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A detachable single-wall steel hanging box cofferdam structure and its overall hoisting construction method

An integral hoisting and disassembling technology, applied in the direction of infrastructure engineering, construction, etc., can solve the problem that it is difficult to meet the requirements, and achieve the effect of simple structure, easy processing, and less on-site welding.

Active Publication Date: 2017-02-15
CHINA RAILWAY FIFTH SURVEY & DESIGN INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] For example, in the construction of the high pile cap of the Pingtan Strait Highway and Railway Bridge on the Fuping Railway, due to the harsh construction environment, the hanging box must meet the requirements of rapid construction in addition to the functions and advantages of the traditional hanging box. and the back cover to win time, the structural form in the prior art is difficult to meet this requirement

Method used

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  • A detachable single-wall steel hanging box cofferdam structure and its overall hoisting construction method
  • A detachable single-wall steel hanging box cofferdam structure and its overall hoisting construction method
  • A detachable single-wall steel hanging box cofferdam structure and its overall hoisting construction method

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specific Embodiment approach

[0032] The preferred embodiment of the detachable single-wall steel hanging box cofferdam structure of the present invention is:

[0033] It is a detachable structure composed of section steel and steel plate, including wall panels, purlins, inner supports and hanging systems;

[0034] The outer surface of the wall panel is provided with vertical ribs and horizontal reinforcing ribs, the bottom of the wall panel is connected with a bottom plate, the inside and outside of the wall panel are respectively provided with the purlins, and the inner support is supported on the inside On the purlin, the outer purlin and the vertical rib are connected by bolts, and the inner purlin and the outer purlin are provided with self-balancing tie rods, and the inner ends of the self-balancing pair of tie rods are anchored to the inner support The outer end is anchored on the outer purlin on the flange;

[0035] The hanging system includes a plurality of cross hangers arranged on the support f...

specific Embodiment

[0058] Such as figure 1 As shown, the plane is a rectangular structure. Specifically, it includes wall panels, floor panels, purlins, internal support systems, and hanging systems.

[0059] Such as Figure 7a , Figure 7b Shown: The wall panel consists of multiple blocks, and each wall block consists of figure 2 The steel plate 1 shown is composed of horizontal stiffeners 3, and the wall plate steel plate 1 is welded intermittently with the horizontal stiffeners 3 of the wall plate. The blocks are connected by double-row bolts such as Figure 9 As shown, the vertical edge-sealing angle steel 29 of the wall plate is connected by a double row of bolts, and a water-stop rubber strip is arranged between them. Wall panel corner connections such as Figure 8 As shown, the vertical edge-sealing angle steel 29 of the wall panel is connected with the corner connection angle steel 30 of the wall panel by a double row of bolts, and a water-stop rubber strip is arranged between the...

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Abstract

The invention discloses a detachable type single-wall steel suspension box cofferdam structure and an integral hoisting construction method. The detachable type single-wall steel suspension box cofferdam structure is of a detachable type structure comprising section steel and a steel plate. The detachable type single-wall steel suspension box cofferdam structure comprises a wall plate, enclosing purlins, an inner support and a suspension system, wherein a vertical rib and a horizontal reinforcing rib are arranged on the outer surface of the wall plate; a bottom plate is connected on the bottom of the wall plate; enclosing purlins are arranged at the inner side and the outer side of the wall plate; the inner support is supported on the enclosing purlin at the inner side; the enclosing purlin at the outer side is connected with the vertical rib through a bolt; a self-balancing opposite-pulling rod is arranged between the enclosing purlin at the inner side and the enclosing purlin at the outer side; the inner end of the self-balancing opposite-pulling rod is anchored on a flange of the inner support, and the outer end of the self-balancing opposite-pulling rod is anchored on the enclosing purlin at the outer side; the suspension system comprises cross suspension frames and a lifting lug, wherein threaded steel lifting rods are arranged on four end parts of each cross suspension frame respectively, and the lower ends of the threaded steel lifting rods are anchored on a bottom plate supporting beam. The detachable type single-wall steel suspension box cofferdam structure is simple in structure, small in steel dosage, less in field welding amount, convenient to assemble and disassemble and easy to process, and other components except from the bottom plate can be recycled.

Description

technical field [0001] The invention relates to a deep-water construction cofferdam structure, in particular to a detachable single-wall steel hanging box cofferdam structure and an integral hoisting construction method. Background technique [0002] The steel hanging box cofferdam structure is mainly used for the construction of high pile caps and the case where the bottom of the cap is sand or loose cover. When the bottom of the cap is sand or loose cover, sand blowing or sand blowing can be considered. The position of the bottom plate of the hanging box is cleared out by means of mud pumping and dredging, and then the bottom plate and the wall plate of the steel hanging box are lowered to form a cofferdam after sealing the bottom. Its function is to provide an anhydrous and dry environment for the cap platform construction through the sealing concrete surrounding water on the side plate and bottom plate of the hanging box cofferdam. Compared with the steel box cofferdam,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D19/04E02D27/14
Inventor 罗九林梁志新杨永强李闻程慧林郭亚娟李立亨罗红春
Owner CHINA RAILWAY FIFTH SURVEY & DESIGN INST GRP CO LTD
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