Vertical elephant trunk structure for preventing concrete segregation

By using oblique main slip pipes and hanging towers in a high drop environment for deep foundation pits, the cross-lade vertical slip pipe structure is designed, which solves the separation problem when concrete falls freely and achieves efficient coagulation.

CN222810464UActive Publication Date: 2025-04-29WUHAN SURVEYING GEOTECHN RES INST OF MCC
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Patent Information

Application Number
CN202421536362.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-01
Publication Date
2025-04-29
Estimated Expiration
2034-07-01

AI Technical Summary

Technical Problem

In the environment of high drops of deep foundation pits, the height of vertical sliding pipes often exceeds 2m in the existing sliding pipe method, resulting in separation of concrete when it falls freely.

Method used

A vertical pipe slip structure is designed to prevent concrete separation, using an oblique main pipe slip and a lifting tower, and alternately arranged through a collection hopper, a multi-section vertical pipe section and a multi-section oblique slip section, forming an intersection structure with an angle of 135 degrees to reduce the height difference, and a maintenance port is set at the lower end of each vertical pipe section.

Benefits of technology

Effectively slow down the height difference of the free fall of concrete, prevent concrete segregation, and avoid concrete clogging by reserved maintenance ports, ensuring the quality and efficiency of concrete casting.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a vertical elephant trunk structure for preventing concrete segregation. The articulated chute structure comprises an inclined main articulated chute and a tower crane used for supporting the inclined main articulated chute, the articulated chute structure comprises a collecting hopper, a plurality of vertical pipe sections and a plurality of inclined articulated chute sections, the collecting hopper is located at the top of the tower crane and communicated with the inclined main articulated chute, and the inclined articulated chute sections are communicated with the inclined main articulated chute. The multiple vertical pipe sections and the multiple inclined articulated chute sections are vertically and alternately arranged in the tower crane and are mutually communicated into a whole, the length of each vertical pipe section is not larger than 2 m, the uppermost vertical pipe section is communicated with a discharging port of the collecting hopper, a discharging bent pipe is arranged at the discharging end of the lowermost vertical pipe section, and the discharging bent pipe is communicated with the discharging port of the collecting hopper. An access hole with a baffle is formed in the position, close to the lower end, of each vertical pipe section. The chute can be installed in a tower crane area to replace a vertical chute of an existing chute system, so that the height difference of free falling of concrete is reduced, and concrete segregation is effectively prevented; and an access hole is reserved in the vertical pipe area to prevent concrete blockage.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering and manufacturing, in particular to a vertical slide pipe structure for preventing concrete segregation. Background Art

[0002] In today's rapid urban construction, many construction projects require concrete pouring. At present, concrete pouring is generally carried out by ground pumps, truck pumps or a combination of the two. Truck pumps have the advantages of flexible construction and fast pouring speed, but they require sufficient construction space and have certain limitations in the pouring range. For some projects with deep foundation pits, large areas, and limited sites, truck pumps cannot be installed. The use of ground pumps is inefficient and cannot be completed in a short time. Large volumes of concrete are transported to the bottom of the foundation pit during pouring in a deep foundation pit with a high drop, and a chute or chute pouring device is required. In the conventional chute method, a full-height scaffolding is generally required for the chute, and a large area of ​​the frame is not attached, which poses a safety hazard and is also costly. The chute method is efficient, occupies a small area, and can meet the needs of on-site concrete pouring. However, the existing chute method generally has an inclined main chute, which is supported by hanging towers at different heights, and then vertical chute pipes are installed on the hanging towers to connect with the main chute, so that concrete at different positions of the main chute can be vertically introduced into the position to be poured. In the existing chute method, the height of the vertical chute often exceeds 2m. During the concrete pouring process, if the height exceeds 2m, segregation will occur when the concrete falls freely. Utility Model Content

[0003] In view of the above-mentioned deficiencies of the prior art, the utility model provides a vertical chute structure for preventing concrete segregation. The chute structure is installed in the hanging tower area when pouring concrete by the chute method to prevent segregation of concrete due to free fall caused by too large a height difference.

[0004] In order to achieve the above-mentioned technical purpose, the utility model provides a vertical chute structure for preventing concrete segregation, including an inclined main chute and a hanging tower for supporting the inclined main chute, the chute structure including a collecting hopper, multiple vertical pipe sections and multiple inclined chute sections, the collecting hopper is located at the top of the hanging tower and is connected with the inclined main chute, the multiple vertical pipe sections and the multiple inclined chute sections are vertically alternately arranged in the hanging tower, and are interconnected as a whole, the uppermost section and the lowermost section are both vertical pipe sections, the length of each vertical pipe section is not more than 2m, the uppermost vertical pipe section is connected with the discharge port of the collecting hopper, the discharge end of the lowermost vertical pipe section is provided with a discharge elbow, and an inspection port with a baffle is provided near the lower end of each vertical pipe section.

[0005] The preferred technical solution of the utility model is as follows: the angle between each inclined pipe section and the vertical pipe section is 130-140°.

[0006] A better technical solution of the utility model: the vertical chute structure also includes a chute arranged at the bottom of the hanging tower, the chute is erected in an inclined state through a bracket, and its high end is butted against the discharge end of the discharge elbow.

[0007] A more optimal technical solution of the utility model is that the inspection opening adopts a portable baffle structure that can be inserted and removed.

[0008] The preferred technical solution of the utility model is as follows: the uppermost vertical pipe section is welded to the collecting hopper as a whole.

[0009] A better technical solution of the utility model: each vertical pipe section is fixed to the hanging tower by at least one limiting component, and the limiting component includes a limiting ring matching the outer diameter of the vertical pipe section and connecting ribs connecting the limiting ring and the hanging tower, and the vertical pipe section passes through the limiting ring.

[0010] Compared with the existing technology, the utility model has a simple structure, a reasonable design, and is simple and quick to operate. The structure can be installed in the tower suspension area to replace the vertical chute of the existing chute system, thereby slowing down the height difference of the free fall of concrete and effectively preventing concrete segregation; and a maintenance port is reserved in the vertical pipe area to prevent concrete blockage and ensure the quality and efficiency of concrete pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0012] Figure 2 It is the installation diagram of the utility model;

[0013] Figure 3 This is an enlarged view of the slide pipe area and the tower hanging fixing part;

[0014] Figure 4 It is a schematic diagram of the layout of the oblique main slide pipe in the utility model.

[0015] In the figure: 1 - collecting hopper, 2 - vertical pipe section, 3 - inclined chute section, 4 - inclined main chute, 5 - hanging tower, 6 - elbow, 7 - inspection port, 8 - limiting component, 800 - limiting ring, 801 - connecting rib, 9 - bracket, 10 - chute. DETAILED DESCRIPTION

[0016] The present invention will be further described below in conjunction with specific implementations, with reference to FIGS. 1 to 4. Figure 4The following are examples of embodiments, which are drawn in a simplified manner only for the purpose of clearly and concisely illustrating the embodiments of the utility model. The following technical solutions shown in the accompanying drawings are specific solutions of the embodiments of the utility model, and are not intended to limit the scope of the utility model to be protected. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0017] The embodiment provides a vertical chute structure for preventing concrete segregation, such as Figure 4 As shown, it includes an inclined main slide pipe 4 and a hanging tower 5 for supporting the inclined main slide pipe 4. The slide pipe structure is installed in the hanging tower 5 to replace the existing vertical slide pipe; Figures 1 to 3 As shown, the chute structure includes a collecting hopper 1, multiple vertical pipe sections 2 and multiple inclined chute sections 3. The collecting hopper 1 is located at the top of the hanging tower 5 and is connected to the inclined main chute 4. The multiple vertical pipe sections 2 and the multiple inclined chute sections 3 are vertically alternately arranged in the hanging tower 5 and are interconnected as a whole. The uppermost section and the lowermost section are both vertical pipe sections 2. The length of each vertical pipe section 2 is not more than 2m, and the angle between each inclined chute section 3 and the vertical pipe section 2 is 135°. The uppermost vertical pipe section 2 is connected to the discharge port of the collecting hopper 1, and the discharge end of the lowermost vertical pipe section 2 is provided with a discharge elbow 6. An inspection port 7 with a baffle is provided near the lower end of each vertical pipe section 2. The inspection port 7 adopts a portable baffle structure that can be pulled out and cleaned, which can be easily opened and cleaned to avoid blockage at the intersection of the vertical pipe section 2 and the inclined chute section 3.

[0018] The vertical chute structure in the embodiment also includes a chute 10 arranged at the bottom of the hanging tower. The chute 10 is erected in an inclined shape through a bracket 9, and its high end is butted with the discharge end of the discharge elbow 6. The uppermost vertical pipe section 2 is welded to the collecting hopper 1 as a whole. Each vertical pipe section 2 is fixed to the hanging tower 5 by at least one limiting member 8. The limiting member 8 includes a limiting ring 800 matching the outer diameter of the vertical pipe section 2 and a connecting rib 801 connecting the limiting ring 800 and the hanging tower 5. The vertical pipe section 2 passes through the limiting ring 800.

[0019] The vertical chute structure for preventing concrete segregation in the utility model designs the vertical chute with a height exceeding 2m into a cross-layout form of vertical sections and inclined sections, and the angle between the vertical section and the inclined section is 135 degrees, which will not affect the transportation of logistics. The height of the vertical section is less than 2m, which can reduce the height difference and avoid the segregation of concrete. An inspection port 7 is provided at the lower end of each vertical section 2, and the lower end of the inspection port 7 is connected to the inclined chute, which is convenient for opening and cleaning the intersection of the vertical section 2 and the inclined chute section 3 to avoid blockage. An elbow 6 is provided at the lower end of the chute structure for installing the chute.

[0020] Compared with the existing technology, the utility model has a simple structure, reasonable design, simple and quick operation, reduces the height difference of free fall of concrete, can effectively prevent concrete segregation, and the reserved inspection port can prevent concrete clogging, thereby ensuring the quality and efficiency of concrete pouring.

[0021] The above is only one embodiment of the utility model, and its description is relatively specific and detailed, but it cannot be understood as limiting the scope of the utility model. It should be pointed out that for ordinary technicians in this field, several modifications and improvements can be made without departing from the concept of the utility model, which all belong to the protection scope of the utility model. Therefore, the protection scope of the utility model shall be based on the attached claims.

Claims

1. A vertical chute structure for preventing concrete segregation, comprising an inclined main chute (4) and a suspension tower (5) for supporting the inclined main chute (4), characterized in that: The chute structure comprises a collecting hopper (1), a plurality of vertical pipe sections (2) and a plurality of inclined chute sections (3). The collecting hopper (1) is located at the top of a suspension tower (5) and is connected to an inclined main chute (4). The plurality of vertical pipe sections (2) and the plurality of inclined chute sections (3) are arranged vertically and alternately in the suspension tower (5) and are connected to each other as a whole. The uppermost section and the lowermost section are both vertical pipe sections (2). The length of each vertical pipe section (2) is not greater than 2 m. The uppermost vertical pipe section (2) is connected to a discharge port of the collecting hopper (1). A discharge elbow (6) is provided at the discharge end of the lowermost vertical pipe section (2). An inspection port (7) with a baffle is provided at a position adjacent to the lower end of each vertical pipe section (2).

2. A vertical chute structure for preventing concrete segregation according to claim 1, characterized in that: The angle between each inclined pipe section (3) and the vertical pipe section (2) is 130-140°.

3. A vertical chute structure for preventing concrete segregation according to claim 1 or 2, characterized in that: The vertical chute structure also includes a chute (10) arranged at the bottom of the suspension tower. The chute (10) is erected in an inclined state through a bracket (9), and its high end is butted against the discharge end of the discharge elbow (6).

4. A vertical chute structure for preventing concrete segregation according to claim 1 or 2, characterized in that: The inspection opening (7) adopts a convenient baffle structure that can be inserted and removed.

5. A vertical chute structure for preventing concrete segregation according to claim 1 or 2, characterized in that: The uppermost vertical pipe section (2) is welded to the collecting hopper (1) as a whole.

6. A vertical chute structure for preventing concrete segregation according to claim 1 or 2, characterized in that: Each vertical pipe section (2) is fixed to the suspension tower (5) via at least one limiting member (8), wherein the limiting member (8) comprises a limiting ring (800) matching the outer diameter of the vertical pipe section (2) and a connecting rib (801) connecting the limiting ring (800) and the suspension tower (5), and the vertical pipe section (2) passes through the limiting ring (800).