Prestressed concrete pipe pile with pretensioning type strands

A technology of concrete pipe piles and concrete piles, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, etc. It can solve the problems affecting the construction quality and service life of buildings, reducing the mechanical performance index of steel rods, and the strength cannot meet quality requirements, etc. problems, to achieve the effect of large prestress, high bending strength and high material strength

Inactive Publication Date: 2005-10-26
王伟明
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

The main bars of the existing pretensioned prestressed concrete pipe piles are all made of steel rods. Because the quality of the steel rods is not stable enough, it is easy to cause brittle fracture. Moreover, the steel rods are anchored by the heading technology, which has a strong impact on the steel rods. The performance of the rod will be greatly affected, which will reduce the mechanical perf

Method used

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  • Prestressed concrete pipe pile with pretensioning type strands
  • Prestressed concrete pipe pile with pretensioning type strands
  • Prestressed concrete pipe pile with pretensioning type strands

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Embodiment Construction

[0009] As shown in the figure, the steel hinge line prestressed concrete pipe pile is composed of an annular tubular concrete pile body 6 and an end plate 5 . The end plate 5 covers the end of the pile body 6 . The pile body of the concrete pipe pile is built with a steel skeleton. The prestressed main reinforcement 1 of the steel skeleton is a steel hinge line. The spiral surrounds and fixes and connects each prestressed main reinforcement 1 and erecting reinforcement 2 to form a whole of the steel skeleton. The end plate 5 is provided with a stretching hole, and the prestressed main reinforcement passes through the stretching hole to make the prestressed anchor 4 . During manufacture, concrete can be poured on the reinforced skeleton first, then the prestressed main reinforcement can be stretched by closing the mold, and the tubular prestressed concrete pipe pile can be made through centrifugation and steam curing.

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Abstract

Pretensioning steel strand wire concrete tubular pile consists of annular tubular concrete pile body and end plate. Inside the tubular concrete pile body there equips steel bar framework. The prestressing force main reinforcement in the steel bar framework is steel strand wire, whose end crosses the stretching hole at the end to produce anchor. The screwy reinforcement helically encircles to fix prestressing force main reinforcement and set-up reinforcement as a whole. Because the quality of steel strand wire material is steady, it can not only insure the quality of the high strength prestressing force concrete tubular pile, but also the pile is provided with the advantages of high material strength, strong prestressing force, high bending strength and good carrying capability.

Description

technical field [0001] The invention belongs to the pile foundation engineering technology in the construction field, and relates to a pretensioned steel hinge line prestressed concrete pipe pile. Background technique [0002] Building foundation engineering is the foundation of buildings, and pile foundations have become a widely used foundation form for building various buildings in areas with poor soil quality, especially high-rise buildings, heavy factory buildings and structures with special requirements. The quality of the pile directly affects the quality of the pile foundation. It is not uncommon for major brewing accidents to occur because the quality of the pile foundation does not meet the requirements. At present, in my country's coastal cities, prestressed concrete pipe piles are most commonly used in construction of industrial plants, civil buildings, bridges, power stations, docks, warehouses and other buildings. The main bars of the existing pretensioned pre...

Claims

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Application Information

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IPC IPC(8): E02D5/58
Inventor 张伟扬
Owner 王伟明
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