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Uniform Settlement Method of Large Area Backfill

A backfilling and large-area technology, which is applied in filling, soil protection, construction, etc., to achieve the effect of uniform falling speed

Active Publication Date: 2018-08-14
SUZHOU IND PARK LANDSCAPING ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a method for uniform settlement of large-area backfill soil that can ensure that there is no gap in the backfill process that causes collapse

Method used

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  • Uniform Settlement Method of Large Area Backfill
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Embodiment

[0039] see Figure 1-2 , which demonstrates a method of uniform settlement of large-area backfill that ensures no gaps leading to subsidence during the backfill process;

[0040] The uniform settlement method of large-area backfill soil includes the following steps:

[0041] 1) At the bottom of the backfill pit 100, a vibrating column 1 with a top stopper 11 is evenly arranged on the top, and the first soil fall board 2 guided by the vibrating column 1 and The second soil falling plate 3, the area of ​​the second soil falling plate 3 is larger than the first soil falling plate 2, and both are provided with soil falling holes (not shown in the figure), and the first soil falling plate 2 and the second soil falling plate Plates 3 are connected by connecting rods;

[0042] 2) The side wall of the backfill pit 100 is provided with a blocking block 4 corresponding to the second soil-falling plate 3, the vibrating column 1 is connected to the vibrating equipment (not shown in the ...

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Abstract

The invention discloses a large-area backfill soil uniform settling method. The large-area backfill soil uniform settling method comprises the following steps: multiple vibration columns with top end stoppers at the top ends are uniformly arranged at the pit bottom of a backfill pit; a first soil falling plate and a second soil falling plate with the vibration columns as guidance are arranged in the backfill pit in sequence from top to bottom; the area of the second soil filling plate is larger than the area of the first soil falling plate; soil falling holes are respectively formed in the first soil falling plate and the second soil falling plate; a stopper corresponding to the second soil falling plate is arranged on the side wall of the backfill pit; the vibration columns are connected with vibration equipment; the first soil falling plate is connected with lifting equipment; in the soil filling process, backfill soil enters the bottom of the backfill pit through the first soil falling plate and the second soil filling plate; at this time, the backfill soil enters the backfill pit through the soil falling holes respectively formed in the first soil falling plate and the second soil falling plate; the falling speed of the backfill soil is uniform; and in the falling process of the backfill soil, the vibration equipment vibrates through the vibration columns to guarantee the backfill uniformity of the backfill soil. The large-area backfill soil uniform settling method can guarantee no collapse gap in the backfill process.

Description

technical field [0001] The invention relates to the technical field of city square construction, in particular, it shows a method for uniform settlement of large-area backfill. Background technique [0002] In the field of urban square construction technology, some occasions need to hollow out the construction area for characteristic foundation construction and then backfill the excavated soil, especially for large-area backfill occasions. The current backfill method cannot guarantee the uniform settlement of the backfill soil. , leading to large gaps in the backfill soil, which may easily lead to subsidence of some areas of the square after completion. [0003] Therefore, it is necessary to provide a method for uniform settlement of large-area backfill to solve the above problems. Contents of the invention [0004] The purpose of the present invention is to provide a method for uniform settlement of large-area backfill that can ensure that there is no gap leading to coll...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/18E02D3/046E02D19/00
CPCE02D3/046E02D17/18E02D19/00
Inventor 李萍赵志华龚伟沈颀沈美华虞丹汪阳沈志军杨卫卫殷奎剑张海波赵春锦
Owner SUZHOU IND PARK LANDSCAPING ENG CO LTD