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Multi-hopper pile die for pipe sinking cast-in-place pile and construction method

A technology of immersed tube grouting piles and multiple hoppers, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve the problems of increased force of concrete lateral extrusion, increased possibility of segregation, waste of concrete energy, etc. Achieve the effects of reducing the drop height, saving materials and simple structure

Active Publication Date: 2014-04-09
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, this traditional method of pouring concrete with a single fixed feed hopper has the following disadvantages: the position of the feed hopper gradually rises as the pile formwork is pulled out, so that the concrete must be transported to the height of the feed hopper when the concrete is poured. When it is almost completely pulled out, the height of the feed hopper from the ground is often 20~30m, and the concrete must be transported to a height of 20~30m at this time, so the energy for transporting concrete is wasted, time is wasted, operation is inconvenient, and construction efficiency is low , and the concrete is easy to lose during transportation
In addition, concrete falling from a very high position increases the possibility of segregation and reduces the quality of concrete; concrete falling from a high place has a certain impact energy, which increases the lateral extrusion force of the concrete in the pile hole. Increased fill factor, wasting material

Method used

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  • Multi-hopper pile die for pipe sinking cast-in-place pile and construction method
  • Multi-hopper pile die for pipe sinking cast-in-place pile and construction method
  • Multi-hopper pile die for pipe sinking cast-in-place pile and construction method

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Embodiment Construction

[0036] Such as Figure 1~Figure 7 As shown in the figure, a multi-hopper pile formwork for immersed tube grouting piles, two or more movable feeding hoppers (2) are arranged on the outer wall of the pile formwork (1), and the movable feeding hoppers (2) are composed of side steel plates (3), The front steel plate (4) and the movable hinge (5) are composed of structures, and are fixed by the fixing bolts (6) and the pile formwork (1) when closed, and the sealing ring (7) is set between the front steel plate (4) and the pile formwork (1) ). Each movable feeding hopper (2) is composed of a front steel plate (4) and two side steel plates (3). Greater than the radius of the pile formwork (1), its area is greater than the area of ​​the feed opening (9), and the side steel plates (3) are located on both sides of the movable feed hopper (2) and are triangular. When the movable feeding hopper (2) is opened, a bending section (8) is arranged near the side of the pile formwork (1). Ou...

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Abstract

The invention discloses a multi-hopper pile die for a pipe sinking cast-in-place pile. The pile die is provided with two or more than two movable feeding hoppers, each movable feeding hopper is movable, and each feeding hopper consists of three steel plates, wherein one steel plate is positioned on the front side, two steel plates are positioned on the lateral surface, and the steel plates are fixed by welding; the pile die is provided with feeding holes at the positions of the feeding hoppers; the steel plate on the front side is slightly larger than the feeding holes; and the feeding hoppers are uniformly arranged on the pile die, and the distance between the two adjacent feeding hoppers is 2 to 5 meters. The invention also discloses a construction method for the multi-hopper pile die. The construction method comprises the technical steps of: arranging the pile die in place, closing the feeding hoppers, sinking the pile die, opening the first feeding hopper, pouring concrete, upwards pulling the pile die, opening the next feeding hopper, pouring the concrete, and repeating the processes till the pile die is completely pulled out. The method is simple to implement; and by the method, the construction efficiency is improved, energy is saved, and the pile forming quality is ensured.

Description

technical field [0001] The invention belongs to the technical field of civil construction engineering, and in particular relates to a multi-hopper pile formwork and a construction method for an immersed tube grouting pile. Background technique [0002] my country has a vast territory, and soft soil is widely distributed. There are many complex soft soil foundations in the coastal areas, especially in the Yangtze River Delta. The construction of roads, railways, bridges, etc. in soft soil areas requires reinforcement of soft soil foundations, and pile foundations and their composite foundation technology are the most widely used foundation treatment technologies. Immersed tube pile is a commonly used pile foundation technology in civil engineering. It uses hammering pile driving equipment or vibrating pile driving equipment to sink a pile tip with reinforced concrete or a steel pipe with a valve-type pile shoe into the soil. In the process, the pile hole is formed, and then ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/66E02D15/04
Inventor 刘汉龙丁选明陈育民李平于陶
Owner HOHAI UNIV
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