInfo
- Publication number
- CN201843383U CN201843383U CN2010205836125U CN201020583612U CN201843383U CN 201843383 U CN201843383 U CN 201843383U CN 2010205836125 U CN2010205836125 U CN 2010205836125U CN 201020583612 U CN201020583612 U CN 201020583612U CN 201843383 U CN201843383 U CN 201843383U
- Authority
- CN
- China
- Prior art keywords
- gusset plate
- sleeve pipe
- point position
- pylon
- hoisting point
- 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 - Lifetime
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 19
- 238000010276 construction Methods 0.000 claims description 22
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 239000000725 suspension Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003209 petroleum derivative Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Images
Landscapes
- Electric Cable Installation (AREA)
Abstract
The utility model discloses a pylon hoisting point position reinforced structure, hang the lug including gusset plate and the main of setting on the gusset plate, the symmetry is provided with four oblique web members on four angles of gusset plate, still is provided with the reinforcement sleeve pipe on the gusset plate, the reinforcement sleeve pipe is located the gusset plate middle part, and the edge of the gusset plate of reinforcement sleeve pipe and reinforcement sleeve pipe both sides is parallel. The utility model discloses can shorten the hoist and mount time limit for a project, reduce the hoist and mount cost to can reduce the hoist and mount risk.
Description
Technical field
The utility model relates to a kind of pylon hoisting point position ruggedized construction, can be used for the lifting construction of the steel pylon of industries such as oil, petrochemical industry, electric power, belongs to the large-scale framework steel structure hoisting technical field of construction in the engineering construction.
Background technology
The large-sized steel pylon is in order to one of main mode of setting upright fixing various high-rise cylindrical shape buildings in the air, particularly in engineering constructions such as petroleum gas purification plant, central treatment plant, be widely used in fixedly tail gas funnel and release flare, the large-sized steel tower hoisting is the critical control link in the engineering lifting construction.For a long time, owing to taken root by lifting machine, suspension centre and reinforces the puzzlement of problems such as difficulty is big, the lifting of pylon adopts segmentation aerial on chip or utilize hoist engine to make to draw integral body and pull and hang technology usually.For example, Chinese patent application number " 201010108277.8 " discloses a kind of anti-rotation angle tower frame foundation and preparation method.Its structure is made up of pylon mounting flange, triangle tubular foundation pile, anti-rotation fin, the pylon mounting flange is welded on the top of triangle tubular foundation pile, the anti-rotation fin is arranged on the vertical edges portion of triangle tubular foundation pile, the bottom of the top of anti-rotation fin and pylon mounting flange welds together, and the top of triangle tubular foundation pile is welded with deep floor with the corner part that is connected of pylon mounting flange.
Along with the fast development of large-scale hoisting machinery, these two kinds of hoistings all exist tangible deficiency.On the one hand, lift long in time limitly, influenced carrying out smoothly of follow-up engineering greatly, because pylon height, big, heavy, floor space is big, and pylon is in place not as good as early installing, and can directly have influence on the pylon follow-up construction of relevant specialities such as civil engineering, technology, electric meter on every side; On the other hand, exist a large amount of work high above the ground, lifting construction has a big risk.Because the lifting of above two aspects is not enough, direct or indirect increasing the construction economy cost.
Summary of the invention
The purpose of this utility model is to overcome the problems referred to above that existing steel pylon exists, and a kind of pylon hoisting point position ruggedized construction is provided, and the utility model can shorten the lifting duration, reduces hoisting cost, and can cut down the lifting risk.
For achieving the above object, the technical solution adopted in the utility model is as follows:
A kind of pylon hoisting point position ruggedized construction, comprise gusset plate and the master's hanger that is arranged on the gusset plate, it is characterized in that: be symmetrically arranged with four diagonal web members on four angles of described gusset plate, also be provided with the reinforcing sleeve pipe on the gusset plate, described reinforcing sleeve pipe is positioned at the gusset plate middle part, and it is parallel with the limit of the gusset plate of reinforcing the sleeve pipe both sides to reinforce sleeve pipe.
Be provided with a plurality of fixing collars in the described reinforcing sleeve pipe, the fixing collar spacing of adjacent two fixing collars equates.
Be provided with in the described fixing collar and connect the main cross bar of reinforcing sleeve pipe.
Also be provided with reinforced pole on the described gusset plate, reinforced pole one end is fixed on the gusset plate.
Adopt advantage of the present utility model to be:
One, in the utility model, be symmetrically arranged with four diagonal web members on four angles of gusset plate, also be provided with the reinforcing sleeve pipe on the gusset plate, reinforce sleeve pipe and be positioned at the gusset plate middle part, and it is parallel with the limit of the gusset plate of reinforcing the sleeve pipe both sides to reinforce sleeve pipe, adopts this safety of structure high, and it is quick for installation, can shorten the lifting duration, reduce hoisting cost, and can cut down the lifting risk.
When two, the utility model was applied in the large-scale pylon of large-scale crane integral hoisting steel, the lifting duration was short, and the lifting operation that past tens days just can be finished shortens to short dozens of minutes; The making of pylon and lifting are all finished on the ground, have reduced work high above the ground, have reduced construction safety risk; The hoisted in position early of pylon is vacateed the construction plant early for relevant speciality, has reduced various construction equipments, personnel and has been detained the on-the-spot time, greatly reduces construction cost.
Three, the utlity model has stronger resistance to plucking supporting capacity, simple in structure, design science, be easy to construction, applicability is strong, not limited by landform, to not influence of nearby buildings.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is the A-A sectional view among Fig. 1
Be labeled as among the figure: 1, lead hanger, 2, gusset plate, 3, diagonal web member, 4, reinforced pole, 5, reinforce sleeve pipe, 6, main cross bar, 7, fixing collar, 8, the fixing collar spacing.
The specific embodiment
A kind of pylon hoisting point position ruggedized construction, comprise gusset plate 2 and the master's hanger 1 that is arranged on the gusset plate 2, be symmetrically arranged with four diagonal web members 3 on four angles of gusset plate 2, also be provided with on the gusset plate 2 and reinforce sleeve pipe 5, described reinforcing sleeve pipe 5 is positioned at gusset plate 2 middle parts, and it is parallel with the limit of the gusset plate 2 of reinforcing sleeve pipe 5 both sides to reinforce sleeve pipe 5.
In the utility model, be provided with a plurality of fixing collars 7 in reinforcing sleeve pipe 5, the fixing collar spacing 8 of adjacent two fixing collars equates.
Optimal way of the present utility model is, is provided with to connect the main cross bar 6 of reinforcing sleeve pipe 5 in fixing collar 7, makes reinforcement effect more obvious.
Another optimal way of the present utility model is, also is provided with reinforced pole 4 on gusset plate 2, and reinforced pole 4 one ends are fixed on the gusset plate 2, and the other end can be fixed on the pylon.
The utility model is mainly used in main suspension centre and reinforces, the pylon master of main suspension centre place cross bar is by the original single big specification jacket type that is designed to adopt, that is: intrinsic main cross bar steel pipe adopts the steel pipe of bigger specification to replace, and then outside main cross bar the reinforcing sleeve pipe of a bigger specification of suit, the specification of reinforcing sleeve pipe can not surpass the specification of pylon master limb, the fixing collar of an annular of every interval one determining deviation welding between main cross bar and the reinforcing sleeve pipe, the gusset plate of locating of simultaneously hanger being taken root strengthens, thickening, the steel pipe with big specification between the gusset plate at the main suspension centre place gusset plate adjacent with its underpart adopts the mode of welding to couple together.
Obviously; those of ordinary skill in the art is according to technological know-how of being grasped and customary means; according to above said content, can also make the various ways that does not break away from the utility model fundamental technics thought, these pro forma conversion are all within protection domain of the present utility model.
Claims (4)
1. pylon hoisting point position ruggedized construction, comprise gusset plate (2) and be arranged on master's hanger (1) on the gusset plate (2), it is characterized in that: be symmetrically arranged with four diagonal web members (3) on four angles of described gusset plate (2), also be provided with on the gusset plate (2) and reinforce sleeve pipe (5), described reinforcing sleeve pipe (5) is positioned at gusset plate (2) middle part, and it is parallel with the limit of the gusset plate (2) of reinforcing sleeve pipe (5) both sides to reinforce sleeve pipe (5).
2. pylon hoisting point position ruggedized construction according to claim 1 is characterized in that: be provided with a plurality of fixing collars (7) in the described reinforcing sleeve pipe (5), the fixing collar spacing (8) of adjacent two fixing collars equates.
3. pylon hoisting point position ruggedized construction according to claim 2 is characterized in that: be provided with in the described fixing collar (7) and connect the main cross bar (6) of reinforcing sleeve pipe (5).
4. according to claim 1,2 or 3 described pylon hoisting point position ruggedized constructions, it is characterized in that: also be provided with reinforced pole (4) on the described gusset plate (2), reinforced pole (4) one ends are fixed on the gusset plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205836125U CN201843383U (en) | 2010-10-29 | 2010-10-29 | Tower frame hoisting point position reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205836125U CN201843383U (en) | 2010-10-29 | 2010-10-29 | Tower frame hoisting point position reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201843383U true CN201843383U (en) | 2011-05-25 |
Family
ID=44038276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205836125U Expired - Lifetime CN201843383U (en) | 2010-10-29 | 2010-10-29 | Tower frame hoisting point position reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201843383U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953557A (en) * | 2012-11-14 | 2013-03-06 | 中冶天工集团有限公司 | Reinforcing method for lifting point of honeycomb type net shell |
-
2010
- 2010-10-29 CN CN2010205836125U patent/CN201843383U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953557A (en) * | 2012-11-14 | 2013-03-06 | 中冶天工集团有限公司 | Reinforcing method for lifting point of honeycomb type net shell |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202080812U (en) | Dedicated sling system for large-scaled reinforcing cage | |
| CN202346637U (en) | Holding rod of double-flat-arm spinning self-lifting seat | |
| CN102659017B (en) | Steel column hoisting system | |
| CN105781210B (en) | A kind of conical tower and its tool section assist punching construction method for lifting whole | |
| CN201843383U (en) | Tower frame hoisting point position reinforcing structure | |
| CN204282842U (en) | A kind of segmentation steel column is installed and is connected hoisting structure | |
| CN201953128U (en) | Novel tower for integral hoisting of crane | |
| CN201793330U (en) | Gantry hanger frame device | |
| CN106049896A (en) | Dismantling method for resisting impact load in high-altitude overhanging steel-structure-platform dismantling process | |
| CN202072386U (en) | Lifting appliance for lifting raft foundation reinforcement cage of containment vessel of nuclear power station | |
| CN201406269Y (en) | Three-unit crane lifting T-shaped sling | |
| CN102777036A (en) | Air reverse mechanical joint construction method of super-long vertical reinforcement cage | |
| CN201511439U (en) | System for integrally binding and hoisting box girder steel reinforcement framework | |
| CN201385979Y (en) | Rotary lifting bent | |
| CN203159027U (en) | A prefabricated iron tower foundation spreader | |
| CN201367313Y (en) | Swinging strut type pole head | |
| CN203497919U (en) | Integral lifting device of helicopter platform | |
| CN203740851U (en) | Detachable lifting beam | |
| CN205990200U (en) | 360 ° of luffing independent hoist device | |
| CN207090779U (en) | One kind auxiliary runner plate turns over instrument | |
| CN204265249U (en) | A kind of transfer crane and portal frame thereof | |
| CN202936088U (en) | T-shaped beam steel lifting bracket | |
| CN202657862U (en) | Wallboard lift-out device | |
| CN201857234U (en) | Simple lifting device | |
| CN218860148U (en) | Special holding pole and lifting system for hoisting shaft of Yangtze river large-span tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110525 |
|
| CX01 | Expiry of patent term |