Outdoor escalator shaft structure of a footbridge

CN224741419UActive Publication Date: 2026-09-11FUZHOU PLANNING DESIGN & RES INST
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202522243173.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-10-23
Publication Date
2026-09-11
Estimated Expiration
2035-10-23

AI Technical Summary

Technical Problem

[0003]然而,现有的人行桥室外自动扶梯井道结构存在一些问题:一方面,由于自动扶梯自身重量较大,加上扶梯上的人群荷载,容易导致自动扶梯所在的桥台发生沉降,影响自动扶梯的正常运行和使用安全;另一方面,室外环境中雨水较多,现有的井道结构排水性能不佳,容易出现积水现象,积水不仅会影响自动扶梯的使用寿命,还可能对行人通行造成安全隐患,同时增加了维护成本

Benefits of technology

本实用新型利用桩基竖向承载力大的特点,有效传递自动扶梯及人群荷载,减小了桥台的沉降,保证了自动扶梯的正常运行和使用安全;采用桥台台身与扶梯井底板、扶梯井侧墙一体浇筑的方式,增强了井道结构的整体性和稳定性,提高了结构的使用寿命;通过预埋HDPE管、设置集水井以及可安装的潜水排污泵,形成了完善的排水系统,能够快速有效地将雨水排出,避免了积水问题,降低了维护成本,保障了行人通行安全。

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN224741419U_ABST
    Figure CN224741419U_ABST
Patent Text Reader

Abstract

The utility model discloses an outdoor escalator shaft structure of footbridge belongs to the civil engineering structure technical field of escalator, including the abutment body, the abutment body bottom is installed with the pile foundation, the abutment body is installed with the escalator, the abutment body one side is provided with the escalator well bottom plate, the escalator well bottom plate is away from the abutment body one side top and is provided with the escalator well side wall, the abutment body and the escalator well bottom plate, the escalator well side wall integrally pour and form the escalator well structure, the bottom of escalator well structure is embedded with the HDPE pipe, the HDPE pipe is away from the one end of escalator well structure and is connected with the water collecting well, the water collecting well bottom is connected with the drain pipe, the drain pipe is connected with the municipal drainage system, the utility model discloses a kind of improve structural stability, enhance the outdoor escalator shaft structure of footbridge of drainage capacity.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This utility model relates to the field of civil engineering technology for escalators, and in particular to an outdoor escalator shaft structure for pedestrian bridges. Background Technology

[0002] With the continuous development of urban transportation, pedestrian bridges, as an important facility to ensure the safety of pedestrians crossing the street, are receiving increasing attention for their function and comfort. In some pedestrian bridges with high traffic volume and significant elevation differences, outdoor escalators are often installed to facilitate pedestrian passage.

[0003] However, the existing outdoor escalator shaft structure of pedestrian bridges has some problems: on the one hand, due to the large weight of the escalator itself, coupled with the load of people on the escalator, the bridge abutment where the escalator is located is prone to settlement, affecting the normal operation and safety of the escalator; on the other hand, there is a lot of rain in the outdoor environment, and the existing shaft structure has poor drainage performance, which easily leads to water accumulation. Water accumulation not only affects the service life of the escalator, but may also pose a safety hazard to pedestrians, while increasing maintenance costs.

[0004] Therefore, there is a need for an outdoor escalator shaft structure for pedestrian bridges that can effectively solve the problems of easy settlement and water accumulation. Utility Model Content

[0005] In order to overcome the shortcomings of the prior art, the technical problem to be solved by this utility model is to propose a pedestrian bridge outdoor escalator shaft structure that improves structural stability and enhances drainage capacity.

[0006] To achieve this objective, the present invention adopts the following technical solution: This utility model provides an outdoor escalator shaft structure for a pedestrian bridge, including a bridge abutment body. A pile foundation is installed at the bottom of the bridge abutment body. An escalator is installed on the bridge abutment body. An escalator shaft bottom slab is provided on one side of the bridge abutment body. An escalator shaft side wall is provided on the top of the side of the escalator shaft bottom slab away from the bridge abutment body. The bridge abutment body, the escalator shaft bottom slab, and the escalator shaft side wall are integrally cast to form an escalator shaft structure. An HDPE pipe is pre-embedded at the bottom of the escalator shaft structure. A water collection well is connected to the end of the HDPE pipe away from the escalator shaft structure. A drainage pipe is connected to the bottom of the water collection well and is connected to the municipal drainage system. A stainless steel grating cover is installed on the water collection well.

[0007] The preferred technical solution of this utility model is that a groove is reserved on the bridge abutment, a pre-embedded steel plate is provided on the groove, and the escalator is placed on the pre-embedded steel plate.

[0008] The preferred technical solution of this utility model is that the bridge abutment body is arranged in a stepped shape, and the bridge abutment body is provided with pre-embedded steel bars, which are located at the bottom of the pre-embedded steel plate.

[0009] The preferred technical solution of this utility model is that it further includes a C25 plain concrete cushion layer, which is respectively set on the bridge abutment body, the bottom plate of the escalator well and the bottom of the water collection well, and has a thickness of 10cm.

[0010] A preferred embodiment of this invention is that a submersible sewage pump is installed in the water collection well, and the submersible sewage pump is automatically controlled by the liquid level.

[0011] The preferred technical solution of this utility model is that the diameter of the HDPE pipe is 150mm.

[0012] Compared with the prior art, the beneficial effects of this utility model are as follows: This utility model utilizes the high vertical bearing capacity of pile foundations to effectively transfer the load of escalators and pedestrians, reducing abutment settlement and ensuring the normal operation and safety of escalators. The method of integrally casting the abutment body with the escalator shaft bottom slab and side walls enhances the integrity and stability of the shaft structure and extends its service life. By pre-embedding HDPE pipes, installing water collection wells, and installing submersible sewage pumps, a complete drainage system is formed, which can quickly and effectively drain rainwater, avoiding water accumulation, reducing maintenance costs, and ensuring pedestrian safety. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the escalator shaft structure provided in a specific embodiment of the present utility model; Figure 2 This is a top view of the escalator shaft structure provided in a specific embodiment of this utility model; Figure 3 This is a schematic diagram of the embedded steel plate structure provided in a specific embodiment of this utility model.

[0014] The attached diagram lists the components represented by each number as follows: 1. Bridge abutment body; 11. Embedded steel plate; 12. Embedded steel bar; 2. Pile foundation; 3. Escalator; 4. Escalator shaft bottom plate; 5. Escalator shaft side wall; 6. HDPE pipe; 7. Water collection well; 71. Drainage pipe; 8. Stainless steel grating cover plate; 9. C25 plain concrete cushion layer. Detailed Implementation

[0015] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0016] An outdoor escalator shaft structure for a pedestrian bridge includes a bridge abutment body 1, with pile foundations 2 installed at the bottom of the abutment body 1, an escalator 3 installed on the abutment body 1, an escalator shaft bottom plate 4 on one side of the abutment body 1, and an escalator shaft side wall 5 on the top of the side of the escalator shaft bottom plate 4 away from the abutment body 1. The abutment body 1, the escalator shaft bottom plate 4, and the escalator shaft side wall 5 are integrally cast to form an escalator shaft structure. An HDPE pipe 6 with a diameter of 150mm is pre-embedded at the bottom of the escalator shaft structure. A water collection well 7 is connected to the end of the HDPE pipe 6 away from the escalator shaft structure. A drainage pipe 71 is connected to the bottom of the water collection well 7 and is connected to the municipal drainage system. A stainless steel grating cover 8 is installed on the water collection well 7.

[0017] By setting pile foundation 2, a solid foundation support is provided for the entire structure, which improves the overall stability of the structure. The bridge abutment body 1, the bottom plate of the escalator well 4, and the side wall of the escalator well 5 are cast together to form the escalator well structure, which enhances the integrity and deformation resistance of the structure and can effectively resist the influence of external loads and natural environment. HDPE pipe 6 is pre-embedded at the bottom of the escalator well structure and connected to the municipal drainage system through water collection well 7 and drainage pipe (71), forming a complete drainage channel. It can quickly and effectively drain rainwater and other liquids in the escalator well, avoid rainwater accumulation and damage to the automatic escalator 3, ensure the normal operation of the automatic escalator 3, extend its service life, and effectively solve the problems of easy settlement and water accumulation of the existing outdoor automatic escalator 3 of the pedestrian bridge.

[0018] As a possible implementation of this solution, preferably, a slot is reserved on the bridge abutment body 1, and a pre-embedded steel plate 11 is provided on the slot, and the escalator 3 is placed on the pre-embedded steel plate 11.

[0019] A slot is reserved on the bridge abutment body 1 and a pre-embedded steel plate 11 is installed to provide a flat and solid installation foundation for the escalator 3. The escalator 3 is placed on the pre-embedded steel plate 11, which makes the force on the escalator 3 more uniform, reduces the phenomenon of local stress concentration, and avoids the escalator 3 shaking or being damaged due to unstable installation during operation, thereby improving the stability and safety of the escalator 3 installation.

[0020] As a possible implementation of this solution, preferably, the bridge abutment body 1 is arranged in a stepped shape, and the bridge abutment body 1 is provided with pre-embedded steel bars 12, which are located at the bottom of the pre-embedded steel plate 11.

[0021] The abutment body 1 is set in a stepped shape, which not only better adapts to the installation requirements of the escalator 3, but also increases the contact area between the abutment body 1 and the foundation, thereby improving the stability of the abutment body 1. The embedded steel bars 12 are set inside the abutment body 1 at the bottom of the embedded steel plate 11, which further enhances the structural strength and load-bearing capacity of the embedded steel plate 11. It can effectively bear the weight of the escalator 3 and the load generated during operation, ensuring that the structure is not easily damaged during long-term use and improving the durability of the entire structure.

[0022] As a possible implementation of this solution, preferably, it also includes a C25 plain concrete cushion layer 9, which is respectively set at the bottom of the bridge abutment body 1, the bottom plate of the escalator well 4 and the bottom of the water collection well 7, and has a thickness of 10cm.

[0023] The C25 plain concrete subbase 9 serves a leveling function, ensuring the construction quality of the superstructure. It also provides some water resistance, reducing groundwater erosion of the superstructure. Furthermore, the C25 plain concrete subbase 9 can evenly transfer the load of the superstructure to the foundation, improving the foundation's bearing capacity and stability, thereby ensuring the safety and reliability of the entire shaft structure.

[0024] As a possible implementation of this solution, preferably, a submersible sewage pump is installed in the water collection well 7. This submersible sewage pump employs automatic level control, enabling automated drainage of the water collection well 7 without manual operation, thus saving labor costs. When the water level in the water collection well 7 reaches a set height, a level sensor sends a signal to control the submersible sewage pump to automatically start drainage, preventing rainwater from overflowing the water collection well 7 and affecting escalator operation due to untimely drainage. When the water level drops to a set position, the level sensor sends a signal to control the submersible sewage pump to automatically stop, saving energy and improving the operating efficiency and reliability of the drainage system.

[0025] This utility model has been described through preferred embodiments. Those skilled in the art will understand that various changes or equivalent substitutions can be made to these features and embodiments without departing from the spirit and scope of this utility model. This utility model is not limited to the specific embodiments disclosed herein; other embodiments falling within the scope of the claims of this application are all within the protection scope of this utility model.

Claims

1. A pedestrian bridge outdoor escalator shaft structure, characterized in that: The structure includes a bridge abutment body (1), a pile foundation (2) installed at the bottom of the bridge abutment body (1), an escalator (3) installed on the bridge abutment body (1), an escalator well bottom plate (4) set on one side of the bridge abutment body (1), an escalator well side wall (5) set on the top of the side of the escalator well bottom plate (4) away from the bridge abutment body (1), the bridge abutment body (1), the escalator well bottom plate (4), and the escalator well side wall (5) are integrally cast to form an escalator well structure, an HDPE pipe (6) is pre-embedded at the bottom of the escalator well structure, a water collection well (7) is connected to the end of the HDPE pipe (6) away from the escalator well structure, a drainage pipe (71) is connected to the bottom of the water collection well (7), the drainage pipe (71) is connected to the municipal drainage system, and a stainless steel grating cover plate (8) is installed on the water collection well (7).

2. The outdoor escalator shaft structure for a pedestrian bridge according to claim 1, characterized in that: The bridge abutment body (1) has a pre-reserved slot, and a pre-embedded steel plate (11) is provided on the slot. The escalator (3) is placed on the pre-embedded steel plate (11).

3. The outdoor escalator shaft structure for a pedestrian bridge according to claim 2, characterized in that: The bridge abutment body (1) is arranged in a stepped shape, and the bridge abutment body (1) is provided with embedded steel bars (12), which are located at the bottom of the embedded steel plate (11).

4. The outdoor escalator shaft structure for a pedestrian bridge according to claim 1, characterized in that: It also includes a C25 plain concrete cushion layer (9), which is respectively set at the bottom of the bridge abutment body (1), the bottom plate of the escalator well (4) and the water collection well (7), with a thickness of 10cm.

5. The outdoor escalator shaft structure for a pedestrian bridge according to claim 1, characterized in that: The water collection well (7) is equipped with a submersible sewage pump, which is automatically controlled by the liquid level.

6. The outdoor escalator shaft structure for a pedestrian bridge according to claim 1, characterized in that: The HDPE pipe (6) has a diameter of 150 mm.