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Complete-set steel casing construction method of concrete cast-in-place bored pile passing through underground gallery

A technology of bored piles and construction methods, which is applied to drill bits, sheet pile walls, drilling equipment, etc., can solve the problems of the installation of separate partition steel casings, the difficulty of drilling and forming of top and bottom plates, and the large gaps, etc. To achieve the effect of convenient construction organization, improved working environment and easy installation

Active Publication Date: 2020-07-10
THREE GORNAVIGATION AUTHORITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to provide a construction method for a complete set of steel casings for concrete bored piles passing through underground corridors, which can solve the problem of loose soil borehole retaining walls, and can also solve the problem of concrete pouring of pile foundations and underground corridors. The problem of the separation between roads and the difficulty of drilling the concrete roof and floor of the underground corridor are difficult. In the preferred scheme, it can also solve the problem of installing the separation steel casing for separation, and solve the problem during the pouring process. The gap between the separating steel casing and the retaining wall steel casing is too large, which is easy to cause slurry leakage

Method used

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  • Complete-set steel casing construction method of concrete cast-in-place bored pile passing through underground gallery
  • Complete-set steel casing construction method of concrete cast-in-place bored pile passing through underground gallery
  • Complete-set steel casing construction method of concrete cast-in-place bored pile passing through underground gallery

Examples

Experimental program
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Effect test

Embodiment 1

[0039] Such as Figure 1~3 Among them, a construction method for a complete set of steel casings for concrete bored piles passing through underground corridors, comprising the following steps:

[0040] S1. For construction lofting and pile foundation positioning, use a rotary drilling rig to install a rotary drilling bucket for drilling;

[0041] S2, embedding positioning steel casing 1;

[0042] The preferred solution is as figure 1 Among them, the top elevation of the positioning steel casing 1 should exceed the elevation of the pile foundation concrete pouring storage surface elevation, and the pile foundation concrete pouring storage surface elevation includes the pile head breaking length;

[0043] S3. Use the rotary drilling bucket or the auger bit to drill holes in the soil body 4, and simultaneously follow up the retaining wall steel casing 2 while drilling;

[0044] The length of the retaining wall steel casing 2 is consistent with the thickness of the soil body 4 ...

Embodiment 2

[0064] On the basis of Example 1, in the preferred solution, during the drilling process, the drilling speed of the rotary drilling bucket or the auger bit is recorded, and when the drilling speed slows down, it is prompted to drill to the position of the corridor roof 51 , lift the drilling tool up to replace the barrel core bit;

[0065] During the drilling process, the drilling speed is also recorded. When the drilling speed becomes faster, it will prompt to drill through the steel bar. At this time, the pressure will be reduced. Enter or separate the steel casing 3 and lower it for construction;

[0066] The judging mode of drilling into the corridor floor 52 is the same as the judging mode of drilling through the corridor roof 51.

[0067] The preferred solution is as Figure 5 , 6 Among them, the top of the steel casing 3 is separated, and a plurality of slits along the circumference are set.

[0068] After lowering into place, replace the eccentric drilling hammer 1...

Embodiment 3

[0070] A construction project is located on the left side of the dam, which used to be a concrete construction stockyard. There is a prefabricated reinforced concrete drainage corridor with a height of 2 meters and a width of 1.5 meters in the stockyard area. When the channel was excavated, the material yard was abandoned and used as the excavation spoil yard. According to investigation, the thickness of the upper miscellaneous fill is about 3-4 meters, the content of sand and pebbles is relatively large, and the soil quality is relatively loose. The undisturbed soil at the bottom of the drainage corridor is about 1.5 meters thick, and then it is moderately weathered sandstone. The foundation of this project adopts the reinforced concrete bored pile structure, the pile diameter is 1 meter, and the pile foundation is embedded in the weathered rock of 1 meter. According to the site conditions, it was decided to use a rotary drilling rig for construction. Altogether 4 piles are ...

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Abstract

The invention provides a complete-set steel casing construction method of a concrete cast-in-place bored pile passing through an underground gallery. The method comprises the steps that a locating steel casing is buried; a rotary-digging drilling bucket or an auger bit is utilized to drill a hole in a soil body, and a protection steel casing follows up synchronously in the drilling process; when agallery top plate of the underground gallery is reached, a cylindrical coring bit is used instead for drilling on the gallery top plate, and the drilling tool is lifted up after penetration to take out a concrete core; the cylindrical coring bit continues to be utilized to drill through a gallery bottom plate of the underground gallery, and the drilling tool is lifted up to take out the concretecore; a partition steel casing is placed down; the rotary-digging drilling bucket is used instead to continue to drill into undisturbed soil and bed rock to a designed end hole position; a flat-bottomed rotary-digging drilling bucket is utilized to remove sediment at a hole bottom to ensure that the thickness of the sediment is controlled within a standard allowed range; a reinforcement cage is placed down; pile foundation concrete pouring is performed; the protection steel casing and the locating steel casing are taken out, and concrete is poured as supplement to finishing elevation; and construction of the concrete cast-in-place bored pile passing through the underground gallery is realized through the steps. Through the method, a working environment is obviously improved, and the methodis more environmentally friendly.

Description

technical field [0001] The invention relates to the field of bored cast-in-place pile construction, in particular to a construction method for a complete steel casing of a concrete bored cast-in-place pile passing through an underground corridor. Background technique [0002] Bored cast-in-situ pile is a kind of pile foundation type widely used in engineering fields such as construction, municipal administration, and water conservancy. The prior art is to utilize a rotary drilling rig to carry out bored cast-in-place pile construction. It has the advantages of strong maneuverability, fast moving speed, high drilling efficiency and low environmental pollution. However, if the pile foundation needs to pass through loose soil and abandoned underground corridors, the loose soil will cause collapse holes, and the underground corridors will cause the concrete mixture to flow rapidly in the underground corridors. effective solution. Chinese patent document CN 109868810 A is a dry...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/68E02D7/00E02D5/34E21B10/44E21B25/00E21B33/138
CPCE02D5/68E02D7/00E02D5/34E21B25/00E21B33/138E21B10/44
Inventor 齐俊麟张勇刘振嘉赵大永唐泽林蔡鹏廖源
Owner THREE GORNAVIGATION AUTHORITY
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