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Construction treatment method of composite pile wall connected by row

A processing method and technology for composite piles, which are applied in sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of polluting the surrounding environment, time-consuming and labor-intensive, and large engineering volume.

Active Publication Date: 2016-09-07
北京楷泰建设工程有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, in the pile foundation construction of various ports, docks, water conservancy, airports, railways and buildings with deep soft soil and backfill soil, most of them still use the traditional construction technology, that is, first drive a large-diameter single steel casing into the Or press into the soil, and then take the soil by punching, digging or auger drilling. This construction method needs to discharge a large amount of soil during the hole forming process. During the silt transportation, the surrounding environment was polluted again. At the same time, a large amount of concrete was needed when pouring the pile body, which not only took time and labor, but also increased the project cost.

Method used

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  • Construction treatment method of composite pile wall connected by row
  • Construction treatment method of composite pile wall connected by row
  • Construction treatment method of composite pile wall connected by row

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Embodiment Construction

[0023] The technology of the present invention will be described in further detail below in conjunction with accompanying drawing and specific implementation:

[0024] One, as attached figure 1 , 2 , 3, 4, what the present invention provides is a kind of vibration hammer with medium and high frequency hydraulic or electric 1 , flange 2 , Fixture chute beam 3 , mobile telescopic chuck 4 The special fixture complex composed of equipment, and the outer steel casing 6 and inner steel casing 7 The upper part is clamped so that the inner steel casing 7 The bottom end is embedded in the reinforced concrete solid pile tip 9 upper outer groove 8 , start the medium and high frequency hydraulic or electric vibratory hammer 1 Implement vibration pressure to make the outer steel casing 6 , inner steel casing 7 and reinforced concrete sealed solid pile tips 9 The combination is quickly and simultaneously vibrated into the underground soil layer and slowly vibrated to pull out th...

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Abstract

The invention discloses a construction method for a soft foundation cast-in-place reinforced concrete row composite piling wall and a special hole forming machine. The special hole forming machine comprises a medium-high frequency vibration hammer, a special clamp device, multiple groups of outer steel pile casings, multiple groups of inner steel pile casings, a reinforced concrete sealing pile tip or multiple steel valve pile tips and a steel hinge chain joint. According to the project for the soft foundation cast-in-place reinforced concrete row composite piling wall provided by the invention, except the single-pile bearing capacity is improved, the integrated sideslip displacement prevention capacity and the waterproof action of a composite foundation are reinforced. According to the project, the construction cost can be reduced by more than 20%, the construction soil discharge quantity is reduced by 50%, the pollution of secondary dredging transportation is avoided, and construction at different weak soil layers and complicated fields can be adapted.

Description

technical field [0001] The invention relates to a construction treatment method suitable for cast-in-place reinforced concrete row composite pile walls on soft soil foundations. This scheme is suitable for the construction of multiple types of composite pile walls with deep soft soil and backfill soil, and can be widely used in seawall composite piles. Pile walls, revetment structures of ports and wharves, retaining walls of water conservancy canals and supporting structures of deep foundation pits of buildings, etc. Background technique [0002] At present, in the pile foundation construction of various ports, docks, water conservancy, airports, railways and buildings with deep soft soil and backfill soil, most of them still use the traditional construction technology, that is, first drive a large-diameter single steel casing into the Or press into the soil, and then take the soil by punching, digging or auger drilling. This construction method needs to discharge a large am...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/38E02D5/72E02D7/18
Inventor 常雷
Owner 北京楷泰建设工程有限公司
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