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Foundation pit supporting method for manual dig-hole cement-soil steel pile

A technology of manual digging and cement soil, applied in excavation, sheet pile walls, foundation structure engineering, etc., can solve the problems of short working space, unnecessary implementation, low implementation efficiency, etc., and achieve quality assurance, easy implementation, and guaranteed construction period Effect

Active Publication Date: 2013-04-03
深圳市南华岩土工程有限公司
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  • Abstract
  • Description
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  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Currently commonly used rotary drilling methods, positive and negative circulation drilling methods, long helical drilling methods, including percussion drilling methods are not only low in efficiency, even impossible to implement, but also become unnecessary, and what’s more, the working face is small , the working space is very short, and construction equipment cannot enter the construction work surface

Method used

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  • Foundation pit supporting method for manual dig-hole cement-soil steel pile
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  • Foundation pit supporting method for manual dig-hole cement-soil steel pile

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Embodiment

[0019] Project Overview

[0020] The proposed project is located in the yard of a certain unit on Yongdian Road, Haidian District, Beijing. This time it is mainly the foundation pit excavation and support plan for Building No. 76 (7 floors above ground and 2 floors below ground). The foundation depth is about 8.8m.

[0021] Engineering geological conditions

[0022] According to the "Geotechnical Engineering Survey Report of Radar and Optical Target Characteristic Laboratory Building and Large Target Characteristic Laboratory" provided by Beijing Aerospace Survey and Design Research Institute. The foundation of the original factory building has an independent underground concrete foundation with a buried depth of about 4.1m. ① The first layer of miscellaneous fill is mainly brick ash and slag.

[0023] ② layer of sandy silt, clayey silt, partly mixed pebble gravel, particle size 2~4cm. This layer is partially missing, and it can be seen that the layer thickness is 0.4~2....

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Abstract

A foundation pit supporting construction method for a manual dig-hole cement-soil steel pile comprises the technological processes: manually digging cylindrical pile holes in a side-by-side or interval way; hoisting processed profile steels by a crane and then fixing the profile steels in the holes; pouring cement soil slurry well stirred in a stirrer in the pile holes, performing partial vibrating if necessary, so as to form cement-soil steel piles; manufacturing pile top coupling beams at the tops of the cement-soil steel piles; when foundation pits are deeper, adopting inner supports or detachable anchor rods to compositely support the cement-soil steel piles; hanging nets on the side surfaces of the cement-soil steel piles and then carrying out concrete spray when the foundation pits are dug; dismantling the anchor rods or the inner supports when the backfilling of foundation pit and the trough meets requirements; and finally removing the profile steels for recycle. The method has the advantages of being mainly suitable for hard soil in northern China, such as water-free dense sand gravel stratums where machinery construction is not available or the stratum suitable for manually digging, and being reduced in cost; the manual digging is economical and easy to implement; and the quality and construction period are ensured and the environment is protected.

Description

technical field [0001] The invention belongs to a foundation pit support method in building foundation construction, in particular to an artificially dug hole cement-soil type steel pile and a construction process thereof. The strata that the present invention is suitable for are mainly aimed at relatively hard soil strata in the northern region, such as dense sand and pebble strata without groundwater, where mechanical construction is relatively difficult or strata that are suitable for artificially digging holes after pumping. Background technique [0002] At present, the SMW (cement-soil mixing wall) construction method is widely used in soft soil areas because of its energy-saving, environmental protection and reliable quality. The rate can reach 100%. The three-axis mixer equipment has high power, high efficiency, large construction depth, reliable quality, and increasingly widely used. However, the application in hard ground such as the Beijing area is still extremel...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02E02D5/38
Inventor 何世鸣李江田震远周与诚梁成华张明中王之军贾城杨敏陈辉司呈庆王海宁王建明程金霞黄鑫峰洪伟张宝河杜高恒
Owner 深圳市南华岩土工程有限公司
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