一种无轨挂篮行走与限位结构

By designing a trackless hanging basket walking and limiting structure and adopting anchored walking components and walking components, the problem of manual operation required by traditional hanging basket structures has been solved, realizing automated movement and shortening the construction period.

CN224514075UActive Publication Date: 2026-07-17SICHUAN ROAD & BRIDGE CONSTRUCTION GROUP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
SICHUAN ROAD & BRIDGE CONSTRUCTION GROUP CO LTD
Filing Date
2025-07-30
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional hanging basket structures cannot move automatically during bridge construction, requiring a large number of personnel to operate them manually, resulting in long construction periods.

Method used

Design a trackless hanging basket traveling and limiting structure, including a load-bearing beam, a reinforcing frame, a reinforcing rod, an anchoring traveling component, and a traveling component. After the anchoring limiting is released by the anchoring traveling component, the traveling component is used to push the load-bearing beam to achieve automatic movement.

Benefits of technology

It enables the automatic movement of load-bearing beams without manual adjustment, reducing construction time and improving construction efficiency.

✦ Generated by Eureka AI based on patent content.

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    Figure CN224514075U_ABST
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Abstract

本实用新型公开了一种无轨挂篮行走与限位结构,涉及桥梁挂篮施工技术领域,包括多个承重梁,多个所述承重梁平行设置于已完成浇筑施工桥体上,所述承重梁用于对桥体施工模板进行承重支撑;多个加强框,多个所述加强框设置于两两相邻的承重梁之间,所述加强框用于将两两相邻的承重梁进行整体联系起来;多个加强杆;多个锚固行走组件;行走组件。本实用新型在需要整体行走时,首先让锚固行走组件解除对承重梁的锚固限位,而后通过行走组件进行推进承重梁,完成行走,整体不需要操作人员进行手动调整推进,也不需要过多的操作人员进行干预行走过程。即有效的实现了解决现有技术中存在传统挂篮行走需要大量人员手动操作的缺点。
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Claims

1. A trackless hanging basket walking and limiting structure, characterized in that, include: Multiple load-bearing beams are arranged in parallel on the completed bridge body, and the load-bearing beams are used to support the bridge body construction formwork. 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. Multiple anchoring and traveling components are respectively disposed at one end of multiple load-bearing beams. The anchoring and traveling components are used to anchor the load-bearing beam structure to the completed bridge body to ensure the stability of the load-bearing beam support. A walking assembly is disposed at the bottom end of the load-bearing beam, and the load-bearing beam moves on the bridge body that has been poured.

2. The trackless hanging basket walking and limiting structure according to claim 1, characterized in that, The load-bearing beam is provided with multiple propulsion holes, and the walking assembly includes: The first traveling support is installed on the bridge body that has completed the pouring construction, and the first 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 first traveling support, and the load-bearing beam slides on the connecting slide plate; The first traveling support plate is disposed on one side of the first traveling support, and the first traveling support plate is slidably connected to the load-bearing beam; A first traveling power component is disposed between the first traveling support plate and the first traveling support, with one end of the first traveling power component connected to the first traveling support and the other end of the first traveling power component connected to the first traveling support plate. The traveling bracket is spindle-shaped, tapering from middle to ends. It is vertically hinged to the first traveling support plate, with one end penetrating the first traveling support plate and engaging with the advance hole. The other end of the traveling bracket is provided with a stop, which is located on the traveling bracket away from the first traveling power component.

3. The trackless hanging basket walking and limiting structure according to claim 2, characterized in that, The walking component also includes: Multiple first pulleys are symmetrically arranged on both sides of the inside of the connecting slide plate, and multiple first pulleys are symmetrically arranged in pairs on both sides of the load-bearing beam. The load-bearing beam slides on the connecting slide plate via the first pulleys. Multiple second pulleys are symmetrically arranged on both sides of the interior of the first traveling support plate, and multiple second pulleys are symmetrically arranged in pairs on both sides of the load-bearing beam. The load-bearing beam slides on the first traveling support plate via the second pulleys.

4. The trackless hanging basket walking and limiting structure according to claim 1, characterized in that, The anchoring and traveling assembly 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 traveling section is installed on the bridge body that has been poured. One end of the traveling section is slidably connected to the load-bearing beam, and the other end of the traveling section passes through the bridge body that has been poured and is anchored to it.

5. The trackless hanging basket walking and limiting structure according to claim 4, 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.

6. The trackless hanging basket walking and limiting structure according to claim 5, characterized in that, In each anchoring assembly, the two first anchoring plates are anchored by anchoring bolts. The anchoring part further includes: Multiple anchor sleeves are arranged in parallel pairs between two first anchor plates in each anchor group. The height of the anchor sleeves is higher than the anchoring height of the first anchor plate that abuts against the load-bearing beam.

7. The trackless hanging basket walking and limiting structure according to claim 4, characterized in that, The walking 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. The third anchor plate, a plurality of the third anchor plates are disposed on a plurality of I-beam support plates, the plurality of the third anchor plates are perpendicularly intersecting the plurality of I-beam support plates, and the second anchor plate is disposed parallel to the third anchor plate; The second 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 second traveling support plate and is anchored to the second 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 second 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 second traveling support plate.