CN211312214U - Cable crane system installation system - Google Patents
Cable crane system installation system Download PDFInfo
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- CN211312214U CN211312214U CN201921753982.6U CN201921753982U CN211312214U CN 211312214 U CN211312214 U CN 211312214U CN 201921753982 U CN201921753982 U CN 201921753982U CN 211312214 U CN211312214 U CN 211312214U
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Abstract
The utility model relates to a cable crane system installation system, which comprises a cable crane tower stabilizing structure, a cable hoist foundation and a steering wheel bearing rope installation system; the cable crane tower fixing structure comprises a tower, a prestressed anchor cable, a tower anchoring anchor head, a prestressed cable ground anchor, a tower bearing platform, I-shaped steel hole welding steel bars, a bracket support, perforated fixing steel, a cable tower anchoring anchor, a cable tower prestressed steel cable, a prestressed cable anchor head and a perforated fixing steel corner brace; the cable winch foundation comprises an inclined pile, a bottom plate, a winch bearing platform prestressed anchor cable, a winch and a connecting steel cable; the steering wheel bearing rope mounting system comprises a pull belt, a connecting clamp plate, a steering wheel, a bearing rope pulley and a pin shaft. The utility model has the advantages that: the cable crane tower frame stabilizing structure can directly utilize the main body cable tower structure as the foundation of the tower frame without arranging a huge tower frame structure, thereby greatly saving the construction cost and enabling the cable crane to be possible in a large-span suspension bridge.
Description
Technical Field
The utility model relates to a cable crane system, in particular to cable crane system installation system.
Background
The cable crane is originally called as a bracket-free hoisting, and is an original erection method for installing arch bridge segments on rivers in the great river in 70 years in China. The bracket is not needed to be erected in the river, so that the bracket is widely applied later. At the end of the 90 s and in the beginning of the 21 st century, with the mass rise of large-span suspension bridges in China, cable cranes are applied to hoisting stiffening beams of suspension bridges. Although the cable crane cannot utilize the characteristic of a main cable, a rigid cable tower becomes an ideal support for designing a cable crane tower frame; the cable can move along the mid-span full span range after hoisting a heavy object, the position of a hoisting point is not limited, the erection speed is extremely high, the cost is low, and the method becomes a feasible scheme for hoisting the stiffening beam of the suspension bridge.
Since the new century, with the steady increase of the economy of China, the balanced development of the overall area becomes the strategic requirement of sustainable development, so the exploration design of bridges communicating with mountainous areas, in particular to the bridge type with large spanning capacity, namely the suspension bridge, can be widely constructed. Aiming at the characteristics of complex topographic and geological conditions, narrow construction site, inconvenient traffic and extremely difficult transportation of large pieces in western mountainous areas; the existing erection method of a cable crane and a bridge deck bridge frame cannot meet the engineering construction requirement, and the erection method of the cable crane comprises the following steps: the cable crane cannot travel on the main cable with load, and only can vertically lift at a fixed point, so that the cable crane is not suitable for the requirement that the mountain beam sections move longitudinally after being lifted from two tower sides; a bridge deck bridging machine frame is adopted: the steel beams are erected from the two tower positions to the midspan sequence, so that the line shape is not easy to control, the line shape of the main body is greatly influenced, the beam sections cannot be integrally hoisted due to the limitation of the hoisting weight of the bridge erecting machine, the beam sections can only be split into rod pieces or units, the construction difficulty is very high, the efficiency is extremely low, and the engineering construction requirements cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the not enough among the prior art, provide a cable crane system installation system.
The cable crane system installation system comprises a cable crane tower stabilizing structure, a cable hoist foundation and a steering wheel bearing rope installation system; the cable crane tower fixing structure comprises a tower, a prestressed anchor cable, a tower anchoring anchor head, a tower anchoring anchor, a prestressed cable ground anchor head, a prestressed cable ground anchor, a tower bearing platform, I-shaped steel, holes, I-shaped steel hole welding steel bars, a bracket support, an angle brace, hole-opening fixing steel, a cable tower anchoring anchor head, a cable tower anchoring anchor, a cable tower prestressed steel cable, a prestressed cable anchor head and a hole-opening fixing steel angle brace; the cable winch foundation comprises an inclined pile, a bottom plate, a bearing platform, a winch bearing platform pre-stressed anchor cable anchor head, a winch bearing platform pre-stressed anchor cable anchor stud, a winch and a connecting steel cable; the steering wheel bearing rope mounting system comprises a pull belt, a connecting clamp plate, a steering wheel, a bearing rope, a cable saddle, a bearing rope pulley and a pin shaft; the tower frame of the cable crane tower frame stabilizing structure is fixed on a tower frame bearing platform and is fixed on the ground through a prestressed anchor cable, a tower frame anchoring anchor head, a tower frame anchoring anchor, a prestressed cable ground anchor head and a prestressed cable ground anchor; a hole is drilled on the tower body of the tower frame, I-shaped steel is arranged in the hole and extends out of the tower frame, the I-shaped steel is fixed in the hole through an I-shaped steel hole welding reinforcing steel bar, and bracket supports are arranged on two sides of the tower body of the tower frame, which are different from the I-shaped steel; the hole fixing steels are respectively arranged on the I-shaped steel and the bracket support, and the joint of two adjacent hole fixing steels is connected with the tower frame through a corner brace to be fixed; the cable tower is fixedly connected with the tower frame through the cable tower anchoring anchor head and the cable tower anchoring anchor, the prestressed cable anchor heads are arranged around the perforated fixed steel, the cable tower is fixedly connected with the perforated fixed steel through the cable tower prestressed steel cables, and the tower frame is fixedly connected with the perforated fixed steel through the perforated fixed steel angle brace.
Preferably, the method comprises the following steps: the inclined pile of the cable winch foundation is driven into a rock stratum, a bottom plate is poured on the soil layer, a bearing platform is poured on the bottom plate, the bearing platform is fixed on the ground through a winch bearing platform prestressed anchor cable, a winch bearing platform prestressed anchor cable anchor head and a winch bearing platform prestressed anchor cable anchor nail, the winch is arranged on the upper portion of the bearing platform and integrated with the bearing platform, and the winch is connected and reinforced with the bearing platform through a connecting steel cable.
Preferably, the method comprises the following steps: the tower bearing platform is provided with a plurality of groups of steering wheels, the bearing ropes are connected with the ropes after bypassing the steering wheels, and all the bearing ropes form a series structure; the two pull belts are matched with a steering wheel, each pull belt is provided with two connecting clamping plates, the connecting clamping plates are connected with the pull belts through pin shafts, and the connecting clamping plates are connected with the steering wheel through the pin shafts; the base of the cable saddle is welded on the top of the cable tower; the bearing rope pulley is connected with the cable tower through a steel bar and fixed on the cable tower.
Preferably, the method comprises the following steps: and a stress meter is arranged on the prestressed anchor cable.
Preferably, the method comprises the following steps: and a cable tower stress meter is arranged on the cable tower prestressed steel cable.
The utility model has the advantages that:
(1) the cable crane tower frame stabilizing structure can directly utilize the main body cable tower structure as the foundation of the tower frame without arranging a huge tower frame structure, thereby greatly saving the cost and enabling the cable crane to be possible in a large-span suspension bridge.
(2) The steering wheel bearing rope mounting system realizes the series connection of the steel wire ropes through the steering wheel, so that the bearing ropes are automatically adjusted to basically consistent elevations, and the stress of the bearing ropes is basically balanced.
Drawings
FIG. 1 is a schematic view of a tower ground erection fixture;
FIG. 2 is a schematic view of a tower body through-hole welding fixing I-shaped steel;
FIG. 3 is a top view of the I-beam, corbel and perforated steel plate welded together;
FIG. 4 is a schematic view of a tower and cable tower fixed connection;
FIG. 5 is a schematic view of a cable hoist infrastructure;
FIG. 6 is a front view of the load-bearing rope diverting pulley;
figure 7 is a side view of the load bearing rope turning wheel;
FIG. 8 is a top tower saddle and load-bearing rope layout view of the cable tower;
FIG. 9 shows the layout of the running block, the load-bearing rope and the lifting rope;
FIG. 10 is a diagram of the cable crane system installation system;
description of reference numerals: 1-a rock formation; 2-soil layer; 3-a tower; 4-prestressed anchorage cable; 5-a stress meter; 6-tower anchoring anchor head; 7-a tower anchor; 8-prestressed cable ground anchor head; 9-anchoring the prestressed cable ground anchor; 10-a tower cap; 11-i-section steel; 12-holes; 13-welding reinforcing steel bars in I-shaped steel holes; 14-a bracket support; 15-a knee brace; 16-fixed steel with holes; 17-a pylon; 18-cable tower anchoring anchor head; 19-pylon anchor anchors; 20-cable tower prestressed cables; 21-a cable tower strain gage; 22-prestressed cable anchor head; 23-opening a fixed steel angle brace; 24-oblique piles; 25-a base plate; 26-a cushion cap; 27-a pre-stressed anchor cable of a bearing platform of the winch; 28-a pre-stressed anchor cable anchor head of a bearing platform of the winch; 29-a pre-stressed anchor cable anchor of a bearing platform of the winch; 30-a winch; 31-connecting a steel cord; 32-a draw tape; 33-connecting the clamping plate; 34-a steering wheel; 35-a load-bearing rope; 36-a cable saddle; 37-a load-bearing rope pulley; 38-a pin shaft; 39-a triangular hanger; 40-running block; 41-lifting rope.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
According to the figure 1, a tower bearing platform 10 made of reinforced concrete is poured on a soil layer 2, then a tower 3 is spliced and welded on the tower bearing platform 10, a tower anchoring anchor head 6 and a tower anchoring anchor 7 are anchored on the tower 3, then the tower 3 is connected with a ground prestressed cable ground anchor head 8 and a ground prestressed cable ground anchor 9 through a prestressed anchor cable 4 (the tower 3 is fixed with the ground through the prestressed anchor cable 4, the tower anchoring anchor head 6, the tower anchoring anchor 7, the prestressed cable ground anchor head 8 and the prestressed cable ground anchor 9 by generating transverse stress), and the stress of the prestressed anchor cable 4 can be observed and controlled by a stress meter 5 at any time.
According to the drawings of fig. 2 and 3, three holes 12 are reserved on the tower 3, i-beams 11 are installed in the holes 12, the i-beams 11 extend out of the tower 3, the i-beams 11 are fixed through i-beam hole welding steel bars 13, and corbel supports 14 are installed on two sides of the tower body of the tower 3, which are different from the i-beams 11. 4 fixing steel 16 can be nested and respectively arranged on the I-shaped steel 11 and the bracket support 14, and the joint of two adjacent fixing steel 16 is connected with the tower 3 through the angle brace 15 for fixing.
According to the figure 4, a fixed cable tower 17 is installed on the base of the tower 3, the cable tower 17 is fixedly connected with the tower 3 through a cable tower anchoring anchor head 18 and a cable tower anchoring anchor 19, a prestressed cable anchor head 22 is installed around the perforated fixed steel 16, and the cable tower 17 is fixedly connected with the perforated fixed steel 16 through a cable tower prestressed steel cable 20. The hole-fixing steel angle brace 23 is welded between the hole-fixing steel 16 and the pylon 17 for reinforcement.
According to fig. 5, the construction of the cable hoist foundation is shown. Firstly, the inclined piles 24 are driven into the rock stratum 1, the inclined piles 24 pass acceptance, reinforced concrete bottom plates 25 are poured on the soil layers 2, and then reinforced concrete bearing platforms 26 are poured on the basis of the bottom plates 25. A winch bearing platform prestressed anchor cable anchor 29 and a winch bearing platform prestressed anchor cable anchor head 28 are anchored on the bearing platform 26, and then the winch bearing platform prestressed anchor cable 27 is connected and prestressed (the bearing platform 26 provides transverse stress through the winch bearing platform prestressed anchor cable 27, the winch bearing platform prestressed anchor cable anchor head 28 and the winch bearing platform prestressed anchor cable anchor 29 to fix with the ground). After the above steps are completed, the hoist 30 is installed, and the hoist 30 is connected with the platform 26 into a whole and then reinforced by the connecting steel cable 31.
According to the figures 6, 7 and 8, a plurality of groups of steering wheels 34 are arranged at the tower bearing platform 10, the bearing ropes 35 are connected with the ropes after bypassing the steering wheels 34, all the bearing ropes 35 form a serial structure, the unbalanced force of the bearing ropes 35 rotates through the steering wheels 34 to adjust the bearing ropes 35 with inconsistent verticality to be basically consistent in elevation, and the bearing ropes 35 are basically balanced in stress. The two pull belts 32 are matched with a steering wheel 34, two sides of each pull belt 32 are provided with connecting splints 33, the connecting splints 33 are connected with the pull belts 32 by pin shafts 38, and the connecting splints 33 are connected with the steering wheel 34 by the pin shafts 38. In order to ensure that the pin holes of each steering wheel 34 are uniformly stressed, after the 4 steering wheels 34 are required to maintain the consistent cable crane tower frame stabilizing structure, the cable saddle 36 is installed, the base of the cable saddle 36 is welded on the top of the cable tower 17, and besides the flat welding seam of the base, a stiffening plate is required to be welded to resist the horizontal thrust generated by the bearing rope 35 on the top of the tower. Erecting a bearing rope 35; the drawing of the bearing rope 35 is performed in the order from the outside to the inside, and the drawing of the bearing rope 35 is performed by the hoist 30; the winch 30 is used for pulling the bearing rope to the cable saddle 36, the bearing rope pulley 37 is connected with the cable tower 17 through the steel bar and fixed on the cable tower 17, the bearing rope 35 sequentially passes through the bearing rope pulley 37, the winch 30 is used for enabling the bearing rope 35 to cooperatively roll over the cable tower 17, then the dragger is connected to pull the bearing rope to the cable tower 17 on the other side, the bearing rope passes over the cable tower 17 in the same method, and then the dragger is used for pulling the bearing rope to the steering wheel 34.
According to fig. 9 and 10, after the bearing rope 35 is erected, the running block 40 is assembled on the cable tower working platforms on both banks, the running block 40 is respectively installed on the bearing rope 35, and then 8 rows of running blocks 40 are connected into a whole. The lifting rope 41 is arranged such that the lifting rope 41 is pulled out from the hoist 30 and then passes under the steering wheel 34. And (3) pulling the lifting rope 41 to the cable tower 17 by using a puller, penetrating through the cable saddle 36, penetrating through the cable tower 17 on the other side, and anchoring on a gantry of the cable saddle 36 on the cable tower, thereby completing the installation of the lifting rope 41. And finally, mounting the hanging bracket. A triangular hanging bracket 39 is connected below the lower horse race hanging bracket and used as a lifting tool, the triangular hanging bracket 39 is in an equilateral triangle shape, and an I-shaped steel bearing is arranged below the triangular hanging bracket 39 and used as lifting points of different beam sections for distribution. To this end, the entire cable crane system is formed.
Claims (5)
1. Cable hangs system installation system, its characterized in that: the device comprises a cable crane tower stabilizing structure, a cable winch foundation and a steering wheel bearing rope mounting system; the cable crane tower fixing structure comprises a tower (3), a prestressed anchor cable (4), a tower anchoring anchor head (6), a tower anchoring anchor (7), a prestressed cable ground anchor head (8), a prestressed cable ground anchor (9), a tower bearing platform (10), I-shaped steel (11), holes (12), I-shaped steel hole welding steel bars (13), bracket supports (14), angle braces (15), hole-opening fixing steel (16), a cable tower (17), a cable tower anchoring anchor head (18), a cable tower anchoring anchor (19), a cable tower prestressed steel cable (20), a prestressed cable anchor head (22) and hole-opening fixing steel angle braces (23); the cable winch foundation comprises an inclined pile (24), a bottom plate (25), a bearing platform (26), a winch bearing platform pre-stressed anchor cable (27), a winch bearing platform pre-stressed anchor cable anchor head (28), a winch bearing platform pre-stressed anchor cable anchor nail (29), a winch (30) and a connecting steel cable (31); the steering wheel bearing rope mounting system comprises a pull belt (32), a connecting splint (33), a steering wheel (34), a bearing rope (35), a cable saddle (36), a bearing rope pulley (37) and a pin shaft (38); a tower (3) of a cable crane tower stabilizing structure is fixed on a tower bearing platform (10), and the tower (3) is fixed on the ground through a prestressed anchor cable (4), a tower anchoring anchor head (6), a tower anchoring anchor (7), a prestressed cable ground anchor head (8) and a prestressed cable ground anchor (9); holes (12) are drilled in the tower body of the tower frame (3), I-shaped steel (11) is installed in the holes (12), the I-shaped steel (11) extends out of the tower frame (3), the I-shaped steel (11) is fixed in the holes (12) through I-shaped steel hole welding reinforcing steel bars (13), and bracket supports (14) are installed on two sides, different from the I-shaped steel (11), of the tower body of the tower frame (3); the hole fixing steels (16) are respectively arranged on the I-shaped steel (11) and the bracket support (14), and the joint of two adjacent hole fixing steels (16) is connected and fixed with the tower (3) through a corner brace (15); the cable tower (17) is fixedly connected with the tower frame (3) through a cable tower anchoring anchor head (18) and a cable tower anchoring anchor (19), the prestressed cable anchor heads (22) are arranged on the periphery of the perforated fixed steel (16), the cable tower (17) is fixedly connected with the perforated fixed steel (16) through a cable tower prestressed steel cable (20), and the tower frame (3) is fixedly connected with the perforated fixed steel (16) through a perforated fixed steel angle brace (23).
2. A cable hoist system mounting system as claimed in claim 1, wherein: an inclined pile (24) of a cable winch foundation is driven into a rock stratum (1), a bottom plate (25) is poured on a soil layer (2), a bearing platform (26) is poured on the bottom plate (25), the bearing platform (26) is fixed on the ground through a winch bearing platform prestressed anchor rope (27), a winch bearing platform prestressed anchor rope anchor head (28) and a winch bearing platform prestressed anchor rope anchor nail (29), a winch (30) is arranged on the upper portion of the bearing platform (26) and integrated with the bearing platform (26), and the winch (30) is connected and reinforced with the bearing platform (26) through a connecting steel rope (31).
3. A cable hoist system mounting system as claimed in claim 1, wherein: the tower bearing platform (10) is provided with a plurality of groups of steering wheels (34), the bearing ropes (35) are connected with each other after bypassing the steering wheels (34), and all the bearing ropes (35) form a series structure; the two pull belts (32) are matched with a steering wheel (34), each pull belt (32) is provided with two connecting splints (33), the connecting splints (33) are connected with the pull belt (32) through pin shafts (38), and the connecting splints (33) are connected with the steering wheel (34) through the pin shafts (38); the base of the cable saddle (36) is welded on the top of the cable tower (17); the bearing rope pulley (37) is connected with the cable tower (17) through a steel bar and fixed on the cable tower (17).
4. A cable hoist system mounting system as claimed in claim 1, wherein: the prestressed anchor cable (4) is provided with a strain gauge (5).
5. A cable hoist system mounting system as claimed in claim 1, wherein: the cable tower prestressed steel cable (20) is provided with a cable tower stress meter (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921753982.6U CN211312214U (en) | 2019-10-18 | 2019-10-18 | Cable crane system installation system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921753982.6U CN211312214U (en) | 2019-10-18 | 2019-10-18 | Cable crane system installation system |
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| CN211312214U true CN211312214U (en) | 2020-08-21 |
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| CN201921753982.6U Active CN211312214U (en) | 2019-10-18 | 2019-10-18 | Cable crane system installation system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886187A (en) * | 2019-10-18 | 2020-03-17 | 安徽省路港工程有限责任公司 | Cable crane system installation system and construction method thereof |
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2019
- 2019-10-18 CN CN201921753982.6U patent/CN211312214U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886187A (en) * | 2019-10-18 | 2020-03-17 | 安徽省路港工程有限责任公司 | Cable crane system installation system and construction method thereof |
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