Novel seawater and sea sand concrete retaining wall structure and construction method

A concrete and seawater technology, applied in underwater structures, infrastructure engineering, hydraulic engineering, etc., can solve the problems of reducing the bearing capacity of concrete structures, affecting the durability of retaining wall structures, and spalling of concrete, so as to improve durability and strengthen Strength, effect of increasing compactness

Pending Publication Date: 2022-05-13
温州市瓯飞开发建设投资集团有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Ordinary reinforced concrete is used, in the marine environment, it is corroded by chloride ions and sulfates, the steel bars are corroded, and the concrete is eroded, resulting in concrete spalling, which greatly reduces the bearing capacity of the concrete structure and seriously affects the durability of the retaining wall structure.

Method used

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  • Novel seawater and sea sand concrete retaining wall structure and construction method
  • Novel seawater and sea sand concrete retaining wall structure and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0044] Embodiment 1: The composition of every cubic pump concrete is 265kg of cement, 69.4kg of mineral powder, 45.6kg of fly ash, 831kg of sea sand, 175kg of seawater, 6.84kg of admixture, and 1040kg of stone admixture. Carboxylic acid mother liquor 18%, sodium gluconate 1%, triethanolamine 1.8%, triisopropanolamine 1.5%, and water, each cubic concrete seawater contains 4.293kg of sodium chloride, 0.91kg of magnesium chloride, 0.716kg of sodium sulfate, chlorine Calcium 0.203kg, together with admixtures to form a pumping agent with enhanced performance.

Embodiment 2

[0045]Embodiment 2: the composition of every cubic pump concrete is cement 255kg, slag powder 79.4kg, fly ash 45.6kg, sea sand 831kg, seawater 175kg, admixture 6.84kg, stone 1040kg, each component of admixture is by mass percentage: Polycarboxylic acid mother liquor 19%, sodium gluconate 1.5%, triethanolamine 2.0%, triisopropanolamine 1.8%, and water, containing 4.293kg of sodium chloride, 0.91kg of magnesium chloride, and 0.716kg of sodium sulfate in every cubic concrete seawater. Calcium chloride 0.203kg, together with admixtures to form a pumping agent with enhanced performance, after 28 days of curing, apply the osmotic crystalline material twice, the osmotic crystalline material is composed of 20% magnesium fluorosilicate, fluorine Zinc silicate 1%, hydrofluoric acid 2.5%, fluorocarbon surfactant 2%, and water.

Embodiment 3

[0046] Example 3: according to the above-mentioned retaining wall structure, bind the fiber reinforcement and the fiber grid skeleton, pour C30 pumped concrete, and the composition of each cubic pumped concrete is 245kg of cement, 89.4kg of mineral powder, 45.6kg of fly ash, and 831kg of sea sand , seawater 175kg, admixture 6.84kg, stone 1040kg, each component of admixture is polycarboxylate mother liquor 20%, sodium gluconate 2.5%, triethanolamine 2.5%, triisopropanolamine 2% and water by mass percentage, each Cubic concrete seawater contains 4.293kg of sodium chloride, 0.91kg of magnesium chloride, 0.716kg of sodium sulfate, and 0.203kg of calcium chloride, together with admixtures to form a pumping agent with enhanced performance. After 28 days of curing, apply the permeable crystalline material 4 times The permeable crystalline material is composed of 25% magnesium fluorosilicate, 1.25% zinc fluorosilicate, 3.0% hydrofluoric acid, 1.5% fluorocarbon surfactant, and water in ...

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Abstract

The invention relates to a novel seawater and sea sand concrete retaining wall structure and a construction method. The retaining wall structure comprises longitudinal fiber bars arranged on the two sides, fiber grids laid on the outer sides of the fiber bars, the fiber bars on the two sides are connected through the fiber bars and filled with seawater and sea sand concrete, and the outer side of the concrete is coated with a capillary crystalline coating. The construction method comprises the following steps: firstly, arranging longitudinal fiber bars on two sides, paving fiber grids on the longitudinal fiber bars, connecting the fiber grids by adopting the fiber bars, forming a reinforcing system by a concrete admixture and salt-containing components in seawater, preparing seawater and sea sand concrete, pouring and filling the concrete, and curing for 28 days. And spraying the prepared capillary crystalline material on the surface of the concrete for 2-4 times. Fiber materials replace steel bars to prevent seawater and sea sand corrosion; the longitudinal fiber bars are fixed by the fiber grids, so that the crack resistance, bending resistance and shearing resistance of the wall body are improved; salt-containing components in seawater and sea sand stimulate and improve the performance of the admixture and improve the strength of the concrete, and the seawater and sea sand concrete uses local materials and saves fresh water resources; the surface coating enhances the surface concrete, prevents the concrete surface from being corroded and peeled off, and improves the use durability of the concrete.

Description

technical field [0001] The invention relates to a novel seawater sea-sand concrete retaining wall structure, and also relates to a construction method of the retaining wall structure. Background technique [0002] The east of my country faces the sea, and the total length of the coastline is more than 32,000 kilometers. Among them, the mainland coastline is more than 18,000 kilometers long, starting from the mouth of the Yalu River in the north and ending at the mouth of the Beilun River in the south. Among them, the concrete protection equipment near the sea has been blown by the sea breeze and soaked by the waves for many years, and is in a high-humidity and high-salt environment, and has been eroded by the sea breeze and sea water. [0003] Ordinary reinforced concrete is used, in the marine environment, it is corroded by chloride ions and sulfates, the steel bars are corroded, and the concrete is eroded, resulting in concrete spalling, which greatly reduces the bearing c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/02E02D15/08E02D15/02
CPCE02D29/0275E02D15/08E02D15/02
Inventor 金锦强吕有畅孙林柱蔡良洁万飞跃潘恩慈
Owner 温州市瓯飞开发建设投资集团有限公司
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