Process for construction of piled raft in low-buried and unsymmetrical pressure flexible plastic karst tunnel

A construction technology and technology in the tunnel, which can be applied to sheet pile walls, foundation structure engineering, excavation, etc., and can solve problems such as blockage of the karst tunnel base or difficulties in reinforcement construction

Inactive Publication Date: 2016-12-07
CHINA RAILWAY NO 5 ENG GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The problem to be solved by the present invention is to provide a construction process of pile rafts in shallow-buried bias-pressured soft plastic karst tunnels, so as to overcome the deficiencies related to tunnel construction safety and quality, such as karst tunnel base blockage or reinforcement construction difficulties.

Method used

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  • Process for construction of piled raft in low-buried and unsymmetrical pressure flexible plastic karst tunnel
  • Process for construction of piled raft in low-buried and unsymmetrical pressure flexible plastic karst tunnel
  • Process for construction of piled raft in low-buried and unsymmetrical pressure flexible plastic karst tunnel

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Embodiment Construction

[0016] Embodiments of the invention:

[0017] The pile raft structure of the present invention is composed of a lower cast-in-place pile 1 and an upper raft slab 2, both of which are connected by steel bars; the cast-in-place pile 1 adopts a reinforced concrete bored pile, and the raft slab 2 adopts a C35 corrosion-resistant reinforced concrete raft slab; In the bored cast-in-place pile; the steel cage is processed by the mold forming method; the steel cage is installed by the drilling rig to lift and connect and install. The total length of the raft construction is 75m, the width is 14.5m, and the height is 2.5m. The diameter of the bored piles is 1.5m, the distance between the piles is 4m vertically and 5.5m horizontally, using C35 corrosion-resistant reinforced concrete, and the bottom of the end-bearing piles is embedded in the bedrock to a depth of not less than 2m. Two deformation joints are set in the middle of the plate, and one deformation joint is set at each end of...

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Abstract

The invention discloses a process for construction of a piled raft in a low-buried and unsymmetrical pressure flexible plastic karst tunnel. The process is characterized in that the piled raft structure is adopted in the low-buried and unsymmetrical pressure flexible plastic karst tunnel for crossing a karst cave; the piled raft structure is composed of cast-in-place piles (1) on the lower portion and a raft plate (2) on the upper portion, and the cast-in-place piles and the raft plate are connected through steel bars; the cast-in-place piles (1) are reinforced concrete bored cast-in-place piles, and the raft plate (2) is a C35 corrosion-resistant reinforced concrete raft plate; steel reinforcement cages are used in the bored cast-in-place piles, are machined through a jig molding method, and are hoisted by a drilling machine to be installed in a sectioned connection mode. By the adoption of the process, karst tunnel foundation blockage, reinforcement construction difficulties and other technical problems concerning tunnel construction safety and quality are solved.

Description

technical field [0001] The invention relates to a construction technique of pile rafts in a shallow-buried bias-pressure soft plastic body karst tunnel. Background technique [0002] Limestone formations are widely distributed in my country, and karst geology is very common. When the tunnel passes through the karst formation, some caves are located at the bottom of the tunnel, the filling is soft and deep, and the tunnel base is difficult to handle; some caves have broken rocks and are prone to collapse; Or a large amount of sediment mixed with water poured into the tunnel; sometimes when the filling tank filled with water is encountered, when the tunnel is excavated to its edge, the water-containing filling keeps pouring into the tunnel, which is difficult to stop, and even the surface cracks and sinks. The pressure increased sharply; some karst caves and underground rivers were circuitous and criss-crossed, with intricate branches and a wide range, so it was very difficul...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/12E02D27/14E02D5/36E02D17/04
CPCE02D27/12E02D5/36E02D17/04E02D27/14
Inventor 佘志清牟曦韦家沅刘有伟胡爱珍
Owner CHINA RAILWAY NO 5 ENG GRP
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