Trackless triangular hanging basket suspension casting construction device and control system

Abstract

The invention discloses a trackless triangular hanging basket suspension casting construction device and a control system, and relates to the technical field of bridge construction. And anchoring the walking structure. The first walking part and the second walking part are used for integrally driving the bearing structure, the upper cross beam supporting structure, the lower cross beam supporting structure and the bottom die supporting structure to carry out walking pouring construction. Meanwhile, by adjusting the lifting height between the inner mold supporting assembly and the bearing structure, the requirement for supporting and adjusting the formwork between every two transverse partition plates is met, the lifting height of the inner mold supporting assembly can be integrally adjusted according to the arrangement condition between the transverse partition plates, the process of repeatedly disassembling and assembling the inner mold supporting assembly is not needed, and the working efficiency is improved. And the construction efficiency of each section of the bridge is effectively improved. Therefore, the defect that in the prior art, a traditional hanging basket structure cannot be adjusted in a self-adaptive mode according to the arrangement of the transverse partition plates is effectively overcome.

Description

Technical Field

[0001] The present invention relates to the technical field of bridge construction, and in particular to a trackless triangular hanging basket suspended pouring construction device and a control system. Background Art

[0002] Cable-stayed bridges, as a type of bridge structure for bridge transportation, are constructed using multi-segment splicing and suspended casting. Each segment includes a double-sided box girder and a large number of diaphragms in the middle. During suspended casting, the placement of the diaphragms requires the use of a traditional hanging basket structure. This requires repeated disassembly, installation, and adjustment of the basket formwork based on the number and location of the diaphragms. Consequently, the construction period for a single bridge segment is long, which can affect overall bridge construction efficiency. Summary of the Invention

[0003] The purpose of the present invention is to solve the problem in the prior art that the traditional hanging basket structure cannot be adaptively adjusted for the layout of the transverse partition, and to propose a trackless triangular hanging basket suspended pouring construction device and control system.

[0004] In order to achieve the above object, the present invention adopts the following technical solutions: In a first aspect, the present invention provides a trackless triangular hanging basket suspended pouring construction device, comprising: A load-bearing structure, wherein the load-bearing structure is arranged on the bridge body that has been cast and connected to the bridge body that has been cast; An anchoring walking structure, the anchoring walking structure is arranged at one end of the load-bearing structure, the anchoring walking structure is anchored and connected to the bridge body that has been cast, and the anchoring walking structure is used to anchor the load-bearing structure to the bridge body that has been cast; A plurality of first walking parts, each of which is provided on a bridge body that has been cast and constructed, and is respectively connected to the bottom end of the load-bearing structure, and is used to drive the load-bearing structure to adjust its construction position; A bottom formwork support structure, the bottom formwork support structure is arranged at the bottom of the other end of the load-bearing structure, and the bottom formwork support structure is used to provide formwork support for the bridge body being cast at the other end of the load-bearing structure; Two walking frame structures, the two walking frame structures are symmetrically arranged on both sides of the bridge body that has been cast, one end of the walking frame structure is connected to the bridge body that has been cast, and the other end of the walking frame structure is connected to the bottom form support structure; An inner formwork support assembly is provided in the middle of the bottom formwork support structure, one end of the inner formwork support assembly is connected to the bottom formwork support structure, and the other end of the inner formwork support assembly passes through the load-bearing structure and is anchored to the load-bearing structure. The inner formwork support assembly is used to provide formwork support for the pouring construction of the bridge body area between each two transverse diaphragms; Two second walking parts, the two second walking parts are symmetrically arranged on both sides of the bridge body that has completed the pouring construction, the two second walking parts are respectively connected to the two walking frame structures, and the second walking parts are used to drive the walking frame structure to realize the overall movement of the upper beam support structure, the lower beam support structure and the bottom formwork support structure; A lower crossbeam support structure, which is arranged on the bottom mold support structure and located on both sides of the inner mold support assembly, and is used to provide formwork support for the casting construction of the double-sided box main beam; An upper crossbeam support structure is provided at the other end of the load-bearing structure, one end of the upper crossbeam support structure is connected to the load-bearing structure, and the other end of the upper crossbeam support structure is anchored to the lower crossbeam support structure and the bottom mold support structure respectively.

[0005] In a feasible solution, the load-bearing structure includes: A plurality of load-bearing beams, wherein the plurality of load-bearing beams are arranged in parallel on the completed cast bridge body, one end of the load-bearing beam is connected to the anchoring walking structure, and the other end of the load-bearing beam extends to the outside of the completed cast bridge body, and the first walking portion is arranged at the bottom end of the load-bearing beam; A plurality of reinforcement frames, wherein the plurality of reinforcement frames are arranged between two adjacent load-bearing beams, and the reinforcement frames are used to connect the two adjacent load-bearing beams as a whole; A plurality of reinforcing rods are symmetrically arranged in pairs on both sides of the load-bearing beam, and the reinforcing rods are used to strengthen the overall supporting strength of the load-bearing beam and the reinforcement frame.

[0006] In a feasible solution, the load-bearing beam is provided with a plurality of propulsion holes, and the first walking part includes: A first walking support, wherein the first walking support is arranged on the bridge body that has been cast and constructed, and the first walking support is fixedly connected to the bridge body that has been cast and constructed; A connecting slide, the connecting slide being arranged on the first traveling support, and the load-bearing beam sliding on the connecting slide; A first walking support plate, the first walking support plate is arranged on one side of the first walking support, and the first walking support plate is slidably connected to the load-bearing beam; a first traveling power member, the first traveling power member being arranged between the first traveling support plate and the first traveling support, one end of the first traveling power member being connected to the first traveling support, and the other end of the first traveling power member being connected to the first traveling support plate; A walking card, the walking card is spindle-shaped, the walking card is vertically hinged to the first walking support plate, one end of the walking card passes through the first walking support plate and is connected to the propulsion hole; Among them, a stopper is provided at the other end of the walking card, and the stopper is located at the walking card away from the first walking power part. The stopper is used to cooperate with the walking card to be inserted into the propulsion hole to allow the load-bearing beam to slide on the first walking support plate and the connecting slide plate.

[0007] In a feasible solution, the anchoring walking structure includes: An anchoring portion, the anchoring portion is provided on the load-bearing beam, and the anchoring portion is located on the bridge body that has been cast, one end of the anchoring portion is sleeved on the load-bearing beam, and the other end of the anchoring portion passes through the bridge body that has been cast and is anchored to the bridge body that has been cast; The third walking part is arranged on the bridge body that has been cast and constructed. One end of the third walking part is slidably connected to the load-bearing beam, and the other end of the third walking part passes through the bridge body that has been cast and constructed, and is anchored to the bridge body that has been cast and constructed.

[0008] In a feasible solution, the anchoring portion includes: Four first anchoring plates, each of which is symmetrically arranged in pairs to form two anchoring groups, the two anchoring groups being arranged in parallel on the load-bearing beam, with the bottoms of the anchoring groups abutting against the load-bearing beam; Four second anchor cables are symmetrically arranged in pairs to form two anchor cable groups. Two groups of anchor lock groups pass through the two anchor groups respectively. One end of the anchor cable group can be anchored to the anchor group through an anchor bolt, and the other end of the anchor lock group passes through the bridge body that has been completed cast and is anchored to the bridge body that has been completed cast.

[0009] In a feasible solution, the third walking part includes: A plurality of second anchor plates, wherein the plurality of second anchor plates are arranged in parallel on the bridge body that has been cast and constructed, and a plurality of I-shaped support plates are arranged vertically and crosswise on the plurality of second anchor plates; a plurality of third anchor plates, the plurality of third anchor plates being arranged on a plurality of I-shaped support plates, the plurality of third anchor plates being arranged perpendicularly and crosswise with the plurality of I-shaped support plates, and the second anchor plates being arranged parallel to the third anchor plates; a third walking support plate, the third walking support plate being arranged on the third anchor plate, and the third walking support plate being located at the bottom and both sides of the load-bearing beam; Four third anchor cables, each of the four third anchor cables being symmetrically arranged in pairs on both sides of the second anchor plate, one end of each third anchor cable passing through the third walking support plate and being anchored to the third walking support plate by an anchor bolt, and the other end of each third anchor cable being anchored to the bridge body that has been cast; A plurality of third pulleys, wherein the plurality of third pulleys are symmetrically arranged in pairs on the inner side of the third walking support plate, and the plurality of third pulleys are respectively located on both sides of the load-bearing beam, and the third pulleys are slidably connected to the load-bearing beam; The fourth pulley is arranged at the bottom end of the load-bearing beam, and the fourth pulley is rotatably connected to the third walking support plate.

[0010] In a feasible solution, the bottom mold support structure includes: A bottom support frame, the bottom support frame is arranged at the bottom of one end of the load-bearing beam away from the anchored walking structure, one side of the bottom support frame is located in the area ready for pouring construction, the bottom support frame is slidably connected to the bridge body that has completed pouring construction through the second walking portion, and the bottom support frame is anchored to the bridge body that has completed pouring construction near the second walking portion; A bottom load-bearing frame, which is arranged in the middle of the bottom support frame and is used to accommodate the inner mold support assembly located in the diaphragm area; Two side side frames, the two side side frames are arranged on the bottom support frame, the two side side frames are symmetrically arranged on both sides of the bottom support frame, and the two side side frames are used to support the supporting formwork located on the double-sided box main beams of the bridge body.

[0011] In a feasible solution, the inner mold support assembly includes: A plurality of lifting cables, each of which is provided on the bottom load-bearing frame, one end of each of which is anchored to the bottom load-bearing frame, and the other end of each of which passes through a load-bearing beam in the load-bearing structure and is anchored to the load-bearing beam, the lifting cables being used to adjust the support height of the inner mold support assembly on the bottom load-bearing frame to the diaphragm construction area; An inner supporting frame, the inner supporting frame being arranged on the bottom load-bearing frame and having a square shape; An inner top formwork, the inner top formwork being arranged on the inner support frame and used for providing formwork support on the inner support frame and on the top of the diaphragm construction area; a plurality of first side panels, the plurality of first side panels being arranged in parallel on the inner support frame away from the anchoring walking structure, the first side panels being used to provide formwork support for one side of the diaphragm construction area on the inner support frame; Two second side panels, the two second side panels being symmetrically arranged on both sides of the inner support frame, and the two second side panels being used to provide formwork support for the remaining side edges of the diaphragm construction area on the inner support frame; a plurality of first deflection power members, wherein the plurality of first deflection power members are vertically arranged on the side of the inner support frame, and the first side plate and the second side plate are connected to the inner support frame through the plurality of first deflection power members; The extension and retraction directions of the first deflection power member connected to the first side plate and the first deflection power member connected to the second side plate are perpendicular.

[0012] In a feasible solution, the walking frame structure includes: a walking frame body, the walking frame body is C-shaped, the inner bottom of the C-shape of the walking frame body is connected to the bottom support frame, the inner top of the C-shape of the walking frame body is located on both sides of the bridge body that has been completed casting construction, the walking frame body is slidably connected to the second walking part, and the walking frame body slides on both sides of the bridge body that has been completed casting construction through the second walking part.

[0013] In a second aspect, the present invention provides a trackless triangular hanging basket suspended pouring construction control system, which adopts a trackless triangular hanging basket suspended pouring construction device according to any one of the first aspects, and the construction control system further includes: A sensor monitoring module is provided on the construction device and is used to monitor the construction stress and construction status of the construction device in real time; A walking drive module, the walking drive module being electrically connected to the first walking part, the second walking part, and the third walking part respectively, and the walking drive module being used to control the first walking part, the second walking part, and the third walking part to operate; An imaging monitoring module is provided along the construction direction of the construction device, and is used to monitor the overall construction direction status of the construction device.

[0014] The beneficial effects of the present invention are: The present application utilizes the first walking part and the second walking part to drive the load-bearing structure, the upper beam support structure, the lower beam support structure and the bottom die support structure to walk and pour construction. Meanwhile, the lifting height between the inner die support assembly and the load-bearing structure is adjusted to meet the support adjustment requirements between every two diaphragm plates, the lifting height of the inner die support assembly can be adjusted according to the layout of the diaphragm plates, the process of repeatedly disassembling and installing the inner die support assembly is not needed, and the construction efficiency of each segment of the bridge is effectively improved. That is, the above-mentioned shortcomings that the traditional hanging basket structure cannot be self-adaptively adjusted according to the layout of the diaphragm plate are effectively solved. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is a whole structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 2 It is a whole structure explosion schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 3 It is a load-bearing structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 4 It is an anchoring walking structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 5 It is a first walking part structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 6 It is a first walking part partial structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 7 It is a first part schematic diagram of an anchoring walking structure of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 8 It is a second part schematic diagram of an anchoring walking structure of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 9 It is a bottom support frame structure schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 10 It is a bottom support frame explosion schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 11 It is an inner die support structure explosion schematic diagram of a trackless triangular hanging basket suspension pouring construction device provided in an embodiment of the present application; Figure 12This is a schematic diagram of the outer formwork structure in the middle and outer sides of a trackless triangular hanging basket suspended pouring construction device provided in an embodiment of the present invention; Figure 13 This is a schematic structural diagram of a second outer support assembly in a trackless triangular hanging basket suspended pouring construction device provided in an embodiment of the present invention; Figure 14 Schematic diagram of the upper beam support structure of a trackless triangular hanging basket suspended pouring construction device provided in an embodiment of the present invention; Figure 15 This is a schematic structural diagram of the second walking part in a trackless triangular hanging basket suspended pouring construction device provided in an embodiment of the present invention.

[0016] The markings in the figure are as follows: 1. Bridge; 11. Diaphragm; 2. Load-bearing structure; 21. Load-bearing beam; 211. Propulsion hole; 22. Reinforcement frame; 23. First traveling portion; 231. First traveling support; 232. Connecting slide; 233. First pulley; 234. First traveling power member; 235. First traveling support plate; 2351. Traveling clamp; 2352. Second pulley; 24. Reinforcement rod; 3. Upper crossbeam support structure; 31. First construction channel; 32. First anchor cable; 33. Second construction channel; 34. First anchor rod; 341. Connecting cable; 4. Lower beam support structure; 41. Bottom side formwork; 42. Third construction channel; 5. Bottom formwork support structure; 51. Outer middle formwork; 52. Inner formwork support assembly; 521. Lifting cables; 522. Inner support frame; 523. Inner top formwork; 524. First side plate; 525. Second side plate; 526. First deflection power member; 53. First outer support assembly; 531. Flip support frame; 532. Third side plate; 533. Second deflection power member; 54. Bottom support frame; 541. Bottom load-bearing frame; 6. Second outer support assembly; 61. Fourth side plate; 62. Third deflection power member; 63. Fourth construction channel; 7. Walking frame structure; 71. Second walking part; 711. Walking track; 7111. Walking hole; 712. Second walking support; 713. Second walking power member; 714. Second walking support plate; 72. Walking frame; 73. Side frame; 731. Second anchoring rod; 8. Anchoring walking structure; 81. Anchoring part; 811. First anchoring plate; 812. Second anchoring cable; 82. Third walking part; 821. Third anchoring cable; 822. Second anchoring plate; 823. Third anchoring plate; 824. Third walking support plate; 8241. Third pulley; 825. Fourth pulley. DETAILED DESCRIPTION

[0017] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without making any creative efforts shall fall within the scope of protection of the present invention.

[0018] It should be noted that all directional indications (such as up, down, left, right, front, back, etc.) in the embodiments of the present invention are only used to explain the relative position relationship, movement status, etc. between the various components under a certain specific posture (as shown in the accompanying drawings). If the specific posture changes, the directional indication will also change accordingly.

[0019] In the present invention, unless otherwise specified or limited, the terms "connection" and "fixation" should be understood in a broad sense. For example, "fixation" can mean fixed connection, detachable connection, or integration; mechanical connection or electrical connection; direct connection or indirect connection through an intermediate medium; internal communication between two elements or interaction between two elements, unless otherwise specified. Those skilled in the art will be able to understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0020] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only for descriptive purposes and cannot be understood as indicating or suggesting their relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of such features. In addition, the meaning of "and / or" appearing throughout the text includes three parallel schemes. Taking "A and / or B" as an example, it includes scheme A, or scheme B, or a scheme in which A and B are satisfied at the same time. In addition, the technical solutions between the various embodiments can be combined with each other, but it must be based on the ability of ordinary technicians in this field to implement. When the combination of technical solutions is mutually contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

[0021] Reference Figures 1 to 12In order to solve the above-mentioned shortcoming of the conventional hanging basket structure in the prior art that is unable to perform adaptive adjustment for the layout of the diaphragm 11, the present invention provides a trackless triangular hanging basket suspended pouring construction device in this embodiment. The construction device includes: a load-bearing structure 2, an anchoring walking structure 8, a plurality of first walking parts 23, an upper beam support structure 3, a lower beam support structure 4, a bottom mold support structure 5, an inner mold support assembly 52, two second walking parts 71 and two walking frame structures 7. The load-bearing structure 2 is arranged on the bridge body 1 that has been completed with the pouring construction. The load-bearing structure 2 is connected to the bridge body 1 that has been completed with the pouring construction. The load-bearing structure 2 is used to construct a stable support and load-bearing construction environment. The anchoring walking structure 8 is arranged at one end of the load-bearing structure 2. The anchoring walking structure 8 is anchored to the bridge body 1 that has been completed with the pouring construction. The anchoring walking structure 8 is used to anchor the load-bearing structure 2 to the bridge body 1 that has been completed with the pouring construction to ensure the stable operation of the entire construction device. A plurality of first walking parts 23 are arranged on the bridge body 1 that has completed casting construction, and the plurality of first walking parts 23 are respectively connected to the bottom end of the load-bearing structure 2, and the first walking parts 23 are used to drive the load-bearing structure 2 to adjust the construction position. The bottom form support structure 5 is arranged at the bottom of the other end of the load-bearing structure 2, and the bottom form support structure 5 is used to provide formwork support for the bridge body 1 that is being cast at the other end of the load-bearing structure 2. The two walking frame structures 7 are symmetrically arranged on both sides of the bridge body 1 that has completed casting construction, one end of the walking frame structure 7 is connected to the bridge body 1 that has completed casting construction, and the other end of the walking frame structure 7 is connected to the bottom form support structure 5, and the walking frame structure 7 is used to strengthen the overall connection between the bottom form support structure 5 and the bridge body 1 that has completed casting construction. The inner mold support assembly 52 is arranged in the middle of the bottom mold support structure 5. One end of the inner mold support assembly 52 is connected to the bottom mold support structure 5. The other end of the inner mold support assembly 52 passes through the load-bearing structure 2 and is anchored to the load-bearing structure 2. The inner mold support assembly 52 is used to provide formwork support for the pouring construction of the bridge body 1 area between each two cross partitions 11. Two second walking parts 71 are symmetrically arranged on both sides of the bridge body 1 that has completed the pouring construction. The two second walking parts 71 are respectively connected to the two walking frame structures 7. The second walking parts 71 are used to drive the walking frame structure 7 to achieve the overall movement of the upper crossbeam support structure 3, the lower crossbeam support structure 4 and the bottom mold support structure 5, so as to achieve the overall movement of the construction device in coordination with the first walking part 23. The lower crossbeam support structure 4 is arranged on the bottom mold support structure 5 and is located on both sides of the inner mold support assembly 52. ​​The lower crossbeam support structure 4 is used to provide formwork support for the pouring construction of the double-sided box main beam.The upper beam support structure 3 is arranged at the other end of the load-bearing structure 2, one end of the upper beam support structure 3 is connected with the load-bearing structure 2, and the other end of the upper beam support structure 3 is respectively connected with the lower beam support structure 4 and the bottom mold support structure 5 in anchoring mode, so as to integrally connect the load-bearing structure 2, the lower beam support structure 4, the bottom mold support structure 5, the walking frame structure 7 and the bottom mold support structure 5, and ensure the overall stability of the construction device. In this embodiment, first, the anchoring walking structure 8 is arranged at one end of the load-bearing structure 2, so that the load-bearing structure 2 can be integrally anchored with the bridge body 1 which has completed pouring construction, and then the bottom mold support structure 5, the inner mold support assembly 52, the upper beam support structure 3 and the lower beam support structure 4 are sequentially arranged at the other end of the load-bearing structure 2, so as to support the formwork of the bridge body 1 which is ready for pouring construction, and the first walking part 23 and the second walking part 71 integrally drive the load-bearing structure 2, the upper beam support structure 3, the lower beam support structure 4 and the bottom mold support structure 5 to walk and pour. At the same time, the lifting height between the inner mold support assembly 52 and the load-bearing structure 2 is adjusted, the lifting height of the inner mold support assembly 52 is adjusted according to the arrangement of the transverse webs 11, the inner mold support assembly 52 does not need to be repeatedly disassembled and installed, the construction efficiency of each segment of the bridge is effectively improved, and the above-mentioned shortcomings of the conventional hanging basket structure which cannot be adaptively adjusted according to the arrangement of the transverse webs 11 are effectively solved.

[0022] Referring to Figure 1 , Figure 2 , Figure 3 The load-bearing structure 2 comprises a plurality of load-bearing beams 21, a reinforcing frame 22 and a reinforcing rod 24. The plurality of load-bearing beams 21 are arranged in parallel on the bridge body 1 which has completed pouring construction, one end of the load-bearing beam 21 is connected with the anchoring walking structure 8, and the other end of the load-bearing beam 21 extends to the outside of the bridge body 1 which has completed pouring construction, so as to facilitate subsequent construction of the formwork of the bridge body 1 which is ready for pouring construction, the first walking part 23 is arranged at the bottom end of the load-bearing beam 21, and the load-bearing beam 21 walks on the bridge body 1 which has completed pouring construction through the first walking part 23. The plurality of reinforcing frames 22 are arranged between every two adjacent load-bearing beams 21, the reinforcing frame 22 is used for integrally connecting every two adjacent load-bearing beams 21, and ensuring the support and stability of the load-bearing structure 2. The plurality of reinforcing rods 24 are symmetrically arranged on both sides of the load-bearing beam 21, and the reinforcing rod 24 is used for reinforcing the overall support strength of the load-bearing beam 21 and the reinforcing frame 22.

[0023] Referring to Figure 1 , Figure 3 , Figure 4 , Figure 5 , Figure 6In this embodiment, a plurality of propulsion holes 211 are provided on the load-bearing beam 21, and the first walking part 23 drives the load-bearing beam 21 to move through the plurality of propulsion holes 211. In order to facilitate the description of the structure of the first walking part 23, one of the first walking parts 23 is taken as an example. Specifically, the first walking part 23 includes: a first walking support 231, a connecting slide 232, a first walking power part 234, a first walking support plate 235 and a walking clamp 2351. The first walking support 231 is provided on the bridge body 1 that has been cast, and the first walking support 231 is fixedly connected to the bridge body 1 that has been cast. The connecting slide 232 is provided on the first walking support 231, and the load-bearing beam 21 slides on the connecting slide 232. The first walking support plate 235 is provided on one side of the first walking support 231, and the first walking support plate 235 is slidably connected to the load-bearing beam 21. The first walking power component 234 is arranged between the first walking support plate 235 and the first walking support 231. One end of the first walking power component 234 is connected to the first walking support 231, and the other end of the first walking power component 234 is connected to the first walking support plate 235. The first walking power component 234 adjusts the distance between the first walking support 231 and the first walking support plate 235 by continuously extending and retracting. The walking card 2351 is in the shape of a spindle with the middle part gradually narrowing at both ends. The walking card 2351 is vertically hinged on the first walking support plate 235. One end of the walking card 2351 passes through the first walking support plate 235 and is connected to the propulsion hole 211. A stopper (not marked in the figure) is provided at the other end of the walking card 2351. The stopper is located at the walking card 2351 away from the first walking power component 234. The stopper is used to cooperate with the walking card 2351 to insert into the propulsion hole 211 to allow the load-bearing beam 21 to slide on the first walking support plate 235 and the connecting slide 232. That is, in this embodiment, the first walking support 231 supports the connecting slide 232 as a whole. When the load-bearing beam 21 needs to be moved, the first walking power component 234 extends to drive the first walking support plate 235 to move and slide on the load-bearing beam 21, and at the same time, one end of the walking card 2351 on the first walking support plate 235 is inserted into the propulsion hole 211. At this time, the stopper allows the walking card 2351 to be engaged with the load-bearing beam 21 through the propulsion hole 211, and then follows the first walking power component 234 to push the load-bearing beam 21 to slide on the connecting slide 232; when the first walking power component 234 retracts and resets, the walking card 2351 disengages from the propulsion hole 211, and at the same time, the first walking support plate 235 slides back on the load-bearing beam 21, so that the first walking power component 234 repeatedly pushes the load-bearing beam 21 through the walking card 2351 and multiple propulsion holes 211, completing the walking work of the load-bearing beam 21.In the embodiment, in order to realize the more smooth walking of the load-bearing beam 21 through the first walking part 23, the first walking part 23 further comprises: a plurality of first pulleys 233 and second pulleys 2352, the plurality of first pulleys 233 are respectively arranged symmetrically on the inside of the connecting slide plate 232, and the plurality of first pulleys 233 are arranged symmetrically in pairs on the two sides of the load-bearing beam 21, and the load-bearing beam 21 slides on the connecting slide plate 232 through the first pulleys 233. The plurality of second pulleys 2352 are respectively arranged symmetrically on the inside of the first walking support plate 235, and the plurality of second pulleys 2352 are arranged symmetrically in pairs on the two sides of the load-bearing beam 21, and the load-bearing beam 21 slides on the first walking support plate 235 through the second pulleys 2352.

[0024] With reference to Figure 1 , Figure 2 , Figure 3 , Figure 7 and Figure 8As shown, in this embodiment, the anchoring walking structure 8 is set according to the number of load-bearing beams 21, and the anchoring walking structure 8 can be adjusted according to the working status of the load-bearing beams 21. That is, when the load-bearing beams 21 need to move, the anchoring walking structure 8 releases the anchoring between the bridge body 1 and the load-bearing beams 21, and when anchoring is required, the anchoring walking structure 8 anchors and locks the load-bearing beams 21 and the bridge body 1. In order to facilitate the description of the structure of the anchoring walking structure 8, an example of the anchoring walking structure 8 is given. Specifically, the anchoring walking structure 8 includes: an anchoring portion 81 and a third walking portion 82. The anchoring portion 81 is provided on the load-bearing beam 21, and the anchoring portion 81 is located on the bridge body 1 that has been cast. One end of the anchoring portion 81 is sleeved on the load-bearing beam 21, and the other end of the anchoring portion 81 passes through the bridge body 1 that has been cast, and is anchored to the bridge body 1 that has been cast. The third walking portion 82 is arranged on the bridge body 1 that has been cast and constructed. One end of the third walking portion 82 is slidably connected to the load-bearing beam 21, and the other end of the third walking portion 82 passes through the bridge body 1 that has been cast and constructed, and is anchored to the bridge body 1 that has been cast and constructed. The third walking portion 82 is used to slide with the load-bearing beam 21 when the load-bearing beam 21 needs to move. Specifically, the anchoring portion 81 includes: four first anchoring plates 811 and four second anchoring cables 812. The four first anchoring plates 811 are symmetrically arranged in pairs to form two anchoring groups. The two anchoring groups are arranged in parallel on the load-bearing beam 21, and the bottom of the anchoring group abuts against the load-bearing beam 21. The four second anchor cables 812 are symmetrically arranged in pairs, forming two anchor cable groups. The two anchor lock groups respectively penetrate the two anchor groups. One end of the anchor cable group can be anchored to the anchor group via an anchor bolt. The other end of the anchor lock group penetrates the bridge body 1 that has been cast and can be anchored to the bridge body 1 that has been cast and connected via an anchor bolt. In this embodiment, in order to facilitate adjustment of the anchoring height and anchoring stability of the first anchor plate 811 to the load-bearing beam 21, the two first anchor plates 811 in each anchor cable group are anchored by anchor bolts, and at least two anchor sleeves are provided between the two first anchor plates 811 in each anchor group. The height of the anchor sleeve is higher than the anchoring height of the first anchor plate 811 abutting the load-bearing beam 21. That is, when the anchor height needs to be adjusted, the anchor bolts on the first anchor plate 811 abutting the load-bearing beam 21 are rotated and adjusted. At this time, the anchor sleeve remains stationary, which means that it is not necessary to rotate and adjust all the anchor bolts in each anchor group. This reduces the number of rotation adjustment steps and ensures that the load-bearing beam 21 does not tip over. In this embodiment, the third walking portion 82 includes: four third anchor cables 821, multiple second anchor plates 822, a third anchor plate 823, a third walking support plate 824, and multiple third pulleys 8241 and a fourth pulley 825.Multiple second anchor plates 822 are arranged parallel to the already cast bridge body 1. Several I-shaped support plates (not shown) are arranged perpendicularly across the multiple second anchor plates 822. Multiple third anchor plates 823 are arranged perpendicularly across the multiple I-shaped support plates. The second anchor plates 822 are arranged parallel to the third anchor plates 823. The third running support plates 824 are arranged on the third anchor plates 823 and are located at the bottom and both sides of the load-bearing beam 21. Four third anchor cables 821 are symmetrically arranged on either side of the second anchor plates 822. One end of each third anchor cable 821 passes through the third running support plate 824 and is anchored to the third running support plate 824 via anchor bolts. The other end of each third anchor cable 821 is anchored to the already cast bridge body 1. Multiple third pulleys 8241 are symmetrically arranged in pairs on the inner side of the third walking support plate 824. The multiple third pulleys 8241 are located on both sides of the load-bearing beam 21 and are slidably connected to the load-bearing beam 21 to facilitate movement of the load-bearing beam 21. The fourth pulley 825 is disposed at the bottom end of the load-bearing beam 21 and is rotatably connected to the third walking support plate 824. In other words, in this embodiment, when the load-bearing beam 21 needs to move, both sides of the load-bearing beam 21 move on the third walking support plate 824 via the third pulleys 8241, and the bottom of the load-bearing beam 21 moves on the third walking support plate 824 via the fourth pulley 825. Simultaneously, the load-bearing beam 21 is anchored and locked to the bridge body 1 via the second anchor plate 822 and the third anchor plate 823 using the third anchor cable 821.

[0025] Reference Figure 1 、 Figure 2 、 Figure 9 and Figure 10The bottom formwork support structure 5 includes: a bottom support frame 54, a bottom load-bearing frame 541 and two side frames 73. The bottom support frame 54 is arranged at the bottom of the end of the load-bearing beam 21 away from the anchoring walking structure 8. One side of the bottom support frame 54 is located in the area where pouring construction is prepared. The bottom support frame 54 is slidably connected to the bridge body 1 that has completed pouring construction through the second walking part 71. The bottom support frame 54 is slidably connected to the bridge body 1 that has completed pouring construction through the load-bearing structure 2 and the first walking part 23. The bottom support frame 54 is anchored to the bridge body 1 that has completed pouring construction near the second walking part 71 through the second anchoring rod 731. The bottom load-bearing frame 541 is arranged in the middle of the bottom support frame 54. The bottom load-bearing frame 541 is used to accommodate the inner formwork support assembly 52 located in the area of ​​the diaphragm 11. The two side frames 73 are arranged on the bottom support frame 54, and the two side frames 73 are symmetrically arranged on both sides of the bottom support frame 54. The two side frames 73 are used to support the support formwork of the double-sided box main beam located on the bridge body 1. That is, in this embodiment, the bottom support frame 54 is provided to respectively support the inner form support assembly 52 located in the construction area of ​​the transverse diaphragm 11 and the two side frames 73 of the formwork located in the construction area of ​​the double-sided box main beam. On the one hand, it ensures the safety and stability of the construction. On the other hand, it also allows the bottom support frame 54 to be slidably connected to the bridge body 1 that has been cast through the second walking part 71. The bottom support frame 54 is slidably connected to the bridge body 1 that has been cast through the load-bearing structure 2 and the first walking part 23, and then it can drive the entire construction device to perform walking construction and casting.

[0026] Refer to the figure Figure 9 、 Figure 10 and Figure 11In this embodiment, the inner formwork support assembly 52 is mounted on the bottom bearing frame 541 of the bottom support frame 54. The inner formwork support assembly 52 extends through the completed bridge body 1 and is anchored to the load-bearing structure 2. This allows the support height of the inner formwork support assembly 52 to be adjusted according to the placement of the diaphragms 11 during movement of the entire construction apparatus, thereby preventing interference with the movement of the entire construction apparatus. Specifically, the inner formwork support assembly 52 comprises a plurality of lifting cables 521, an inner support frame 522, an inner top formwork 523, two first side panels 524, and two second side panels 525. A plurality of lifting cables 521 are provided on the bottom bearing frame 541. One end of the plurality of lifting cables 521 is anchored to the bottom bearing frame 541. The other end of the plurality of lifting cables 521 passes through the bearing beam 21 in the bearing structure 2 and is anchored to the bearing beam 21. The lifting cables 521 are used to adjust the support height of the inner mold support assembly 52 on the bottom bearing frame 541 relative to the construction area of ​​the diaphragm 11, so as to avoid interference with the formwork during walking. The inner support frame 522 is provided on the bottom bearing frame 541. The inner support frame 522 is square in shape and is arranged to follow the size of the construction area of ​​the diaphragm 11. The inner top formwork 523 is provided on the inner support frame 522 and is used to provide formwork support on the inner support frame 522 and the top of the construction area of ​​the diaphragm 11. Multiple first side panels 524 are arranged in parallel on the inner support frame 522 away from the anchoring walking structure 8. The first side panels 524 are used to provide formwork support for one side of the construction area of ​​the diaphragm 11 on the inner support frame 522. Two second side panels 525 are symmetrically arranged on both sides of the inner support frame 522. The two second side panels 525 are used to provide formwork support for the remaining side edges of the construction area of ​​the diaphragm 11 on the inner support frame 522. That is, in this embodiment, by providing a lifting cable 521 and an inner support frame 522 on the bottom load-bearing frame 541, and at the same time providing an inner top formwork 523, a first side panel 524 and a second side panel 525 on the inner support frame 522, the formwork support for the construction area of ​​the diaphragm 11 is achieved through the inner top formwork 523, the first side panel 524 and the second side panel 525 on the inner support frame 522. At the same time, the formwork support height of the inner support frame 522 on the bottom load-bearing frame 541 can be adjusted by the lifting cable 521, so that after the construction area of ​​the diaphragm 11 is completed, the inner support frame 522 cooperates with the bottom load-bearing frame 541 to be seated on the bottom support frame 54, and the descent is completed until the inner formwork support assembly 52 is separated from the construction area of ​​the diaphragm 11, so that the subsequent construction device can move as a whole.In this embodiment, in order to avoid the first side plate 524 and the second side plate 525 from causing inadequate support for the construction formwork in the area of ​​the diaphragm 11 during the lifting process, and formwork interference during walking, the inner formwork support assembly 52 also includes a plurality of first deflection power members 526, and the plurality of first deflection power members 526 are vertically arranged on the side of the inner support frame 522. The first side plate 524 and the second side plate 525 are connected to the inner support frame 522 through the plurality of first deflection power members 526, wherein the extension and retraction directions of the first deflection power member 526 connected to the first side plate 524 and the first deflection power member 526 connected to the second side plate 525 are perpendicular, so as to better utilize the first deflection power member 526 to perform formwork support work on the construction area of ​​the diaphragm 11.

[0027] Reference Figure 9 and Figure 10 , the walking frame structure 7 is arranged on both sides of the bridge body 1 that has been cast and constructed, and the walking frame structure 7 is connected to the bottom support frame 54. Specifically, in order to facilitate the description of the structure of the walking frame structure 7, one of the walking frame structures 7 is taken as an example. Specifically, the walking frame structure 7 includes: a walking frame body 72, the walking frame body 72 is C-shaped, the inner bottom of the C-shape of the walking frame body 72 is connected to the bottom support frame 54, the inner top of the C-shape of the walking frame body 72 is located on both sides of the bridge body 1 that has been cast and constructed, the walking frame body 72 is slidably connected to the second walking part 71, and the walking frame body 72 slides on both sides of the bridge body 1 that has been cast and constructed through the second walking part 71, so that the second walking part 71 cooperates with the first walking part 23 to drive the entire construction device to walk and move.

[0028] Reference Figure 3 and Figure 15In this embodiment, to facilitate understanding of how the second traveling section 71 drives the traveling frame structure 7 to travel, the second traveling section 71 is disposed on both sides of the completed bridge body 1, and the second traveling sections 71 are symmetrically arranged. To facilitate description of the structure of the second traveling section 71, a single second traveling section 71 will be described. Specifically, the second traveling section 71 includes a traveling track 711, a second traveling support 712, a second traveling power member 713, and a second traveling support plate 714. The traveling track 711 is disposed on both sides of the completed bridge body 1, extending along the construction direction of the bridge body 1. The traveling track 711 is provided with a plurality of traveling holes 7111, which support the second traveling section 711 for travel. The second traveling support 712 is disposed on the traveling track 711, slidably connected to the traveling track 711, and dynamically engaged with the plurality of traveling holes 7111 on the traveling track 711. The second walking support plate 714 is slidably connected to the walking rail 711. The second walking support plate 714 is located on one side of the second walking support 712 and is connected to the walking frame 72. The second walking power member 713 is arranged between the second walking support 712 and the second walking support plate 714. One end of the second walking power member 713 is connected to the second walking support 712, and the other end of the second walking power member 713 is connected to the second walking support plate 714. That is, in this embodiment, when walking is required, the second walking power member 713 pushes the walking frame 72 on the second walking support plate 714 to move, so as to achieve the overall walking of the construction device in coordination with the first walking part 23. In this embodiment, the first walking power member 234 and the second walking power member 713 adopt the same movement mode, such as hydraulic, electric, pneumatic, etc. to achieve synchronous movement. In addition, it should be noted that when the second travel support 712 pushes the second travel support plate 714, the second travel support 712 can be engaged with the travel track 711 through the travel hole 7111. When the second travel support plate 714 moves to a certain position, the second travel support 712 separates from the travel track 711, leaving the travel hole 7111. Then, the second travel power member 713 retracts with the second travel support plate 714 as a fulcrum, allowing the second travel support 712 to move to the side of the second travel support plate 714, thereby cooperating with the first travel unit 23 to move. In a feasible embodiment, an electric clamp can be provided at the bottom of the first travel support 231. When the clamp is energized, it connects to the travel hole 7111 of the travel track 711, allowing the second travel support 712 to engage with the travel track 711 through the travel hole 7111. Preferably, the electric clamp can be an electromagnet.

[0029] Reference Figure 1 、 Figure 2 、 Figure 12 and Figure 13 The lower crossbeam support structure 4 includes two bottom side formworks 41, an outer middle formwork 51, two first outer support assemblies 53, and two second outer support assemblies 6. The two bottom side formworks 41 are respectively arranged on the two side side frames 73, and the two bottom side formworks 41 are symmetrically arranged in pairs. The two bottom side formworks 41 are used to formwork support the bottom of the double-sided box main beam on the side side frames 73. The outer middle formwork 51 is arranged on the bottom support frame 54, and the outer middle formwork 51 is located on the bottom support frame 54 away from the anchoring walking structure 8. The outer middle formwork 51 is used to formwork support the external construction area of ​​the diaphragm 11. The two first outer support assemblies 53 are arranged on the bottom support frame 54, and the two first outer support assemblies 53 are respectively located on both sides of the outer middle formwork 51. The two first outer support assemblies 53 are used to formwork support the external construction area of ​​the double-sided box main beam. Two second outer support assemblies 6 are installed on the bottom support frame 54, located on either side of the bottom support frame 54. The two second outer support assemblies 6 are used to provide formwork support for the construction areas on either side of the double-sided box main beam. Specifically, in this embodiment, by disposing two bottom side formworks 41, an outer middle formwork 51, two first outer support assemblies 53, and two second outer support assemblies 6 on the bottom support frame 54, formwork support is provided for the outer construction area of ​​the double-sided box main beam.

[0030] like Figure 13For ease of description, a first outer support assembly 53 is used as an example. Specifically, the first outer support assembly 53 includes a flip support frame 531, a third side plate 532, and a plurality of second deflection members 533. The third side plate 532 is mounted on the bottom support frame 54, located on one side of the outer middle formwork 51, and is edge-sealed with the bottom side formwork 41. The flip support frame 531 is mounted on the bottom support frame 54, located at a position where the third side plate 532 is away from the bottom support frame 54, with a gap provided between the flip support frame 531 and the third side plate 532. Multiple second deflection power members 533 are arranged in parallel on the flip support frame 531, one end of the second deflection power member 533 is connected to the flip support frame 531, and the other end of the second deflection power member 533 is connected to the third side plate 532, so that the second deflection power member 533 can drive the third side plate 532 to perform edge sealing and demolding, reducing manual participation in the demolding and molding process. In a feasible embodiment, in order to ensure that the outer middle formwork 51 fits more tightly in the external construction area of ​​the diaphragm 11, the outer middle formwork 51 is also provided with multiple second deflection power members 533 and a flip support frame 531 away from the anchoring walking structure 8, one end of the multiple second deflection power members 533 is connected to the outer middle formwork 51, and the other end of the second deflection power member 533 is connected to the flip support frame 531, so that the second deflection power member 533 can make the outer middle formwork 51 fit more tightly in the external construction area of ​​the diaphragm 11.

[0031] like Figure 13 , for the sake of convenience, a second outer support assembly 6 is used as an example. Specifically, the second outer support assembly 6 includes: a fourth side plate 61 and a plurality of third deflection power members 62. The fourth side plate 61 is arranged on the bottom support frame 54. The fourth side plate 61 is located on one side of the bottom side formwork 41 and is connected to the edge of the bottom side formwork 41 to achieve formwork support on both sides of the double-sided box main beam. The plurality of third deflection power members 62 are arranged in parallel on one side of the fourth side plate 61. One end of the plurality of third deflection power members 62 is connected to the fourth side plate 61, and the other end of the plurality of third deflection power members 62 is connected to the walking frame 72.

[0032] Reference Figure 1 、 Figure 2 and Figure 14The upper crossbeam support structure 3 is provided at a location on the load-bearing beam 21 away from the anchoring walking structure 8. The upper crossbeam support structure 3 is used to connect the load-bearing structure 2, the lower crossbeam support structure 4, and the bottom support frame 54 as a whole. Specifically, the upper crossbeam support structure 3 includes: a first construction channel 31, a second construction channel 33, a plurality of first anchor cables 32, a first anchor rod 34, and a connecting cable 341. The first construction channel 31 is provided at a location on the load-bearing beam 21 away from the anchoring walking structure 8. The first construction channel 31 is connected to the load-bearing beam 21 and is used for subsequent erection of the load-bearing beam 21. The second construction channel 33 is provided on the bottom support frame 54. The second construction channel 33 is located at the first outer support assembly 53. The second construction channel 33 is provided vertically parallel to the first construction channel 31 and is used for formwork support construction work at the first outer support assembly 53. Multiple first anchor cables 32 are arranged parallel to the first construction channel 31. One end of each of the first anchor cables 32 is anchored to the first construction channel 31, and the other ends of each of the first anchor cables 32 sequentially pass through the first construction channel 31 and the second construction channel 33. One end of each of the first anchor rods 34 is connected to the other end of each of the first anchor cables 32, and the other ends of each of the first anchor rods 34 are connected to the bottom support frame 54. Multiple connecting cables 341 are arranged on one side of the first anchor rods 34. One end of each of the connecting cables 341 is connected to the second construction channel 33, and the other ends of each of the connecting cables 341 are connected to the bottom support frame 54. In other words, in this embodiment, by providing the first and second construction channels 31 and 33, the first anchor cables 32 and first anchor rods 34 integrally connect the load-bearing beam 21, the bottom support frame 54, the first and second outer support assemblies 53 and 6, and the bottom formwork support structure 5, ensuring the overall stability of the construction device. In this embodiment, to facilitate the construction of the bottom side formwork 41, the lower crossbeam support structure 4 further includes a third construction channel 42, which is provided on the bottom support frame 54 and located on one side of the bottom side formwork 41. Operators can use this channel to supervise and adjust the construction. Similarly, the second outer support assembly 6 may also be provided with a fourth construction channel 63, which is provided on the bottom support frame 54 and located on one side of the second outer support assembly 6. The third deflection power member 62 can be connected to the bottom support frame via this fourth construction channel 63.It should be noted that in the present embodiment, in order to pass through each other from the first construction passage 31, the second construction passage 33, the third construction passage 42 and the fourth construction passage 63, a conversion construction passage can be arranged in the first construction passage 31, the second construction passage 33, the third construction passage 42 and the fourth construction passage 63, so as to facilitate the conversion of the operator from the first construction passage 31, the second construction passage 33, the third construction passage 42 and the fourth construction passage 63.

[0033] In a feasible embodiment, the construction device is further provided with a deck closing structure arranged at the end of the load-bearing structure 2 away from the completed pouring construction bridge body 1, i.e. at the pouring construction bridge body 1, and used for closing the deck of the pouring construction bridge body 1. Specifically, the deck closing structure comprises two groups of deck closing tracks and a deck closing smoothing member. The two groups of deck closing tracks are symmetrically arranged on both sides of the deck of the pouring construction bridge body 1 and used for building a deck closing path. The deck closing smoothing member is arranged between the two groups of deck closing tracks and used for back-and-forth deck closing work on the deck of the pouring construction bridge body 1 along the deck closing tracks. Preferably, the deck closing track is a linear track, and the deck closing smoothing member is a motor with a deck closing plate.

[0034] In a feasible embodiment, in order to realize the maintenance work on the completed pouring construction bridge body 1 segment, the construction device further comprises a plurality of maintenance pipes, which can be arranged at the bottom of the plurality of load-bearing beams 21, the fourth side plate 61 and the third side plate 532, respectively, and can realize water spraying maintenance work on the completed pouring construction bridge body 1 segment.

[0035] In order to ensure that the construction device monitors the pouring status of multiple sections of the bridge during construction, the present invention further provides, in a second aspect, a trackless triangular hanging basket suspended pouring construction system. The construction system utilizes the trackless triangular hanging basket suspended pouring construction device described in the first aspect. The construction system further includes: a sensor monitoring module, a travel drive module, and an imaging monitoring module. The sensor monitoring module is disposed on the construction device and is used to monitor the construction stress and construction status of the construction device in real time. The travel drive module is respectively connected to the first walking part 23, the second walking part 71, the third walking part 82, the first deflection power member 526, the second deflection power member 533, and the third deflection power member 62. The travel drive module is used to control the operation of the first walking part 23, the second walking part 71, the third walking part 82, the first deflection power member 526, the second deflection power member 533, and the third deflection power member 62. The imaging monitoring module is disposed along the construction direction of the construction device and is used to monitor the overall construction direction status of the construction device. In a feasible embodiment, the imaging monitoring module is provided in multiple groups, and the imaging monitoring modules can be provided at both ends of the construction direction of the construction device, that is, at both ends of the bridge, to obtain the cross-sectional state image of the construction device, and provide an effective reference basis for the subsequent judgment of whether the construction device is adjusted into place; the imaging monitoring module can also be arranged along the construction direction perpendicular to the construction direction of the construction device, so as to monitor the construction direction of the construction device and the linearity of the bridge.

[0036] The above description is only a preferred specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any technician familiar with the technical field, within the technical scope disclosed by the present invention, who makes equivalent replacements or changes based on the technical solution and inventive concept of the present invention, should be covered by the scope of protection of the present invention.

Claims

1. A trackless triangular hanging basket suspended pouring construction device, characterized in that: include: A load-bearing structure, wherein the load-bearing structure is arranged on the bridge body that has been cast and connected to the bridge body that has been cast; An anchoring walking structure, the anchoring walking structure is arranged at one end of the load-bearing structure, the anchoring walking structure is anchored and connected to the bridge body that has been cast, and the anchoring walking structure is used to anchor the load-bearing structure to the bridge body that has been cast; A plurality of first walking parts, each of which is provided on a bridge body that has been cast and constructed, and is respectively connected to the bottom end of the load-bearing structure, and is used to drive the load-bearing structure to adjust its construction position; A bottom formwork support structure, the bottom formwork support structure is arranged at the bottom of the other end of the load-bearing structure, and the bottom formwork support structure is used to provide formwork support for the bridge body being cast at the other end of the load-bearing structure; Two walking frame structures, the two walking frame structures are symmetrically arranged on both sides of the bridge body that has been cast, one end of the walking frame structure is connected to the bridge body that has been cast, and the other end of the walking frame structure is connected to the bottom form support structure; An inner formwork support assembly is provided in the middle of the bottom formwork support structure, one end of the inner formwork support assembly is connected to the bottom formwork support structure, and the other end of the inner formwork support assembly passes through the load-bearing structure and is anchored to the load-bearing structure. The inner formwork support assembly is used to provide formwork support for the pouring construction of the bridge body area between each two transverse diaphragms; Two second walking parts, the two second walking parts are symmetrically arranged on both sides of the bridge body that has completed the pouring construction, the two second walking parts are respectively connected to the two walking frame structures, and the second walking parts are used to drive the walking frame structure to realize the overall movement of the upper beam support structure, the lower beam support structure and the bottom formwork support structure; A lower crossbeam support structure, which is arranged on the bottom mold support structure and located on both sides of the inner mold support assembly, and is used to provide formwork support for the casting construction of the double-sided box main beam; An upper crossbeam support structure is provided at the other end of the load-bearing structure, one end of the upper crossbeam support structure is connected to the load-bearing structure, and the other end of the upper crossbeam support structure is anchored to the lower crossbeam support structure and the bottom mold support structure respectively.

2. A trackless triangular hanging basket suspended pouring construction device according to claim 1, characterized in that: The load-bearing structure comprises: A plurality of load-bearing beams, wherein the plurality of load-bearing beams are arranged in parallel on the completed cast bridge body, one end of the load-bearing beam is connected to the anchoring walking structure, and the other end of the load-bearing beam extends to the outside of the completed cast bridge body, and the first walking portion is arranged at the bottom end of the load-bearing beam; A plurality of reinforcement frames, wherein the plurality of reinforcement frames are arranged between two adjacent load-bearing beams, and the reinforcement frames are used to connect the two adjacent load-bearing beams as a whole; A plurality of reinforcing rods are symmetrically arranged in pairs on both sides of the load-bearing beam, and the reinforcing rods are used to strengthen the overall supporting strength of the load-bearing beam and the reinforcement frame.

3. A trackless triangular hanging basket suspended pouring construction device according to claim 2, characterized in that: The load-bearing beam is provided with a plurality of propulsion holes, and the first walking part includes: A first walking support, wherein the first walking support is arranged on the bridge body that has been cast and constructed, and the first walking support is fixedly connected to the bridge body that has been cast and constructed; A connecting slide, the connecting slide being arranged on the first traveling support, and the load-bearing beam sliding on the connecting slide; A first walking support plate, the first walking support plate is arranged on one side of the first walking support, and the first walking support plate is slidably connected to the load-bearing beam; a first traveling power member, the first traveling power member being arranged between the first traveling support plate and the first traveling support, one end of the first traveling power member being connected to the first traveling support, and the other end of the first traveling power member being connected to the first traveling support plate; A walking card, the walking card is spindle-shaped, the walking card is vertically hinged to the first walking support plate, one end of the walking card passes through the first walking support plate and is connected to the propulsion hole; Among them, a stopper is provided at the other end of the walking card, and the stopper is located at the walking card away from the first walking power part. The stopper is used to cooperate with the walking card to be inserted into the propulsion hole to allow the load-bearing beam to slide on the first walking support plate and the connecting slide plate.

4. The trackless triangular hanging basket suspended pouring construction device according to claim 1, characterized in that: The anchoring walking structure comprises: An anchoring portion, the anchoring portion is provided on the load-bearing beam, and the anchoring portion is located on the bridge body that has been cast, one end of the anchoring portion is sleeved on the load-bearing beam, and the other end of the anchoring portion passes through the bridge body that has been cast and is anchored to the bridge body that has been cast; The third walking part is arranged on the bridge body that has been cast and constructed. One end of the third walking part is slidably connected to the load-bearing beam, and the other end of the third walking part passes through the bridge body that has been cast and constructed, and is anchored to the bridge body that has been cast and constructed.

5. The trackless triangular hanging basket suspended pouring construction device according to claim 4, characterized in that: The anchoring portion comprises: Four first anchoring plates, each of which is symmetrically arranged in pairs to form two anchoring groups, the two anchoring groups being arranged in parallel on the load-bearing beam, with the bottoms of the anchoring groups abutting against the load-bearing beam; Four second anchor cables are symmetrically arranged in pairs to form two anchor cable groups. Two groups of anchor lock groups pass through the two anchor groups respectively. One end of the anchor cable group can be anchored to the anchor group through an anchor bolt, and the other end of the anchor lock group passes through the bridge body that has been completed cast and is anchored to the bridge body that has been completed cast.

6. The trackless triangular hanging basket suspended pouring construction device according to claim 5, characterized in that: The third walking part includes: A plurality of second anchor plates, wherein the plurality of second anchor plates are arranged in parallel on the bridge body that has been cast and constructed, and a plurality of I-shaped support plates are arranged vertically and crosswise on the plurality of second anchor plates; a plurality of third anchor plates, the plurality of third anchor plates being arranged on a plurality of I-shaped support plates, the plurality of third anchor plates being arranged perpendicularly and crosswise with the plurality of I-shaped support plates, and the second anchor plates being arranged parallel to the third anchor plates; a third walking support plate, the third walking support plate being arranged on the third anchor plate, and the third walking support plate being located at the bottom and both sides of the load-bearing beam; Four third anchor cables, each of the four third anchor cables being symmetrically arranged in pairs on both sides of the second anchor plate, one end of each third anchor cable passing through the third walking support plate and being anchored to the third walking support plate by an anchor bolt, and the other end of each third anchor cable being anchored to the bridge body that has been cast; A plurality of third pulleys, wherein the plurality of third pulleys are symmetrically arranged in pairs on the inner side of the third walking support plate, and the plurality of third pulleys are respectively located on both sides of the load-bearing beam, and the third pulleys are slidably connected to the load-bearing beam; The fourth pulley is arranged at the bottom end of the load-bearing beam, and the fourth pulley is rotatably connected to the third walking support plate.

7. The trackless triangular hanging basket suspended pouring construction device according to claim 6, characterized in that: The bottom mold support structure includes: A bottom support frame, the bottom support frame is arranged at the bottom of one end of the load-bearing beam away from the anchored walking structure, one side of the bottom support frame is located in the area ready for pouring construction, the bottom support frame is slidably connected to the bridge body that has completed pouring construction through the second walking portion, and the bottom support frame is anchored to the bridge body that has completed pouring construction near the second walking portion; A bottom load-bearing frame, which is arranged in the middle of the bottom support frame and is used to accommodate the inner mold support assembly located in the diaphragm area; Two side side frames, the two side side frames are arranged on the bottom support frame, the two side side frames are symmetrically arranged on both sides of the bottom support frame, and the two side side frames are used to support the supporting formwork located on the double-sided box main beams of the bridge body.

8. The trackless triangular hanging basket suspended pouring construction device according to claim 7, characterized in that: The inner mold support assembly includes: A plurality of lifting cables, each of which is provided on the bottom load-bearing frame, one end of each of which is anchored to the bottom load-bearing frame, and the other end of each of which passes through a load-bearing beam in the load-bearing structure and is anchored to the load-bearing beam, the lifting cables being used to adjust the support height of the inner mold support assembly on the bottom load-bearing frame to the diaphragm construction area; An inner supporting frame, the inner supporting frame being arranged on the bottom load-bearing frame and having a square shape; An inner top formwork, the inner top formwork being arranged on the inner support frame and used for providing formwork support on the inner support frame and on the top of the diaphragm construction area; a plurality of first side panels, the plurality of first side panels being arranged in parallel on the inner support frame away from the anchoring walking structure, the first side panels being used to provide formwork support for one side of the diaphragm construction area on the inner support frame; Two second side panels, the two second side panels being symmetrically arranged on both sides of the inner support frame, and the two second side panels being used to provide formwork support for the remaining side edges of the diaphragm construction area on the inner support frame; a plurality of first deflection power members, wherein the plurality of first deflection power members are vertically arranged on the side of the inner support frame, and the first side plate and the second side plate are connected to the inner support frame through the plurality of first deflection power members; The extension and retraction directions of the first deflection power member connected to the first side plate and the first deflection power member connected to the second side plate are perpendicular.

9. The trackless triangular hanging basket suspended pouring construction device according to claim 8, characterized in that: The walking frame structure includes: a walking frame body, the walking frame body is C-shaped, the inner bottom of the C-shape of the walking frame body is connected to the bottom support frame, the inner top of the C-shape of the walking frame body is located on both sides of the bridge body that has been completed cast construction, the walking frame body is slidably connected to the second walking part, and the walking frame body slides on both sides of the bridge body that has been completed cast construction through the second walking part.

10. A trackless triangular hanging basket suspended pouring construction control system, characterized in that: The trackless triangular hanging basket suspended pouring construction device according to any one of claims 1 to 9 is adopted, and the construction control system further includes: A sensor monitoring module is provided on the construction device and is used to monitor the construction stress and construction status of the construction device in real time; A walking drive module, wherein the walking drive module is electrically connected to the first walking part, the second walking part, and the third walking part respectively, and the walking drive module is used to control the first walking part, the second walking part, and the third walking part to work; An imaging monitoring module is provided along the construction direction of the construction device, and is used to monitor the overall construction direction status of the construction device.

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