Method for producing precast concrete piles

A technology of prefabricated concrete and production methods, applied in the direction of manufacturing tools, ceramic molding workshops, ceramic molding machines, etc., can solve the problems of main reinforcement deviation, insufficient compactness, and high labor intensity of workers, and achieve the effect of uniform and synchronous force

Inactive Publication Date: 2012-04-04
NINGBO YIZHONG CONCRETE PILE +2
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Problems solved by technology

[0002] Various types of centrifugal concrete piles are often used in foundation engineering, and the existing manufacturing method of centrifugal concrete piles is to use a steel mold less than 15 meters long, and one mold can only manufacture one centrifugal concrete pile of more than 10 meters at a time. According to The production method of prestressed high-strength concrete square piles described in Patent No. 200710068545.6 is also a simple evolution of the general tubular pile centrifugal process. The above-men

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  • Method for producing precast concrete piles
  • Method for producing precast concrete piles
  • Method for producing precast concrete piles

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Embodiment Construction

[0026] Below in conjunction with accompanying drawing and specific embodiment, the present invention is described in further detail, at first, finish the technological layout in the factory building, comprise reinforcement cage processing area 1 and successively adjacent reinforcement cage storage yard 2, piling driveway 3, pile dismantling area 4. Curing pool 5, upper mold cleaning area 6, centrifugal equipment 7, feeding area 8, tensioning area 9, mixing station 10, concrete ferry transportation system 11, feeding flat lane 12, between the upper mold area and the centrifugal area The residual slurry recovery device 13, the transport operation crane 14, and the precast concrete pile yard 16 connected by the driving beam 15 and the main factory building. Centrifugal equipment 7, curing pool 5, and transport operation crane (14) are arranged horizontally and parallel perpendicular to the axial direction of the driving beam of the factory building. The mold adopts a 26-meter-lon...

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Abstract

The invention relates to a method for producing precast concrete piles, which comprises the following main steps of: manufacturing a reinforcement cage; placing the reinforcement cage into a die; pouring concrete into the die; centrifugally rotating; and carrying out steam curing. The method is characterized in that the die with the length of over 20 meters is adopted in the method; two or a plurality of precast concrete piles can be simultaneously produced by one die; upper and lower half dies of the die have a transporting mode of transversely moving in parallel in the direction vertical to the axis of a crane beam of a plant in the production process; and centrifugal equipment and a curing tank are transversely arranged in parallel in the direction vertical to the axis of the crane beam of the plant. Due to the adoption of the transverse flow production scheme of the long die, the production effect can be multiplied, the space occupied by the plant is greatly reduced, a great amount of lands are saved, the working efficiency is improved, and the production quality can be ensured.

Description

technical field [0001] The invention relates to a method for producing prefabricated concrete piles by horizontal flow operation of long molds over 20 meters in length. Background technique [0002] Various types of centrifugal concrete piles are often used in foundation engineering, and the existing manufacturing method of centrifugal concrete piles is to use a steel mold less than 15 meters, and one mold can only manufacture one centrifugal concrete pile over 10 meters at a time. According to The production method of prestressed high-strength concrete square piles described in Patent No. 200710068545.6 is also a simple evolution of the general tubular pile centrifugal process. The above-mentioned common process has many inherent defects, such as the pile body often hangs grout, exposed stones, and residual grout remains in the pile hole Among them, there are fatal problems such as the deviation of the main reinforcement, insufficient compactness, and serious internal delam...

Claims

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Application Information

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IPC IPC(8): B28B23/06B28B15/00B28B7/22B28B23/20
Inventor 俞晓东谢建富
Owner NINGBO YIZHONG CONCRETE PILE
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