Construction method of vertical waterstop structure for expansion joints in concrete engineering

A vertical water stop and construction method technology, which is applied to underwater structures, water conservancy projects, sea area projects, etc., can solve problems such as extended construction period, irregular deformation of concrete tanks, and difficult cleaning, so as to reduce construction period, save installation procedures, The effect of preventing cross-sectional interface misalignment

Inactive Publication Date: 2015-05-20
中康建设管理(集团)股份有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] In existing concrete structures, such as retaining dams, reservoirs, subways, culverts, sluices, tunnels and other underground projects, due to the inability to pour continuously or the deformation of the foundation settlement (earthquake), or the concrete caused by temperature changes Due to thermal expansion and contraction of components, deformation joints and construction joints are often left during pouring. These gaps must take anti-leakage measures to prevent external water or groundwater from leaking into the structural space. Concrete grooves are set between the concrete and the second-stage concre

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  • Construction method of vertical waterstop structure for expansion joints in concrete engineering
  • Construction method of vertical waterstop structure for expansion joints in concrete engineering
  • Construction method of vertical waterstop structure for expansion joints in concrete engineering

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Embodiment

[0045] Embodiment, referring to the accompanying drawings: a vertical water-stop structure for expansion joints in concrete engineering, including a deformation piece 1 and a channel steel 2, the deformation piece 1 is arranged longitudinally, half of which is pre-embedded in the first-stage concrete 4, and the other half protrudes Set outside the concrete section in the rectangular channel steel opening 14, the channel steel 2 is provided with fixing parts, and the channel steel 2 is provided with soft asphalt 6; Linoleum 3 is provided on both sides of sheet 1 .

[0046]Further, the deformable sheet 1 is in the form of a rectangular plate with a width of 30-60 cm and a length equal to the height of the concrete section. The side of the poured concrete is provided with fins 13, and the fins 13 are semicircular. One side is bent at 90°, and several fins 13 are arranged according to the length (height) of the deformation sheet 1, and the deformation sheet 1 is longitudinally arr...

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Abstract

The invention relates to a waterproof device for underground (underwater) buildings, in particular to a construction method of a vertical waterstop structure for expansion joints in concrete engineering. The vertical waterstop structure comprises a transformable plate and a steel channel and is characterized in that the transformable plate is arranged longitudinally, one half of the transformable plate is pre-buried in primary concrete while the other half of the transformable plate protrudes out of a concrete section to be arranged in an opening of the rectangular steel channel, and the steel channel is provided with fixing parts and internally filled with maltha; an open face of the steel channel and the primary concrete section are provided with asphaltic felts on two sides of the transformable plate, the exposed fixing parts are demounted after cooling of the maltha, and then secondary concrete is poured. By the construction method of the vertical waterstop structure for the expansion joints in concrete engineering, the problem of water seepage caused by differential settlement or diastrophism of stratums in hydraulic engineering can be solved, and labor cost can be saved while construction period can be shortened.

Description

technical field [0001] The invention relates to an underground (underwater) building waterproof device, in particular to a construction method for a vertical water-stop structure of expansion joints in concrete engineering. Background technique [0002] In existing concrete structures, such as retaining dams, reservoirs, subways, culverts, sluices, tunnels and other underground projects, due to the inability to pour continuously or the deformation of the foundation settlement (earthquake), or the concrete caused by temperature changes Due to thermal expansion and contraction of components, deformation joints and construction joints are often left during pouring. These gaps must take anti-leakage measures to prevent external water or groundwater from leaking into the structural space. Concrete grooves are set between the concrete and the second-stage concrete, and soft asphalt and copper sheets or rubber waterstops are installed in the grooves. However, this method requires p...

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Application Information

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IPC IPC(8): E02D29/16E02D31/02E02B3/16
CPCE02B3/16E02D29/16E02D31/02
Inventor 张朝利
Owner 中康建设管理(集团)股份有限公司
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