Sleeve end plate for achieving grouting connection and PHC pipe pile

A PHC pipe pile, grouting connection technology, applied in sheet pile wall, construction, infrastructure engineering and other directions, to achieve the effect of improving flexural rigidity, conducive to the flexural resistance of the pile head, and the effect is guaranteed

Active Publication Date: 2020-08-25
TAIYUAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In order to solve many problems existing in the connection method of the existing PHC pipe pile body, the present invention provides a sleeve end plate and a PHC pipe pile for realizing grouting connection

Method used

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  • Sleeve end plate for achieving grouting connection and PHC pipe pile
  • Sleeve end plate for achieving grouting connection and PHC pipe pile
  • Sleeve end plate for achieving grouting connection and PHC pipe pile

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Embodiment Construction

[0024] In order to make the purpose, technical solution and advantages of the present invention clearer, the technical solution of the present invention will be described in detail below. Apparently, the described embodiments are only some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other implementations obtained by persons of ordinary skill in the art without making creative efforts fall within the protection scope of the present invention.

[0025] Such as Figures 1 to 4 As shown, this embodiment provides a sleeve end plate for realizing grouting connection, including an annular end plate 1, and the lower end surface of the end plate 1 corresponds to the prestressed steel rod 2 one by one. There are several steel sleeves 3, and the end plate 1 opposite to the steel sleeves 3 is provided with a connecting hole 4 communicating with the inner cavity of the steel sleeves 3, and a connecting pipe 5 is ...

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Abstract

The invention relates to the field of prestressed high-strength concrete pipe pile structures of civil engineering pile foundations, in particular to a sleeve end plate for achieving grouting connection and a PHC pipe pile. A plurality of steel sleeves are arranged on the lower end face of the end plate, a communicating pipeline is arranged between the lower portions of every two adjacent steel sleeves, an inner cavity of each communicating pipeline communicates with an inner cavity of the corresponding adjacent steel sleeve, a through hole allowing a prestressed steel bar to pass through is formed in the bottom face of each steel sleeve, and the ends, penetrating in the steel sleeves, of the prestressed steel bars are in stop fit with the bottom faces of the steel sleeves. A grouting holeand a grout outlet hole are formed in the end plate in the radial direction. The sleeve end plate can be used for anti-pulling connection of a PHC pipe pile body, can also be used for reliable connection of the PHC pipe pile and a bearing platform, and can adapt to the prefabricating and assembling construction pace of the bearing platform. The defects of end plate welding connection and mechanical connection are overcome, the requirement for the pile splicing operation precision is low, the sleeve end plate is suitable for complex engineering conditions, and the effect is guaranteed.

Description

technical field [0001] The invention relates to the field of prestressed high-strength concrete pipe pile structures of civil engineering pile foundations, in particular to a sleeve end plate and a PHC pipe pile for realizing grouting connection. Background technique [0002] Prestressed high-strength concrete pipe piles (PHC pipe piles) have the characteristics of good pile body quality, high vertical bearing capacity of a single pile, strong adaptability to engineering geological conditions, and fast construction speed. Since the 1990s, it has been widely used in construction, highway, railway, port and other projects in our country. Due to reasons such as production, transportation and construction, the pile length of prestressed high-strength concrete pipe piles often cannot meet the design requirements at one time, and the piles must be connected on site during pile driving, which involves the problem of pipe pile joints. At the same time, under the uplift load-bearing...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/52E02D5/58E02D27/14
CPCE02D5/526E02D5/58E02D27/14E02D2600/20
Inventor 崔娟玲郭昭胜贺武斌
Owner TAIYUAN UNIV OF TECH
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