CN209758880U - self-propelled superelevation super large area steel reinforcement cage lifting equipment - Google Patents
self-propelled superelevation super large area steel reinforcement cage lifting equipment Download PDFInfo
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- CN209758880U CN209758880U CN201920402377.8U CN201920402377U CN209758880U CN 209758880 U CN209758880 U CN 209758880U CN 201920402377 U CN201920402377 U CN 201920402377U CN 209758880 U CN209758880 U CN 209758880U
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- reinforcement cage
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Abstract
The application discloses self-propelled ultrahigh and ultra-large area reinforcement cage lifting equipment which comprises a first lifting mechanism arranged above a ground-linked wall slotted hole; a conveying mechanism which can slide along the axial direction of the underground diaphragm wall slotted hole is arranged between the first lifting mechanism and the underground diaphragm wall slotted hole; one side of the first lifting mechanism is provided with a second lifting mechanism parallel to the first lifting mechanism; a third lifting mechanism parallel to the second lifting mechanism is arranged on one side, far away from the first lifting mechanism, of the second lifting mechanism; a first auxiliary mechanism positioned below the ground is arranged between the first lifting mechanism and the second lifting mechanism; a second auxiliary mechanism positioned below the ground is arranged between the second lifting mechanism and the third lifting mechanism. The construction process is simple, the construction period is shortened, and the construction cost is saved.
Description
Technical Field
the utility model relates to a building construction equipment technical field especially relates to a self-propelled superelevation super large area steel reinforcement cage lifting equipment.
Background
The underground continuous wall is called underground continuous wall for short, it is a foundation engineering, and adopts a kind of grooving machine on the ground, along the peripheral axis of the deep excavation engineering, under the condition of slurry wall protection, a long and narrow deep groove is excavated, after the groove is cleaned, the steel reinforcement cage is hoisted in the groove, then the underwater concrete is poured by using conduit method and built into a unit groove section, so that it is implemented section by section, and a continuous reinforced concrete wall is built underground, and can be used as water-stopping, seepage-proofing, bearing and water-retaining structure. The method is suitable for building basements, underground shopping malls, parking lots, underground oil depots, retaining walls, deep foundations of high-rise buildings, reverse construction building enclosures, deep pools, pits, vertical shafts and the like of industrial buildings.
Because the diaphragm wall is generally wider and deeper, a corresponding reinforcement cage is a reinforcement structure with an ultra-high and ultra-large area, the reinforcement cage needs to be lifted and placed into an excavated diaphragm wall slot hole, and the deformation of the reinforcement cage is easily caused in the lifting process due to the ultra-high area of the reinforcement cage, so that the construction quality is influenced. In the prior art, various reinforcement measures are adopted for lifting the steel reinforcement cage with the ultrahigh and super-large area, then the steel reinforcement cage is lifted by heavy-load hoisting equipment and placed into a ground wall slot, so that the construction time is long, the construction process is complex, the construction cost is increased, and the construction period is influenced.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned defects or shortcomings in the prior art, it is desirable to provide a self-propelled ultrahigh steel reinforcement cage lifting device with simple construction process, shortened construction period and saved construction cost.
the application provides self-propelled ultrahigh and ultra-large-area steel reinforcement cage lifting equipment which comprises a first lifting mechanism arranged above a ground-linked wall slotted hole; a conveying mechanism which can slide along the axial direction of the underground diaphragm wall slotted hole is arranged between the first lifting mechanism and the underground diaphragm wall slotted hole; the first lifting mechanism comprises a strip-shaped first lifting plate arranged right above the slot hole of the diaphragm wall; the length direction of the first lifting plate is the same as the axial direction of the slot hole of the ground connection wall; four first supporting columns are symmetrically arranged at four corners of the bottom surface of the first lifting plate; the four first supporting columns are symmetrically distributed on two sides of the underground diaphragm wall slotted hole; a first lifting winch is arranged in the middle of the bottom surface of the first lifting plate and is positioned right above the underground diaphragm wall slotted hole; a first hoisting steel wire rope is wound on the first hoisting winch; the end part of the first lifting steel wire rope, which is far away from the first lifting winch, is fixedly connected with a first lifting beam; the bottom end of the first lifting beam is uniformly provided with a plurality of first hoisting pulleys along the axial direction of the underground diaphragm wall slotted hole; a first hoisting rope is arranged on the first hoisting pulley through the first hoisting pulley; two ends of the first lifting rope are fixedly connected with a first D-shaped shackle;
One side of the first lifting mechanism is provided with a second lifting mechanism parallel to the first lifting mechanism; the second lifting mechanism comprises a second lifting plate parallel to the first lifting plate; two ends of the second lifting plate are respectively provided with a second pillar; a second lifting winch is arranged in the middle of the bottom surface of the second lifting plate; a second hoisting steel wire rope is wound on the second hoisting winch; the end part of the second hoisting steel wire rope, which is far away from the second hoisting winch, is fixedly connected with a second hoisting beam; a plurality of second hoisting pulleys are uniformly arranged at the bottom end of the second hoisting beam along the axial direction of the underground diaphragm wall slotted hole; a second lifting rope is arranged on the second lifting pulley through the second lifting pulley; two ends of the second lifting rope are respectively and fixedly connected with a second D-shaped shackle;
A third lifting mechanism parallel to the second lifting mechanism is arranged on one side, far away from the first lifting mechanism, of the second lifting mechanism; the third lifting mechanism comprises a third lifting plate parallel to the second lifting plate; two ends of the third lifting plate are respectively provided with a third strut; a third lifting winch is arranged in the middle of the bottom surface of the third lifting plate; a third hoisting steel wire rope is wound on the third hoisting winch; the end part of the third hoisting steel wire rope, which is far away from the third hoisting winch, is fixedly connected with a third hoisting beam; a plurality of third hoisting pulleys are uniformly arranged at the bottom end of the third hoisting beam along the axial direction of the underground diaphragm wall slotted hole; a third lifting rope is arranged on the third lifting pulley through the third lifting pulley; two ends of the third lifting rope are respectively and fixedly connected with a third D-shaped shackle;
A first auxiliary mechanism positioned below the ground is arranged between the first lifting mechanism and the second lifting mechanism; the first auxiliary mechanism comprises a first auxiliary well arranged below the ground; a vertical first telescopic hydraulic rod is arranged in the first auxiliary well; the top of the telescopic end of the first telescopic hydraulic rod is hinged with a first auxiliary supporting plate; a first auxiliary supporting plate groove matched with the first auxiliary supporting plate is formed in the wellhead of the first auxiliary well; a first hydraulic pump is arranged in the first auxiliary well; the first hydraulic pump provides driving liquid for the first telescopic hydraulic rod through a high-pressure pipeline;
a second auxiliary mechanism positioned below the ground is arranged between the second lifting mechanism and the third lifting mechanism; the second auxiliary mechanism comprises a second auxiliary well arranged below the ground; a vertical second telescopic hydraulic rod is arranged in the second auxiliary well; the top of the telescopic end of the second telescopic hydraulic rod is hinged with a second auxiliary supporting plate; a second auxiliary supporting plate groove matched with the second auxiliary supporting plate is formed in the wellhead of the second auxiliary well; a second hydraulic pump is arranged in the second auxiliary well; the second hydraulic pump provides driving liquid for the second telescopic hydraulic rod through a high-pressure pipeline;
the extension length of the first telescopic hydraulic rod is greater than that of the second telescopic hydraulic rod.
Preferably, the transportation mechanism comprises track grooves which are respectively arranged at two sides of the underground diaphragm wall slotted hole and along the axial direction of the underground diaphragm wall slotted hole; four first supporting columns respectively penetrate into the corresponding track grooves; the bottom of four first pillars all is fixed and is provided with electronic gyro wheel.
Preferably, the first lifting beam, the second lifting beam and the third lifting beam are all hollow triangular steel structures.
preferably, the height of the second lifting mechanism is lower than that of the first lifting mechanism; the height of the third lifting mechanism is lower than that of the second lifting mechanism.
compared with the prior art, the beneficial effects of this application are:
The self-propelled ultrahigh and ultra-large-area reinforcement cage lifting equipment is provided with the first lifting mechanism, the second lifting mechanism and the third lifting mechanism, multi-point balanced lifting can be carried out on the ultrahigh and ultra-large-area reinforcement cage, and the reinforcement cage does not need to be subjected to complex reinforcement treatment;
Through the matching of the first auxiliary mechanism and the second auxiliary mechanism, the steel reinforcement cage cannot deform in the lifting process, and the construction quality is ensured;
The steel reinforcement cage that will hoist through transport mechanism transports to the ground that corresponds and links the wall slotted hole, then directly puts into the ground with the steel reinforcement cage and links the wall slotted hole in, transports and lays the steel reinforcement cage rapider.
the application saves the complex reinforcing treatment of the reinforcement cage, and the construction process is simpler; the transfer and placement are quick, the construction period is effectively shortened, and the construction cost is saved.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
Fig. 1 is a schematic structural view of a self-propelled ultrahigh oversized-area steel reinforcement cage lifting device provided in an embodiment of the present application;
FIG. 2 is a schematic structural diagram of a self-propelled ultrahigh and ultra-large-area steel reinforcement cage lifting device in the process of lifting a steel reinforcement cage;
FIG. 3 is a schematic structural view of the first lifting mechanism;
FIG. 4 is a schematic structural view of a second lifting mechanism;
FIG. 5 is a schematic structural view of a third lifting mechanism;
FIG. 6 is an enlarged schematic view of the structure at A in FIG. 3;
FIG. 7 is a schematic structural view of a first assist mechanism;
FIG. 8 is a schematic structural view of a second assist mechanism;
fig. 9 is a schematic structural view of the transport mechanism.
Reference numbers in the figures: 11. a ground wall slot; 12. a first lifting mechanism; 13. a transport mechanism; 14. A second lifting mechanism; 15. a third lifting mechanism; 16. a first assist mechanism; 17. a second assist mechanism; 18. a reinforcement cage;
21. a first lifting plate; 22. a first support; 23. a first lifting winch; 24. a first hoisting wire rope; 25. a first lifting beam; 26. a first lifting sheave; 27. a first lifting rope; 28. A first D-shaped shackle;
31. A track groove; 32. an electric roller;
41. A second lifting plate; 42. a second support; 43. hoisting by a second hoisting crane; 44. a second hoisting steel wire rope; 45. a second lifting beam; 46. a second hoist sheave; 47. a second lifting rope; 48. A second D-shaped shackle;
51. a third lifting plate; 52. a third support; 53. hoisting by a third hoisting crane; 54. a third hoisting steel wire rope; 55. a third lifting beam; 56. a third hoist sheave; 57. a third lifting rope; 58. A third D-shaped shackle;
61. a first auxiliary well; 62. a first telescopic hydraulic rod; 63. a first auxiliary supporting plate; 64. a first auxiliary supporting plate groove;
71. a second auxiliary well; 72. a second telescopic hydraulic rod; 73. a second auxiliary supporting plate; 74. and a second auxiliary strut plate groove.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
it should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
referring to fig. 1 to 9, an embodiment of the present application provides a self-propelled ultrahigh and ultra-large-area reinforcement cage lifting apparatus, including a first lifting mechanism 12 disposed above a slot 11 of a diaphragm wall; a conveying mechanism 13 which can slide along the axial direction of the underground diaphragm wall slotted hole 11 is arranged between the first lifting mechanism 12 and the underground diaphragm wall slotted hole 11; the first lifting mechanism 12 comprises a first strip-shaped lifting plate 21 arranged right above the underground diaphragm slotted hole 11; the length direction of the first lifting plate 21 is the same as the axial direction of the ground wall slotted hole 11; four first supporting columns 22 are symmetrically arranged at four corners of the bottom surface of the first lifting plate 21; the four first supporting columns 22 are symmetrically distributed on two sides of the underground diaphragm wall slotted hole 11; a first lifting winch 23 is arranged in the middle of the bottom surface of the first lifting plate 21 and right above the underground diaphragm wall slotted hole 11; a first hoisting steel wire rope 24 is wound on the first hoisting winch 23; the end part of the first hoisting steel wire rope 24 far away from the first hoisting winch 23 is fixedly connected with a first hoisting beam 25; the bottom end of the first lifting beam 25 is uniformly provided with a plurality of first hoisting pulleys 26 along the axial direction of the underground diaphragm wall slotted hole 11; a first lifting rope 27 is arranged on the first lifting pulley 26 and penetrates through the first lifting pulley 26; two ends of the first lifting rope 27 are fixedly connected with a first D-shaped shackle 28;
A second lifting mechanism 14 parallel to the first lifting mechanism 12 is arranged on one side of the first lifting mechanism; the second lifting mechanism 14 includes a second lifting plate 41 parallel to the first lifting plate 21; two ends of the second lifting plate 41 are respectively provided with a second pillar 42; a second lifting winch 43 is arranged in the middle of the bottom surface of the second lifting plate 41; a second hoisting steel wire rope 44 is wound on the second hoisting winch 43; the end part of the second hoisting steel wire rope 44 far away from the second hoisting winch 43 is fixedly connected with a second hoisting beam 45; the bottom end of the second lifting beam 45 is uniformly provided with a plurality of second hoisting pulleys 46 along the axial direction of the underground diaphragm wall slotted hole 11; a second lifting rope 47 is arranged on the second lifting pulley 46 and penetrates through the second lifting pulley 46; two ends of the second lifting rope 47 are respectively and fixedly connected with a second D-shaped shackle 48;
A third lifting mechanism 15 parallel to the second lifting mechanism 14 is arranged on one side of the second lifting mechanism 14 away from the first lifting mechanism 12; the third lifting mechanism 15 includes a third lifting plate 51 parallel to the second lifting plate 41; both ends of the third lifting plate 51 are respectively provided with a third pillar 52; a third lifting winch 53 is arranged in the middle of the bottom surface of the third lifting plate 51; a third hoisting steel wire rope 54 is wound on the third hoisting winch 53; the end part of the third hoisting steel wire rope 54 far away from the third hoisting winch 53 is fixedly connected with a third hoisting beam 55; the bottom end of the third hoisting beam 55 is uniformly provided with a plurality of third hoisting pulleys 56 along the axial direction of the underground diaphragm wall slotted hole 11; a third lifting rope 57 is arranged on the third lifting pulley 56 through the third lifting pulley 56; two ends of the third lifting rope 57 are respectively and fixedly connected with a third D-shaped shackle 58;
a first auxiliary mechanism 16 positioned below the ground is arranged between the first lifting mechanism 12 and the second lifting mechanism 14; the first auxiliary mechanism 16 includes a first auxiliary well 61 disposed below the surface; a vertical first telescopic hydraulic rod 62 is arranged in the first auxiliary well 61; the top of the telescopic end of the first telescopic hydraulic rod 62 is hinged with a first auxiliary supporting plate 63; a first auxiliary supporting plate groove 64 matched with the first auxiliary supporting plate 63 is formed in the wellhead of the first auxiliary well 61; a first hydraulic pump is arranged in the first auxiliary well 61; the first hydraulic pump supplies driving liquid to the first telescopic hydraulic rod 62 through a high-pressure pipeline;
A second auxiliary mechanism 17 positioned below the ground is arranged between the second lifting mechanism 14 and the third lifting mechanism 15; the second auxiliary mechanism 17 comprises a second auxiliary well 71 arranged below the ground; a vertical second telescopic hydraulic rod 72 is arranged in the second auxiliary well 71; the top of the telescopic end of the second telescopic hydraulic rod 72 is hinged with a second auxiliary supporting plate 73; a second auxiliary supporting plate groove 74 matched with the second auxiliary supporting plate 73 is arranged at the wellhead of the second auxiliary well 71; a second hydraulic pump is arranged in the second auxiliary well 71; the second hydraulic pump provides driving liquid for the second telescopic hydraulic rod 72 through a high-pressure pipeline;
The extended length of the first telescopic hydraulic rod 62 is greater than the extended length of the second telescopic hydraulic rod 72.
The working principle is as follows: firstly, welding and binding work of a reinforcement cage 18 is completed, a steel bar worker can weld and bind the reinforcement cage 18 in a reinforcement processing plant below a first lifting mechanism 12, a second lifting mechanism 14 and a third lifting mechanism 15, after the binding is completed, a plurality of square steel plates are uniformly welded on the upper surface of the reinforcement cage 18 below the second lifting mechanism 14 and the third lifting mechanism 15 respectively, and lifting rings are welded on the steel plates and used as auxiliary lifting points of the reinforcement cage; a plurality of steel plates are symmetrically welded on the upper surface and the lower surface of the end part of the reinforcement cage close to the first lifting mechanism 12, and the hoisting rings are welded on the side edges of the steel plates close to the first lifting mechanism 12 to serve as top hoisting points.
Then the first D-shackles 28, the second D-shackles 48 and the third D-shackles 58 are respectively connected and fixed to the corresponding hoisting points; meanwhile, power is supplied to the first lifting mechanism 12, the second lifting mechanism 14, the third lifting mechanism 15, the first auxiliary mechanism 16 and the second auxiliary mechanism 17, after the reinforcement cage 18 horizontally rises for a certain distance, power supply to the third lifting mechanism 15 and the second auxiliary mechanism 17 is stopped, and the first lifting mechanism 12, the second lifting mechanism 14 and the first auxiliary mechanism 16 continuously pull up one end of the reinforcement cage 18, so that the reinforcement cage 18 gradually inclines, as shown in fig. 2. When the height of the steel reinforcement cage 18 is separated from the first auxiliary mechanism 16 and the second auxiliary mechanism 17, controlling the first auxiliary mechanism 16 and the second auxiliary mechanism 17 to withdraw, continuously pulling up the first lifting mechanism 12, matching the second lifting wire rope 44 and the third lifting wire rope 54 with the second lifting wire rope 15 to lengthen, so that the steel reinforcement cage 18 is gradually vertical, when the steel reinforcement cage 18 is lifted vertically, dismounting the second D-shaped shackle 48 and the third D-shaped shackle 58, transferring the steel reinforcement cage 18 to the position above the corresponding underground diaphragm slotted hole 11 through the transportation mechanism 13, then putting down the steel reinforcement cage 18, dismounting the first D-shaped shackle 28, resetting the first lifting mechanism 12 through the transportation mechanism 13, and completing the lifting of the steel reinforcement cage 18.
in a preferred embodiment, the transportation mechanism 13 comprises track grooves 31 respectively arranged at two sides of the underground diaphragm wall slot hole 11 along the axial direction of the underground diaphragm wall slot hole 11; the four first struts 22 respectively penetrate into the corresponding track grooves 31; the bottom ends of the four first support columns 22 are all fixedly provided with electric rollers 32, and the first lifting mechanism 12 is driven to move along the track groove 31 through the electric rollers 32.
in a preferred embodiment, the first lifting beam 25, the second lifting beam 45 and the third lifting beam 55 are all of an integrated hollow triangular steel structure, so that the self weight is reduced as much as possible while the structural strength of the first lifting beam 25, the second lifting beam 45 and the third lifting beam 55 is ensured, and the operation load of the equipment is reduced.
in a preferred embodiment, the height of the second lifting mechanism 14 is lower than the height of the first lifting mechanism 12; the height of the third lifting mechanism 15 is lower than the height of the second lifting mechanism 14. Under the condition that enough space is ensured for completing auxiliary lifting of the second lifting mechanism 14 and the third lifting mechanism 15, the heights of the second lifting mechanism 14 and the third lifting mechanism 15 are reduced as much as possible, and the structural safety is improved.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (10)
1. a self-propelled ultrahigh and overlarge-area steel reinforcement cage lifting device is characterized by comprising a first lifting mechanism (12) arranged above a ground-connected wall slotted hole (11); a conveying mechanism (13) which can slide along the axial direction of the underground diaphragm wall slotted hole (11) is arranged between the first lifting mechanism (12) and the underground diaphragm wall slotted hole (11);
one side of the first lifting mechanism (12) is provided with a second lifting mechanism (14) parallel to the first lifting mechanism;
A third lifting mechanism (15) parallel to the second lifting mechanism (14) is arranged on one side of the second lifting mechanism (14) far away from the first lifting mechanism (12);
A first auxiliary mechanism (16) positioned below the ground is arranged between the first lifting mechanism (12) and the second lifting mechanism (14);
and a second auxiliary mechanism (17) positioned below the ground is arranged between the second lifting mechanism (14) and the third lifting mechanism (15).
2. The self-propelled ultrahigh steel reinforcement cage lifting equipment of claim 1, wherein the first lifting mechanism (12) comprises a first elongated lifting plate (21) disposed directly above the underground diaphragm slotted hole (11); the length direction of the first lifting plate (21) is the same as the axial direction of the ground connecting wall slotted hole (11); four first supporting columns (22) are symmetrically arranged at four corners of the bottom surface of the first lifting plate (21); the four first supporting columns (22) are symmetrically distributed on two sides of the underground diaphragm wall slotted hole (11); a first lifting winch (23) is arranged in the middle of the bottom surface of the first lifting plate (21) and is positioned right above the underground diaphragm wall slotted hole (11); a first hoisting steel wire rope (24) is wound on the first hoisting winch (23); the end part of the first lifting steel wire rope (24) far away from the first lifting winch (23) is fixedly connected with a first lifting beam (25); a plurality of first hoisting pulleys (26) are uniformly arranged at the bottom end of the first hoisting beam (25) along the axial direction of the underground diaphragm wall slotted hole (11); a first lifting rope (27) is arranged on the first hoisting pulley (26) through the first hoisting pulley (26); and two ends of the first lifting rope (27) are fixedly connected with a first D-shaped shackle (28).
3. The self-propelled ultra-high and ultra-large area reinforcement cage lifting equipment of claim 2, wherein the second lifting mechanism (14) comprises a second lifting plate (41) parallel to the first lifting plate (21); two ends of the second lifting plate (41) are respectively provided with a second support column (42); a second lifting winch (43) is arranged in the middle of the bottom surface of the second lifting plate (41); a second hoisting steel wire rope (44) is wound on the second hoisting winch (43); the end part of the second lifting steel wire rope (44) far away from the second lifting winch (43) is fixedly connected with a second lifting beam (45); a plurality of second hoisting pulleys (46) are uniformly arranged at the bottom end of the second hoisting beam (45) along the axial direction of the underground diaphragm wall slotted hole (11); a second lifting rope (47) is arranged on the second lifting pulley (46) through the second lifting pulley (46); and two ends of the second lifting rope (47) are respectively and fixedly connected with a second D-shaped shackle (48).
4. the self-propelled ultra-high and ultra-large area reinforcement cage lifting equipment as recited in claim 3, wherein the third lifting mechanism (15) comprises a third lifting plate (51) parallel to the second lifting plate (41); both ends of the third lifting plate (51) are respectively provided with a third strut (52); a third lifting winch (53) is arranged in the middle of the bottom surface of the third lifting plate (51); a third hoisting steel wire rope (54) is wound on the third hoisting winch (53); the end part of the third lifting steel wire rope (54) far away from the third lifting winch (53) is fixedly connected with a third lifting beam (55); a plurality of third hoisting pulleys (56) are uniformly arranged at the bottom end of the third hoisting beam (55) along the axial direction of the underground diaphragm wall slotted hole (11); a third lifting rope (57) is arranged on the third lifting pulley (56) through the third lifting pulley (56); and two ends of the third lifting rope (57) are respectively and fixedly connected with a third D-shaped shackle (58).
5. The self-propelled ultra-high and ultra-large area reinforcement cage lifting apparatus of claim 4, wherein the first auxiliary mechanism (16) comprises a first auxiliary well (61) disposed below ground; a vertical first telescopic hydraulic rod (62) is arranged in the first auxiliary well (61); the top of the telescopic end of the first telescopic hydraulic rod (62) is hinged with a first auxiliary supporting plate (63); a first auxiliary supporting plate groove (64) matched with the first auxiliary supporting plate (63) is formed in the wellhead of the first auxiliary well (61); a first hydraulic pump is arranged in the first auxiliary well (61); the first hydraulic pump provides driving liquid for the first telescopic hydraulic rod (62) through a high-pressure pipeline.
6. The self-propelled ultra-high and ultra-large area reinforcement cage lifting equipment as recited in claim 5, wherein said second auxiliary mechanism (17) comprises a second auxiliary well (71) disposed below ground; a vertical second telescopic hydraulic rod (72) is arranged in the second auxiliary well (71); the top of the telescopic end of the second telescopic hydraulic rod (72) is hinged with a second auxiliary supporting plate (73); a second auxiliary supporting plate groove (74) matched with the second auxiliary supporting plate (73) is arranged at the wellhead of the second auxiliary well (71); a second hydraulic pump is arranged in the second auxiliary well (71); the second hydraulic pump provides driving liquid for the second telescopic hydraulic rod (72) through a high-pressure pipeline.
7. the self-propelled ultra-high and ultra-large area reinforcement cage lifting apparatus of claim 6, wherein the first telescopic hydraulic rod (62) has an extended length greater than the second telescopic hydraulic rod (72).
8. The self-propelled ultrahigh and ultra-large area reinforcement cage lifting equipment as claimed in claim 7, wherein said transportation mechanism (13) comprises track grooves (31) respectively disposed on both sides of said underground wall slotted hole (11) along the axial direction of said underground wall slotted hole (11); the four first supporting columns (22) are respectively inserted into the corresponding track grooves (31); electric rollers (32) are fixedly arranged at the bottom ends of the four first supporting columns (22).
9. The self-propelled ultra-high and ultra-large area reinforcement cage lifting equipment as recited in claim 8, wherein said first lifting beam (25), said second lifting beam (45) and said third lifting beam (55) are all of an integral hollowed-out triangular steel structure.
10. The self-propelled ultra-high and ultra-large area reinforcement cage lifting equipment as recited in claim 9, wherein the height of the second lifting mechanism (14) is lower than the height of the first lifting mechanism (12); the height of the third lifting mechanism (15) is lower than that of the second lifting mechanism (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920402377.8U CN209758880U (en) | 2019-03-28 | 2019-03-28 | self-propelled superelevation super large area steel reinforcement cage lifting equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920402377.8U CN209758880U (en) | 2019-03-28 | 2019-03-28 | self-propelled superelevation super large area steel reinforcement cage lifting equipment |
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| Publication Number | Publication Date |
|---|---|
| CN209758880U true CN209758880U (en) | 2019-12-10 |
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ID=68756649
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920402377.8U Expired - Fee Related CN209758880U (en) | 2019-03-28 | 2019-03-28 | self-propelled superelevation super large area steel reinforcement cage lifting equipment |
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| CN (1) | CN209758880U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115231469A (en) * | 2022-06-02 | 2022-10-25 | 浙江工业大学台州研究院 | Steel reinforcement cage hoisting seat capable of avoiding bending of steel reinforcement |
-
2019
- 2019-03-28 CN CN201920402377.8U patent/CN209758880U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115231469A (en) * | 2022-06-02 | 2022-10-25 | 浙江工业大学台州研究院 | Steel reinforcement cage hoisting seat capable of avoiding bending of steel reinforcement |
| CN115231469B (en) * | 2022-06-02 | 2023-11-14 | 浙江工业大学台州研究院 | Steel reinforcement cage lifting seat capable of avoiding bending steel reinforcement |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191210 Termination date: 20210328 |