Prefabricated lap joint module for bridge assembly type sidewalk

By using a prefabricated, modular design with interlocking joints and the use of guide components and casting troughs for fixation, the problems of high construction difficulty and high lifting requirements of traditional bridge pedestrian walkways have been solved. This has enabled low-cost, fast, and safe bridge pedestrian walkway construction, and has improved the controllability and aesthetics of the construction.

CN223522972UActive Publication Date: 2025-11-07CHINA CONSTR SEVENTH BUREAU SOUTHWEST CONSTR CO LTD
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Patent Information

Application Number
CN202422734539.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-11
Publication Date
2025-11-07
Estimated Expiration
2034-11-11

AI Technical Summary

Technical Problem

Traditional bridge pedestrian walkway construction faces challenges such as difficulties in installing pipes and high requirements for construction lifting, especially for small and medium-sized bridges or in situations with poor lifting conditions. Cast-in-place and prefabricated pedestrian walkways also present significant construction difficulties and poor aesthetics.

Method used

Prefabricated overlapping modules, including sidewalk panels and sleeper beams, are used and connected by guide components to form cavities for installing municipal pipelines. They are then fixed using casting trenches and cement mortar layers, enabling modular construction, reducing lifting requirements and improving construction safety.

Benefits of technology

It enables low-cost, fast, and safe construction of bridge pedestrian walkways, reduces cumbersome on-site processes, and improves the controllability and aesthetics of construction. It is suitable for small and medium-sized bridges or occasions with poor lifting conditions.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a prefabricated lap joint module for a bridge assembly type sidewalk, which belongs to the technical field of bridge assembly type sidewalks, comprises a sidewalk construction module, and is characterized in that the sidewalk construction module consists of a sidewalk panel parallel to a bridge floor and a sleeper beam connected with the sidewalk panel into a whole; the sleeper beams are arranged perpendicular to the bridge and the sidewalk face plates, every two adjacent sidewalk face plates arranged in the length direction are connected through a guide assembly, a cavity is formed between every two adjacent sidewalk structure modules spliced in the width direction of the bridge, and the cavities are formed by surrounding of the sidewalk face plates and the sleeper beams. According to the utility model, the traditional cast-in-place type and integral assembly type sidewalks are subjected to unit modularization, the tedious process of on-site cast-in-place is effectively reduced, and municipal pipelines and the like can be mounted in the cavity below the sidewalk plate through the cavity, so that the situation that the municipal pipelines are suspended outside a bridge is reduced, and the whole bridge is more attractive.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to bridge assembly sidewalk technical field, concretely relates to a prefabricated joint module for bridge assembly sidewalk. BACKGROUND

[0002] In recent years, with the continuous progress of bridge construction technology, the bridge construction in China is developing rapidly, and the bridge deck structure in the bridge construction technology mainly includes lane pavement, drainage and waterproof system, sidewalk, curb stone, guardrail, lighting lamp and expansion joint etc.

[0003] The sidewalk construction method can be divided into in-situ cast type, prefabricated assembly type, partial assembly and partial in-situ cast hybrid type. In the past, the in-situ cast type sidewalk was mostly used in the bridge construction process, and when municipal pipeline was laid, it was often suspended and laid outside the bridge deck structure, which was more complicated in operation process, difficult in operation and affected the bridge appearance. In addition, the in-situ cast type sidewalk is rarely used, and the prefabricated assembly module is mostly used for assembly to improve the construction efficiency and quality. At present, the assembly sidewalk is usually prefabricated in whole sections, which has great requirements for construction lifting conditions.

[0004] Therefore, the inventor believes that the traditional in-situ cast and whole assembly sidewalk respectively have the defects of difficult pipe installation and high construction lifting requirement, and proposes a prefabricated joint module of assembly sidewalk which is low in cost, fast in construction, safe and reliable. UTILITY MODEL CONTENT

[0005] Therefore, the utility model aims to provide a prefabricated joint module of assembly sidewalk which is low in cost, fast in construction, safe and reliable.

[0006] In order to achieve the above-mentioned purpose, the utility model provides the following technical scheme:

[0007] The utility model provides a prefabricated joint module of assembly sidewalk for bridge, which comprises sidewalk structure module, the sidewalk structure module is composed of sidewalk panel which is arranged in parallel with the bridge deck and sleeper beam which is connected with the sidewalk panel as a whole, the sleeper beam is arranged perpendicularly to the bridge and the sidewalk panel, the adjacent two sidewalk panels arranged along the length direction are connected through the guide assembly, the adjacent two sidewalk structure modules arranged along the width direction of the bridge are connected to form a cavity, and the cavity is formed by the sidewalk panel and the sleeper beam.

[0008] Further, the guide assembly comprises guide protrusions arranged on the opposite two side walls of the sidewalk panel along the length direction and guide grooves matched with the guide protrusions.

[0009] Further, the guide protrusions are arranged in two, and the two guide protrusions are arranged symmetrically about the sleeper beam.

[0010] Further, the sidewalk panel is provided with a pouring groove extending along the width direction of the bridge and penetrating through the sidewalk panel, and two adjacent sidewalk structure modules are fixed as a whole through the pouring groove.

[0011] Further, the pouring groove is arranged in a trapezoidal shape, and the bottom wall width of the pouring groove is greater than the top opening width of the pouring groove.

[0012] Further, the sidewalk structure module is prefabricated in a T-shaped arrangement by reinforced concrete.

[0013] The beneficial effects of the present application are as follows:

[0014] The present application modularizes the traditional cast-in-place and integral assembly type sidewalk, and prefabricates the assembly component in a factory mode, so that the component is small and light, the quality is controllable, the cumbersome process of on-site casting is effectively reduced, the construction lifting condition of the integral segmented prefabricated sidewalk is reduced, the unitized construction greatly increases the safety and controllability of the sidewalk construction, and the unit module is particularly suitable for small and medium-sized bridges or sidewalk construction with poor lifting conditions.

[0015] Other advantages, objects and features of the present application will be explained in the following description, and will be apparent to those skilled in the art to some extent, or can be learned from the practice of the present application. The objects and other advantages of the present application can be achieved and obtained by the following description. BRIEF DESCRIPTION OF DRAWINGS

[0016] In order to make the purpose, technical scheme and beneficial effects of the present application more clear, the present application provides the following drawings for explanation:

[0017] Fig. 1 The structure schematic view of the sidewalk structure module of the embodiment of the present application;

[0018] Fig. 2 The structure schematic view of the sidewalk structure module of the embodiment of the present application;

[0019] Fig. 3 The side view of the sidewalk structure module of the embodiment of the present application and the bridge cooperation along the width direction.

[0020] The reference signs in the drawings are as follows: a sidewalk construction module 1, a sidewalk panel 2, a sleeper beam 3, a cavity 4, a guide protrusion 5, a pouring groove 6, a cement mortar layer 7, a guide groove 8, a guide assembly 9, a side sleeper beam 10, a curb 11. DETAILED DESCRIPTION

[0021] As Figs. 1-3 shown in the utility model provides a prefabricated lap module for bridge assembled sidewalk, include: sidewalk construction module 1, the sidewalk construction module 1 is by with the parallel arrangement of bridge deck sidewalk panel 2 and with the sleeper beam 3 of the integration of sidewalk panel 2 connection, the sleeper beam 3 is perpendicular to bridge deck and sidewalk panel 2 setting, along the length direction setting adjacent two sidewalk panel 2 are connected through guide assembly 9, the guide assembly 9 includes the guide protrusion 5 of setting on the opposite two side walls of sidewalk panel 2 along the length direction respectively and with guide protrusion 5 cooperation's guide groove 8, the guide protrusion 5 with guide groove 8 cooperation can limit the displacement of sidewalk panel 2 along the axis direction, the cavity 4 between the adjacent two sidewalk construction modules 1 spliced along the bridge width direction is formed, the cavity 4 is formed by sidewalk panel 2, sleeper beam 3 surrounds, the pouring groove 6 that is extended along the bridge width direction and is through sidewalk panel 2 is set on the sidewalk panel 2, and the adjacent two sidewalk construction modules 1 are fixed as an organic whole through the pouring groove 6 pouring cement mortar layer 7.

[0022] In the scheme, when splicing adjacent two sidewalk construction modules 1 along the bridge length direction, splicing is realized through the cooperation of the guide protrusion 5 and the guide groove 8 to ensure that the top walls of the adjacent sidewalk panels 2 are located in the same plane; after the plurality of sidewalk construction modules 1 are spliced in the width direction, the whole is arranged on the side sleeper beam 10 located on the left side of the sidewalk on the first side in the width direction, the whole is arranged on the curb 11 located on the right side of the sidewalk on the second side in the width direction, and the plurality of cavities 4 arranged in the length direction form a channel for installing municipal pipelines, which is beneficial to reduce the situation that the municipal pipelines are suspended outside the bridge and make the bridge as a whole more beautiful.

[0023] In an embodiment of the utility model, the guide protrusion 5 is provided with two, and the two guide protrusions 5 are symmetrically arranged about the sleeper beam 3 to improve the stability of splicing and the accuracy of guiding.

[0024] In an embodiment of the utility model, the sidewalk construction module 1 is prefabricated into a T-shaped structure by reinforced concrete.

[0025] In an embodiment of the utility model, the pouring groove 6 is arranged in a trapezoidal shape, and the bottom wall width of the pouring groove 6 is greater than the top opening width of the pouring groove 6. This can ensure the stability of the cement mortar layer 7 and avoid the cement mortar layer 7 from being separated from the sidewalk panel 2.

[0026] Finally, it is explained that the above preferred embodiments are only used to illustrate the technical solutions of the present application and are not limited, although the present application has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made in form and details without departing from the scope defined by the claims of the present application.

Claims

1. A prefabricated jointed module for a bridge decked walkway comprising a walkway construction module characterised in that: The sidewalk construction module is composed of sidewalk panels arranged in parallel with the bridge deck and sleeper beams connected with the sidewalk panels, the sleeper beams are arranged perpendicularly to the bridge and the sidewalk panels, two adjacent sidewalk panels arranged in the length direction are connected through a guide assembly, a cavity is formed between two adjacent sidewalk construction modules arranged in the width direction of the bridge, and the cavity is surrounded by the sidewalk panels and the sleeper beams.

2. The prefabricated overlapping module for a bridge-equipped pedestrian walkway according to claim 1, characterized in that: The guide assembly comprises guide protrusions arranged on opposite sidewalls of the sidewalk panels in the length direction and guide grooves matched with the guide protrusions.

3. The prefabricated overlapping module for a bridge-equipped pedestrian walkway according to claim 2, characterized in that: The guide protrusions are arranged in pairs and symmetrically about the sleeper beam.

4. The prefabricated overlapping module for a bridge-equipped pedestrian walkway according to claim 1, characterized in that: The sidewalk panel is provided with a pouring groove extending in the width direction of the bridge and penetrating through the sidewalk panel, and two adjacent sidewalk construction modules are fixed as a whole through the pouring groove.

5. The prefabricated overlapping module for a bridge-equipped pedestrian walkway according to claim 4, characterized in that: The pouring groove is arranged in a trapezoidal shape, and the width of the bottom wall of the pouring groove is greater than the width of the top opening of the pouring groove.

6. The prefabricated overlapping module for a bridge-equipped pedestrian walkway according to claim 1, characterized in that: The sidewalk construction module is prefabricated in a T shape by reinforced concrete.