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Integrated construction method of piled cofferdam platform for low pile caps in rock formations

A technology of rock strata and construction method, applied in basic structure engineering, construction and other directions, can solve the problems of long construction period, difficult to meet construction requirements, and huge input of manpower and material resources, achieving small excavation area and square volume, saving manpower , the effect of speeding up the construction period

Active Publication Date: 2018-07-03
CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for piles with fast flow velocity and where underwater blasting operations cannot be implemented, when using traditional construction methods to construct piles, it not only requires a huge investment of manpower and material resources, but also has a long construction period, which makes it difficult to meet the construction requirements

Method used

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  • Integrated construction method of piled cofferdam platform for low pile caps in rock formations
  • Integrated construction method of piled cofferdam platform for low pile caps in rock formations

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Embodiment Construction

[0020] The embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.

[0021] See figure 1 As shown, the integrated construction method of pile-planting cofferdam platform for low pile caps in rock formations in the embodiment of the present invention includes the following steps:

[0022] S1: Simultaneous construction of lifting platform 1 and drilling platform 2 on the rock formation, lifting platform 1 is located around drilling platform 2; during the construction of lifting platform 1 and drilling platform 2, the lifting platform 1 and drilling platform The cofferdam construction channel 3 is reserved between 2 and the cofferdam platform panel is laid on the cofferdam construction channel 3 to serve as the cofferdam construction platform and drilling platform, and go to S2.

[0023] S2: Cofferdam construction is performed on the drilling platform 2 on the cofferdam construction platform, and at the same time, the p...

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Abstract

The invention discloses an integral construction method of a pile planting cofferdam platform used for a rock strata low-pile cap and relates to the field of construction of rock stratum low-pile caps. The integral construction method comprises the following steps that S1, a lifting platform and a drilling platform are constructed on a rock stratum at the same time, and a cofferdam construction channel is reserved between the lifting platform and the drilling platform in the lifting platform and the drilling platform construction process; and S2, cofferdam construction is conducted on the drilling platform in the cofferdam construction channel, and pile foundation drilling is conducted on the drilling platform at the same time; during the cofferdam construction, after steel sheet piles required by a cofferdam are planted into the rock stratum through a static-pressure pile planting machine, a steel sheet pile cofferdam inner supporting structure is installed, water drawing is conducted in the cofferdam, and an excavator is lifted into the cofferdam for conducting no-water excavation.. According to the integral construction method, underwater blasting is changed into no-water excavation, the construction period is short, required manpower and material resources are few, and construction requirements can be met.

Description

Technical field [0001] The invention relates to the field of construction of low-pile caps in rock formations, in particular to an integrated construction method for pile-planting cofferdam platforms for low-pile caps in rock formations. Background technique [0002] At present, the traditional construction method for low-pile caps in rock formations is: first carry out underwater blasting operations, and then construct drilling platforms and cofferdams. However, for piles with fast flow rates and underwater blasting operations that cannot be implemented, traditional construction methods not only require huge investment of manpower and material resources, but also have a long construction period, which is difficult to meet the construction requirements. . Summary of the invention [0003] Aiming at the defects in the prior art, the purpose of the present invention is to provide an integrated construction method for pile-planting cofferdam platform for low pile caps in rock format...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D19/04
CPCE02D19/04
Inventor 韩博李艳哲周燕飞唐明张红强张超亮全建淅吴艳辉张帅张金豪杨杰王湘桥张志勇
Owner CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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