Construction method and structure of underwater reinforced concrete combined suspension-box cofferdam free of bottom-sealing concrete

A technology of back-sealing concrete and construction methods, which can be applied in the direction of infrastructure engineering, construction, etc., can solve the problems such as the influence of the positioning effect of steel hanging boxes, the failure to promote and use it in China, and the impact on water-stopping effects, etc., and achieve good promotion and application value and scope of application wide, saving concrete and steel effect

Active Publication Date: 2016-09-21
CRCC HARBOR & CHANNEL ENG BUREAU GRP
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  • Abstract
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Problems solved by technology

However, this technology has high requirements on the design and manufacture of steel hanging boxes, workers’ operating level and related supporting equipment. A slight difference will affect the water-stopping effect. If water leakage occurs, it will be very troublesome to deal with, and the capsule water-stopping method is harmful The positioning effect of the steel hanging box is affected
Therefore, this technology has not yet been widely used in China.

Method used

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  • Construction method and structure of underwater reinforced concrete combined suspension-box cofferdam free of bottom-sealing concrete
  • Construction method and structure of underwater reinforced concrete combined suspension-box cofferdam free of bottom-sealing concrete
  • Construction method and structure of underwater reinforced concrete combined suspension-box cofferdam free of bottom-sealing concrete

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Embodiment Construction

[0033] In order to make the purpose, technical solution and advantages of the present application clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. In the ensuing description some specific details are referred to for a thorough understanding of the present invention. While the present invention may still be practiced without these specific details, the descriptions and representations herein are used by those skilled in the art to effectively convey the substance of their work to others skilled in the art. refer to figure 1 , figure 2 , image 3 , an underwater construction method of a concrete-steel-concrete combination hanging box cofferdam without a bottom cover, comprising the following steps,

[0034] 1) After the pile foundation construction is completed, make the hanging box 1;

[0035] 2) Install the pole beam 7 and the continuous jack 71 on the casing 5 as the lowering device of...

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Abstract

The invention discloses a construction method and structure of an underwater reinforced concrete combined suspension-box cofferdam free of bottom-sealing concrete. The construction method comprises the following steps: after pile foundation construction is finished, manufacturing a suspension box; mounting carrying pole beams and continuous jacks on pile casings as lowering devices of the suspension box; slowly lowering the suspension box in place with the jacks; and pouring underwater undispersed concrete between a bottom board and annular stepped grooves of the pile casings. According to the technological method, the suspension box stops water by virtue of the reinforced concrete bottom board and the underwater undispersed concrete, which can thoroughly break through the conventional construction method in which bottom sealing is indispensable in construction of an underwater bridge / wharf pile cap suspension box cofferdam, saves a great amount of concrete and steel, reduces the construction cost, simplifies construction procedures and shortens the construction period; and the method is simple in process and convenient to operate, has a good water-stopping effect and a wide application range, has low requirements on ambient environment, corollary equipment and operation level of workers, and has high popularization and application values.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a non-backed steel sheet suitable for the construction of high pile caps for inland river or sea bridges, high pile caps for wharves, or ship locks in industries such as roads, railways, municipal administration, water transportation, water conservancy and hydropower. The construction method and structure of the cofferdam with hanging boxes combined. Background technique [0002] At present, in the construction of bridges or wharf foundations in water, the waterproof cofferdams generally include: steel sheet pile cofferdams, locked steel pipe pile cofferdams, double-wall steel cofferdams, reinforced concrete cofferdams, bottomless steel casings, and bottomed steel cofferdams. Steel hanging box cofferdam and other forms. Among them, the steel hanging box cofferdam has the characteristics of short construction period, no need to sink into the river bed, less material con...

Claims

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Application Information

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IPC IPC(8): E02D19/04
CPCE02D19/04
Inventor 刘齐辉董琴亮魏贤华周清谭昌全李洪福蒋小辉余涛张海波李毅梁晓烨
Owner CRCC HARBOR & CHANNEL ENG BUREAU GRP
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