Narrow river valley dam concrete pouring system

By using slippers, hanging cans, tower cranes, feeders, belt machines and anti-separation devices in the concrete pouring system of narrow river valley dams, the problems of concrete pouring difficulties, separation and cold joints in narrow river valley dams were solved, and the smooth entry of concrete into the warehouse and improvement of construction quality was achieved.

CN222862284UActive Publication Date: 2025-05-13POWERCHINA HUADONG ENG CORP LTD +1
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Patent Information

Application Number
CN202421932459.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-09
Publication Date
2025-05-13
Estimated Expiration
2034-08-09

AI Technical Summary

Technical Problem

In dams built on narrow river valleys, concrete casting is difficult, and concrete separation and cold joints are prone to occur.

Method used

A concrete pouring system for narrow river valley dams was designed, including slippers, hanging cans, tower cranes, feeders, belt machines and anti-separation devices. The gantry is set on the slope of the river valley to transport concrete; the lifting tanks and tower cranes are used to lift concrete; the feeder and belt conveyor are used to transport concrete; the anti-separation device is used to prevent concrete separation.

Benefits of technology

Through this system, the problem of difficulty in entering concrete in narrow river valley dams is solved, the concrete separation and cold joints are effectively avoided, and the continuity and quality of construction is ensured.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a narrow river valley dam concrete pouring system. The method is suitable for the technical field of dam concrete pouring. The technical problem to be solved by the utility model is to provide the narrow river valley dam concrete pouring system. According to the technical scheme, the narrow river valley dam concrete pouring system is characterized in that the narrow river valley dam concrete pouring system comprises a chute tube which is arranged on a river valley bank slope on at least one side and can be used for conveying concrete from the top of the bank slope to the slope toe of the bank slope, and the chute tube is provided with at least one anti-segregation device; the hanging tank can be used for receiving the concrete sent by the chute tube; and the tower crane can hoist the hanging tank between the lower end of the sliding cylinder and the silo surface at the bottom of the river valley.
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Description

Technical Field

[0001] The utility model relates to a narrow valley dam concrete pouring system, which is applicable to the field of dam concrete pouring. Background Art

[0002] Pouring dam concrete is a key process in water conservancy project construction. There are various methods for pouring dam concrete. However, for dams built on narrow river valleys, the construction is more difficult and concrete pouring is more difficult. Since the distance from the two banks of the narrow river valley to the bottom of the valley is far, if the concrete transportation and pouring methods are not properly selected, concrete segregation and concrete cold joints will occur. Utility Model Content

[0003] The technical problem to be solved by the utility model is: in view of the above existing problems, a narrow river valley dam concrete pouring system is provided.

[0004] The technical solution adopted by the utility model is: a narrow valley dam concrete pouring system, characterized in that it includes:

[0005] A chute is arranged on at least one side of the river valley bank slope, and can be used to transport concrete from the top of the bank slope to the foot of the bank slope. The chute is provided with at least one anti-segregation device;

[0006] A hanging tank, which can be used to receive concrete delivered by the chute;

[0007] The tower crane can hoist the hanging tank between the lower end of the chute and the warehouse surface at the bottom of the valley.

[0008] Also includes:

[0009] The feeder is installed at the top of the bank slope and can be used to receive the concrete poured by the concrete transport truck;

[0010] The belt conveyor is arranged between the feeder and the top of the chute and can be used to transport the concrete delivered by the feeder to the chute.

[0011] A regulating valve is provided at the lower end of the chute.

[0012] The regulating valve adopts a hydraulic or electric curved door.

[0013] The anti-segregation device comprises at least two conical openings, and the lower end openings of the upper and lower adjacent conical openings are respectively oriented toward the two sides of the axis of the chute.

[0014] The openings at the lower ends of the upper and lower adjacent tapered openings are oriented at 90 degrees to each other.

[0015] The chute is fixed on the bank slope below via a support body.

[0016] A step is arranged on one side of the chute, and a guardrail is provided.

[0017] The beneficial effects of the utility model are as follows: the utility model solves the problem of the difficulty in putting concrete into the silo of a narrow valley dam by cooperating with a chute, a hanging tank and a tower crane; the anti-segregation device is arranged on the chute to effectively avoid the segregation of concrete; the distance between the lower end of the chute and the silo surface at the bottom of the valley is relatively close, which effectively avoids the cold seam phenomenon of concrete, and has a certain prospect for promotion and application. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 A schematic diagram of this application.

[0019] Among them, 1. tower crane, 2. tower crane hook, 3. belt conveyor, 4. feeder, 5. guardrail, 6. support body, 7. chute, 8. steps, 9. anti-segregation device, 10. regulating valve, 11. hanging tank. DETAILED DESCRIPTION

[0020] In order to better understand the technical solution of the present application, the embodiments of the present application are described in detail below with reference to the accompanying drawings.

[0021] The terms used in the embodiments of the present application are only for the purpose of describing specific embodiments, and are not intended to limit the present application. The singular forms "a", "said" and "the" used in the embodiments of the present application and the appended claims are also intended to include plural forms, unless the context clearly indicates other meanings.

[0022] It should be noted that the directional words such as "upper", "lower", "left", and "right" described in the embodiments of the present application are described at the angles shown in the accompanying drawings and should not be understood as limiting the embodiments of the present application. In addition, in the context, it is also necessary to understand that when it is mentioned that an element is connected to another element "upper" or "lower", it can not only be directly connected to another element "upper" or "lower", but also indirectly connected to another element "upper" or "lower" through an intermediate element.

[0023] like Figure 1 As shown, this embodiment provides a narrow valley dam concrete pouring system, including a chute, a hanging tank and a tower crane.

[0024] In this embodiment, chutes are provided on the river valley slopes on both sides of the dam. The chutes extend from the top of the slope to the bottom of the slope. The chutes are fixed to the slope below via a support body. A feeder and a belt conveyor are provided on the top of the slope. The feeder is used to receive concrete poured by a concrete transport truck, and the belt conveyor is used to transport the concrete sent by the feeder to the chute.

[0025] In this example, the tower crane is set on the valley floor, and the tower crane hook can hook the hanging pot, so as to hoist the hanging pot. The hanging pot can be used to receive concrete delivered by the chute, and the tower crane can hook the hanging pot through the tower crane hook, so that the hanging pot can move between the lower end of the chute and the warehouse surface at the bottom of the valley.

[0026] In this embodiment, a set of anti-segregation devices is installed on the chute every 4 meters of chute pipe. The anti-segregation device includes two tapered openings. The lower end openings of the upper and lower adjacent tapered openings are respectively facing the two sides of the chute axis, and the directions of the lower end openings of the two tapered openings are 90 degrees to each other.

[0027] In this example, the conical mouth is made of welded steel plates to slow down the flow rate of concrete. The two conical mouths at 90 degrees to each other are 1.2 meters apart. Since the openings at the lower ends of the two conical mouths are 90 degrees to each other, the concrete will rotate to a certain extent within the space of 1.2 meters, intertwine with each other, and mix again to achieve the effect of preventing segregation.

[0028] In this embodiment, a regulating valve is arranged at the bottom of the chute, and a hydraulic (or electric) arc door is used to control the flow rate of concrete. Closing or slightly opening the arc door allows concrete to be stored in the chute (full or half pipe) and flow out slowly to prevent the concrete from flowing too fast and causing segregation.

[0029] In this embodiment, chutes are arranged on both sides of the dam, and the number of concrete transport vehicles is reasonably configured to achieve continuous supply of concrete to the left and right banks, ensure the continuity of construction, and effectively avoid the occurrence of concrete cold joints.

[0030] The method of use of this embodiment is as follows: use a concrete transport truck to transport concrete from a mixing station to a feeder platform, put the concrete into the feeder, the concrete flows from the feeder into a belt conveyor, flows into a chute through the belt conveyor, flows into a hanging tank through the chute, and then uses the tower crane hook on the tower crane to lift the hanging tank to the warehouse surface for pouring.

[0031] The above are only preferred embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A narrow valley dam concrete pouring system, characterized in that: include: A chute is arranged on at least one side of the river valley bank slope, and can be used to transport concrete from the top of the bank slope to the foot of the bank slope. The chute is provided with at least one anti-segregation device; A hanging tank, which can be used to receive concrete delivered by the chute; The tower crane can hoist the hanging tank between the lower end of the chute and the warehouse surface at the bottom of the valley.

2. The narrow valley dam concrete pouring system according to claim 1, characterized in that: Also includes: The feeder is installed at the top of the bank slope and can be used to receive the concrete poured by the concrete transport truck; The belt conveyor is arranged between the feeder and the top of the chute and can be used to transport the concrete delivered by the feeder to the chute.

3. The narrow valley dam concrete pouring system according to claim 1, characterized in that: A regulating valve is provided at the lower end of the chute.

4. The narrow valley dam concrete pouring system according to claim 3, characterized in that: The regulating valve adopts a hydraulic or electric curved door.

5. The narrow valley dam concrete pouring system according to claim 1, characterized in that: The anti-segregation device comprises at least two conical openings, and the lower end openings of the upper and lower adjacent conical openings are respectively oriented toward the two sides of the axis of the chute.

6. The narrow valley dam concrete pouring system according to claim 5, characterized in that: The openings at the lower ends of the upper and lower adjacent tapered openings are oriented at 90 degrees to each other.

7. The narrow valley dam concrete pouring system according to claim 1, characterized in that: The chute is fixed on the bank slope below via a support body.

8. The narrow valley dam concrete pouring system according to claim 1, characterized in that: A step is arranged on one side of the chute, and a guardrail is provided.