Open cut station deep foundation pit drainage structure

By designing a movable horizontal plate and drainage pipe structure, the problem that the deep foundation pit drainage structure in the prior art cannot adapt to different depths of the pit is solved, and efficient drainage effect and construction efficiency are achieved.

CN222349729UActive Publication Date: 2025-01-14中电建路桥集团有限公司
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Patent Information

Application Number
CN202323486767.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2023-12-20
Publication Date
2025-01-14
Estimated Expiration
2033-12-20

AI Technical Summary

Technical Problem

The existing deep foundation pit drainage structure cannot effectively move and adapt to the different depths of the pit, resulting in poor drainage effect and affecting the construction progress.

Method used

A structure including a transverse plate and a drain pipe is designed. The transverse plate is moved through a positioning hole and an adjustment mechanism. The drain pipe can automatically move up and down through the wheel and roller, and enter pits of different depths to pump water.

Benefits of technology

The stable movement of the drainage pipe and efficient pumping are achieved, the residual amount of water accumulation is reduced, and the construction efficiency is improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of foundation pit drainage, in particular to an open cut station deep foundation pit drainage structure which comprises a transverse plate and a drainage pipe, a positioning hole is formed in the middle of the transverse plate, the drainage pipe is arranged in the positioning hole, the upper end of the drainage pipe is provided with a water suction pump through a connecting flange, and the two side faces of the drainage pipe protrude to form fixing parts. First sealing bearings are installed on the opposite end faces of the fixing parts in an embedded mode, shaft rods are arranged in inner rings of the first sealing bearings, wheels are installed at the opposite ends of the shaft rods, positioning plates used for limiting the transverse plate on the deep foundation pit are arranged at the two ends of the transverse plate, and adjusting mechanisms driving the positioning plates to move are installed at the upper ends of the positioning plates. The device is simple in structure, the transverse plate can stably move along the deep foundation pit, the transverse plate moves to drive the water drainage pipe, and the water drainage pipe can enter pits with different depths through the wheels below the water drainage pipe, so that the water pumping quality is ensured, and the residual amount of accumulated water is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of foundation pit drainage, in particular to a deep foundation pit drainage structure for an open-cut station. Background Art

[0002] Subway open-cut stations are relatively common stations. During the construction process, it is necessary to strengthen the innovative planning of technical solutions, reduce contradictions in engineering construction, and improve the construction quality of the project. The design technology of subway open-cut stations should be adjusted with modern design concepts to improve the coordination of the station, effectively integrate it with the surrounding environment, and improve the image and function of subway open-cut stations.

[0003] At present, after deep foundation pits are excavated, they are mostly exposed to the outdoors. When it rains, rainwater falls in the deep foundation pits and causes water accumulation. When construction is carried out again, the accumulated water in the deep foundation pits needs to be discharged. Therefore, a practical drainage structure is needed. However, there are still some problems with the existing drainage structure when it is used. The position is relatively fixed, and the bottom of the deep foundation pit is generally uneven. The fixed drainage structure cannot pump out the accumulated water in some pits, which affects the drainage effect and subsequent construction. Summary of the invention

[0004] The technical problem to be solved by the utility model is to provide a deep foundation pit drainage structure for an open-cut station, which can be moved along the deep foundation pit, and the drainage pipe can automatically move up and down to enter pits of different depths, thereby solving the problems mentioned in the background technology.

[0005] The utility model is realized through the following technical scheme: a deep foundation pit drainage structure of an open-cut station, comprising a transverse plate and a drainage pipe, a positioning hole is provided in the middle of the transverse plate, the drainage pipe is arranged inside the positioning hole, a water pump is installed on the upper end of the drainage pipe through a connecting flange, two side surfaces of the drainage pipe protrude to form a fixing part, first sealed bearings are embedded on the opposite end surfaces of the fixing part, a shaft rod is provided in the inner ring of the first sealed bearing, wheels are installed on the opposite ends of the shaft rod, positioning plates for limiting the transverse plate on the deep foundation pit are provided at both ends of the transverse plate, and an adjusting mechanism for driving the positioning plate to move is installed on the upper end of the positioning plate.

[0006] As a preferred technical solution, the positioning plates are all arranged in an "L"-shaped structure, and a plurality of rollers are installed on the inner side surface of one lateral end of the positioning plates through a roller bracket.

[0007] As a preferred technical solution, the adjustment mechanism includes an adjustment block, a screw rod, a handwheel and multiple second sealed bearings. The cross plate is located on both sides of the positioning hole and is laterally provided with adjustment ports. The adjustment blocks are arranged inside the adjustment ports. The lower ends of the adjustment blocks are installed on the positioning plates. The insides of the adjustment blocks are laterally provided with screw rod holes that penetrate the adjustment blocks. One end of the adjustment ports is provided with a mounting groove, and the other end is provided with a mounting hole. The second sealed bearings are installed in the mounting groove and the mounting hole. Both ends of the screw rod are installed in the inner ring of the second sealed bearing. The middle of the screw rod is threadedly connected to the screw rod hole. The opposite end faces of the screw rod are extended outward and are fixedly connected to the handwheel.

[0008] As a preferred technical solution, positioning grooves are provided on both sides of the adjustment port, and both sides of the adjustment block protrude to form positioning parts, and the positioning parts are slidably installed in the positioning grooves.

[0009] As a preferred technical solution, limiting grooves are provided on both sides of the drain pipe, and limiting parts protrude from the inner ring surface of the positioning hole facing the limiting grooves, and the limiting parts are slidably installed in the limiting grooves.

[0010] As a preferred technical solution, a filter screen is installed in the opening at the lower end of the drain pipe.

[0011] The beneficial effects of the utility model are as follows: the utility model has a simple structure, and can adjust the distance between the positioning plates according to the width of the opening above the deep foundation pit, so that the rollers on the positioning plates can be placed on the soil on both sides of the deep foundation pit, and the vertical end of the positioning plate is arranged on the inner side of the deep foundation pit, so that the cross plate can move stably along the deep foundation pit, and the movement of the cross plate drives the drainage pipe, and the drainage pipe can enter the pits of different depths through the wheels below, so as to ensure the quality of water pumping and reduce the residual amount of accumulated water. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0013] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0014] Figure 2 It is a bottom view of the utility model;

[0015] Figure 3 It is a top view of the utility model;

[0016] Figure 4 It is the structural schematic diagram of the horizontal plate in this practical application.

[0017] In the figure, 1, horizontal plate; 2, drainage pipe; 3, fixing part; 4, shaft; 5, wheel; 6, limit groove; 7, adjustment port; 8, adjustment block; 9, positioning plate; 11, roller; 12, screw rod; 13, hand wheel; 14, water pump; 15, filter screen; 16, first sealing bearing; 17, positioning hole; 18, positioning part. DETAILED DESCRIPTION

[0018] The embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and cannot be understood as limiting the present invention.

[0019] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, the utility model is a deep foundation pit drainage structure of an open-cut station, comprising a transverse plate 1 and a drainage pipe 2, a positioning hole 17 is provided in the middle of the transverse plate 1, the drainage pipe 2 is arranged inside the positioning hole 17, a water pump 14 is installed on the upper end of the drainage pipe 2 through a connecting flange, fixed parts 3 are protruded on both side surfaces of the drainage pipe 2, first sealed bearings 16 are embedded on the opposite end surfaces of the fixed parts 3, a shaft rod 4 is provided in the inner ring of the first sealed bearing 16, wheels 5 are installed on the opposite ends of the shaft rod 4, positioning plates 9 for limiting the transverse plate 1 on the deep foundation pit are provided at both ends of the transverse plate 1, and an adjusting mechanism for driving the positioning plate 9 to move is installed on the upper end of the positioning plate 9.

[0020] In this embodiment, the positioning plates 9 are all arranged in an "L"-shaped structure, and a plurality of rollers 11 are installed on the inner side surface of one lateral end of the positioning plates 9 through a roller 11 bracket.

[0021] In this embodiment, the adjustment mechanism includes an adjustment block 8, a screw rod 12, a hand wheel 13 and a plurality of second sealed bearings. The cross plate 1 is provided with adjustment ports 7 on both sides of the positioning hole 17. The adjustment blocks 8 are arranged inside the adjustment ports 7. The lower ends of the adjustment blocks 8 are installed on the positioning plate 9. The insides of the adjustment blocks 8 are provided with screw rod holes passing through the adjustment blocks 8. One end of the adjustment ports 7 is provided with a mounting groove, and the other end is provided with a mounting hole. The second sealed bearings are installed in the mounting groove and the mounting hole. Both ends of the screw rod 12 are installed in the inner ring of the second sealed bearing. The middle of the screw rod 12 is threadedly connected to the screw rod hole. The opposite end faces of the screw rod 12 are extended outward and fixedly connected to the hand wheel 13. The adjustment block can be quickly driven to move by the screw rod, and the moved adjustment block can be self-locked by the screw rod after movement.

[0022] In this embodiment, positioning grooves are provided on both sides of the adjustment port 7, and positioning portions 18 are protruded on both sides of the adjustment block 8. The positioning portions 18 are slidably installed in the positioning grooves so that the adjustment block can move laterally along the positioning grooves, and the weight on the adjustment block can act on the positioning grooves and the cross plate through the positioning portions.

[0023] In this embodiment, limiting grooves 6 are provided on both sides of the drain pipe 2, and limiting parts are protruded from the inner circle surface of the positioning hole 17 opposite to the limiting groove 6. The limiting parts are slidably installed in the limiting groove 6. The drain pipe can be positioned through the limiting parts and the limiting grooves, so that the drain pipe can only move up and down along the positioning grooves, avoiding rotation and tilting, and increasing stability.

[0024] In this embodiment, a filter screen 15 is installed in the opening at the lower end of the drain pipe 2, through which the incoming accumulated water can be filtered to prevent impurities and garbage from being sucked in, thereby avoiding damage to the water pump.

[0025] When in use, the drainage pipe is inserted into the deep foundation pit, and the horizontal plate can be placed above the deep foundation pit, and the distance between the positioning plates can be adjusted according to the width of the deep foundation pit. When adjusting, the screw rod can be rotated by the hand wheel, and the rotation of the screw rod drives the adjustment block to move the adjustment block horizontally along the positioning groove. The movement of the adjustment block drives the positioning plate until the vertical end of the positioning plate is close to the inner side of the deep foundation pit opening, and the rollers on the positioning plate can be placed on the soil on both sides of the deep foundation pit. The drainage pipe can be positioned by the positioning plate and the horizontal plate to ensure stability during the pumping process;

[0026] Furthermore, when pumping water from pits at different locations, the cross plate can be pushed along the deep foundation pit, so that the rollers under the positioning plate move along the soil. The movement of the cross plate drives the drainage pipe, and the movement of the drainage pipe drives the wheels. The rolling wheels can pass through the ground at different heights. When the wheels pass through the raised ground, they can drive the drainage pipe to move upward along the positioning hole. When the wheels pass through the pits, the drainage pipe can move downward along the positioning hole, so that the lower end of the drainage pipe can be inserted into grooves of different depths, so as to ensure the quality of water pumping and reduce the residual amount of accumulated water.

[0027] The above is only a specific implementation of the utility model, but the protection scope of the utility model is not limited thereto. Any changes or substitutions that are not conceived through creative work should be included in the protection scope of the utility model. Therefore, the protection scope of the utility model should be based on the protection scope defined in the claims.

Claims

1. A deep foundation pit drainage structure for an open-cut station, characterized in that: The invention comprises a transverse plate (1) and a drainage pipe (2), wherein a positioning hole (17) is provided in the middle of the transverse plate (1), the drainage pipe (2) is arranged inside the positioning hole (17), a water pump (14) is installed at the upper end of the drainage pipe (2) through a connecting flange, a fixing part (3) is protruded on both side surfaces of the drainage pipe (2), a first sealing bearing (16) is embedded on the opposite end surfaces of the fixing part (3), a shaft (4) is provided in the inner ring of the first sealing bearing (16), wheels (5) are installed on the opposite ends of the shaft (4), positioning plates (9) for limiting the transverse plate (1) on the deep foundation pit are provided at both ends of the transverse plate (1), and an adjusting mechanism for driving the positioning plate (9) to move is installed on the upper end of the positioning plate (9).

2. The deep foundation pit drainage structure of an open-cut station according to claim 1 is characterized by: The positioning plates (9) are all arranged in an "L"-shaped structure, and a plurality of rollers (11) are installed on the inner side surface of one lateral end of the positioning plates (9) via a roller (11) bracket.

3. The deep foundation pit drainage structure of an open-cut station according to claim 1 is characterized by: The adjustment mechanism comprises an adjustment block (8), a screw rod (12), a hand wheel (13) and a plurality of second sealed bearings. The horizontal plate (1) is provided with adjustment ports (7) on both sides of the positioning hole (17). The adjustment block (8) is arranged inside the adjustment port (7). The lower end of the adjustment block (8) is mounted on the positioning plate (9). The inside of the adjustment block (8) is provided with a screw rod hole that passes through the adjustment block (8). One end of the adjustment port (7) is provided with a mounting groove, and the other end is provided with a mounting hole. The second sealed bearings are mounted in the mounting groove and the mounting hole. Both ends of the screw rod (12) are mounted in the inner ring of the second sealed bearing. The middle of the screw rod (12) is threadedly connected to the screw rod hole. The opposite end faces of the screw rod (12) are extended outward and fixedly connected to the hand wheel (13).

4. The deep foundation pit drainage structure of an open-cut station according to claim 3 is characterized by: Positioning grooves are provided on both sides of the adjustment port (7), and positioning parts (18) are protruded on both sides of the adjustment block (8), and the positioning parts (18) are slidably installed in the positioning grooves.

5. The deep foundation pit drainage structure of an open-cut station according to claim 1 is characterized by: Limiting grooves (6) are provided on both sides of the drainage pipe (2), and limiting parts protrude from the inner ring surface of the positioning hole (17) facing the limiting grooves (6), and the limiting parts are slidably installed in the limiting grooves (6).

6. The deep foundation pit drainage structure of an open-cut station according to claim 1 is characterized by: A filter screen (15) is installed in the opening at the lower end of the drain pipe (2).