Anchoring construction method for fastener steel tube pile cofferdam

A construction method and technology of steel pipe piles, which are applied in sheet pile walls, foundation structure engineering, buildings, etc., can solve the problems of poor anchorage in overburden waters, large weir body subsidence and deformation, and increased construction costs, so as to improve stability and The effects of safety, shortening the construction period, and improving work efficiency

Inactive Publication Date: 2013-11-20
CHINA RAILWAY SHANGHAI ENGINEERING BUREAU GROUP CO LTD
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] With the rapid development of China's infrastructure construction, a large number of cross-river road bridges, railway bridges and wharfs are in urgent need of construction. In order to speed up the construction progress, ensure the quality of the project and construction safety, the construction unit usually uses earth-rock cofferdams and steel sheet piles when building bridge piers in water Construction methods such as cofferdam, locking steel pipe pile cofferdam, steel casing cofferdam and concrete cofferdam, etc., traditional cofferdam construction methods require a lot of manpower and material resources for cofferdam processing, plugging or slotting and anchoring, etc. , and the traditional cofferdam construction also has the following defects: (1) The earth-rock cofferdam has a simple structure and is convenient for construction, but its engineering volume is large, and the subsidence deformation of the weir body is also large; (2) Steel sheet piles and locking steel pipe piles The demolition and construction of the cofferdam is highly mechanized, safe and reliable, but it is greatly affected by the fluctuation of the water surface, and the anchorage is poor in waters with less covering layer; (3) The concrete cofferdam has strong anti-scourability and anti-seepage ability, but the underwater construction of the weir body is difficult , high cost; (4) The integrity and stability of the steel casing cofferdam is better, but sometimes it needs to be grooved underwater or inserted large steel pipe piles around the cofferdam for reinforcement, which increases the construction cost

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  • Anchoring construction method for fastener steel tube pile cofferdam
  • Anchoring construction method for fastener steel tube pile cofferdam

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Embodiment Construction

[0015] Below in conjunction with accompanying drawing, the present invention will be further described:

[0016] figure 1 As shown, it is a schematic diagram of the structure of the present invention to effectively consolidate the rock formation and the locking steel pipe pile through the anchor rod; the drilling is carried out in the locking steel pipe pile according to the hole diameter and the anchoring depth, and the anchor rod specifications are selected according to actual requirements to ensure sufficient Strength of. The specific steps are:

[0017] (1) Accurate positioning of the cofferdam of the locking steel pipe pile 5;

[0018] (2) Pass the mobile platform on the water surface 4, hoist and insert and lock the steel pipe pile 5 at an accurate position to pass through the covering layer 2 to the river bed 8;

[0019] (3) Using a mobile platform, use an ordinary geological drilling rig to vertically drill the anchor hole 2 in the overburden layer 2 and the rock la...

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Abstract

The invention discloses an anchoring construction method for a fastener steel tube pile cofferdam. The anchoring construction method comprises the steps as follows: positioning fastener steel tube piles; inserting the fastener steel tube piles to a riverbed; drilling anchor bolt holes by utilizing a movable platform; placing anchor rods; performing underwater concrete pouring to the fastener steel tube piles, and completing the anchoring of the fastener steel tube piles and a rock layer. The anchoring construction method not only realizes the advantages of the fastener steel tube pile cofferdam construction, but also effectively solidifies a base rock and the fastener steel tube piles via arranging the anchor rods; since the fastener steel tube piles and the anchor rods can be synchronously anchored, the stability and safety of the cofferdam construction are improved, cofferdam construction period is shortened, the working efficiency is improved, and cost of manpower and material resources is reduced; the anchoring construction method of the fastener steel tube pile cofferdam can be applicable to different landforms and construction environments, so that the adaptability is strong. Compared with the prior art, the anchoring construction method for the fastener steel tube pile cofferdam is more scientific in work efficiency, economy and the like.

Description

technical field [0001] The invention relates to a building construction method, in particular to an anchoring method for locking steel pipe pile cofferdams and bedrock. Background technique [0002] With the rapid development of China's infrastructure construction, a large number of cross-river road bridges, railway bridges and wharfs are in urgent need of construction. In order to speed up the construction progress, ensure the quality of the project and construction safety, the construction unit usually uses earth-rock cofferdams and steel sheet piles when building bridge piers in water Construction methods such as cofferdam, locking steel pipe pile cofferdam, steel casing cofferdam and concrete cofferdam, etc., traditional cofferdam construction methods require a lot of manpower and material resources for cofferdam processing, plugging or slotting and anchoring, etc. , and the traditional cofferdam construction also has the following defects: (1) The earth-rock cofferdam h...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/74
Inventor 唐俊刘明友项进申俊光郭乐陆国清
Owner CHINA RAILWAY SHANGHAI ENGINEERING BUREAU GROUP CO LTD
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