Drilling pile drilling construction method of bead-type karst area

Abstract

The invention discloses a drilling pile drilling construction method of a bead-type karst area, wherein a drilling pile penetrates through an underground river karst cave from top to bottom. The method includes the steps of (1) measuring and sampling, (2) lowering and fixing a steel casing, and (3) drilling, wherein a percussion drill is used, drilling is carried out from top to bottom through the lowered steel casing until the percussion drill reaches a designed depth, and in the drilling process, the wall is protected through slurry; in the drilling process, when the percussion drill drills the underground river karst cave from top to bottom, the underground river karst cave is firstly processed, and then the percussion drill is used for drilling downwards; when the underground river karst cave is processed, the process is as follows: drilling of an inner protection casing installation hole, lowering of an inner protection casing, continuous drilling and plugging of a water source. The method is simple in step, reasonable in design, low in investment cost, convenient to achieve and good in construction effect, the drilling construction process of a drilling pile penetrating through the underground river karst cave can be easily, conveniently and quickly completed, cost is low and quality is high.

Description

Technical field [0001] The invention belongs to the technical field of bored pile construction, and particularly relates to a method for drilling a bored pile in a beaded karst area. Background technique [0002] With the construction and development of high-speed railways in my country, railway operations have put forward higher requirements for high smoothness and high safety. Design and construction units must have new innovations in the settlement control of road and bridge foundations. In the southwest and southeast coastal areas of China, the geological conditions are complex and karsts are widespread. However, this area is the main artery of China’s east, west, south and north channels and the leader of the country’s economic development. In the future, there will be more high-speed rail crossings in this area. A high-speed rail transportation network is formed, so large-diameter, deep-water bridge pile foundation construction in karst areas is the focus and difficulty of ...

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Problems solved by technology

[0003] Nowadays, there are mainly the following defects and deficiencies in the construction of large-diameter and deep-water bridge pile foundations in karst areas: First, in the construction of bridge pile foundations passing through relatively complex karst areas, the design unit did not provide the construction unit with a relatively complete The theoretical basis and construction technical documents are grounded and systematic, and the construction unit crosses the river by feeling the stones. There are many difficult problems and difficulties encountered in the construction; Comprehensiveness and operability; third, for construction projects with high requirements for construction technology and strict standards for bridge foundation settlement, bearing capacity, and stability, the basic theoretical research on pile foundation construction in lava-covered areas is difficult to meet actual construction needs; The provincial boundary Pingshui Super Bridge and Liling Super Bridge in the Hangzhou-Changsha South Section with a design speed of 350km/h are located in areas with strong karst development. The two bridges are only separated by the 274m-long Xiangyun Tunnel. In the karst area of ​​the dark river, the scope is large and the number is large. It is the first case in the history of bridge construction for passenger dedicated lines in China. In the karst-covered area, karst caves and karst fissures, the groundwater is developed, the water permeability is good, the water volume is large, a

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