3D printing system for prestressed piles and application method thereof

A technology of prestressed piles and 3D printing, applied in sheet pile walls, supply devices, infrastructure engineering, etc., can solve problems such as inconsistent pile lengths, inconsistent cross-sectional materials, and single cross-sectional forms of prestressed piles, so as to improve the bearing capacity of pile foundations performance, quality assurance and load bearing effects

Active Publication Date: 2016-09-28
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Purpose of the invention: In order to overcome the deficiencies in the existing technology, a prestressed pile 3D printing system and its application method are proposed, which solves the problem of the inconsistency between the length of the prestressed pile body printed in the prior art and the actual design pile length, and the prestressed pile. The section form of the pile is single, and the centrifugal method makes the prestressed pile the inconsistency of the section material and the low surface friction coefficient. The pile length is designed according to the actual needs at the construction site, and the prestressed pile of the corresponding length is made through 3D printing technology to solve the problem of conventional prestressed piles. For the problems of connecting and cutting piles in the construction process of stress piles, prestressed piles or expanded diameters of various cross-sectional forms can be produced, such as square piles, round piles, pipe piles, X-shaped piles, wedge piles, threaded piles, bamboo piles, etc. Section piles and disc piles, etc., overcome the problem of inconsistent cross-section materials caused by centrifugal technology, and rough pile side walls can effectively improve pile side friction

Method used

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  • 3D printing system for prestressed piles and application method thereof
  • 3D printing system for prestressed piles and application method thereof
  • 3D printing system for prestressed piles and application method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0031] figure 1The prestressed pile 3D printing system includes: a control device 1, a space displacement device, a material supply device and a printing device; the control device 1 adopts a computer, and is connected to the space displacement device, the material supply device and the printing device through a data line 2 respectively , the spatial displacement device includes a printing mobile device and a prefabricated pile mobile device; the material supply device includes a material tank 15 and a feed pipe 18, a mixing unit 16 is arranged in the feed pool 15, and a slurry pump 17 is provided on the feed pipe 18; the printing device Comprising a material storage unit 7, a printing unit 9 and a solidification unit 10, the material storage unit 7 is connected to the material tank 15 through a feed pipe 18, and a heating unit 8 is arranged inside it, and the printing unit 9 and the solidification unit 10 are arranged on the material storage unit 7 below; the printing mobile ...

Embodiment 2

[0038] combine figure 1 and figure 2 In this embodiment, the method for printing prestressed piles by the prestressed pile 3D printing system in Embodiment 1 is introduced, including the following steps:

[0039] (1) 3D printing system installation: First, according to the design requirements, make a support frame with a length of 3-4m, a width of 2-3m, and a height of 1.5-2.5m. The horizontal support 4 and the vertical support 3 of the support frame are moved The devices are connected to each other; the Y slide rail 6 is connected to the transverse support 4 through the mobile device, and the storage device 7 is connected to the Y slide rail 6 through the mobile device; a heating device 8 is installed in the storage device 7, and Install the printing unit 9 and the solidification unit 10 side by side below it; connect the material pool 15, the stirring device 16, the feeding pipe 18, the slurry pump 17 and the material storage device 7 to form a material supply system; acco...

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Abstract

The invention discloses a 3D printing system for prestressed piles and an application method thereof. The 3D printing system comprises a material supply device, a printing device, a printing shifting device and a precast pile shifting device. A continuous whole pile with a corresponding length can be designed and manufactured according to site practical engineering requirements; the technical problems of pile splicing and pile truncating in the construction process are avoided; and the quality and the load-carrying property of the whole pile are guaranteed. At the same time, the phenomena that the section form of the prestressed pile is single, and pile body section materials are not uniform and the pile side wall is smooth in the construction process of the prestressed piles manufactured through a conventional centrifugation method are avoided. Not only is the pile foundation load-carrying property improved, but also the 3D printing technology adapts to the pile foundation construction process.

Description

technical field [0001] The invention relates to a prefabricated pile manufacturing technology, in particular to a prestressed pile 3D printing system and its use method, which are mainly applicable to technical fields such as pile foundation engineering. Background technique [0002] Prestressed reinforced concrete piles have high single pile bearing capacity, strong and durable structure, are not affected by groundwater and humidity changes, fast construction speed, high efficacy, short construction period, and can be made into various cross-sections and lengths according to needs. It is widely used in pile foundation engineering due to its advantages. Prestressed reinforced concrete piles can be divided into solid piles and tubular piles. For the convenience of production, prestressed solid piles are mostly made of square section, while prestressed pipe piles are made by centrifugal method. Formwork is required to make prestressed piles by centrifugal method, and the cro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B28B1/00B28B23/02B28B13/02B33Y30/00E02D5/30E02D5/58
CPCB28B1/001B28B13/0235B28B23/02B33Y30/00E02D5/30E02D5/58E02D2250/0023E02D2250/0046
Inventor 孔纲强李辉孟珍珠彭怀风
Owner HOHAI UNIV
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