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Process for manufacturing centrifugal concrete pile

A manufacturing process and technology of concrete piles, applied in the direction of reinforcement molding, etc., can solve problems such as low production efficiency, lower vertical bearing capacity of single piles, and high brittleness of prestressed concrete piles, so as to improve horizontal bearing capacity and avoid brittle fracture problems Effect

Active Publication Date: 2011-10-12
连云港固全新型建材有限公司
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to solve the problems of high brittleness of prestressed concrete piles and insufficient horizontal bearing capacity of pile foundations, as well as the problems of low production efficiency of concrete square piles and difficulty in controlling and ensuring the quality of cast-in-situ piles, the present invention solves the problems of reinforcement ratio, selection of steel bars, and production process Starting from the same level, change the reinforcement and steel selection principles of the existing prestressed concrete pipe piles and prestressed concrete square piles, and produce centrifugal concrete piles that meet the seismic requirements without reducing the vertical bearing capacity of single piles

Method used

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  • Process for manufacturing centrifugal concrete pile
  • Process for manufacturing centrifugal concrete pile
  • Process for manufacturing centrifugal concrete pile

Examples

Experimental program
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Effect test

Embodiment 1

[0030] like figure 1 , figure 2 and Figure 4 As shown, the manufacturing process of the centrifugal concrete pipe pile is as follows:

[0031] (1) To make a reinforcement cage, distribute the main reinforcement 1 evenly along the cross section, the number of which shall not be less than 6; The pitch of the annular stirrups and the pitch of the spiral stirrups are not greater than 45mm, and the spacing of the rest of the annular stirrups and the pitch of the spiral stirrups are not greater than 80mm, and then the prepared reinforcement cage is placed in the lower mold;

[0032] (2) According to the structure of the reinforcement cage, the annular end plate 3 is used, and the counterbore 3-1 with the same number as the main reinforcement is opened on the position corresponding to the main reinforcement on the end plate, and the bottom hole is located inside the end plate; the main reinforcement penetrates the counterbore After 3-1, weld with the end plate;

[0033] (3) Cem...

Embodiment 2

[0039] like figure 1 , image 3 and Figure 4 As shown, the difference between the manufacturing process of the centrifugal concrete square pile and the pipe pile lies in the selection of the end plate and the mold, and the other processes are the same as the pipe pile, so they will not be repeated here.

[0040] The pile produced by the process of the invention is compared with similar products, and the Φ400(95)-C80 type prestressed high-strength concrete pipe pile (PHC) is used for comparison.

[0041] PHC 400A 95-C80 prestressed high-strength concrete pipe pile, the main reinforcement adopts 7Φ9.0 prestressed steel rods, the tensile strength of the prestressed steel rods is not less than 1420MPa, and the non-proportional extension strength is not less than 1280MPa. The effective precompression stress of pipe pile concrete is 4.30MPa, and the main mechanical performance indicators are as follows:

[0042] Design value of pile body flexural bearing capacity: [M]=64KN·m

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Abstract

The invention discloses a process for manufacturing a centrifugal concrete pile. The process comprises the following flows of: (1) manufacturing a reinforcement cage, and placing the manufactured reinforcement cage in a lower mold; (2) assembling an end plate, and inserting a main reinforcement into a counter bored hole to be welded with the end plate; (3) uniformly stirring cement, sand, stones, a superplasticizer and a mineral additive, then distributing materials, and closing the mold to obtain a concrete pile; (4) applying prestressing force to the main reinforcement at one end of the concrete pile by using a prestressing force reinforcement stretch-draw machine according to the requirements of production processes; (5) after the stretch-draw process is finished, performing centrifugal molding which is divided into four stages, namely a low-speed stage, a middle-speed stage, a middle-high-speed stage and a high-speed stage; (6) hoisting the concrete pile and the mold into a steam curing pond, curing, opening a kettle and transporting the pile; and (7) hoisting the pile-containing mold to a demoulding area, demoulding, and then hoisting to a storage yard. In the concrete pile manufactured by the process, the design value of bending bearing force of a pile body can be improved by more than 12 percent, and the design value of drawing bearing force can be improved by more than 10 percent.

Description

Technical field: [0001] The invention relates to a manufacturing process of a centrifugal concrete pile. Background technique: [0002] my country has only begun to introduce, develop and produce prestressed concrete pipe piles since the early 1980s. Since the 1990s, pipe piles have developed rapidly in my country, moving north from the coast of Guangdong. At the same time, with the help of the implementation of the central and western development strategy, pipe pile technology has been advancing all the way west. At present, my country's concrete pipe piles not only rank first in the world in terms of output, but also rank first in the world in terms of types. In recent years, prestressed concrete square piles have appeared in the market as a new pile type. The prestressed concrete square pile adopts the same centrifugal forming process as the prestressed concrete pipe pile, and has an appearance structure of an outer square and an inner circle, which is easy to fix and b...

Claims

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Application Information

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IPC IPC(8): B28B21/60B28B21/68
Inventor 朱克平汤永柳华文升刘海鹏朱加刚
Owner 连云港固全新型建材有限公司
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