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8-shaped double-wall steel cofferdam and construction operation process

A double-walled steel cofferdam, figure 8 technology, applied in infrastructure engineering, construction, etc., can solve the problems of uneven structural force, large welding workload, slow installation speed, etc. The effect of less welding workload and reduced quantity

Inactive Publication Date: 2019-11-22
SICHUAN ROAD & BRIDGE GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The circular structure bears even force, and the components are easy to be standardized. However, for the construction of caps with a large ratio of length and width, the distance between the outer walls of the river center side of the circular cofferdam is long, and the implantation and subsidence on the underwater inclined bank are unstable. , the earth pressure on the bank side is high, and it is easy to be limited by the stable slope angle and the layout of nearby temporary structures. When the underwater bank slope does not have the conditions for large-scale leveling, its use will be limited
At the same time, most of the space is redundant, which will cause unnecessary waste of raw materials, increase costs, reduce work efficiency, occupy a large area of ​​water area, and cause inconvenience for ships to pass. The schematic diagram is as follows figure 1 shown
[0011] Rectangular double-walled steel cofferdams with round ends can adapt to the shape of the cap to the greatest extent for the construction of caps with a large ratio of length and width. There are many internal supports, the distance between the ring plates is small and the number is large enough to meet the force requirements, the workload of butt welding of the ring blocks is large, and the installation speed is slow

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  • 8-shaped double-wall steel cofferdam and construction operation process
  • 8-shaped double-wall steel cofferdam and construction operation process
  • 8-shaped double-wall steel cofferdam and construction operation process

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Embodiment Construction

[0043]The present invention will be described in detail below in conjunction with the accompanying drawings, and the technical solutions in the embodiments of the present invention will be clearly and completely described. Apparently, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0044] The present invention provides a 8-shaped double-walled steel cofferdam through improvement. Plate 5, outer ring plate 6, vertical rib 7, vertical box 8, edge foot 9, steel pipe inner support 10 and back-sealing concrete; inner wall plate 1, outer wall plate 2 and vertical box 8 form the main body of a figure-eight double-wall steel cofferdam , the inner side of the inner wall plate 1 and the outer wall plate 2 are respectively welded with vert...

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Abstract

The invention discloses an 8-shaped double-wall steel cofferdam and a construction operation process. The cofferdam consists of an inner wall plate, an outer wall plate, compartment plates, a horizonal inclined support, an inner annular plate, an outer annular plate, vertical ribs, a vertical box, edge feet, a steel pipe inner support and bottom sealing concrete, wherein the inner wall plate, theouter wall plate and the vertical box form a main body of the 8-shaped double-wall steel cofferdam; the vertical ribs are respectively welded at the inner sides of the inner wall plate and the outer wall plate; in addition, the inner wall plate and the inner annular plate are welded into a whole; the outer wall plate and the outer annular plate are welded into a whole; the horizonal inclined support is welded between the inner annular plate and the outer annular plate; the inner wall plate and the outer wall plate are separated by a plurality of compartment plates; the edge feet are arranged at the bottoms of the inner wall plate and the outer wall plate; sandwich concrete is filled an inner cavity of the inner wall plate and the outer wall plate; and a water stop plate is arranged in a contact position of the bottom of the inner wall plate and the bottom sealing concrete. A series of problems of a common-use double-wall steel cofferdam during the construction process of a bearing table with great length-width ratio can be well solved; and the goals of safety, economical performance, cost reduction and efficiency improvement are achieved.

Description

technical field [0001] The invention relates to the field of cofferdam construction, in particular to an eight-shaped double-wall steel cofferdam and a construction operation process. Background technique [0002] Steel cofferdam refers to the temporary enclosure steel structure built for the construction of permanent water conservancy facilities in the construction of water conservancy projects. Its function is to prevent water and soil from entering the construction site of the building, so as to drain water in the cofferdam, excavate the foundation pit, and build the building. [0003] Common steel cofferdams include steel sheet pile cofferdam, locking steel pipe pile cofferdam, double-wall steel box cofferdam, single-wall steel box cofferdam and steel hanging box cofferdam. [0004] 1). Steel sheet pile cofferdam: It is mainly suitable for water and soil retaining facilities during the excavation of small and medium-sized foundation pits with base depths of 6-8m. At pr...

Claims

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Application Information

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IPC IPC(8): E02D19/04
CPCE02D19/04
Inventor 刘勇杨如刚卢伟邓运祥张凯孙兵张晓斌陈建枫潘登邓波
Owner SICHUAN ROAD & BRIDGE GRP
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