A trackless triangular hanging basket construction walking system

Abstract

This utility model discloses a trackless triangular hanging basket construction walking system, relating to the field of bridge construction technology. It includes a load-bearing structure mounted on a completed bridge structure and connected to it; multiple first walking parts; multiple anchoring walking structures; and a bottom formwork support structure. This utility model utilizes the first walking parts at the bottom of the load-bearing structure and the walking frame structure at the other end of the load-bearing structure to drive the load-bearing structure and the bottom formwork support structure during the pouring construction process. This effectively solves the problem of traditional hanging basket structures sometimes failing to push the load-bearing structure into place or not pushing it to the correct position.

Description

Technical Field

[0001] This utility model relates to the field of bridge construction technology, and in particular to a trackless triangular hanging basket construction walking system. Background Technology

[0002] As an important piece of equipment in bridge construction, the hanging formwork does not rely on ground supports and is not limited by terrain, making it particularly suitable for bridge construction in complex terrain conditions such as crossing rivers, valleys, and transportation routes. The hanging formwork can move along the bridge structure, and after completing one segment, it can quickly move to the next segment, reducing construction preparation time and shortening the construction cycle.

[0003] Currently, the movement of the hanging basket structure is generally achieved by dragging it with hoists or pushing it with jacks, allowing the basket to move on the main beam. However, due to the large size and weight of the hanging basket structure itself, simply using hoists to drag it or using jacks to push it may result in the basket not being able to move properly or not being pushed into position. Utility Model Content

[0004] The purpose of this invention is to solve the problem that traditional hanging basket structures may not be able to be pushed in or may not be pushed into place in the existing technology, and to propose a trackless triangular hanging basket construction walking system.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] This utility model provides a trackless triangular hanging basket construction walking system, including:

[0007] A load-bearing structure is installed on the bridge body that has been poured and constructed, and the load-bearing structure is connected to the bridge body that has been poured and constructed.

[0008] Multiple first traveling parts are installed on the bridge body that has been poured. The multiple first traveling parts are respectively connected to the bottom end of the load-bearing structure. The first traveling parts are used to drive the load-bearing structure to adjust the construction position.

[0009] Multiple anchoring and traveling structures are provided at one end of the load-bearing structure. The anchoring and traveling structures are anchored to the bridge body that has been poured. The anchoring and traveling structures are used to adjust the state of the load-bearing structure according to the construction status of the bridge body.

[0010] A bottom formwork support structure is provided at the bottom of the other end of the load-bearing structure. The bottom formwork support structure is used to provide formwork support for the bridge body being poured at the other end of the load-bearing structure.

[0011] Two walking frame structures are symmetrically arranged on both sides of the bridge body that has completed the pouring construction. One end of each walking frame structure is connected to the bridge body that has completed the pouring construction, and the other end of each walking frame structure is connected to the bottom formwork support structure.

[0012] In one feasible solution, the load-bearing structure includes:

[0013] Multiple load-bearing beams are arranged in parallel on the completed bridge body. One end of each load-bearing beam is connected to the anchoring and traveling structure, and the other end of each load-bearing beam extends to the outside of the completed bridge body. The first traveling part is located at the bottom end of the load-bearing beam.

[0014] Multiple reinforcing frames are disposed between pairs of adjacent load-bearing beams, and the reinforcing frames are used to connect the pairs of adjacent load-bearing beams together as a whole.

[0015] Multiple reinforcing rods are symmetrically arranged in pairs on both sides of the load-bearing beam. The reinforcing rods are used to enhance the overall support strength of the load-bearing beam and the reinforcing frame.

[0016] In one feasible solution, the load-bearing beam is provided with multiple propulsion holes, and the first traveling part includes:

[0017] The second traveling support is installed on the bridge body that has completed the pouring construction, and the second traveling support is fixedly connected to the bridge body that has completed the pouring construction.

[0018] A connecting slide plate is provided, which is mounted on the second traveling support, and the load-bearing beam slides on the connecting slide plate;

[0019] The second traveling support plate is disposed on one side of the second traveling support, and the second traveling support plate is slidably connected to the load-bearing beam;

[0020] The second travel power component is disposed between the second travel support plate and the second travel support. One end of the second travel power component is connected to the second travel support, and the other end of the second travel power component is connected to the second travel support plate.

[0021] The walking mechanism is spindle-shaped and is vertically hinged to the second walking support plate. One end of the walking mechanism passes through the second walking support plate and is engaged with the push hole.

[0022] The other end of the traveling bracket is provided with a stop, which is located away from the second traveling power component. The stop is used to cooperate with the traveling bracket to insert into the push hole so that the load-bearing beam can slide on the second traveling support plate and the connecting slide plate.

[0023] In one feasible solution, the bottom formwork support structure includes:

[0024] A bottom support frame is provided at the bottom of one end of the load-bearing beam. The bottom support frame is used to provide formwork support for the construction area to be poured. The two sides of the bottom support frame are connected to the walking frame structure.

[0025] A bottom load-bearing frame is provided in the middle of the bottom support frame and is used to provide formwork support for the construction area in the middle of the bridge body.

[0026] Two side frame sections are provided on the bottom support frame and are symmetrically arranged on both sides of the bottom support frame. The two side frame sections are used to support and bear the load of the support formwork located on both sides of the bridge body.

[0027] In one feasible solution, the walking frame structure includes:

[0028] A walking assembly is installed on one side of the bridge body that has been poured. The walking assembly is used to cooperate with the first walking part to drive the bottom support frame to move.

[0029] The traveling frame is C-shaped, with the bottom inner side of the traveling frame connected to the bottom support frame, and the top inner side of the traveling frame located on both sides of the bridge body that has been poured. The traveling frame is slidably connected to the traveling components.

[0030] In one feasible solution, the walking component includes:

[0031] The walking track is set on both sides of the bridge body that has been poured. The walking track is set along the construction direction of the bridge body. The walking track is provided with multiple walking holes. The walking track is used to support the walking component to move.

[0032] The first traveling support is disposed on the traveling track and is slidably connected to the traveling track. The first traveling support is dynamically engaged with multiple traveling holes on the traveling track.

[0033] The first traveling support plate is slidably connected to the traveling track, the first traveling support plate is located on one side of the first traveling support, and the first traveling support plate is connected to the traveling frame.

[0034] A first traveling power component is disposed between the first traveling support and the first traveling plate. One end of the first traveling power component is connected to the first traveling support, and the other end of the first traveling power component is connected to the first traveling plate.

[0035] In one feasible solution, the anchoring and walking structure includes:

[0036] An anchorage is provided on the load-bearing beam and is located on the bridge body that has been poured. One end of the anchorage is sleeved on the load-bearing beam, and the other end of the anchorage passes through the bridge body that has been poured and is anchored to the bridge body that has been poured.

[0037] The second traveling part is installed on the bridge body that has completed the pouring construction. One end of the second traveling part is slidably connected to the load-bearing beam, and the other end of the second traveling part passes through the bridge body that has completed the pouring construction and is anchored to the bridge body that has completed the pouring construction.

[0038] In one feasible solution, the anchoring portion includes:

[0039] Four first anchor plates are arranged symmetrically in pairs to form two anchor groups. The two anchor groups are arranged in parallel on the load-bearing beam, and the bottom of the anchor group abuts against the load-bearing beam.

[0040] Four first anchor cables are arranged symmetrically in pairs to form two anchor cable groups. Two anchor lock groups pass through the two anchor groups respectively. One end of each anchor cable group is anchored to the anchor group, and the other end of each anchor lock group passes through the bridge body that has been poured and is anchored to the bridge body that has been poured.

[0041] In one feasible embodiment, the second traveling unit includes:

[0042] Multiple second anchor plates are arranged in parallel on the bridge body that has been poured. Several I-beam support plates are arranged perpendicularly on the multiple second anchor plates.

[0043] Multiple third anchor plates are disposed on a plurality of I-beam support plates, and the multiple third anchor plates are perpendicularly intersecting the plurality of I-beam support plates. The second anchor plate is disposed parallel to the third anchor plate.

[0044] The third traveling support plate is disposed on the third anchor plate and is located at the bottom and both sides of the load-bearing beam;

[0045] Four second anchor cables are symmetrically arranged in pairs on both sides of the second anchor plate. One end of each second anchor cable passes through the third traveling support plate and is anchored to the third traveling support plate by anchor bolts. The other end of each second anchor cable is anchored to the bridge body that has been poured.

[0046] Multiple third pulleys are symmetrically arranged in pairs on the inner side of the third traveling support plate, and the multiple third pulleys are respectively located on both sides of the load-bearing beam. The third pulleys are slidably connected to the load-bearing beam.

[0047] The fourth pulley is located at the bottom end of the load-bearing beam and is rotatably connected to the third traveling support plate.

[0048] The beneficial effects of this utility model are as follows:

[0049] This invention features a first traveling section at the bottom of the load-bearing structure and a traveling frame structure at the other end of the load-bearing structure. The first traveling section and the traveling frame structure together drive the load-bearing structure and the bottom formwork support structure during the pouring and casting process. This effectively solves the problem of traditional hanging basket structures sometimes failing to push the formwork properly or not pushing it into position. Attached Figure Description

[0050] Figure 1 This is a schematic diagram of the overall structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0051] Figure 2 This is an exploded view of the overall structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0052] Figure 3 This is a schematic diagram of the bottom support frame structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0053] Figure 4 This is an exploded view of the bottom support frame structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0054] Figure 5 This is a schematic diagram of the walking component structure in a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0055] Figure 6This is a schematic diagram of the load-bearing beam structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0056] Figure 7 This is a schematic diagram of the first traveling section structure of a trackless triangular hanging basket construction traveling system provided in an embodiment of this utility model;

[0057] Figure 8 This is an exploded view of the first walking section structure of a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0058] Figure 9 This is a schematic diagram of the anchoring structure in a trackless triangular hanging basket construction walking system provided in this embodiment of the utility model;

[0059] Figure 10 This is a schematic diagram of the second walking section structure in a trackless triangular hanging basket construction walking system provided in an embodiment of this utility model.

[0060] The markings in the diagram are as follows:

[0061] 1. Bridge body; 11. Diaphragm;

[0062] 2. Load-bearing structure; 21. Load-bearing beam; 211. Propulsion hole; 22. Reinforcing frame; 23. Reinforcing rod;

[0063] 3. Walking frame structure; 31. Walking component; 311. Walking track; 3111. Walking hole; 312. First walking support; 313. First walking power component; 314. First walking support plate; 32. Walking frame body;

[0064] 4. First traveling section; 41. Second traveling support; 42. Connecting slide plate; 43. First pulley; 434. Second traveling power component; 435. Second traveling support plate; 4351. Traveling clamp; 4352. Second pulley;

[0065] 5. Anchoring and traveling structure; 51. Anchoring part; 511. First anchoring plate; 512. First anchoring cable; 513. Anchoring sleeve; 52. Second traveling part; 521. Second anchoring cable; 522. Second anchoring plate; 523. Third anchoring plate; 524. Third traveling support plate; 5241. Third pulley; 525. Fourth pulley;

[0066] 6. Bottom formwork support structure; 61. Bottom support frame; 611. Bottom load-bearing frame; 62. Inner formwork support assembly; 621. Lifting cable; 622. Inner support frame; 623. Inner top template; 624. First side plate; 625. Second side plate; 626. First deflection power component; 63. Side frame; 631. Anchor rod. Detailed Implementation

[0067] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0068] It should be noted that all directional indicators (such as up, down, left, right, front, back, etc.) in this utility model embodiment are only used to explain the relative positional relationship and movement of each component in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicator will also change accordingly.

[0069] In this utility model, unless otherwise explicitly specified and limited, the terms "connection," "fixing," etc., should be interpreted broadly. For example, "fixing" can mean a fixed connection, a detachable connection, or an integral part; it can mean a mechanical connection or an electrical connection; it can mean a direct connection or an indirect connection through an intermediate medium; it can mean the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0070] Furthermore, if the embodiments of this utility model involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the meaning of "and / or" throughout the text includes three parallel solutions; for example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0071] Reference Figures 1 to 10In this embodiment, to address the issue of traditional hanging basket structures potentially failing to push the basket properly or not reaching the correct position, this utility model provides a trackless triangular hanging basket construction walking system. The walking system includes: a load-bearing structure 2, multiple first walking parts, a bottom formwork support structure 6, two walking frame structures 3, and an anchoring walking structure 5. The load-bearing structure 2 is mounted on the completed bridge body 1 and connected to it, providing a stable supporting construction environment. Multiple first walking parts are mounted on the completed bridge body 1 and connected to the bottom end of the load-bearing structure 2, adjusting its position. The anchoring walking structure 5 is located at one end of the load-bearing structure 2 and anchored to the completed bridge body 1, ensuring stable operation of the entire construction device. The bottom formwork support structure 6 is located at the bottom of the other end of the load-bearing structure 2. The bottom formwork support structure 6 provides formwork support for the bridge body 1 under construction at the other end of the load-bearing structure 2. Two walking frame structures 3 are symmetrically arranged on both sides of the completed bridge body 1. One end of the walking frame structure 3 is connected to the completed bridge body 1, and the other end is connected to the bottom formwork support structure 6. The walking frame structure 3 strengthens the overall connection between the bottom formwork support structure 6 and the completed bridge body 1, and simultaneously works with the first walking part to move the load-bearing structure 2 and the bottom formwork support structure 6 along the construction direction of the bridge body 1. In this embodiment, a first walking part is provided at the bottom of the load-bearing structure 2, and a walking frame structure 3 is provided at the other end of the load-bearing structure 2. The first walking part and the walking frame structure 3 together move the load-bearing structure 2 and the bottom formwork support structure 6 for construction. This effectively solves the problem of traditional hanging basket structures in the prior art potentially failing to push the load-bearing structure to its correct position.

[0072] Reference Figure 1 , Figure 2 , Figure 6As shown, the load-bearing structure 2 includes: multiple load-bearing beams 21, reinforcing frames 22, and reinforcing rods 23. The multiple load-bearing beams 21 are arranged parallel to each other on the completed bridge body 1. One end of each load-bearing beam 21 is connected to the anchoring and walking structure 5, and the other end extends to the outside of the completed bridge body 1 to facilitate subsequent formwork support for the bridge body 1 to be poured. A first walking section is located at the bottom end of each load-bearing beam 21, allowing the load-bearing beam 21 to move along the completed bridge body 1. Multiple reinforcing frames 22 are arranged between pairs of adjacent load-bearing beams 21, connecting them as a whole to ensure the stable support of the load-bearing structure 2. Multiple reinforcing rods 23 are symmetrically arranged on both sides of each load-bearing beam 21, strengthening the overall support strength of the load-bearing beams 21 and the reinforcing frames 22.

[0073] Reference Figure 1 , Figure 2 , Figure 6 , Figure 7 and Figure 8As shown, in this embodiment, the load-bearing beam 21 is provided with multiple propulsion holes 211, and the first traveling part drives the load-bearing beam 21 to travel through the multiple propulsion holes 211. For ease of description, the structure of the first traveling part is illustrated using one example. Specifically, the first traveling part includes: a second traveling support 4, a connecting slide plate 42, a second traveling power component 434, a second traveling support plate 435, and a traveling clamp 4351. The second traveling support 4 is disposed on the bridge body 1, which has already undergone pouring construction, and is fixedly connected to the bridge body 1. The connecting slide plate 42 is disposed on the second traveling support 4, and the load-bearing beam 21 slides on the connecting slide plate 42. The second traveling support plate 435 is disposed on one side of the second traveling support 4, and is slidably connected to the load-bearing beam 21. The second traveling power component 434 is disposed between the second traveling support plate 435 and the second traveling support 4. One end of the second traveling power component 434 is connected to the second traveling support 4, and the other end of the second traveling power component 434 is connected to the second traveling support plate 435. The second traveling power component 434 adjusts the distance between the second traveling support 4 and the second traveling support plate 435 by continuously extending and retracting. The traveling clamp 4351 is spindle-shaped with the middle gradually narrowing at both ends. The traveling clamp 4351 is vertically hinged to the second traveling support plate 435. One end of the traveling clamp 4351 passes through the second traveling support plate 435 and is engaged with the push hole 211. A stop (not shown in the figure) is provided at the other end of the traveling clamp 4351. The stop is located on the traveling clamp 4351 away from the second traveling power component 434. The stop is used to cooperate with the traveling clamp 4351 to insert into the push hole 211, allowing the load-bearing beam 21 to slide on the second traveling support plate 435 and the connecting slide plate 42. In this embodiment, the second traveling support 4 provides overall support to the connecting slide plate 42. When the load-bearing beam 21 needs to be moved, the second traveling power component 434 extends, causing the second traveling support plate 435 to slide on the load-bearing beam 21. At the same time, one end of the traveling clamp 4351 on the second traveling support plate 435 is inserted into the push hole 211. At this time, the stop component allows the traveling clamp 4351 to engage with the load-bearing beam 21 through the push hole 211, and then pushes the load-bearing beam 21 to slide on the connecting slide plate 42 along with the second traveling power component 434. When the second traveling power component 434 retracts and resets, the traveling clamp 4351 disengages from the push hole 211, and the second traveling support plate 435 slides back on the load-bearing beam 21, so that the second traveling power component 434 repeatedly pushes the load-bearing beam 21 through the traveling clamp 4351 and multiple push holes 211 to complete the traveling operation of the load-bearing beam 21.In this embodiment, to facilitate smoother movement of the load-bearing beam 21 through the first traveling section, the first traveling section further includes: a plurality of first pulleys 43 and second pulleys 4352. The plurality of first pulleys 43 are symmetrically arranged on both sides of the inner interior of the connecting slide plate 42, and the plurality of first pulleys 43 are symmetrically arranged in pairs on both sides of the load-bearing beam 21. The load-bearing beam 21 slides on the connecting slide plate 42 via the first pulleys 43. The plurality of second pulleys 4352 are symmetrically arranged on both sides of the inner interior of the second traveling support plate 435, and the plurality of second pulleys 4352 are symmetrically arranged in pairs on both sides of the load-bearing beam 21. The load-bearing beam 21 slides on the second traveling support plate 435 via the second pulleys 4352.

[0074] Reference Figure 1 , Figure 2 , Figure 3 and Figure 4 The bottom formwork support structure 6 includes: a bottom support frame 61, a bottom load-bearing frame 611, and two side frame 63s. The bottom support frame 61 is located at the bottom of one end of the load-bearing beam 21. The bottom support frame 61 is used for formwork support of the area to be poured. Both sides of the bottom support frame 61 are connected to the traveling frame structure 3. The bottom support frame 61 is slidably connected to the bridge body 1 that has already been poured through the traveling frame structure 3. The bottom support frame 61 is also slidably connected to the bridge body 1 that has already been poured through the load-bearing structure 2 and the first traveling part. The bottom support frame 61 and the bridge body 1 that has already been poured can be anchored together by anchoring rods 631. The bottom load-bearing frame 611 is located in the middle of the bottom support frame 61 and is used for formwork support of the middle construction area of ​​the bridge body 1. Two side frames 63 are mounted on the bottom support frame 61, symmetrically arranged on both sides of the bottom support frame 61. These two side frames 63 support the formwork on both sides of the bridge body 1. In this embodiment, by setting the bottom support frame 61 to support the formwork in the middle construction area and on both sides of the bridge body 1, construction safety and stability are ensured. Furthermore, the bottom support frame 61 can be slidably connected to the completed bridge body 1 via the walking frame structure 3. Additionally, the bottom support frame 61 is slidably connected to the completed bridge body 1 via the load-bearing structure 2 and the first walking section, thereby enabling the load-bearing structure 2 and the bottom support frame 61 to move and perform the overall construction pouring.

[0075] Reference Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5The walking frame structure 3 is symmetrically arranged on both sides of the bridge body 1 that has completed the pouring construction, and the walking frame structure 3 is connected to the bottom support frame 61. Specifically, for ease of description of the structure of the walking frame structure 3, one example of the walking frame structure 3 is used. In this embodiment, the walking frame structure 3 includes: a walking frame 32 and a walking component 31. The walking component 31 is arranged on one side of the bridge body 1 that has completed the pouring construction, and the walking component 31 is used to cooperate with the first walking part to drive the bottom support frame 61 to move. The walking frame 32 is C-shaped, the bottom of the inner side of the C-shape of the walking frame 32 is connected to the bottom support frame 61, and the top of the inner side of the C-shape of the walking frame 32 is located on both sides of the bridge body 1 that has completed the pouring construction. The walking frame 32 is slidably connected to the walking component 31, and the walking frame 32 slides on both sides of the bridge body 1 that has completed the pouring construction through the walking component 31, so that the walking component 31 cooperates with the first walking part to drive the bottom support frame 61 and the load-bearing beam 21 to move.

[0076] Reference Figure 1 , Figure 2 and Figure 5In this embodiment, to facilitate understanding of how the walking component 31 drives the walking frame structure 3 to move, the walking component 31 is disposed on both sides of the completed bridge body 1, and the walking component 31 is symmetrically arranged. Here, for the sake of describing the structure of the walking component 31, it is described as a single walking component 31. Specifically, the walking component 31 includes: a walking track 311, a first walking support 312, a first walking power component 313, and a first walking support plate 314. The walking track 311 is disposed on both sides of the completed bridge body 1, and the walking track 311 is arranged along the construction direction of the bridge body 1. The walking track 311 is provided with multiple walking holes 3111, and the walking track 311 is used to support the walking component 31 to move. The first walking support 312 is disposed on the walking track 311, and the first walking support 312 is slidably connected to the walking track 311. The first walking support 312 is dynamically engaged with the multiple walking holes 3111 on the walking track 311. The first traveling support plate 314 is slidably connected to the traveling track 311. The first traveling support plate 314 is located on one side of the first traveling support 312 and is connected to the traveling frame 32. The first traveling power component 313 is disposed between the first traveling support 312 and the first traveling support plate 314. One end of the first traveling power component 313 is connected to the first traveling support 312, and the other end of the first traveling power component 313 is connected to the first traveling support plate 314. That is, in this embodiment, when walking is required, the first traveling power component 313 pushes the traveling frame 32 on the first traveling support plate 314 to move, so as to realize the overall walking of the construction device in coordination with the first traveling part. In this embodiment, the first traveling power component 313 and the second traveling power component 434 adopt the same movement mode, such as hydraulic, electric, or pneumatic methods for synchronous movement. Additionally, it should be noted that when the first traveling support 312 is pushed by the first traveling power component 313 to the first traveling support plate 314, the first traveling support 312 can engage with the traveling track 311 through the traveling hole 3111. When the first traveling support plate 314 moves to a certain position, the first traveling support 312 separates from the traveling track 311 through the traveling hole 3111. Then, the first traveling power component 313 retracts with the first traveling support plate 314 as a fulcrum, thereby moving the first traveling support 312 to one side of the first traveling support plate 314, thus enabling it to move in conjunction with the first traveling part. In a feasible embodiment, an electric locking component can be provided at the bottom of the first traveling support 312. This electric locking component is energized and connected to the traveling hole 3111 of the traveling track 311, allowing the first traveling support 312 to engage with the traveling track 311 through the traveling hole 3111. Preferably, the electric locking component can be an electromagnet.

[0077] Reference Figure 1 , Figure 6 , Figure 9 and Figure 10As shown, in this embodiment, to facilitate the adjustment of the anchoring and movement states of the load-bearing structure 2 according to the construction status of the bridge body 1, the anchoring and movement structure 5 is configured according to the number of load-bearing beams 21. The anchoring and movement structure 5 can be adjusted according to the working state of the load-bearing beams 21. That is, when the load-bearing beams 21 need to move, the anchoring and movement structure 5 releases the bridge body 1 from the load-bearing beams 21; when anchoring is needed, the anchoring and movement structure 5 anchors and locks the load-bearing beams 21 to the bridge body 1. For ease of description, an example of the anchoring and movement structure 5 is provided here. Specifically, the anchoring and movement structure 5 includes: an anchoring part 51 and a second movement part 52. The anchoring part 51 is disposed on the load-bearing beam 21 and is located on the bridge body 1 that has been completed in the pouring construction. One end of the anchoring part 51 is sleeved on the load-bearing beam 21, and the other end of the anchoring part 51 passes through the bridge body 1 that has been completed in the pouring construction and is anchored to it. The second traveling part 52 is disposed on the bridge body 1 that has been completed in the pouring construction. One end of the second traveling part 52 is slidably connected to the load-bearing beam 21, and the other end of the second traveling part 52 passes through the bridge body 1 that has been completed in the pouring construction and is anchored to it. The second traveling part 52 is used to slide in coordination with the load-bearing beam 21 when it needs to travel. Specifically, the anchoring part 51 includes: four first anchoring plates 511 and four first anchoring cables 512. Four first anchor plates 511 are symmetrically arranged in pairs to form two anchor groups. The two anchor groups are arranged parallel to each other on the load-bearing beam 21, and the bottom of the anchor groups abuts against the load-bearing beam 21. Four first anchor cables 512 are symmetrically arranged in pairs to form two anchor cable groups. Two anchor locking groups pass through the two anchor groups respectively. One end of the anchor cable group is anchored to the anchor group through anchor bolts. The other end of the anchor locking group passes through the completed bridge body 1 and is anchored to the completed bridge body 1 through anchor bolts. In this embodiment, to facilitate adjustment of the anchoring height and stability of the first anchoring plate 511 to the load-bearing beam 21, the anchoring cable group includes two first anchoring plates 511 anchored by anchoring bolts in each anchoring group. Furthermore, at least two anchoring sleeves 513 are provided between the two first anchoring plates 511 in each anchoring group. The height of the anchoring sleeves 513 is higher than the anchoring height of the first anchoring plate 511 abutting against the load-bearing beam 21. That is, when the anchoring height needs adjustment, the anchoring bolts on the first anchoring plate 511 abutting against the load-bearing beam 21 are rotated and adjusted. At this time, the anchoring sleeves 513 remain stationary, meaning it is not necessary to rotate and adjust all the anchoring bolts in each anchoring group. This reduces the rotation and adjustment process and ensures that the load-bearing beam 21 will not overturn.In this embodiment, the second traveling section 52 includes: four second anchor cables 521, multiple second anchor plates 522, a third anchor plate 523, a third traveling support plate 524, and multiple third pulleys 5241 and a fourth pulley 525. The multiple second anchor plates 522 are arranged parallel to each other on the completed bridge body 1, and several I-beam support plates (not shown in the figure) are perpendicularly intersected on the multiple second anchor plates 522. The multiple third anchor plates 523 are arranged on the several I-beam support plates, and the multiple third anchor plates 523 are perpendicularly intersected with the several I-beam support plates. The second anchor plates 522 are arranged parallel to the third anchor plates 523. The third traveling support plate 524 is arranged on the third anchor plates 523, and the third traveling support plate 524 is located at the bottom and both sides of the load-bearing beam 21. Four second anchor cables 521 are symmetrically arranged in pairs on both sides of the second anchor plate 522. One end of each second anchor cable 521 passes through the third traveling support plate 524 and is anchored to the third traveling support plate 524 by anchor bolts. The other end of each second anchor cable 521 is anchored to the bridge body 1, which has already been poured. Multiple third pulleys 5241 are symmetrically arranged in pairs on the inner side of the third traveling support plate 524. These pulleys are located on both sides of the load-bearing beam 21 and are slidably connected to the load-bearing beam 21 to facilitate its movement. A fourth pulley 525 is located at the bottom end of the load-bearing beam 21 and is rotatably connected to the third traveling support plate 524. In this embodiment, when the load-bearing beam 21 needs to move, the two sides of the load-bearing beam 21 move on the third moving support plate 524 via the third pulley 5241 and the bottom of the load-bearing beam 21 moves on the third moving support plate 524 via the fourth pulley 525. At the same time, the second anchor plate 522 and the third anchor plate 523 are anchored and locked to the bridge body 1 by the second anchor cable 521.

[0078] Reference Figure 1 , Figure 2 , Figure 3 and Figure 4In this embodiment, to avoid walking interference during the formwork support in the middle construction area of ​​bridge body 1, the construction system further includes an inner formwork support component 62. The inner formwork support component 62 is mounted on the bottom load-bearing frame 611 of the bottom support frame 61. The inner formwork support component 62 penetrates the completed bridge body 1 and is anchored to the load-bearing structure 2. This allows the support height of the inner formwork support component 62 to be adjusted according to the placement of the transverse diaphragm 11 when the construction device moves as a whole, thus preventing walking interference with the entire construction system. Specifically, the inner formwork support component 62 includes: multiple lifting cables 621, an inner support frame 622, an inner top formwork 623, two first side plates 624, and two second side plates 625. Multiple lifting cables 621 are installed on the bottom load-bearing frame 611. One end of each lifting cable 621 is anchored to the bottom load-bearing frame 611, and the other end passes through the load-bearing beam 21 in the load-bearing structure 2 and is anchored to the load-bearing beam 21. The lifting cables 621 are used to adjust the support height of the inner formwork support assembly 62 on the bottom load-bearing frame 611 for the construction area of ​​the diaphragm 11. When the walking system moves, the inner formwork support assembly 62 is supported by the lifting cables 621 on the bottom support frame 61 and the bottom load-bearing frame 611. At the same time, the lifting cables 621 are anchored to the load-bearing structure 2 and the bridge body 1 to prevent formwork interference during movement. The inner support frame 622 is installed on the bottom load-bearing frame 611. The inner support frame 622 is square and its size is determined according to the size of the construction area of ​​the diaphragm 11. The inner top template 623 is mounted on the inner support frame 622, and is used to provide template support for the top of the construction area of ​​the diaphragm 11 on the inner support frame 622. Multiple first side plates 624 are arranged parallel to each other on the inner support frame 622 away from the anchoring structure 5, and are used to provide template support for one side of the construction area of ​​the diaphragm 11 on the inner support frame 622. Two second side plates 625 are symmetrically arranged on both sides of the inner support frame 622, and are used to provide template support for the remaining sides of the construction area of ​​the diaphragm 11 on the inner support frame 622.In this embodiment, a lifting cable 621 and an inner support frame 622 are provided on the bottom load-bearing frame 611. An inner top template 623, a first side plate 624, and a second side plate 625 are also provided on the inner support frame 622. These components provide template support for the central construction area of ​​the bridge body 1. The lifting cable 621 can also adjust the template support height of the inner support frame 622 on the bottom load-bearing frame 611. After the construction area of ​​the diaphragm 11 is completed, the inner support frame 622, in conjunction with the bottom load-bearing frame 611, sits on the bottom support frame 61 and descends until the inner formwork support assembly 62 detaches from the diaphragm 11 construction area, facilitating the movement of subsequent construction equipment. In this embodiment, to avoid inadequate support of the construction template in the diaphragm 11 area caused by the first side plate 624 and the second side plate 625 during the lifting process, and to avoid template interference during movement, the inner formwork support assembly 62 further includes a plurality of first deflection power components 626. The plurality of first deflection power components 626 are vertically arranged on the side of the inner support frame 622. The first side plate 624 and the second side plate 625 are connected to the inner support frame 622 through the plurality of first deflection power components 626. The extension and retraction directions of the first deflection power components 626 connected to the first side plate 624 and the first deflection power components 626 connected to the second side plate 625 are perpendicular, so as to better utilize the first deflection power components 626 to perform template support work in the construction area of ​​the diaphragm 11.

[0079] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A trackless triangular basket construction walking system, characterized in that, include: A load-bearing structure is installed on the bridge body that has been poured and constructed, and the load-bearing structure is connected to the bridge body that has been poured and constructed. Multiple first traveling parts are installed on the bridge body that has been poured. The multiple first traveling parts are respectively connected to the bottom end of the load-bearing structure. The first traveling parts are used to drive the load-bearing structure to adjust the construction position. Multiple anchoring and traveling structures are provided at one end of the load-bearing structure. The anchoring and traveling structures are anchored to the bridge body that has been poured. The anchoring and traveling structures are used to adjust the state of the load-bearing structure according to the construction status of the bridge body. A bottom formwork support structure is provided at the bottom of the other end of the load-bearing structure. The bottom formwork support structure is used to provide formwork support for the bridge body being poured at the other end of the load-bearing structure. Two walking frame structures are symmetrically arranged on both sides of the bridge body that has completed the pouring construction. One end of each walking frame structure is connected to the bridge body that has completed the pouring construction, and the other end of each walking frame structure is connected to the bottom formwork support structure.

2. The trackless triangular hanging basket construction walking system according to claim 1, characterized in that, The load-bearing structure includes: Multiple load-bearing beams are arranged in parallel on the completed bridge body. One end of each load-bearing beam is connected to the anchoring and traveling structure, and the other end of each load-bearing beam extends to the outside of the completed bridge body. The first traveling part is located at the bottom end of the load-bearing beam. Multiple reinforcing frames are disposed between pairs of adjacent load-bearing beams, and the reinforcing frames are used to connect the pairs of adjacent load-bearing beams together as a whole. Multiple reinforcing rods are symmetrically arranged in pairs on both sides of the load-bearing beam. The reinforcing rods are used to enhance the overall support strength of the load-bearing beam and the reinforcing frame.

3. The trackless triangular cradle construction walking system according to claim 2, characterized in that, The load-bearing beam is provided with multiple propulsion holes, and the first traveling part includes: The second traveling support is installed on the bridge body that has completed the pouring construction, and the second traveling support is fixedly connected to the bridge body that has completed the pouring construction. A connecting slide plate is provided, which is mounted on the second traveling support, and the load-bearing beam slides on the connecting slide plate; The second traveling support plate is disposed on one side of the second traveling support, and the second traveling support plate is slidably connected to the load-bearing beam; The second travel power component is disposed between the second travel support plate and the second travel support. One end of the second travel power component is connected to the second travel support, and the other end of the second travel power component is connected to the second travel support plate. The walking mechanism is spindle-shaped and is vertically hinged to the second walking support plate. One end of the walking mechanism passes through the second walking support plate and is engaged with the push hole. The other end of the traveling bracket is provided with a stop, which is located away from the second traveling power component. The stop is used to cooperate with the traveling bracket to insert into the push hole so that the load-bearing beam can slide on the second traveling support plate and the connecting slide plate.

4. The trackless triangular cradle construction walking system according to claim 3, characterized in that, The bottom mold support structure includes: A bottom support frame is provided at the bottom of one end of the load-bearing beam. The bottom support frame is used to provide formwork support for the construction area to be poured. The two sides of the bottom support frame are connected to the walking frame structure. A bottom load-bearing frame is located in the middle of the bottom support frame and is used to provide formwork support for the construction area in the middle of the bridge. Two side frame sections are provided on the bottom support frame and are symmetrically arranged on both sides of the bottom support frame. The two side frame sections are used to support and bear the load of the support formwork located on both sides of the bridge body.

5. The trackless triangular cradle construction walking system according to claim 4, characterized in that, The walking frame structure includes: A walking assembly is installed on one side of the bridge body that has completed the pouring construction. The walking assembly is used to cooperate with the first walking part to drive the bottom support frame to move. The traveling frame is C-shaped, with the bottom inner side of the traveling frame connected to the bottom support frame, and the top inner side of the traveling frame located on both sides of the bridge body that has been poured. The traveling frame is slidably connected to the traveling components.

6. The trackless triangular cradle construction walking system according to claim 5, characterized in that, The walking component includes: The walking track is set on both sides of the bridge body that has been poured. The walking track is set along the construction direction of the bridge body. The walking track is provided with multiple walking holes. The walking track is used to support the walking component to move. The first traveling support is disposed on the traveling track and is slidably connected to the traveling track. The first traveling support is dynamically engaged with multiple traveling holes on the traveling track. The first traveling support plate is slidably connected to the traveling track, the first traveling support plate is located on one side of the first traveling support, and the first traveling support plate is connected to the traveling frame. A first traveling power component is disposed between the first traveling support and the first traveling plate. One end of the first traveling power component is connected to the first traveling support, and the other end of the first traveling power component is connected to the first traveling plate.

7. The trackless triangular cradle construction walking system according to claim 2, wherein, The anchoring and traveling structure includes: An anchorage is provided on the load-bearing beam and is located on the bridge body that has been poured. One end of the anchorage is sleeved on the load-bearing beam, and the other end of the anchorage passes through the bridge body that has been poured and is anchored to the bridge body that has been poured. The second traveling part is installed on the bridge body that has completed the pouring construction. One end of the second traveling part is slidably connected to the load-bearing beam, and the other end of the second traveling part passes through the bridge body that has completed the pouring construction and is anchored to the bridge body that has completed the pouring construction.

8. The trackless triangular cradle construction walking system according to claim 7, characterized in that, The anchoring part includes: Four first anchor plates are arranged symmetrically in pairs to form two anchor groups. The two anchor groups are arranged in parallel on the load-bearing beam, and the bottom of the anchor group abuts against the load-bearing beam. Four first anchor cables are arranged symmetrically in pairs to form two anchor cable groups. Two anchor lock groups pass through the two anchor groups respectively. One end of each anchor cable group is anchored to the anchor group, and the other end of each anchor lock group passes through the bridge body that has been poured and is anchored to the bridge body that has been poured.

9. The trackless triangular cradle construction walking system according to claim 7, characterized in that, The second traveling unit includes: Multiple second anchor plates are arranged in parallel on the bridge body that has been poured. Several I-beam support plates are arranged perpendicularly on the multiple second anchor plates. Multiple third anchor plates are disposed on a plurality of I-beam support plates, and the multiple third anchor plates are perpendicularly intersecting the plurality of I-beam support plates. The second anchor plate is disposed parallel to the third anchor plate. The third traveling support plate is disposed on the third anchor plate and is located at the bottom and both sides of the load-bearing beam; Four second anchor cables are symmetrically arranged in pairs on both sides of the second anchor plate. One end of each second anchor cable passes through the third traveling support plate and is anchored to the third traveling support plate by anchor bolts. The other end of each second anchor cable is anchored to the bridge body that has been poured. Multiple third pulleys are symmetrically arranged in pairs on the inner side of the third traveling support plate, and the multiple third pulleys are respectively located on both sides of the load-bearing beam. The third pulleys are slidably connected to the load-bearing beam. The fourth pulley is located at the bottom end of the load-bearing beam and is rotatably connected to the third traveling support plate.

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