Ground uniform settlement structure and construction method

A uniform and floor technology, applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of uneven indoor floor settlement and affect the normal use of buildings, and achieve the effect of ensuring normal use

Active Publication Date: 2017-04-26
ZHEJIANG SCI-TECH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The invention overcomes the problem of uneven settlement of the indoor floor and affects the normal use of the building, and provides a uniform set

Method used

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  • Ground uniform settlement structure and construction method

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Embodiment

[0021] Embodiment: A kind of floor uniform settlement structure (see attached figure 1 ), including engineering pile 1, cast-in-place component 2, and the cast-in-place component is a reinforced concrete structure. A pile end cap 3 is provided on the engineering pile, and the cast-in-place component includes an L-shaped guide portion 4 and a strip-shaped support portion 5 . The vertical part of the L-shaped guide part is arranged close to the engineering pile, and the horizontal part is arranged away from the engineering pile. The supporting portion is poured with a limiter 6 close to the edge of the engineering pile, and a corrugated isolation belt 17 is connected between the lower end of the limiter and the pile end cap. Two rows of horizontal ribs 18 and one row of vertical ribs 19 are arranged on the limit piece, and the vertical ribs are connected between the upper and lower rows of horizontal ribs, and both the horizontal ribs and the vertical ribs are poured in the cas...

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Abstract

The invention discloses a ground uniform settlement structure and a construction method in order to overcome the defects that indoor ground settlement is nonuniform and consequently normal use of buildings is affected. The ground uniform settlement structure comprises engineering piles and cast-in-situ members. Pile end support stands are disposed on the engineering piles; each cast-in-situ member comprises an L-shaped guiding portion and a long strip supporting portion; limiting parts are arranged at the edges, close to the engineering piles, of the supporting portions in a casting mode correspondingly; abutting joint plates which are opposite to the limiting parts are disposed on the upper portions of the pile end support stands on the engineering piles; the outer side faces of the limiting parts are limiting planes; buffer pads are mounted between the limiting planes and the abutting joint plates; the guiding portions are disposed on the outer sides of the pile end support stands; prestress springs are connected between the supporting portions and the pile end support stands; arched reinforcing ribs are disposed between the guiding portions of every two adjacent cast-in-situ members; compacted soil is located under the cast-in-situ members; deep fill soil is buried between the guiding portions of every two adjacent cast-in-situ members; rigid ground is located between the supporting portions of the every two adjacent cast-in-situ members; and inserting ribs are connected between the rigid ground and the supporting portions.

Description

technical field [0001] The invention relates to a building construction technology, more specifically, it relates to a uniform subsidence structure of the floor and a construction method. Background technique [0002] At present, a large area of ​​earth filling is often required for engineering construction on relatively low-lying sites. For pile-based buildings, pile foundations are often set up at the lower part of the main structure such as columns and walls, and the settlement is small. However, indoor floors generally use new For the rigid floor of the filled foundation, when the filling is thick, the settlement is relatively large, and the settlement of the floor near the column and wall is less affected by the pile foundation. Therefore, the indoor floor often has obvious uneven subsidence, which affects normal use of the building. [0003] Chinese Patent Publication No. CN103806435A discloses a floor settlement treatment method and a floor structure, in which a grou...

Claims

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Application Information

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IPC IPC(8): E02D3/00E02D3/08E02D27/12E02D27/14
CPCE02D3/00E02D3/08E02D27/12E02D27/14
Inventor 潘黎芳
Owner ZHEJIANG SCI-TECH UNIV
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