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Canal lining concrete in-situ casting method and non-linear canal lining construction method

A construction method and concrete technology, applied in water conservancy projects, artificial waterways, buildings, etc., can solve the problems that the local position of the channel lining cannot be vibrated and firm, the quality and aesthetics of the channel project are affected, and the channel lining structure is not dense enough.

Active Publication Date: 2020-04-28
湖北锦天禹建设工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The above-mentioned existing technical solutions have the following defects: the above-mentioned method adopts the method of paving concrete once and vibrating with a vibrator once to form the channel lining. Since the thickness of the common channel lining is about 10 cm, the thickness is still relatively thick. There will be situations where some parts of the canal lining cannot be vibrated firmly, so the local structure of the canal lining is not compact enough, which affects the quality and aesthetics of the entire canal project

Method used

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  • Canal lining concrete in-situ casting method and non-linear canal lining construction method
  • Canal lining concrete in-situ casting method and non-linear canal lining construction method
  • Canal lining concrete in-situ casting method and non-linear canal lining construction method

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Embodiment 1

[0056] refer to figure 1 and figure 2 , is a kind of channel lining concrete cast-in-place method disclosed by the present invention, comprising the following steps: configuring concrete S1, formwork installation S2, concrete warehouse surface wetting S3, first paving concrete S4, first vibrating S5, second Second paving concrete S6, second vibrating S7, scraping treatment S8, polishing treatment S9, surface finishing and calendering S10, and curing treatment S11.

[0057] Concrete configuration S1: The raw materials of the following mass parts of concrete are prepared: 50-60 parts of water, 90-110 parts of cement, 390-400 parts of sand, 360-380 parts of pebbles, 2-4 parts of admixture, the slump of concrete Between 100-150 mm, the water-binder ratio of concrete is between 0.50-0.60, and the sand ratio of concrete is 50.0%-53.0%. The concrete of the above formula has high structural strength after curing, is not easy to seepage, and has a long service life, thereby prolongi...

Embodiment 2

[0075] refer to figure 2 and image 3 , is a non-linear canal lining construction method disclosed in the present invention, the canal includes a linear area and a curved area, the canal lining 3 includes: a slope surface lining 31 and a bottom surface lining 32, and the channel lining 3 in a linear area adopts The block-by-block method of construction is adopted, and the channel lining 3 in the curved area is constructed by the method of pouring through the warehouse.

[0076] Based on the channel lining concrete casting method as described in Embodiment 1, the non-linear channel lining construction method includes: canal foundation treatment S101: remove the bad soil and garbage on the surface of the canal foundation 1, and the pits on the surface of the canal foundation 1 Fill and compact with backfill soil, the compaction degree of the backfill soil is not less than 0.92; laying the lining cushion S102: Lay the sandstone cushion 2 on the bottom surface of the canal found...

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Abstract

The invention relates to a canal lining concrete in-situ casting method and a non-linear canal lining construction method. The canal lining concrete in-situ casting method comprises the following steps: concrete preparing, formwork mounting, concrete bin surface wetting, first-time concrete spreading, first-time vibrating, second-time concrete spreading, second-time vibrating, striking-off treatment, polishing treatment, surface finishing press polish and curing treatment. Through two-time concrete spreading and two-time vibrating, the effects that a constructed canal lining structure is denser, so that the quality of whole canal engineering is improved advantageously, and the aesthetic degree of whole canal engineering is increased advantageously are achieved.

Description

technical field [0001] The invention relates to the technical field of channel construction, in particular to a channel lining concrete casting method and a non-linear channel lining construction method. Background technique [0002] Water conservancy projects are basic projects related to the national economy and people's livelihood, and the construction of water conservancy channels is an important part of water conservancy projects. Only by ensuring that the construction methods of water conservancy channels are appropriate can the quality of water conservancy projects be ensured. [0003] A Chinese invention patent with the publication number CN109295928A has now been retrieved, which discloses a water conservancy channel construction method, comprising the following steps: (1) first adopting an excavator to rough slope, and then loosening the soil on the slope; (2) The rust spots, calcium film, broken and loose rock blocks on the slope shall be removed and treated; (3) ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B5/02
CPCE02B5/02
Inventor 王昌云胡庆虎王施妮
Owner 湖北锦天禹建设工程有限公司
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