Improving method for open caisson sinking construction in geology of sludge layer

A technology for silt layer and caisson, which is applied in the direction of caisson, foundation structure engineering, sheet pile wall, etc. It can solve problems such as inclination, achieve good uniformity, fast drilling speed, and prevent slurry from running around

Inactive Publication Date: 2016-01-20
CHINA FIRST METALLURGICAL GROUP
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0005] Aiming at the problem that in the sinking construction of the caisson whose geology is the silt layer, the uneven structure of the cement powder spray pile may cause the caisson to tilt during the sinking process, the purpose of the present invention is to provide a kind of caisson sinking method whose geology is the silt layer The improvement method of construction is to replace the sinking stabilizing piles from cement powder spraying piles with post-drilled grouting piles. This kind of piles has a stable structure and good uniformity. The sinking process is more stable

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  • Improving method for open caisson sinking construction in geology of sludge layer
  • Improving method for open caisson sinking construction in geology of sludge layer
  • Improving method for open caisson sinking construction in geology of sludge layer

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Embodiment Construction

[0020] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0021] Such as figure 1 Shown, be the distribution schematic diagram of water barrier curtain 3, sinking stabilizing pile 2 and composite foundation 4 in the method for the sinking construction of existing geology being the caisson of silt layer (in order to prevent sinking stable pile 2 and composite foundation 4 from being sunk caisson 1 is blocked by caisson 1, and caisson 1 is indicated by a dotted line), before caisson 1 sinks, water-proof curtains 3 are arranged around the outside of caisson 1 wall, and two non-continuous lowering curtains are arranged at the place where caisson 1's blade foot starts to sink. The sinking stabilizing piles 2 are arranged in the well wall of the caisson 1 with a composite foundation 4; when the caisson 1 sinks, the sinking stabilizing piles 2 are removed symmetrically to ensure the stable sinking of the caisson 1. ...

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Abstract

The invention relates to an improving method for open caisson sinking construction in geology of a sludge layer. Sinking stability piles are changed from cement powder spraying piles into after-drilling injection grouting pillars. Construction of the after-drilling injection grouting pillars comprises the steps that (1) site leveling is conducted, surveying and lining are conducted to determine the positions of the after-drilling injection grouting pillars, and a drill is put in a position; (2) holes are formed by drilling an open caisson with the adoption of a single spiral drill; and (3) after the holes are formed, grouting is conducted to hole bottoms, after the hole bottoms are solidified, grouting is conducted while a drill bit is lifted, the after-drilling injection grouting pillars are formed until the drill bit is retreated from the formed holes. The after-drilling injection grouting pillars are stable in structure and good in uniformity. No large chiseling height difference is generated when opposite-chiseling is conducted. The open caisson sinking process is more stable.

Description

technical field [0001] The invention belongs to the field of sinking construction of caissons, and in particular relates to an improved method for sinking construction of caissons whose geology is a mud layer. Background technique [0002] A caisson generally includes a blade foot, a well wall, an inner partition wall, a bottom seal and a roof; in general, when a caisson is constructed, the soil is continuously excavated from the well under the protection of the well wall, so that the caisson gradually sinks under the action of its own weight. After reaching the predetermined design elevation, the back cover is carried out, and the internal structure is finally constructed. [0003] At present, when the caisson is constructed under the geological conditions of the silt layer, due to the characteristics of high water content, poor bearing capacity, and small friction coefficient of the soil layer, sudden sinking, soil gushing, and excessive sinking speed are very easy to occu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D23/08E02D5/36E02D15/04
Inventor 胡江平董军鲁飞丘斌良杨多娇彭章雄
Owner CHINA FIRST METALLURGICAL GROUP
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