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Concrete formula for high-strength pipe pile and mixing and curing process thereof

A concrete, high-strength technology, applied in the field of building materials, can solve problems such as poor impact resistance, and achieve the effects of improving toughness, reducing surface area, and reducing pore defects

Pending Publication Date: 2021-08-10
FUJIAN DADI CONCRETE PILE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

As we all know, the higher the concrete strength, the greater the brittleness of the concrete, and the poorer the impact resistance. Moreover, most of the PHC pipe piles are still driven by diesel hammers at this stage. In the prior art, this The contradiction is still difficult to resolve

Method used

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  • Concrete formula for high-strength pipe pile and mixing and curing process thereof

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] Concrete formula with high strength pipe pile, including cement 380kg / m 3 , Mineral blend 150kg / m 3 , Crude material 1300kg / m 3 , Detailed 400kg / m 3 , Water reducer 6kg / m 3 And polyethylene particles 2kg / m 3 The plasticization process before the polyethylene bridging is mixed or incorporated during the bristle.

[0032] The particle diameter of the polyethylene particles is 150 to 200 mesh.

[0033] The mineral blend is a genolite and a mineral powder.

[0034] The content ratio of heights and ore powder is 1.

[0035] The coarse material is crushed, and the particle diameter is 6 to 10 mm and 20 to 30 mm, respectively.

[0036] The fine set is natural river sand, the river sand fineness modulus is 2.5;

[0037] Cement is P. II 42.5 Ordinary silicate cement, and the water reduction is a polycarboxylic acid-based high-efficiency water reducer.

[0038] The reinforcing fiber is aramid fibers, incorporates or incorporates during the plasticization before the polyet...

Embodiment 2

[0049] Concrete formula with high strength pipe pile, including cement 430kg / m 3 , Mineral blend 80kg / m 3 , Crude material 1100kg / m 3 , Fine collection 500kg / m 3 , Water reduction, 8kg / m 3 And polystyrene particles 2kg / m 3 The plasticization process before the polystyrene bristles were incorporated or incorporated during the drawing process.

[0050] The particle size of the polystyrene particles is 150 to 200 mesh.

[0051] The mineral blend is a genolite and a mineral powder.

[0052] The content ratio of heights and oremeal is 2.

[0053] The coarse material is crushed, and the particle diameter is 6 to 10 mm and 20 to 30 mm, respectively.

[0054] The fine assembly is natural river sand, the river sand fineness analog is 3.0;

[0055]Cement is P. II 42.5 Ordinary silicate cement, and the water reduction is a polycarboxylic acid-based high-efficiency water reducer.

[0056] The reinforcing fiber is an antilusion fiber, incorporates or incorporates during the plastic...

Embodiment 3

[0067] Concrete formula with high strength pipe pile, including cement 400kg / m 3 , Mineral blend 120kg / m 3 , Crude material 1200kg / m 3 , Detailed 450kg / m 3 , Water reduction 7kg / m 3 And polyethylene particles 1.5kg / m 3 The plasticization process before the polyethylene bridging is mixed or incorporated during the bristle.

[0068] The particle diameter of the polyethylene particles is 150 to 200 mesh.

[0069] The mineral blend is a genolite and a mineral powder.

[0070] The content ratio of heights and ore powder is 1.5.

[0071] The coarse material is crushed, and the particle diameter is 6 to 10 mm and 20 to 30 mm, respectively.

[0072] The fine assembly is natural river sand, the river sand fineness analog is 2.7;

[0073] Cement is P. II 42.5 Ordinary silicate cement, and the water reduction is a polycarboxylic acid-based high-efficiency water reducer.

[0074] The reinforcing fibers are polyester fibers, mixed into or incorporated during the plasticization proc...

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Abstract

The invention discloses a concrete formula for a high-strength tubular pile and a mixing and curing process thereof. The formula comprises 380-430 kg / m <3> of cement, 80-150 kg / m <3 > of a mineral admixture, 1100-1300 kg / m <3> of coarse aggregate, 400-500 kg / m <3> of fine aggregate, 6-8 kg / m <3> of a water reducing agent and 1-2 kg / m <3> of polyethylene particles or polystyrene particles, and the polyethylene particles or polystyrene particles contain reinforced fibers. According to the concrete formula for the high-strength tubular pile and the mixing and curing process of the concrete formula, the sand consumption and the water consumption can be reduced, meanwhile, the concrete has good flowability, the strength and the toughness of the tubular pile are improved, and meanwhile, the pore defects in the tubular pile are reduced.

Description

Technical field [0001] The present invention belongs to the field of building materials, and concrete formulations for high-strength pipe piles and their mixing and conservation process. Background technique [0002] Pipe piles have an important role in construction construction, and the pipe pile is divided into post-regulatory prestressed pipe piles and prestressed prestressed piles, prestressed concrete pipe pile (PC pipe pile) and prestressed concrete thin-walled pile ( PTC pipe pile) and high-intensity prestressed concrete pipe pile (PHC pipe pile). The prestressed concrete pipe pile can be divided into post-diamond prestressed piles and pretty prestressed piles. Pre-first prestressed pipe pile is a hollow cylinder elongated concrete prefabricated component made by the prestressed process and centrifugal formation method, which is mainly composed of cylindrical piles, end plates and steel ferrules. The pipe pile is mainly subject to axial stress during hitting or static pres...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B40/02C04B16/08C04B16/04C04B14/10C04B18/12
CPCC04B14/106C04B16/04C04B16/08C04B18/12C04B28/04C04B40/0295C04B2201/50C04B14/068C04B2103/302C04B16/0691C04B16/0658C04B16/0683C04B40/0254Y02W30/91
Inventor 杨金辉杨晓彬董伟东周艳文冯三苟林丽华林成
Owner FUJIAN DADI CONCRETE PILE
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