CN211769769U - Lifting lug structure for hoisting thin-wall circular tube tower module - Google Patents
Lifting lug structure for hoisting thin-wall circular tube tower module Download PDFInfo
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- CN211769769U CN211769769U CN201922127854.7U CN201922127854U CN211769769U CN 211769769 U CN211769769 U CN 211769769U CN 201922127854 U CN201922127854 U CN 201922127854U CN 211769769 U CN211769769 U CN 211769769U
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Abstract
The utility model belongs to the technical field of hoisting and hoisting, and discloses a lifting lug structure for hoisting thin-wall circular tube tower modules, wherein each tower module comprises a plurality of main lifting lugs and at least one tail sliding lifting lug; the main lifting lugs are arranged on the inner sides of the stand columns at the top platform nodes of the tower module, and the central lines of the main lifting lugs are intersected at the geometric central point on the horizontal plane of the tower module; the tail sliding lifting lug is arranged on the outer side of the upright post at the bottom platform node of each tower module; each main lifting lug comprises a lifting lug main plate, a first rib plate, a lifting lug reinforcing plate, a second rib plate, a third rib plate and a cover plate; the tail-sliding lifting lug comprises a base plate, a lifting lug pipe shaft, a cross rib plate and a lifting lug outer retainer ring. The utility model discloses guaranteeing under hoist and mount intensity and pylon module overall stability's the prerequisite, can make things convenient for operating personnel in maneuverability and the security of the narrow and small region in the superelevation space, do benefit to the installation and the dismantlement of hoist and mount rigging, can satisfy the straightness that hangs down after the pylon module stands vertically to reduce high altitude construction time.
Description
Technical Field
The utility model belongs to the technical field of the jack-up hoist and mount, specific theory relates to a lug structure is used in hoist and mount to thin wall pipe pylon module.
Background
The thin-wall circular tube tower frame module is a tower frame structure formed by splicing a thin-wall high-quality carbon steel tube or a thin-wall alloy steel tube, a flange and a bolt. A plurality of transverse branch pipes and inclined strut branch pipes are arranged at the nodes of the large-sized thin-wall circular tube tower module, and the node branch pipes are connected into a whole by node rib plates.
The high-rise torch tower is generally formed by assembling a plurality of tower modules, the design height of the high-rise torch thin-wall circular tube tower is over 150m, the components of the torch tower are generally transported to a torch tower installation site, the tower foundation section components are directly assembled on a tower foundation, and the rest torch tower components are assembled into a plurality of tower modules on the ground. Therefore, it is important that the flare tower module select the proper lifting point and lifting lug configuration.
Lifting eyes are elements welded to the equipment for fixing lifting ropes, hooks, etc. used for lifting the equipment. However, the existing lifting lugs basically cannot meet the lifting requirements of the thin-wall circular tube tower module. The maximum nominal lifting weight of a TP-type top plate type lifting lug in HG/T21574 chemical equipment lifting lug selection Specification is 15 tons, and the lifting requirement of a thin-wall circular tube tower module cannot be met; the AP-shaped tail plate type lifting lug is arranged between the equipment foundation ring plate and the cover plate, and the complex structure at the node of the thin-wall circular tube tower frame module can not meet the design requirement of the lifting lug; the SP-type side wall plate type lifting lug structure cannot be applied to a complex structure at the node of a thin-wall circular tube tower module. In the specification for designing and selecting lugs of HG/T21574 chemical equipment, the maximum nominal hoisting weight of the AX series tube-shaft type lugs on a cylinder with the nominal diameter of 600 mm-750 mm is 17.5 tons, and the requirement for hoisting a large thin-wall circular tube tower module with the net weight of 140 tons cannot be met.
The existing thin-wall circular tube tower module is generally hoisted by adopting a large main crane to hoist a lifting lug at the upper part of the tower module and a tail sliding crane to hoist a lifting lug at the tail part of the tower module, the process from a horizontal state to an upright state of the tower module is completed by a two-crane hoisting method, and then the tower module is hoisted in place by a single main crane. The modular hoisting method for the large thin-wall circular tube tower has the disadvantages that the design of the lifting lugs needs to meet the strength requirement and hoisting process requirement of the thin-wall circular tube tower module, and the manufacturing and welding of the lifting lugs for hoisting are completed in a manufacturing factory.
SUMMERY OF THE UTILITY MODEL
The utility model discloses focusing on solving the hoist and mount difficult problem of thin wall pipe pylon module, providing a lug structure is used in hoist and mount of thin wall pipe pylon module, this hoisting point structure is guaranteeing under hoist and mount intensity and pylon module overall stability's the prerequisite, makes things convenient for operating personnel maneuverability and security in the narrow and small region in superelevation as far as possible to reduce high altitude construction time, shorten torch pylon module hoist and mount time limit for a project.
In order to solve the technical problem, the utility model discloses a following technical scheme realizes:
a lifting lug structure for lifting thin-wall circular tube tower modules is disclosed, wherein each tower module comprises a plurality of main lifting lugs and at least one tail sliding lifting lug; the main lifting lugs are arranged on the inner sides of the stand columns at the top platform nodes of the tower module, and the central lines of the main lifting lugs are intersected at the geometric central point on the horizontal plane of the tower module; the tail sliding lifting lug is arranged on the outer side of the upright post at the bottom platform node of each tower module;
each main lifting lug comprises a lifting lug main plate welded to the upright column at the root part, and the distance from the center line of the lifting lug main plate to two adjacent oblique branch pipes is equal; the lifting lug hole of the lifting lug main board is arranged at the upper part of the lifting lug main board, two first rib plates which are symmetrically welded at two sides of the lifting lug main board are arranged above the lifting lug hole, and the two first rib plates are perpendicular to the lifting lug main board; two lifting lug reinforcing plates are arranged at the lifting lug hole of the lifting lug main plate and are respectively welded on two sides of the lifting lug main plate in an attaching mode; two second rib plates symmetrically arranged on two sides of the lifting lug main plate are arranged below the lifting lug hole of the lifting lug main plate, and the root parts of the second rib plates are welded on the upright posts and are parallel to the lifting lug main plate; a third rib plate is arranged at the bottom end of the lifting lug main plate, and the third rib plate is welded with the lifting lug main plate and the inclined branch pipe; the top parts of the lifting lug main plate and the second rib plates are welded with a cover plate together, and the cover plate enables the lifting lug main plate and the second rib plates 104 to form a box-type structure.
Furthermore, the tail-sliding lifting lug comprises a base plate wrapped on an upright post at the tail-sliding lifting point, two lifting lug pipe shafts are symmetrically welded on two sides of the upright post by the base plate, and the axes of the two lifting lug pipe shafts are parallel to the ground; a cross rib plate or a cross rib plate is arranged in each lifting lug pipe shaft, and the cross rib plate or the cross rib plate is welded with the base plate; the outer end of the lifting lug tubular shaft is welded with a lifting lug outer retainer ring.
Further, the bottom end of the lifting lug main plate extends to a position between two inclined branch pipes at a top platform node of the tower module.
Furthermore, the lifting lug hole of the lifting lug main plate is 1-1.3m higher than the axis of the horizontal branch pipe of the top platform of the tower module.
Furthermore, the second rib plates extend to the inclined branch pipes at the top platform nodes of the tower module from the positions below the lifting lug reinforcing plates in the length direction, and the bottom ends of the two second rib plates are respectively welded with the two inclined branch pipes.
Furthermore, the cover plate at least extends to the position of the third rib plate from the upper end of the second rib plate in the length direction, and covers the second rib plates on two sides in the width direction.
The utility model has the advantages that:
(one) the utility model discloses a lug structure is used in thin wall pipe pylon module hoist and mount is favorable to the hoist and mount rigging setting, can satisfy the straightness that hangs down after the pylon module stands vertically, makes terminal surface be located a horizontal plane under each stand, guarantees the overall stability and the hoist and mount intensity of pylon module.
(II) the utility model discloses a lug structure is used in hoist and mount of thin wall pipe pylon module, the excision rigging is convenient, improves the maneuverability and the security of operation personnel in the narrow and small region in superelevation.
(III) the utility model discloses a lug structure is used in thin wall pipe pylon module hoist and mount can shorten hoist and mount construction cycle, saves large-scale crane and uses platform shift fee, reduces the small-size crane platform shift fee of cooperation and labour cost, and economic benefits is obvious.
Drawings
Fig. 1 is a position diagram of a lifting lug structure for hoisting a thin-walled circular tube tower module provided by the present invention;
fig. 2 is a schematic view of the lug structure for hoisting the thin-walled circular tube tower module provided by the present invention;
fig. 3 is a schematic structural view of a main lifting lug in the lifting lug structure for lifting the thin-wall circular tube tower module provided by the present invention;
FIG. 4 is a cross-sectional view A-A of FIG. 3;
FIG. 5 is a cross-sectional view B-B of FIG. 3;
FIG. 6 is a cross-sectional view C-C of FIG. 3;
fig. 7 is a schematic structural view of a tail lifting lug in the lifting lug structure for lifting the thin-wall circular tube tower module provided by the present invention;
fig. 8 is a cross-sectional view taken along line D-D of fig. 7.
In the above figures: 1-main lifting lug, 101-lifting lug main plate, 102-first rib plate, 103-lifting lug reinforcing plate, 104-second rib plate, 105-third rib plate and 106-cover plate; 2-a tail-slipping lifting lug, 201-a base plate, 202-a lifting lug pipe shaft, 203-a cross rib plate and 204-a lifting lug outer retainer ring; 3-upright column; 4-oblique branch pipe; 5-horizontal branch pipe.
Detailed Description
For further understanding of the contents, features and effects of the present invention, the following embodiments will be exemplified in conjunction with the accompanying drawings as follows:
as shown in fig. 1 to 2, the present embodiment provides a lifting lug structure for lifting thin-walled circular tube tower modules, each tower module comprises a plurality of main lifting lugs 1 and a tail-sliding lifting lug 2. The main lifting lugs 1 are arranged on the inner sides of the stand columns 3 at the top platform nodes of the tower module, and the central lines of the main lifting lugs 1 are intersected at the geometric central point on the horizontal plane of the tower module. The tail sliding lifting lug 2 is arranged on the outer side of the upright post 3 at the elevation position of the bottom platform node of each tower module.
As shown in fig. 3 to 6, each main shackle 1 comprises a shackle main plate 101, two first rib plates 102, two shackle reinforcing plates 103, two second rib plates 104, a third rib plate 105, and a cover plate 106.
The root part of the lifting lug main board 101 is directly welded on the pipe wall at the inner side of the upright post 3 to bear the tension of the steel wire rope; the distance from the central line of the lifting lug main plate 101 to the two adjacent oblique branch pipes 4 is equal. The bottom end of the lifting lug main plate 101 extends to a position between two inclined branch pipes 4 at the top platform node of the tower module, and a lifting lug hole of the lifting lug main plate 101 is 1-1.5m higher than the axis of a horizontal branch pipe 5 of the top platform of the tower module, so that a lifting rigging can be conveniently removed. The central lines of the main lifting lugs 1 are intersected at the geometric central point of the tower module, namely the central lines of the lifting lug main plates 101 are intersected at the same point.
Two first rib plates 102 are arranged above a lifting lug hole of the lifting lug main plate 101, and the two first rib plates 102 are perpendicular to the lifting lug main plate 101 and are symmetrically arranged on two sides of the lifting lug main plate 101. The first rib plate 102 is used for increasing the bending section modulus of the main plate lifting lug 101 and reducing the tensile stress between the root of the lifting lug main plate 101 and the upright post 3.
The lifting lug hole of lifting lug mainboard 101 is provided with two lifting lug reinforcing plates 103, and two lifting lug reinforcing plates 103 are laminated respectively and welded in lifting lug mainboard 101 both sides to set up the through-hole with the same diameter of lifting lug hole of lifting lug mainboard 101. The shackle reinforcing plate 103 is used for reducing tensile stress and shear stress borne by the shackle main plate 101.
Two second rib plates 104 are arranged below the lifting lug hole of the lifting lug main plate 101, and the root parts of the second rib plates 104 are directly welded on the pipe wall on the inner side of the upright post 3; the two second rib plates 104 are symmetrically arranged on two sides of the lifting lug main plate 101 and are parallel to the lifting lug main plate 101 at a certain distance. The second rib plates 104 extend from the lower positions of the lifting lug reinforcing plates 103 to the inclined branch pipes 4 at the top platform nodes of the tower module in the length direction, and the bottom ends of the two second rib plates 104 are respectively welded with the two inclined branch pipes 4. The second rib plates 104 are used for increasing the bending section modulus of the lifting lug main plate 101 and reducing the tensile stress borne by the surface of the thin-wall circular tube upright post 3.
The bottom end of the lifting lug main board 101 is provided with a third rib plate 105, the third rib plate 105 inclines along a plane formed by the axes of the two inclined branch pipes 4 at the top platform node of the tower module, and the third rib plate is welded with the lifting lug main board 101 and the inclined branch pipes 4. The third rib plates 105 enable the lifting lug main plate 101, the second rib plates 104 and the inclined branch pipe 4 to be connected into a whole, the structural positions of the upright post 3 and the inclined branch pipe 4 are solidified, and the bearing load of the main lifting lug 1 is reasonably loaded.
The lifting lug main plate 101 and the tops of the second rib plates 104 on the two sides of the lifting lug main plate are welded together to form a cover plate 106, the cover plate 106 at least extends to the position of the third rib plate 105 from the upper end of the second rib plate 104 in the length direction, and the cover plate covers the second rib plates 104 on the two sides in the width direction. The cover plate 106 forms the lifting lug main plate 101 and the second rib plates 104 on two sides of the lifting lug main plate into a firm box-type structure, so that the bending section modulus of the main lifting lug 1 is increased.
The welding sequence of each part in the main lifting lug 1 is as follows: the lifting lug reinforcing plate 103 is welded with the lifting lug main plate 101 → the lifting lug main plate 101 is welded with the pipe wall of the upright post 3 by firstly forming a double-sided 55-degree bevel, then is welded with the lifting lug main plate 101 and the pipe wall of the upright post 3 → the third rib plate 105 is welded with the pipe wall of the inclined branch pipe 4 and the lifting lug main plate 101 → the cover plate 106 is welded with the lifting lug main plate 101 and the third rib plate 105 → the bottom side of the second rib plate 104 is formed with a single-sided 55-degree bevel, and then is welded with the pipe wall of the upright post 3, the cover plate 106 and the inclined branch pipe 4. When welding, a proper welding process is selected, and qualified welders perform welding to ensure the welding quality; all welding seams are subjected to appearance inspection, cracks and unfused defects cannot exist, the welding seams are subjected to magnetic powder detection according to the standard NB/T47013.4-2015, and the grade I is qualified; or performing permeation detection according to NB/T47013.5-2015, and the grade I is qualified.
At the elevation position of a platform node at the bottom layer of each tower module, a tail sliding lifting lug 2 is welded on the pipe wall on the outer side of the upright post 3, and the tail sliding lifting lug 2 is of a pipe shaft type and is mainly convenient for connecting a tail sliding rigging and removing the tail sliding rigging after the tower module is erected.
As shown in fig. 7 to 8, the tailing lug 2 comprises a backing plate 201, a lug pipe shaft 202, a cross rib plate 203 and a lug outer retainer ring 204. The backing plate 201 is wrapped on the upright post 3 of the thin-wall circular tube and used for enhancing the bending resistance and the shearing resistance of the upright post 3 caused by the tensile force of the tail sliding lifting lug 2. Two lifting lug pipe shafts 202 are symmetrically welded on two sides of the upright post 3 on the base plate 201, and the axes of the two lifting lug pipe shafts 202 are parallel to the opposite horizontal branch pipe 5 of the tower module, namely after the tower module is assembled horizontally, the axes of the two lifting lug pipe shafts 202 are parallel to the ground. The lifting lug tubular shafts 202 symmetrically arranged on the two sides of the upright post 3 distribute loads, and the requirement that the tail part of the tower bears tension when the tower is lifted is met. The cross rib plate 203 or the cross rib plate is arranged inside the lifting lug pipe shaft 202, and the cross rib plate 203 or the cross rib plate is welded with the base plate 201 to increase the bending strength of the lifting lug pipe shaft 202 and reduce the maximum stress borne by the base plate 201. The outer end of the lifting lug tubular shaft 202 is welded with a lifting lug outer retainer ring 204, and the lifting lug outer retainer ring 204 prevents the tail slipping rigging from falling off in the hoisting process.
It can be seen that, the utility model discloses a lug structure is used in hoist and mount of thin wall pipe pylon module is guaranteeing under hoist and mount intensity and pylon module overall stability's the prerequisite, can make things convenient for operating personnel at the narrow and small regional maneuverability and the security in superelevation, does benefit to the installation and the dismantlement of hoist and mount rigging, can satisfy the straightness that hangs down after the pylon module stands vertically to reduce high altitude construction time, shorten torch pylon module hoist and mount time limit for a project, reduce manual work and equipment cost.
Although the preferred embodiments of the present invention have been described with reference to the accompanying drawings, the present invention is not limited to the above embodiments, which are only illustrative and not restrictive, and those skilled in the art can make various changes without departing from the spirit and the scope of the invention as claimed.
Claims (6)
1. A lifting lug structure for lifting thin-wall circular tube tower modules is characterized in that each tower module comprises a plurality of main lifting lugs and at least one tail sliding lifting lug; the main lifting lugs are arranged on the inner sides of the stand columns at the top platform nodes of the tower module, and the central lines of the main lifting lugs are intersected at the geometric central point on the horizontal plane of the tower module; the tail sliding lifting lug is arranged on the outer side of the upright post at the bottom platform node of each tower module;
each main lifting lug comprises a lifting lug main plate welded to the upright column at the root part, and the distance from the center line of the lifting lug main plate to two adjacent oblique branch pipes is equal; the lifting lug hole of the lifting lug main board is arranged at the upper part of the lifting lug main board, two first rib plates which are symmetrically welded at two sides of the lifting lug main board are arranged above the lifting lug hole, and the two first rib plates are perpendicular to the lifting lug main board; two lifting lug reinforcing plates are arranged at the lifting lug hole of the lifting lug main plate and are respectively welded on two sides of the lifting lug main plate in an attaching mode; two second rib plates symmetrically arranged on two sides of the lifting lug main plate are arranged below the lifting lug hole of the lifting lug main plate, and the root parts of the second rib plates are welded on the upright posts and are parallel to the lifting lug main plate; a third rib plate is arranged at the bottom end of the lifting lug main plate, and the third rib plate is welded with the lifting lug main plate and the inclined branch pipe; the top parts of the lifting lug main plate and the second rib plate are welded with a cover plate together, and the cover plate enables the lifting lug main plate and the second rib plate to form a box-type structure.
2. The lug structure for hoisting the thin-walled circular tube tower module according to claim 1, wherein the tail-slipping lifting lug comprises a base plate wrapped on a stand column at the tail-slipping lifting point, two lifting lug tubular shafts are symmetrically welded on two sides of the stand column by the base plate, and the axes of the two lifting lug tubular shafts are parallel to the ground; a cross rib plate or a cross rib plate is arranged in each lifting lug pipe shaft, and the cross rib plate or the cross rib plate is welded with the base plate; the outer end of the lifting lug tubular shaft is welded with a lifting lug outer retainer ring.
3. The lifting lug structure for lifting the thin-walled circular tube tower module as claimed in claim 1 or 2, wherein the bottom end of the lifting lug main plate extends to a position between two inclined branch pipes at a platform node of the top layer of the tower module.
4. The lifting lug structure for lifting the thin-walled circular tube tower module as claimed in claim 1 or 2, wherein the lifting lug hole of the lifting lug main plate is 1-1.3m higher than the horizontal branch tube axis of the top platform of the tower module.
5. The lifting lug structure for lifting the thin-walled circular tube tower module according to claim 1 or 2, wherein the second rib plates extend from positions below the lifting lug reinforcing plates to inclined branch pipes at the top platform nodes of the tower module in the length direction, and the bottom ends of the two second rib plates are respectively welded with the two inclined branch pipes.
6. The lifting lug structure for hoisting the thin-walled circular tube tower module according to claim 1 or 2, wherein the cover plate at least extends to the position of the third rib plate from the upper end of the second rib plate in the length direction, and covers the second rib plates on two sides in the width direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922127854.7U CN211769769U (en) | 2019-11-30 | 2019-11-30 | Lifting lug structure for hoisting thin-wall circular tube tower module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922127854.7U CN211769769U (en) | 2019-11-30 | 2019-11-30 | Lifting lug structure for hoisting thin-wall circular tube tower module |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211769769U true CN211769769U (en) | 2020-10-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922127854.7U Active CN211769769U (en) | 2019-11-30 | 2019-11-30 | Lifting lug structure for hoisting thin-wall circular tube tower module |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211769769U (en) |
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2019
- 2019-11-30 CN CN201922127854.7U patent/CN211769769U/en active Active
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