Construction hanging basket structure and hanging basket moving method

Abstract

The invention provides a construction hanging basket structure and a hanging basket moving method, and relates to the technical field of bridge construction equipment, the construction hanging basket structure is used for bridge construction, and the construction hanging basket structure comprises a hanging basket platform, a first anchoring system, a second anchoring system and a tensioning mechanism; the hanging basket platform is used for being arranged below a main longitudinal beam of a bridge and comprises a platform body extending in the length direction of the main longitudinal beam and a walking track arranged at the upper end of the platform body and extending in the length direction of the main longitudinal beam, and a first sliding base and a second sliding base are slidably installed on the walking track. The lower end of the first anchoring system is connected with the platform body or the first sliding seat; the lower end of the second anchoring system is connected with the platform body or the second sliding seat; the tensioning mechanism is used for being connected with the main longitudinal beam and the platform body. The construction hanging basket structure can prevent the walking track from conflicting with the upper structure of the main longitudinal beam, and the safety of the hanging basket structure during forward moving operation on the main longitudinal beam is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of bridge construction equipment, and in particular to a construction hanging basket structure and a hanging basket moving method. Background Art

[0002] During the bridge construction process, it is often necessary to arrange a hanging basket structure around the main longitudinal beam on the constructed main longitudinal beam, so that the longitudinal beam and the transverse beam to be constructed can be assembled while standing on the hanging basket structure.

[0003] The current construction basket structure usually includes a basket platform body and a running system connected to it, and the running system is often arranged above the main longitudinal beam. However, the upper end of the main longitudinal beam is usually installed with an upper structure such as a cable. Due to the obstruction of the upper structure, the running system may conflict with the upper structure when running and driving the basket platform body forward, thereby causing safety risks. Summary of the invention

[0004] The problem solved by the invention is: how to improve the safety of the moving operation of the hanging basket structure on the main longitudinal beam.

[0005] In order to solve the above problems, the present invention provides a construction hanging basket structure and a hanging basket moving method.

[0006] In the first aspect, the present invention provides a construction hanging basket structure for bridge construction, including a hanging basket platform, a first anchoring system, a second anchoring system and a tensioning mechanism; the hanging basket platform is used to be arranged under the main longitudinal beam of the bridge, the hanging basket platform includes a platform body extending along the length direction of the main longitudinal beam and a running track arranged at the upper end of the platform body and extending along the length direction of the main longitudinal beam, and a first slide and a second slide are slidably installed on the running track; the first anchoring system is used to be installed on the main longitudinal beam and its position is adjustable relative to the main longitudinal beam along its length direction, and the lower end of the first anchoring system is used to connect the platform body or the first slide; the second anchoring system is used to be installed on the main longitudinal beam and its position is adjustable relative to the main longitudinal beam along its length direction, and the lower end of the second anchoring system is used to connect the platform body or the second slide; the tensioning mechanism is used to connect the main longitudinal beam and the platform body respectively.

[0007] The beneficial effects of the construction hanging basket structure of the present invention are as follows: the hanging basket platform is used to be arranged below the main longitudinal beam of the bridge, and the hanging basket platform includes a platform body extending along the length direction of the main longitudinal beam and a running track arranged at the upper end of the platform body and extending along the length direction of the main longitudinal beam, so that the running track and the platform body are both located below the main longitudinal beam, which can avoid the running track being placed above the main longitudinal beam and being hindered by the upper structure of the main longitudinal beam, so as to prevent the running track from colliding with the upper structure, thereby improving the safety of the hanging basket structure when performing forward movement operations on the main longitudinal beam; in addition, the lower end of the first anchoring system can be connected to the platform body or the first slide seat, the lower end of the second anchoring system can be connected to the platform body or the second slide seat, and the tensioning mechanism can be connected to the main longitudinal beam and the platform body respectively, so that in the process of switching the first anchoring system and the second anchoring system from the platform body to the slide seat respectively, the tensioning mechanism can be connected to the main longitudinal beam and the platform body respectively, and the tensioning mechanism and the anchoring system are jointly subjected to force to suspend the platform body, thereby making the position of the platform body stable and not easy to be displaced, thereby improving the stability of the platform body during the switching state of the anchoring system.

[0008] Optionally, the running track includes a front track and a rear track arranged in sequence along its length direction, the rear track includes a first T-shaped sliding portion extending along its length direction, and the front track includes a second T-shaped sliding portion extending along its length direction; the first slide seat is provided with a first T-shaped slide groove that slidably cooperates with the first T-shaped sliding portion, and the second slide seat is provided with a second T-shaped slide groove that slidably cooperates with the second T-shaped sliding portion.

[0009] Optionally, the first anchoring system includes a first anchor beam structure, a first connecting rod and a pull plate structure, the first anchor beam structure is used to be installed on the upper end of the main longitudinal beam, the upper end of the first connecting rod is connected to the first anchor beam structure, and the lower end is used to connect to the platform body, the upper end of the pull plate structure is used to connect to the lower end of the first connecting rod, and the lower end is used to connect to the first slide seat.

[0010] Optionally, the first anchor beam structure includes a first lower anchor beam, a first jack and a first upper anchor beam, the first lower anchor beam is used to be installed on the upper end of the main longitudinal beam, the first jack is installed on the upper end of the first lower anchor beam, the first upper anchor beam is installed on the upper end of the first jack, and the first upper anchor beam and the first lower anchor beam are respectively provided with two upper and lower opposite connecting holes; the first connecting rod is sequentially passed through the two connecting holes.

[0011] Optionally, the second anchoring system includes a second anchor beam structure, a second connecting rod and a pull rod, the second anchor beam structure is used to be installed on the upper end of the main longitudinal beam, the upper end of the second connecting rod is connected to the second anchor beam structure, and the lower end is used to connect to the platform body, the upper end of the pull rod is connected to the second anchor beam structure, and the lower end is used to connect to the second slide seat.

[0012] Optionally, the second anchor beam structure includes a second lower anchor beam, a second jack and a second upper anchor beam, the second lower anchor beam is used to be installed on the upper end of the main longitudinal beam, the second jack is installed on the upper end of the second lower anchor beam, the second upper anchor beam is installed on the upper end of the second jack, the second upper anchor beam and the second lower anchor beam are respectively provided with two upper and lower opposite mounting holes, and the second lower anchor beam is also provided with a fastening hole extending up and down; the second connecting rod is sequentially passed through the two mounting holes, and the pull rod is passed through the fastening hole.

[0013] Optionally, a positioning frame is also included, which includes a clamping plate and a diagonal brace. The clamping plate is fixed to the wall of the pull rod and is arranged horizontally. The clamping plate is used to abut against the lower end surface of the main longitudinal beam when the lower end of the pull rod is connected to the second slide seat. The two ends of the diagonal brace are respectively connected to the lower end of the pull rod and the end of the clamping plate away from the pull rod.

[0014] Optionally, the tensioning mechanism includes a connecting member and a cable, the connecting member is used to be installed on the platform body, one end of the cable is connected to the connecting member, and the other end is used to be connected to the cable anchor structure of the main longitudinal beam.

[0015] In a second aspect, the present invention provides a method for moving a hanging basket based on the construction hanging basket structure as described above, comprising:

[0016] After the corresponding segment of the bridge is installed, the module system is removed and the tensioning mechanism is installed;

[0017] The first anchoring system and the second anchoring system are respectively converted from a construction state to a running state by means of the tensioning mechanism. In the construction state, the first anchoring system and the second anchoring system are respectively connected to a platform body of the hanging basket platform. In the running state, the first anchoring system and the second anchoring system are respectively connected to a first slide seat and a second slide seat of the hanging basket platform.

[0018] dismantling the tensioning mechanism;

[0019] The platform body is moved forward by contracting the hydraulic cylinder;

[0020] The platform body moves forward to a position;

[0021] Install the tensioning mechanism, and use the tensioning mechanism to convert the first anchoring system and the second anchoring system from the traveling state to the construction state respectively;

[0022] The tensioning mechanism is removed and the module system is installed.

[0023] Optionally, the converting the first anchoring system and the second anchoring system from the construction state to the running state respectively by means of the tensioning mechanism comprises:

[0024] disconnecting the first anchoring system from the platform body;

[0025] Adjusting the position of the first anchoring system relative to the main longitudinal beam so that the first anchoring system is located above the first slide seat, and then connecting the first anchoring system to the first slide seat;

[0026] disconnecting the second anchoring system from the platform body;

[0027] adjusting the position of the second anchoring system relative to the main longitudinal beam so that the second anchoring system is located above the second slide seat, and then connecting the second anchoring system to the second slide seat;

[0028] The hanging basket platform is driven to sink by the first anchoring system and the second anchoring system so that the clamping plate of the clamping frame abuts against the lower end surface of the main longitudinal beam.

[0029] The beneficial effect of the hanging basket moving method of the present invention is: in the hanging basket moving method, first, after the installation of the corresponding segment of the bridge is completed, the module system is removed and a tensioning mechanism is installed to prevent the module system from interfering with the movement of the second anchoring system; then, the first anchoring system and the second anchoring system are respectively converted from the construction state to the running state with the help of the tensioning mechanism, and the tensioning mechanism can provide tension for the platform body when the anchoring system switches the state, so as to ensure the stability of the platform body; then, the tensioning mechanism is removed and the platform body is moved forward by contracting the hydraulic cylinder until the platform body moves forward to the position, so as to realize the forward movement of the platform body; then, the tensioning mechanism is installed, and the first anchoring system and the second anchoring system are respectively converted from the running state to the construction state with the help of the tensioning mechanism, and the tensioning mechanism can provide tension for the platform body when the anchoring system switches the state, so as to ensure the stability of the platform body; finally, the tensioning mechanism is removed and the module system is installed, so as to use the module system to perform segment installation operations, and finally realize the movement of the hanging basket structure. This hanging basket movement method can utilize the tensioning mechanism to bear force when switching the anchoring system state, thereby ensuring the stability of the platform body during the process. At the same time, the overall running track is located below the main longitudinal beam, which can avoid conflict with the upper structure of the main longitudinal beam when the running track moves, thereby improving construction safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 It is a right side view of the construction hanging basket structure of an embodiment of the present invention;

[0031] Figure 2 This is a schematic diagram of the installation of the first slide seat according to an embodiment of the present invention;

[0032] Figure 3 This is a schematic diagram of the installation of the second slide seat according to an embodiment of the present invention;

[0033] Figure 4 It is a front view of the construction hanging basket structure of an embodiment of the present invention;

[0034] Figure 5 It is a schematic diagram of the conversion of the first anchoring system from the construction state to the running state according to an embodiment of the present invention;

[0035] Figure 6 It is a schematic diagram of the second anchoring system according to an embodiment of the present invention switching from a construction state to a running state;

[0036] Figure 7 This is a schematic diagram of the structure of the positioning frame according to an embodiment of the present invention;

[0037] Figure 8 This is a schematic diagram of step S1 of a method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0038] Fig. 9 Schematic diagram of step S2 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0039] Fig.10 Schematic diagram of step S3 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0040] Fig.11 This is a schematic diagram of step S4 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0041] Fig.12 Schematic diagram of step S5 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0042] Fig.13 Schematic diagram of step S6 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0043] Fig.14 Schematic diagram of step S7 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0044] Fig.15 Schematic diagram of step S21 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0045] Fig.16 This is a schematic diagram of step S22 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0046] Fig.17 This is a schematic diagram of step S23 of the method for moving a hanging basket for constructing a hanging basket structure according to an embodiment of the present invention;

[0047] Fig.18 It is a schematic diagram of step S24 of the method for moving a hanging basket of a construction hanging basket structure according to an embodiment of the present invention.

[0048] Description of reference numerals:

[0049] 1. Basket platform; 11. Platform body; 12. First slide; 121. First T-shaped slide; 13. Second slide; 131. Second T-shaped slide; 14. Front track; 141. Second T-shaped slide; 15. Rear track; 151. First T-shaped slide; 16. Transverse connection assembly; 2. First anchoring system; 21. First anchor beam structure; 211. First lower anchor beam; 212. First jack; 213. First upper anchor beam; 22. First connecting rod; 23. First connecting rod; 24. First connecting rod; 25. First connecting rod; 26. First connecting rod; 27. First connecting rod; 28. First connecting rod; 29. ​​First connecting rod; 30. First connecting rod; 31. First connecting rod; 32. First connecting rod; 33. First connecting rod; 34. First connecting rod; 35. First connecting rod; 36. First connecting rod; 37. First connecting rod; 38. First connecting rod; 39. First connecting rod; 40. First connecting rod; 41. First connecting rod; 42. First connecting rod; 43. First connecting rod; 44. First connecting rod; 45. First connecting rod; 46. First connecting rod; 47. First connecting rod; 48. First connecting rod; 49. First connecting rod; 50. First connecting rod; 51. First connecting rod; 52. First connecting rod; 53. First connecting rod; 54. First connecting rod; 55. Connecting rod; 23, pulling plate structure; 231, upper pulling plate; 232, lower pulling plate; 3, second anchoring system; 31, second anchor beam structure; 311, second lower anchor beam; 312, second jack; 313, second upper anchor beam; 32, second connecting rod; 33, pulling rod; 4, tensioning mechanism; 41, connecting piece; 42, inclined cable; 5, main longitudinal beam; 6, hydraulic cylinder; 7, clamping frame; 71, clamping plate; 72, diagonal brace; 8, stop structure; 9, module system. DETAILED DESCRIPTION

[0050] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific embodiments of the present invention are described in detail below in conjunction with the accompanying drawings. Although certain embodiments of the present invention are shown in the accompanying drawings, it should be understood that the present invention can be implemented in various forms and should not be interpreted as being limited to the embodiments described herein. On the contrary, these embodiments are provided to provide a more thorough and complete understanding of the present invention. It should be understood that the drawings and embodiments of the present invention are only for exemplary purposes and are not intended to limit the scope of protection of the present invention.

[0051] The Z axis in the drawings represents the vertical direction, that is, the up and down position, and the positive direction of the Z axis represents the top, and the reverse direction of the Z axis represents the bottom; the X axis in the drawings represents the horizontal direction, and is designated as the front and back position, and the positive direction of the X axis represents the front side, and the reverse direction of the X axis represents the back side; the Y axis in the drawings represents the left and right position, and the positive direction of the Y axis represents the left side, and the reverse direction of the Y axis represents the right side. It should also be noted that the aforementioned Z axis, Y axis, and X axis are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0052] The term "including" and its variations used in this document are open inclusions, that is, "including but not limited to"; the term "based on" means "based at least in part on"; the term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one other embodiment"; the term "some embodiments" means "at least some embodiments"; the term "optionally" means "optional embodiments". The relevant definitions of other terms will be given in the following description. It should be noted that the concepts of "first", "second", etc. mentioned in the present invention are only used to distinguish different devices, modules or units, and are not used to limit the order or interdependence of the functions performed by these devices, modules or units.

[0053] It should be noted that the modifications of "one" and "plurality" mentioned in the present invention are illustrative rather than restrictive, and those skilled in the art should understand that, unless otherwise clearly indicated in the context, it should be understood as "one or more".

[0054] The present invention provides a construction hanging basket structure and a hanging basket moving method, so as to improve the safety of the hanging basket structure moving operation on the main longitudinal beam.

[0055] like Figure 1 As shown, a construction hanging basket structure provided by an embodiment of the present invention is used for bridge construction, including a hanging basket platform 1, a first anchoring system 2, a second anchoring system 3 and a tensioning mechanism 4; the hanging basket platform 1 is used to be arranged below the main longitudinal beam 5 of the bridge, the hanging basket platform 1 includes a platform body 11 extending along the length direction of the main longitudinal beam 5 and a running track arranged at the upper end of the platform body 11 and extending along the length direction of the main longitudinal beam 5, and a first slide 12 and a second slide 13 are slidably installed on the running track; the first anchoring system 2 is used to be installed on the main longitudinal beam 5 and is adjustable in position relative to the main longitudinal beam 5 along its length direction, and the lower end of the first anchoring system 2 is used to connect the platform body 11 or the first slide 12; the second anchoring system 3 is used to be installed on the main longitudinal beam 5 and is adjustable in position relative to the main longitudinal beam 5 along its length direction, and the lower end of the second anchoring system 3 is used to connect the platform body 11 or the second slide 13; the tensioning mechanism 4 is used to connect the main longitudinal beam 5 and the platform body 11 respectively.

[0056] It should be noted that the length direction of the main longitudinal beam 5 is Figure 1It is understood that when the construction basket structure needs to be moved along the main longitudinal beam 5, the first anchoring system 2 can be disconnected from the platform body 11 and connected to the first slide 12, and the second anchoring system 3 can be disconnected from the platform body 11 and connected to the second slide 13. At this time, the running track can be controlled to move forward relative to the first slide 12 and the second slide 13 (X-axis positive direction), thereby driving the platform body 11 to move forward relative to the main longitudinal beam 5.

[0057] In this embodiment, the hanging basket platform 1 is used to be arranged below the main longitudinal beam 5 of the bridge. The hanging basket platform 1 includes a platform body 11 extending along the length direction of the main longitudinal beam 5 and a running track arranged at the upper end of the platform body 11 and extending along the length direction of the main longitudinal beam 5, so that the running track and the platform body 11 are both located below the main longitudinal beam 5, which can avoid the running track being placed above the main longitudinal beam 5 and being hindered by the upper structure of the main longitudinal beam 5, so as to prevent the running track from colliding with the upper structure, thereby improving the safety of the hanging basket structure when performing forward movement operations on the main longitudinal beam 5; in addition, the lower end of the first anchoring system 2 can be connected The platform body 11 or the first slide 12, the lower end of the second anchoring system 3 can be connected to the platform body 11 or the second slide 13, and the tensioning mechanism 4 can be respectively connected to the main longitudinal beam 5 and the platform body 11. In this way, in the process of switching the first anchoring system 2 and the second anchoring system 3 from the platform body 11 to the slide, the tensioning mechanism 4 can be respectively connected to the main longitudinal beam 5 and the platform body 11, and the tensioning mechanism 4 and the anchoring system are jointly subjected to force to suspend the platform body 11, so that the position of the platform body 11 is stable and not easy to be displaced, thereby improving the stability of the platform body 11 during the switching state of the anchoring system.

[0058] Alternatively, if Figure 1-Figure 3 As shown, the running track includes a front track 14 and a rear track 15 arranged in sequence along its length direction, the rear track 15 includes a first T-shaped sliding portion extending along its length direction, and the front track 14 includes a second T-shaped sliding portion extending along its length direction; the first slide 12 is provided with a first T-shaped slide groove that slidably cooperates with the first T-shaped slide portion, and the second slide 13 is provided with a second T-shaped slide groove that slidably cooperates with the second T-shaped slide portion.

[0059] It should be noted that the front track 14 refers to the track close to the front end of the platform body 11 (positive direction of the X-axis), and the rear track 15 refers to the track close to the rear end of the platform body 11 (negative direction of the X-axis). The construction basket structure may also include a retractable hydraulic cylinder 6, the two ends of which are detachably connected to the front track 14 and the second slide 13, respectively. In this way, because the second slide 13 is indirectly connected to the main longitudinal beam 5 via the second anchoring system 3, that is, the second slide 13 is relatively fixed to the main longitudinal beam 5, when the hydraulic cylinder 6 contracts, the second slide 13 will not move, and the contraction force of the hydraulic cylinder 6 will drive the front track 14 to move forward relative to the second slide 13, thereby driving the platform body 11 to move forward relative to the main longitudinal beam 5, thereby realizing the forward movement of the platform body 11.

[0060] In this optional embodiment, the T-shaped sliding part and the T-shaped slide groove are slidably matched, which not only ensures that the rail can slide relative to the slide seat, but also forms a snap-fitting effect between the T-shaped sliding part and the T-shaped slide groove, ensuring that the rail is stably hung on the slide seat, thereby improving the reliability of the forward movement operation.

[0061] Alternatively, if Figure 4 As shown, the hanging basket platform 1, the first anchoring system 2, the second anchoring system 3 and the tensioning mechanism 4 are recorded as the main structure. Two main structures are provided. The two main structures are respectively provided on the left and right main longitudinal beams 5 of the bridge. The hanging basket platforms 1 of the two main structures are connected with a transverse connecting component 16. Such arrangement is because the two main structures are respectively fixed on the corresponding main longitudinal beams 5 by the respective first anchoring systems 2 and the second anchoring systems 3, so that the transverse connecting component 16 does not need to adopt a larger size to ensure the structural strength of the construction hanging basket structure, which can relatively save the use of materials and reduce costs.

[0062] Alternatively, if Figure 5 As shown, the first anchoring system 2 includes a first anchor beam structure 21, a first connecting rod 22 and a pull plate structure 23, the first anchor beam structure 21 is used to be installed on the upper end of the main longitudinal beam 5, the upper end of the first connecting rod 22 is connected to the first anchor beam structure 21, and the lower end is used to connect to the platform body 11, the upper end of the pull plate structure 23 is used to connect to the lower end of the first connecting rod 22, and the lower end is used to connect to the first slide seat 12.

[0063] It should be noted that the first anchoring system 2 may include four first connecting rods 22 and two pull plate structures 23. Two of the four first connecting rods 22 are arranged on the left and right sides of the main longitudinal beam 5, and one of the two pull plate structures 23 is arranged on the left and right sides of the main longitudinal beam 5, so as to ensure the stability of the connection between the first anchoring system 2 and the platform body 11 or the first slide 12. It should also be noted that the first connecting rod 22 and the pull plate structure 23 can be used as needed. When the first anchoring system 2 needs to be connected to the platform body 11, the lower end of the first connecting rod 22 can be connected to the platform body 11, and the pull plate 232 structure 23 can be removed. When the first anchoring system 2 needs to be connected to the first slide 12, the connection between the first connecting rod 22 and the platform body 11 can be released, and the pull plate structure 23 can be installed on the first connecting rod 22, and the lower end of the pull plate structure 23 can be connected to the first slide 12. It should also be noted that the pull plate structure 23 may include a horizontally arranged upper pull plate 231 and a vertically arranged lower pull plate 232, the upper pull plate 231 is used to connect the lower ends of the two first connecting rods 22 on the same side, the upper end of the lower pull plate 232 is connected to the upper pull plate 231, and the lower end is used to connect the first slide seat 12.

[0064] In this optional embodiment, the first anchoring system 2 includes a first anchor beam structure 21, a first connecting rod 22 and a pull plate structure 23. When the first connecting rod 22 is connected to the platform body 11 and the pull plate 232 structure 23 is removed, the first anchoring system 2 can be connected to the platform body 11. When the first connecting rod 22 is not connected to the platform body 11 and the pull plate structure 23 is installed to the first connecting rod 22 and connected to the first slide 12, the first anchoring system 2 can be connected to the first slide 12, thereby realizing the switching of the first anchoring system 2 between the construction state and the running state.

[0065] Alternatively, if Figure 5 As shown, the first anchor beam structure 21 includes a first lower anchor beam 211, a first jack 212 and a first upper anchor beam 213, the first lower anchor beam 211 is used to be installed on the upper end of the main longitudinal beam 5, the first jack 212 is installed on the upper end of the first lower anchor beam 211, the first upper anchor beam 213 is installed on the upper end of the first jack 212, and the first upper anchor beam 213 and the first lower anchor beam 211 are respectively provided with two upper and lower opposite connecting holes; the first connecting rod 22 is sequentially passed through the two connecting holes.

[0066] It should be noted that the present application does not impose any restrictions on the specific implementation method of the adjustable position of the first anchoring system 2 on the main longitudinal beam 5. For example, the first lower anchoring beam 211 is bolted to the main longitudinal beam 5. When the position of the first anchoring system 2 needs to be adjusted, the bolt connection between the first lower anchoring beam 211 and the main longitudinal beam 5 can be released, and then the first anchoring system 2 is moved along the main longitudinal beam 5. After arriving above the first slide seat 12, the first lower anchoring beam 211 is bolted to the main longitudinal beam 5 again, and the position of the first anchoring system 2 on the main longitudinal beam 5 can be adjusted.

[0067] In this optional embodiment, the first jack 212 is placed between the first lower anchor beam 211 and the first upper anchor beam 213 , and the tension between the first lower anchor beam 211 and the first upper anchor beam 213 can be adjusted to improve the bearing capacity and stability of the first anchor beam structure 21 .

[0068] Alternatively, if Figure 6 As shown, the second anchoring system 3 includes a second anchor beam structure 31, a second connecting rod 32 and a pull rod 33. The second anchor beam structure 31 is used to be installed on the upper end of the main longitudinal beam 5. The upper end of the second connecting rod 32 is connected to the second anchor beam structure 31, and the lower end is used to connect to the platform body 11. The upper end of the pull rod 33 is connected to the second anchor beam structure 31, and the lower end is used to connect to the second slide seat 13.

[0069] It should be noted that the second anchoring system 3 may include eight second connecting rods 32 and two tie rods 33. Four of the eight second connecting rods 32 are arranged on the left and right sides of the main longitudinal beam 5, and one of the two tie rods 33 is arranged on the left and right sides of the main longitudinal beam 5, so as to ensure the stability of the connection between the second anchoring system 3 and the platform body 11 or the second slide 13. It should also be noted that the second connecting rods 32 and tie rods 33 can be used as needed. When the second anchoring system 3 needs to be connected to the platform body 11, the lower end of the second connecting rod 32 can be connected to the platform body 11, and the tie rods 33 can be removed. When the second anchoring system 3 needs to be connected to the second slide 13, the connection between the second connecting rod 32 and the platform body 11 can be released, and the tie rods 33 can be installed on the second anchor beam structure 31, and the lower end of the tie rods 33 can be connected to the second slide 13.

[0070] In this optional embodiment, the second anchoring system 3 includes a second anchor beam structure 31, a second connecting rod 32 and a pull rod 33. When the second connecting rod 32 is connected to the platform body 11 and the pull rod 33 is removed, the second anchoring system 3 can be connected to the platform body 11. When the second connecting rod 32 is not connected to the platform body 11 and the pull rod 33 is installed to the second anchor beam structure 31 and connected to the second slide 13, the second anchoring system 3 can be connected to the second slide 13, thereby realizing the switching of the second anchoring system 3 between the construction state and the running state.

[0071] Alternatively, if Figure 6 As shown, the second anchor beam structure 31 includes a second lower anchor beam 311, a second jack 312 and a second upper anchor beam 313, the second lower anchor beam 311 is used to be installed on the upper end of the main longitudinal beam 5, the second jack 312 is installed on the upper end of the second lower anchor beam 311, the second upper anchor beam 313 is installed on the upper end of the second jack 312, the second upper anchor beam 313 and the second lower anchor beam 311 are respectively provided with two upper and lower opposite mounting holes, and the second lower anchor beam 311 is also provided with a fastening hole extending up and down; the second connecting rod 32 is sequentially penetrated through the two mounting holes, and the pull rod 33 is penetrated through the fastening hole.

[0072] It should be noted that the present application does not impose any restrictions on the specific implementation method of the adjustable position of the second anchoring system 3 on the main longitudinal beam 5. For example, the second lower anchoring beam 311 is bolted to the main longitudinal beam 5. When the position of the second anchoring system 3 needs to be adjusted, the bolt connection between the second lower anchoring beam 311 and the main longitudinal beam 5 can be released, and then the second anchoring system 3 is moved along the main longitudinal beam 5. After arriving above the second slide seat 13, the second lower anchoring beam 311 is bolted to the main longitudinal beam 5 again, and the position of the second anchoring system 3 on the main longitudinal beam 5 can be adjusted.

[0073] In this optional embodiment, the second jack 312 is placed between the second lower anchor beam 311 and the second upper anchor beam 313 , and the tension force between the second lower anchor beam 311 and the second upper anchor beam 313 can be adjusted to improve the bearing capacity and stability of the second anchor beam structure 31 .

[0074] Alternatively, if Figure 6 and Figure 7 As shown, the construction hanging basket structure also includes a positioning frame 7, and the positioning frame 7 includes a clamping plate 71 and a diagonal brace 72. The clamping plate 71 is fixed to the wall of the pull rod 33 and is arranged horizontally. The clamping plate 71 is used to abut against the lower end surface of the main longitudinal beam 5 when the lower end of the pull rod 33 is connected to the second slide seat 13, and the two ends of the diagonal brace 72 are respectively connected to the lower end of the pull rod 33 and the end of the clamping plate 71 away from the pull rod 33.

[0075] In this optional embodiment, the clamping plate 71 can abut against the lower end surface of the main longitudinal beam 5 when the lower end of the pull rod 33 is connected to the second slide seat 13, so as to ensure that the clamping plate 71 will not move up and down, thereby preventing the pull rod 33 from shaking or swinging, thereby improving the stability of the second anchoring system 3; at the same time, the diagonal brace 72 can also better support the clamping plate 71, prevent the clamping plate 71 from deformation, and ensure the abutment effect between the clamping plate 71 and the main longitudinal beam 5.

[0076] Alternatively, if Figure 1As shown, the tensioning mechanism 4 includes a connecting member 41 and a cable 42 . The connecting member 41 is used to be installed on the platform body 11 . One end of the cable 42 is connected to the connecting member 41 , and the other end is used to be connected to the cable anchor structure of the main longitudinal beam 5 .

[0077] In this optional embodiment, since the other end of the inclined cable 42 of the tensioning mechanism 4 is directly connected to the original cable anchor structure of the main longitudinal beam 5, it is possible to avoid adding an additional anchor structure to the main longitudinal beam 5, which is beneficial to reducing construction costs and improving construction efficiency.

[0078] Alternatively, if Figure 1 As shown, the construction hanging basket structure also includes a stop structure 8, which is used to be arranged at the lower end of the main longitudinal beam 5 and located above the platform body 11. For example, the stop structure 8 may include a horizontally arranged stop plate. With this arrangement, the stop structure 8 can stop the upward movement of the platform body 11, thereby preventing the platform body 11 from driving the running track to directly collide with the lower end of the main longitudinal beam 5, thereby deforming the running track and affecting the accuracy of the forward movement.

[0079] Optionally, the construction hanging basket structure also includes a module system 9, which is used to be installed at the upper end of the platform body 11 and located in front of the running track. In this way, the module system 9 can be used as an assembly platform to facilitate the installation of the cantilever and the web on the main longitudinal beam 5.

[0080] An embodiment of the present invention provides a method for moving a hanging basket based on the above-mentioned construction hanging basket structure, such as Figures 8 to 14 As shown, the method for moving the hanging basket of the construction hanging basket structure includes:

[0081] Step S1: after the corresponding segment of the bridge is installed, the module system 9 is removed and the tensioning mechanism 4 is installed;

[0082] Step S2: by means of the tensioning mechanism 4, the first anchoring system 2 and the second anchoring system 3 are respectively converted from the construction state to the running state. In the construction state, the first anchoring system 2 and the second anchoring system 3 are respectively connected to the platform body 11 of the hanging basket platform 1. In the running state, the first anchoring system 2 and the second anchoring system 3 are respectively connected to the first slide 12 and the second slide 13 of the hanging basket platform 1.

[0083] Step S3: dismantling the tensioning mechanism 4;

[0084] Step S4: retracting the hydraulic cylinder 6 to move the platform body 11 forward;

[0085] Step S5: the platform body 11 moves forward to a position;

[0086] Step S6: installing the tensioning mechanism 4, and using the tensioning mechanism 4 to convert the first anchoring system 2 and the second anchoring system 3 from the running state to the construction state respectively;

[0087] Step S7: dismantle the tensioning mechanism 4 and install the module system 9.

[0088] It should be noted that, with respect to “moving the platform body 11 forward by contracting the hydraulic cylinder 6”, the two ends of the hydraulic cylinder 6 can be respectively connected to the position of the front rail 14 located on the second slide 13 and the second slide 13, so that when the hydraulic cylinder 6 contracts, the hydraulic cylinder 6 can drive the front rail 14 to move forward relative to the second slide 13, thereby driving the platform body 11 to move forward.

[0089] In this embodiment, in the method for moving the hanging basket, first, after the installation of the corresponding segment of the bridge is completed, the module system 9 is removed and the tensioning mechanism 4 is installed to prevent the module system 9 from interfering with the movement of the second anchoring system 3; then, the first anchoring system 2 and the second anchoring system 3 are respectively converted from the construction state to the running state with the help of the tensioning mechanism 4, and the tensioning mechanism 4 can provide tension for the platform body 11 when the anchoring system switches the state, so as to ensure the stability of the platform body 11; then, the tensioning mechanism 4 is removed and the platform body 11 is moved forward by contracting the hydraulic cylinder 6 until the platform body 11 moves forward to the position, so as to realize the forward movement of the platform body 11; then, the tensioning mechanism 4 is installed, and the first anchoring system 2 and the second anchoring system 3 are respectively converted from the running state to the construction state with the help of the tensioning mechanism 4, and the tensioning mechanism 4 can provide tension for the platform body 11 when the anchoring system switches the state, so as to ensure the stability of the platform body 11; finally, the tensioning mechanism 4 is removed and the module system 9 is installed, so as to use the module system 9 to perform the segment installation operation, and finally realize the movement of the hanging basket structure. This hanging basket moving method can utilize the tensioning mechanism 4 to bear force when switching the anchoring system state, thereby ensuring the stability of the platform body 11 during the process. At the same time, the overall running track is located below the main longitudinal beam 5, which can avoid conflict with the upper structure of the main longitudinal beam 5 when the running track moves, thereby improving construction safety.

[0090] Alternatively, if Figures 15 to 18 As shown, the converting of the first anchoring system 2 and the second anchoring system 3 from the construction state to the running state respectively by means of the tensioning mechanism 4 includes:

[0091] Step S21: disconnecting the first anchoring system 2 from the platform body 11;

[0092] Step S22: adjusting the position of the first anchoring system 2 relative to the main longitudinal beam 5 so that the first anchoring system 2 is located above the first slide seat 12, and then connecting the first anchoring system 2 to the first slide seat 12;

[0093] Step S23: disconnecting the second anchoring system 3 from the platform body 11;

[0094] Step S24: adjusting the position of the second anchoring system 3 relative to the main longitudinal beam 5 so that the second anchoring system 3 is located above the second slide seat 13, and then connecting the second anchoring system 3 to the second slide seat 13;

[0095] Step S25: The first anchoring system 2 and the second anchoring system 3 drive the hanging basket platform 1 to sink, so that the clamping plate 71 of the clamping frame 7 abuts against the lower end surface of the main longitudinal beam 5. Step S25 can refer to Fig. 9 .

[0096] In this optional embodiment, the method of converting the construction state to the walking state is to first disconnect the first anchoring system 2 from the platform body 11, and then switch the state of the first anchoring system 2. During this process, the second anchoring system 3 has not been disconnected from the platform body 11, and the second anchoring system 3 and the tensioning mechanism 4 can jointly suspend the platform body 11 to ensure its stability; then disconnect the second anchoring system 3 from the platform body 11, and then switch the state of the second anchoring system 3. During this process, the first anchoring system 2 and the tensioning mechanism 4 can jointly suspend the platform body 11 to ensure its stability. That is, in the process of switching the anchoring system state, the two anchoring systems are not disconnected at the same time, but the two anchoring systems are disconnected in succession, which can better ensure the stability of the platform body 11 and is not prone to falling risks.

[0097] Although the present invention is disclosed as above, the protection scope of the present invention is not limited thereto. Those skilled in the art may make various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications will fall within the protection scope of the present invention.

Claims

1. A construction hanging basket structure, characterized in that: Used for bridge construction, comprising a hanging basket platform (1), a first anchoring system (2), a second anchoring system (3) and a tensioning mechanism (4); the hanging basket platform (1) is used to be arranged below the main longitudinal beam (5) of the bridge, the hanging basket platform (1) comprises a platform body (11) extending along the length direction of the main longitudinal beam (5) and a running track arranged at the upper end of the platform body (11) and extending along the length direction of the main longitudinal beam (5), and a first slide seat (12) and a second slide seat (13) are slidably mounted on the running track; the first anchoring system (2) is used to The first anchoring system (2) is installed on the main longitudinal beam (5) and is adjustable in position relative to the main longitudinal beam (5) along its length direction, and the lower end of the first anchoring system (2) is used to connect the platform body (11) or the first slide seat (12); the second anchoring system (3) is installed on the main longitudinal beam (5) and is adjustable in position relative to the main longitudinal beam (5) along its length direction, and the lower end of the second anchoring system (3) is used to connect the platform body (11) or the second slide seat (13); the tensioning mechanism (4) is used to connect the main longitudinal beam (5) and the platform body (11) respectively.

2. The construction hanging basket structure according to claim 1 is characterized in that: The running track comprises a front track (14) and a rear track (15) which are sequentially arranged along the length direction thereof; the rear track (15) comprises a first T-shaped sliding portion extending along the length direction thereof; the front track (14) comprises a second T-shaped sliding portion extending along the length direction thereof; the first slide seat (12) is provided with a first T-shaped sliding groove which is slidably matched with the first T-shaped sliding portion; the second slide seat (13) is provided with a second T-shaped sliding groove which is slidably matched with the second T-shaped sliding portion.

3. The construction hanging basket structure according to claim 1 is characterized in that: The first anchoring system (2) comprises a first anchor beam structure (21), a first connecting rod (22) and a pull plate structure (23); the first anchor beam structure (21) is used to be installed on the upper end of the main longitudinal beam (5); the upper end of the first connecting rod (22) is connected to the first anchor beam structure (21), and the lower end is used to be connected to the platform body (11); the upper end of the pull plate structure (23) is used to be connected to the lower end of the first connecting rod (22), and the lower end is used to be connected to the first slide seat (12).

4. The construction hanging basket structure according to claim 3 is characterized in that: The first anchor beam structure (21) comprises a first lower anchor beam (211), a first jack (212) and a first upper anchor beam (213); the first lower anchor beam (211) is used to be installed on the upper end of the main longitudinal beam (5); the first jack (212) is installed on the upper end of the first lower anchor beam (211); the first upper anchor beam (213) is installed on the upper end of the first jack (212); the first upper anchor beam (213) and the first lower anchor beam (211) are respectively provided with two upper and lower connecting holes; the first connecting rod (22) is sequentially passed through the two connecting holes.

5. The construction hanging basket structure according to claim 1 is characterized in that: The second anchoring system (3) comprises a second anchor beam structure (31), a second connecting rod (32) and a pulling rod (33); the second anchor beam structure (31) is used to be installed on the upper end of the main longitudinal beam (5); the upper end of the second connecting rod (32) is connected to the second anchor beam structure (31), and the lower end is used to be connected to the platform body (11); the upper end of the pulling rod (33) is connected to the second anchor beam structure (31), and the lower end is used to be connected to the second slide seat (13).

6. The construction hanging basket structure according to claim 5 is characterized in that: The second anchor beam structure (31) comprises a second lower anchor beam (311), a second jack (312) and a second upper anchor beam (313); the second lower anchor beam (311) is used to be installed on the upper end of the main longitudinal beam (5); the second jack (312) is installed on the upper end of the second lower anchor beam (311); the second upper anchor beam (313) is installed on the upper end of the second jack (312); the second upper anchor beam (313) and the second lower anchor beam (311) are respectively provided with two upper and lower opposite mounting holes; the second lower anchor beam (311) is also provided with a fastening hole extending up and down; the second connecting rod (32) is sequentially passed through the two mounting holes, and the pull rod (33) is passed through the fastening hole.

7. The construction hanging basket structure according to claim 5 is characterized in that: It also includes a positioning frame (7), the positioning frame (7) includes a clamping plate (71) and a diagonal brace (72), the clamping plate (71) is fixed to the wall of the pull rod (33) and is arranged horizontally, the clamping plate (71) is used to abut against the lower end surface of the main longitudinal beam (5) when the lower end of the pull rod (33) is connected to the second slide seat (13), and the two ends of the diagonal brace (72) are respectively connected to the lower end of the pull rod (33) and the end of the clamping plate (71) away from the pull rod (33).

8. The construction hanging basket structure according to claim 1 is characterized in that: The tensioning mechanism (4) comprises a connecting member (41) and a cable (42), wherein the connecting member (41) is used to be installed on the platform body (11), and one end of the cable (42) is connected to the connecting member (41), and the other end is used to be connected to the cable anchoring structure of the main longitudinal beam (5).

9. A method for moving a hanging basket based on the construction hanging basket structure according to any one of claims 1 to 8, characterized in that: include: After the corresponding segment of the bridge is installed, the module system (9) is removed and the tensioning mechanism (4) is installed; The first anchoring system (2) and the second anchoring system (3) are respectively converted from a construction state to a running state by means of the tensioning mechanism (4); in the construction state, the first anchoring system (2) and the second anchoring system (3) are respectively connected to a platform body (11) of the hanging basket platform (1); in the running state, the first anchoring system (2) and the second anchoring system (3) are respectively connected to a first slide seat (12) and a second slide seat (13) of the hanging basket platform (1); Dismantling the tensioning mechanism (4); The platform body (11) moves forward by contracting the hydraulic cylinder (6); The platform body (11) moves forward to a position; Installing the tensioning mechanism (4), and using the tensioning mechanism (4) to convert the first anchoring system (2) and the second anchoring system (3) from the running state to the construction state respectively; The tensioning mechanism (4) is removed and the module system (9) is installed.

10. The method for moving a hanging basket of a construction hanging basket structure according to claim 9, characterized in that: The step of converting the first anchoring system (2) and the second anchoring system (3) from the construction state to the running state respectively by means of the tensioning mechanism (4) comprises: Disconnecting the first anchoring system (2) from the platform body (11); Adjusting the position of the first anchoring system (2) relative to the main longitudinal beam (5) so that the first anchoring system (2) is located above the first slide seat (12), and then connecting the first anchoring system (2) to the first slide seat (12); Disconnecting the second anchoring system (3) from the platform body (11); Adjusting the position of the second anchoring system (3) relative to the main longitudinal beam (5) so that the second anchoring system (3) is located above the second slide seat (13), and then connecting the second anchoring system (3) to the second slide seat (13); The hanging basket platform (1) is driven to sink by the first anchoring system (2) and the second anchoring system (3), so that the clamping plate (71) of the clamping frame (7) abuts against the lower end surface of the main longitudinal beam (5).

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