CN218988556U - Adjustable disc-shaped lifting appliance - Google Patents
Adjustable disc-shaped lifting appliance Download PDFInfo
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- CN218988556U CN218988556U CN202221994571.8U CN202221994571U CN218988556U CN 218988556 U CN218988556 U CN 218988556U CN 202221994571 U CN202221994571 U CN 202221994571U CN 218988556 U CN218988556 U CN 218988556U
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Abstract
The application discloses adjustable disk hoist includes: the main bearing rods radially extend on the basis of the central point, and are distributed in a disc-shaped form on the same plane; at least two lifting points are arranged on each main bearing rod and are used for being connected with lifting equipment; a tie bar connecting the adjacent primary load-bearing bars; a distribution beam fixed above the tie bars and spanning at least two of the tie bars; the movable hanging bracket is sleeved on the main bearing rod and/or the distribution beam and hung below the main bearing rod, and the movable hanging bracket has a double-layer structure: the upper layer structure composed of the main bearing rod, the tie rod and the distribution beam, and the lower layer structure composed of the movable hanging frame are stable, the lower layer structure is adjustable, the accurate adjustment of the hanging point position and the hanging point height can be carried out according to the calculated deformation amount of the cross section of the steel bar segment, and the deformation condition of the whole hanging of the large-diameter round section steel bar segment is effectively improved.
Description
Technical Field
The application relates to the field of bridge construction, in particular to an adjustable disc-shaped lifting appliance.
Background
The hoisting of large-diameter reinforcing steel bar segments needs to control the deformation amplitude of the reinforcing steel bars after hoisting, the reinforcing steel bar segments with the cross sections being symmetrical in the center are easier to control the deformation degree through the prior art, but the deformation control of the reinforcing steel bar segments with the larger diameter and the non-center symmetrical cross sections after hoisting is harder, mainly because the deformation characteristics and the deformation amount of the reinforcing steel bar segments with the larger diameter and the non-center symmetrical cross sections during integral hoisting are different from those of the conventional situation, the conventional integral hoisting process of the reinforcing steel bar segments does not have the integral hoisting method of the reinforcing steel bars of the large-diameter rounding (elliptical) section tower (pier) body segments with the diameters of 9-18m and the corresponding special hoisting tool, if the reinforcing steel bar segments are provided with internal bracing structures or reinforcing rings for supporting according to the conventional construction method, the reinforcing steel bar segments are large in section size, the deformation improvement effect is poor, the qualification rate of reinforcing steel bar protection layers is low, the total hoisting weight is increased, the butt joint difficulty between the reinforcing steel bar segments is large, and the construction efficiency is affected.
Disclosure of Invention
The adjustable disc-shaped lifting appliance is wide in applicability and particularly suitable for large-diameter round-section steel bar segments.
In order to achieve the technical purpose, the technical scheme adopted by the application is as follows:
an adjustable disk-shaped spreader comprising:
the main bearing rods radially extend on the basis of the central point, and are distributed in a disc-shaped form on the same plane; at least two lifting points are arranged on each main bearing rod and are used for being connected with lifting equipment;
a tie bar connecting the adjacent primary load-bearing bars;
a distribution beam fixed above the tie bars and spanning at least two of the tie bars;
the movable hanging bracket is sleeved on the main bearing rod and/or the distribution beam and is suspended below the main bearing rod.
Further, the main bearing rod is connected with the connecting rod in a welding mode; the distributing beam and the connecting rod are connected in a bolt mode.
Preferably, the main bearing rods are uniformly distributed on a plane; the tie bars are arranged in a plurality of strips from the edge to the center point.
Further, the movable hanger comprises a steel pipe for sleeving the steel bars, a clamp for clamping the single steel bars, a lifting lug extending from the steel pipe, a rope ring sleeved on the main bearing rod and/or the distribution beam, and an adjustable connecting piece for connecting the rope ring and the lifting lug.
Optionally, when the movable hanger comprises one steel pipe, a pair of lifting lugs extend from the steel pipe body; when the movable hanging bracket comprises two or more steel pipes, a pair of support cushion steel plates are arranged to be connected with the steel pipes in an intersecting way, and at least one pair of lifting lugs extend from the support cushion steel plates; and the pair of lifting lugs are correspondingly connected with one rope ring.
Optionally, the steel pipe body is provided with a positioning hole for the steel bar to penetrate through; the clamp is fixed at the top end of the steel bar by adopting a taper sleeve clamp and is used for propping against the steel tube.
Further alternatively, the adjustable connector adopts a basket screw or a chain block.
Preferably, a limit groove is arranged at the sleeving position of the rope ring; and wood boards are paved on two side surfaces of the main bearing rod and the distribution beam, which are positioned at the sleeving positions, and rubber is sleeved on the upper end surface and the lower end surface of the main bearing rod and the distribution beam.
Optionally, the plank is secured by tie rods extending through the main load-bearing bar and/or the distribution beam body; and square timber is stuffed between the wood boards and the main bearing rod and/or the distributing beam body.
Further, the supporting sleeve is provided with the connecting rod of the distribution beam of the movable hanger, and the stiffening plate is arranged at the supporting position.
Optionally, a plurality of hanging points for connecting with the hoisting equipment are arranged on the main bearing rod.
Compared with the prior art, the application has the following advantages:
(1) The adjustable disk-shaped lifting appliance has a double-layer structure: the upper layer structure composed of the main bearing rod, the tie rod and the distribution beam, and the lower layer structure composed of the movable hanging frame are stable, the lower layer structure is adjustable, the accurate adjustment of the hanging point position and the hanging point height can be carried out according to the calculated deformation amount of the cross section of the steel bar segment, and the deformation condition of the whole hanging of the large-diameter round section steel bar segment is effectively improved.
(2) The adjustable disc-shaped lifting appliance has the advantages that the number and the positions of the distribution beams and the movable lifting frames can be adjusted on site according to the sizes and the shapes of the steel bar segments, and the adjustable disc-shaped lifting appliance is particularly suitable for construction scenes of variable-section pier columns or cable towers.
(3) The adjustable disk-shaped lifting appliance is connected with the longitudinal main ribs of the steel bar segments through the movable lifting frame to realize lifting, lifting points are not required to be arranged on the stiff framework, the rigidity requirement of the stiff framework is reduced, the processing difficulty of the stiff framework is reduced, the flexibility of the structural design of the stiff framework is improved, and the engineering design requirement is easily met.
(4) The adjustable disk-shaped lifting appliance has low manufacturing difficulty, has slightly high processing requirements except for an upper structure, and all other components adopt common steel materials and tools on a construction site, so that the construction cost is prevented from being greatly increased.
Drawings
Fig. 1 is a schematic cross-sectional view of a rebar segment suitable for use in embodiments of the present application.
Fig. 2 is a schematic top view of an embodiment of an adjustable disk spreader of the present application.
Fig. 3 is a schematic side view of an embodiment of an adjustable disk-shaped spreader of the present application.
Fig. 4 is a schematic view of a movable hanger in an embodiment of the present application.
Fig. 5 is a schematic side view of fig. 4.
Fig. 6 is a schematic structural view of a first hanger of the present application.
Fig. 7 is a schematic structural view of a second movable hanger of the present application.
Detailed Description
The present application is described in further detail below with reference to the drawings and detailed description.
The section of the cable tower of a certain bridge engineering is changed from a round section to a round section from bottom to top and then changed into a round section, and the radial overall size of the cable tower is changed from large to small and then from large, so that different splicing heights of the cable tower correspond to the sizes and shapes of different reinforcing steel bar segments. The deformation condition of the integral hoisting of the steel bar segments with the round cross section is particularly prominent, the deformation condition is mainly reflected in that the flexibility of a single steel bar is large, the integral rigidity of the steel bar segments formed by splicing is difficult to be obviously reinforced by forming a three-dimensional structure due to the large diameter of the single steel bar, the curved line of the round arc segments and the arc-shaped top opening and bottom opening plane exist in the steel bar segments with the round cross section, the deformation amplitude of the top opening and the bottom opening at the arc segments of the steel bar segments after the integral hoisting is increased under the condition that no additional reinforcing structure is arranged, and the butt joint difficulty of the upper steel bar segments and the lower steel bar segments after the integral hoisting is increased. Therefore, the application designs an integral hoisting method aiming at the deformation condition of the large-diameter round-section steel bar segment and designs the adjustable disc-shaped hoisting tool 2 for use. The method is suitable for the integral hoisting process of the large-diameter round-section steel bar segment.
Referring to fig. 1, the "large diameter" in the embodiment of the present application refers to the case where the widest part of the section of the reinforcing bar segment reaches 9m or more, and the "rounding" refers to the case where the section of the reinforcing bar segment includes a circular portion, and the section of the reinforcing bar segment in the embodiment of the present application includes two circular arc segments and two straight line segments connecting the end points of the different circular arc segments. The reinforcing bar segment 1 shown in fig. 1 is of a hollow structure, and thus the main bars of the reinforcing bar segment 1 are configured of an outer ring structure 1a and an inner ring structure 1b.
Referring to fig. 2 and 3, the present application provides an adjustable disc spreader 2 comprising a main load-bearing bar 21, a tie bar 22, a distribution beam 23 and a movable spreader 24. The method comprises the following steps:
the main bearing rods 21 extend radially based on a central point, and the main bearing rods 21 are distributed in a disc-shaped form on the same plane; the tie rod 22 connects the adjacent main load-bearing rods 21. The main bearing bar 21 and the link bar 22 are connected in a welded form to form a non-detachable stable structure. Preferably, the main bearing bars 21 are uniformly distributed on a plane, and the tie bars 22 are arranged from the edge to the center point of the main bearing bars 21, preferably, the radial spacing of each tie bar 22 is the same. In one possible implementation manner, the adjustable disc-shaped lifting appliance 2 of the application is provided with eight main bearing rods 21, four tie rods 22 are arranged between every two main bearing rods 21, adjacent tie rods 22 with the same distance from a central point intersect at the same point on the main bearing rods 21, the main bearing rods 21 and the tie rods 22 form a uniform spider-web structure or form a uniform disc-shaped structure, lifting points directly connected with lifting equipment are arranged on the main bearing rods 21 in a scattered manner according to the requirement of stress balance, and in order to ensure the safety of the lifting process, at least two lifting points are arranged on each main bearing rod, and each lifting point is connected with the lifting appliance 2 and the lifting equipment of the application through a steel wire rope. For the above-described integral hoisting of the reinforcement segments 1, the radial length of the main load-bearing bar 21 needs to be covered to the largest and widest reinforcement segment, and assuming that the reinforcement segment 1 of rounded cross section is the largest-sized reinforcement segment, the length of the main load-bearing bar 21 should be greater than the longest distance from the aforementioned center point (also the center point of the reinforcement segment 1) to the arc segment of the reinforcement segment 1. The radial spacing of the tie bars 22 is suitable to enable the inner ring structure 1b and the outer ring structure 1a to fall below the projection of the spacing respectively, so that shielding at the position where the main reinforcement is arranged on the reinforcing steel bar segment 1 is avoided, and the arrangement of the subsequent movable hanging frame 24 is influenced. Further, the main bearing rod 21 and the connecting rod 22 can be manufactured by selecting I-steel, and the specific model is determined according to the load requirement.
The distribution beam 23 is fixed above the tie bars 22 and spans at least two tie bars 22. The distribution beam 23 and the link 22 are connected in a bolt mode, namely the connection between the distribution beam 23 and the link 22 is detachable, when the distribution beam 23 is used, the distribution beam 23 can be configured according to requirements, the distribution beam can be additionally configured at a position with larger load or the distribution beam can be configured at a position with smaller load, and the specific connection position of the distribution beam 23 can be adjusted, so that the distribution beam is not limited to the illustrated position. In this embodiment, the length of the distribution beam 23 is adapted to the inner ring structure 1b and the outer ring structure 1a of the reinforcing bar segment 1, and should cover the upper parts of the inner ring structure 1b and the outer ring structure 1a, when the distribution beam 23 spans three consecutive tie rods 22, correspondingly, the tie rods 22 supporting the distribution beam 23, in particular the tie rods 22 supporting the distribution beam 23 sleeved with the movable hanger 24, are structurally reinforced, for example, provided with stiffening plates. The distribution beam 23 is preferably manufactured by machining with I-steel, and the specific model should be determined according to the load requirement.
The movable hanger 24 is sleeved on the main bearing rod 21 and/or the distribution beam 23 and is suspended below the main bearing rod 21. Specifically, as shown in fig. 4 to 7, the movable hanger 24 includes a steel pipe 241 for sheathing a steel bar, a clamp 244 for clamping a single steel bar, a lifting lug 243 extending from the steel pipe 241, a string ring 245 sheathed on the main load-bearing bar 21 and/or the distribution beam 23, and an adjustable connection 246 connecting the string ring 245 and the lifting lug 243.
The steel pipes 241 are provided with positioning holes 2411 for the steel bars to penetrate through, more than one positioning hole 2411, preferably two or three positioning holes 2411 are formed in each steel pipe 241, the spacing between the positioning holes 2411 on the same steel pipe 241 is adapted to the spacing between the steel bars of the structure to be hoisted, and the size of the positioning holes 2411 is also adapted to the type of the steel bars of the structure to be hoisted. In the hanger of the present application, the steel bars penetrating through the positioning hole 2411 are essentially main bars of the steel bar segments 1, and after the main bars penetrate through the steel pipe 241, the top end of each main bar is clamped by using the taper sleeve clamp, so that the taper sleeve clamp abuts against the steel pipe 241 to become a hanging point of the steel bar segments 1. Preferably, the steel tube 241 is a square steel tube, thereby providing a top flat surface against the cone sleeve clamp to increase the bearing surface. The taper sleeve clamp comprises a taper sleeve, a clamping piece and a gasket, wherein the taper sleeve and the clamping piece are sleeved with each other, and the gasket is filled between the taper sleeve and the square steel tube.
The embodiment of the present application provides two kinds of movable hangers, which are mainly different in that the number of the steel pipes 241 formed is different, and the first movable hanger 24a shown in fig. 6 contains two or more than two steel pipes 241; each steel tube 241 is arranged in parallel at a preset interval, a pair of support steel plates 242 are arranged to be connected with the steel tube 241 in an intersecting manner, at this time, at least one pair of lifting lugs 243 extend from the support steel plates 242, and the pair of lifting lugs 243 are connected with a rope ring 245 through an adjustable connecting piece 246 to realize sleeving with the main bearing rod 21 or the distribution beam 23. The first movable hanger 24a of the present embodiment is provided with three steel pipes 241, each steel pipe 241 is provided with three positioning holes 2411, a pair of support steel plates 242 are connected to two ends of the steel pipe 241, the support steel plates 242 are provided with two pairs of lifting lugs 243, and the hole axes of the two pairs of lifting lugs 243 are parallel to the axis of the steel pipe 241, so that the first movable hanger 24a correspondingly uses two rope rings 245. The first movable hanger 24a simultaneously clamps nine main tendons, which form a hanging point, and is mainly applied to the outer ring structure 1a of the reinforcing steel bar segment 1 of the present embodiment.
The second movable hanger 24b shown in fig. 7 includes one of the steel pipes 241, and at this time, a pair of lifting lugs 243 are provided to extend from the body of the steel pipe 241, and the pair of lifting lugs 243 are connected to one of the rope rings 245 through an adjustable connector 246 to achieve the sleeving with the main load-bearing rod 21 or the distribution beam 23. The steel tube 241 of the second movable hanger 24b of the present embodiment is provided with three positioning holes 2411, and a pair of lifting lugs 243 extend from the middle of the steel tube 241 body, and the hole axes of the pair of lifting lugs 243 are parallel to the axis of the steel tube 241, so that the second movable hanger 24b correspondingly uses a rope ring 245. The second movable hanger 24b simultaneously clamps three main tendons, which constitute a hanging point, and is mainly applied to the inner ring structure 1b of the reinforcing bar segment 1 of the present embodiment.
As shown in fig. 4 and 5, the rope ring 245 is directly sleeved on the main bearing rod 21 or the distribution beam 23, and a limit groove 25 is provided at the sleeved position of the rope ring 245 to prevent the rope ring 245 from sliding and shifting, alternatively, a pair of steel bar heads can be temporarily fixed on the top surface of the main bearing rod 21 or the distribution beam 23 to form the limit groove 25. Further, the sheathing position of the rope ring 245 is provided with a protective structure for dispersing pressure and buffering, in one possible embodiment, the wooden board 26 is laid on the sides of the main bearing rod 21 and the distribution beam 23, the wooden board 26 is fixed by the pull rod 27 penetrating the main bearing rod 21 or the distribution beam 23 body, and when the main bearing rod 21 and the distribution beam 23 are made of i-steel, the wooden board 26 and the beam body cannot be firmly bonded, thereby the square lumber 28 is filled in the space between the wooden board 26 and the beam body to realize the support of the wooden board 26. Further preferably, rubber 29 is sleeved on the upper and lower end surfaces of the main bearing rod 21 and the distribution beam 23, and rubber with the thickness of 2cm can be selected. The wood plate 26 and the rubber 29 protect the surfaces of the main bearing rod 21 and the distribution beam 23 in an omnibearing manner, so that the tension and the friction force generated in the hoisting process of the rope ring 245 are prevented from adversely affecting the main bearing rod 21 and the distribution beam 23, and in addition, the worn wood plate 26 and rubber skin are easy to replace, so that the cost is saved.
The rope ring 245 can be made of a steel wire rope, and the length of the rope ring 245 is adjusted according to the set height of the hanging point. The adjustable connecting piece of the utility model adopts a basket screw or a chain block, or other connecting devices which can longitudinally adjust the length of the body. The rope ring 245 is matched with the adjustable connecting piece, so that the height of the lifting point can be conveniently adjusted, the length of the rope ring 245 can be selected and the installation length of the adjustable connecting piece can be set before the steel bar section 1 is lifted, and when the steel bar section 1 is lifted in the air and is in butt joint in place, the adjustable connecting piece is only adjusted, so that the height of the lifting point or the force balance of the lifting point can be adjusted in real time, and the lifting gesture of the steel bar section 1 can be controlled.
From this, the adjustable disk-shaped spreader 2 of the present application has a double layer structure: an upper structure consisting of a main load-bearing bar 21, a tie bar 22 and a distribution beam 23, and a lower structure consisting of a movable hanger 24. The upper layer structure is stable, the lower layer structure is adjustable, the calculated deformation quantity of the cross section of the steel bar section 1 can be adapted to accurately adjust the position of the hanging point and the height of the hanging point, and the deformation condition of the whole lifting of the large-diameter round section steel bar section is effectively improved.
Further, the adjustable disc-shaped lifting appliance 2 is utilized to realize integral lifting of the large-diameter variable-circular-section steel bar segment steel bar, and the concrete method is as follows:
s1, binding the steel bar segments according to a preset rounded section profile.
The binding of the steel bar segments is generally configured at the binding platform, the positioning part of the bottom opening of the steel bar segments of the binding platform is provided with a prefabricated positioning toothed plate, and the positioning toothed plate is cut in a numerical control mode so as to meet the butt joint requirements of the top opening and the bottom opening of each steel bar segment, and particularly the gradient requirement of the main bar during binding. The positioning toothed plate defines the interval and the inclined angle of the bottom opening of each main reinforcement through each positioning hole so as to accurately match the top opening of the butt joint reinforcement section. Utilize location pinion rack ligature the reinforcing bar festival section, accomplish the reinforcing bar festival section of ligature in ligature platform department and include stiffness skeleton, most main muscle and the stirrup of connecting the main muscle, still include partial lacing wire if necessary, the normal position installation is carried out after counterpoint connection to a small amount of reinforcing bars of surplus.
S2, setting lifting points and connecting corresponding lifting appliances according to the deformation condition of the lifted reinforcing steel bar segments.
According to calculation, the large-diameter round section steel bar segment is lifted in a conventional manner, the self weight of the large-diameter round section steel bar segment can cause the deformation of the first main bar 11 of the round section to be increased, and the deformation is different from that of the conventional case, so that the lifting stability of the round section is required to be increased, the deformation after lifting is controlled, one control mode is to increase the lifting points, and the other control mode is to increase the lifting area of a single lifting point. In addition, for the outer ring structure 1a with dense main ribs in the embodiment of the present application, a denser tensile force needs to be set to control the deformation amount. Therefore, with the aforementioned adjustable disc-shaped hanger 2, hanging points are set for the steel bar segments according to the predicted deformation condition of the large-diameter rounded section, specifically, the positions of the connecting movable hangers 24 are determined on the steel bar segments, the first movable hangers 24a with a large number of primary reinforcements are uniformly fixed on the outer ring structure 1a of the steel bar segments, the second movable hangers 24b with a small number of primary reinforcements are uniformly fixed on the inner ring structure 1b of the steel bar segments, the relative heights of the movable hangers 24 need to be adaptively adjusted, and the relative heights are mainly determined by the lengths of the rope rings 245 and the lengths of the adjustable connectors, so that all hanging points are not coplanar under most conditions. However, it will be appreciated by those skilled in the art that when lifting segments of steel bar of circular cross-section (or other centrosymmetric cross-section) using the adjustable dish-shaped lifting appliance 2 of the present application, the lifting points should be set as required for lifting, and that the lifting points may be coplanar.
S3, integrally hoisting the steel bar segments to a butt joint position by utilizing the lifting appliance;
the overhead hoisting posture leveling is carried out before the whole hoisting of the steel bar segments, namely, the steel bar segments are lifted to be about 10cm away from the binding platform, the inclination of the steel bar segments is observed, and the leveling is carried out by utilizing an adjustable connecting piece at the moment, specifically, the flower basket screw rod is matched with the chain block to level the steel bar segments. And after the preliminary leveling is finished, continuously lifting the steel bar segments, and lifting the steel bar segments to the upper part of the butt joint position in a gradual lifting and translation mode so as to prepare for alignment connection. In practice, the segments of rebar are not guaranteed to be completely undeformed when in the air, but can be subsequently butted using their controlled deformation.
S4, after the first main rib 11 at the arc section is abutted, unloading the lifting appliance for the first time; after abutting the second main bar 12 at the straight section, the spreader is withdrawn.
During butt joint, the bottom opening of the current steel bar segment is in butt joint with the top opening of the bottom-section steel bar segment, namely the main bar connection of the upper steel bar segment and the lower steel bar segment is completed. When the large-diameter round section steel bar segment is installed, the first main rib 11 of the circular arc segment with smaller controlled deformation amplitude is connected when the steel bar segment is lifted in place, then the lifting equipment is used for unloading most of the lifting weight, the unloading load can be 60% -85% of the total load, namely, the partial weight of the actual steel bar segment is transferred to the constructed segment by the lifting equipment, after the supporting state of the steel bar segment is changed, the whole shape of the steel bar segment is restored to be closer to the actual connection state, namely, the second main rib 12 at the straight line segment with larger controlled deformation amplitude is restored to the assembly state by the inward-tilting or outward-stretching deformation reduction when the steel bar segment is lifted, so that the connection of the upper steel bar segment and the lower steel bar segment is facilitated. And after abutting the second main rib at the straight line section, withdrawing the lifting appliance. After the lifting appliance is removed, binding of the residual steel bars of the steel bar segments is completed, and therefore the whole lifting procedure of the steel bar segments is completed.
To sum up, the adjustable disk-shaped lifting appliance has a double-layer structure: the upper layer structure composed of the main bearing rod, the tie rod and the distribution beam, and the lower layer structure composed of the movable hanging frame are stable, the lower layer structure is adjustable, the accurate adjustment of the hanging point position and the hanging point height can be carried out according to the calculated deformation amount of the cross section of the steel bar segment, and the deformation condition of the whole hanging of the large-diameter round section steel bar segment is effectively improved.
The above embodiments are preferred embodiments of the present application, but are not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications that do not depart from the spirit and principles of the present application should be made by the equivalent substitution methods, and are included in the protection scope of the present application.
Claims (10)
1. An adjustable disk-shaped spreader comprising:
the main bearing rods radially extend on the basis of the central point, and are distributed in a disc-shaped form on the same plane; at least two lifting points are arranged on each main bearing rod and are used for being connected with lifting equipment;
a tie rod connecting adjacent main bearing rods;
a distribution beam fixed above the tie bars and spanning at least two of the tie bars;
the movable hanging bracket is sleeved on the main bearing rod and/or the distribution beam and is suspended below the main bearing rod.
2. The adjustable disk hanger according to claim 1, wherein said primary load-bearing bar is connected to the tie bar in a welded fashion; the distributing beam and the connecting rod are connected in a bolt mode.
3. The adjustable disk-shaped spreader of claim 1, wherein the primary load-bearing bars are evenly distributed on a plane; the tie bars are arranged in a plurality of strips from the edge to the center point.
4. The adjustable disk hanger according to claim 1, wherein said mobile hanger comprises a steel tube for nesting steel bars, a clamp for clamping a single steel bar, a lifting lug extending from said steel tube, a rope loop nested on a main load-bearing bar and/or said distribution beam, and an adjustable connection connecting said rope loop and lifting lug.
5. The adjustable disk hanger according to claim 4, wherein said hanger extends from said steel tube body as a pair of said lugs when said hanger comprises one of said steel tubes; when the movable hanging bracket comprises two or more steel pipes, a pair of support cushion steel plates are arranged to be connected with the steel pipes in an intersecting way, and at least one pair of lifting lugs extend from the support cushion steel plates; and the pair of lifting lugs are correspondingly connected with one rope ring.
6. The adjustable disk-shaped hanger according to claim 4, wherein the steel pipe body is provided with a positioning hole for passing through a reinforcing steel bar; the clamp is fixed at the top end of the steel bar by adopting a taper sleeve clamp and is used for propping against the steel tube.
7. The adjustable disk hanger according to claim 4, wherein said adjustable connection is a basket screw or chain block.
8. The adjustable disk-shaped sling according to claim 4, wherein the rope ring is provided with a limit groove at a sleeved position; and wood boards are paved on two side surfaces of the main bearing rod and the distribution beam, which are positioned at the sleeving positions, and rubber is sleeved on the upper end surface and the lower end surface of the main bearing rod and the distribution beam.
9. Adjustable dish-shaped spreader according to claim 8, wherein the wooden boards are fixed by tie rods through the main load-bearing bars and/or the distribution beam body; and square timber is stuffed between the wood boards and the main bearing rod and/or the distributing beam body.
10. Adjustable disk-shaped spreader as claimed in claim 1, characterized in that the support sleeve is provided with the tie bars of the distribution beams of the movable spreader, at the support a stiffening plate is provided.
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Publication number | Priority date | Publication date | Assignee | Title |
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CN118324013A (en) * | 2024-06-14 | 2024-07-12 | 山东大学 | Two-degree-of-freedom lifting appliance device for high-efficiency assembly of wind power installation ship |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN118324013A (en) * | 2024-06-14 | 2024-07-12 | 山东大学 | Two-degree-of-freedom lifting appliance device for high-efficiency assembly of wind power installation ship |
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