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Concrete for unballasted track plate

A ballastless track and concrete technology, applied in tracks, roads, ballast layers, etc., can solve the problems of short supply, increase the production cost of Boger board, limited strength growth, etc., to reduce energy costs, effectively and fully utilize, save The effect of project cost

Active Publication Date: 2012-07-25
CHINA BUILDING MATERIALS ACAD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] (1) Ultra-fine cement does not belong to the conventional supply variety, and must be negotiated with the cement factory for special production, so its price is 3 to 4 times that of ordinary cement, which greatly increases the production cost of Borg board
[0005] (2) Since the specially processed ultra-fine cement is not a bulk product, when there is a large demand for Borg board production, there is a potential crisis of short supply;
[0006] (3) The cementitious materials of concrete are all ultra-fine cement, which will lead to limited growth of its later strength and durability problems
Moreover, the concrete durability index (electric flux) prepared by BOGL technology cannot meet the requirements of the "Interim Technical Conditions for High Performance Concrete for Passenger Dedicated Lines"

Method used

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  • Concrete for unballasted track plate
  • Concrete for unballasted track plate
  • Concrete for unballasted track plate

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] Embodiment 1: the preparation of admixture B

[0027] To prepare 100kg of admixture (excluding activator), the admixture is formulated with reference to the composition of Table 1.

[0028] Table 1: Admixture composition

[0029]

Embodiment 2

[0030] Embodiment 2: the preparation of early strength polycarboxylate superplasticizer C

[0031] Disperse in 500L water according to the composition of Table 2 to prepare early-strength polycarboxylate water reducer.

[0032] Table 2: Composition of water reducing agent (calculated based on the total amount of C1, C2, C3, and C4 100kg)

[0033]

Embodiment 3

[0034] Embodiment 3: the preparation of concrete

[0035] Concrete preparation procedure: put each material into the compulsory mixer in sequence according to the order of stone, sand, cement, and early-strength admixture for dry mixing, then add early-strength polycarboxylate superplasticizer into the water, mix well and put together Add to a forced blender and blend together.

[0036] The manufacturing process of the ballastless track slab: put the mixed concrete into the special ballastless track slab formwork, and maintain it for 16 hours, and the ballastless track slab is obtained after the formwork is removed.

[0037] According to Table 3 and Table 5, refer to the above procedures to prepare concrete (GD1~GD6) respectively, and manufacture CRTS I and CRTS II ballastless track slabs.

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Abstract

The invention discloses concrete for a ballastless rail slab, which is obtained by compounding the common Portland cement with an early strength admixture, an early strength polycarboxylate water reducing agent and sand, stone and water, wherein the water cement ratio is controlled to be between 0.25 and 0.35. Particularly, the concrete is prepared by mixing 430 to 500 kilograms per cubic meter of cement (A), the early strength admixture (B) which is 8 to 15 weight percent of the cement content, the early strength polycarboxylate water reducing agent (C) which is 1.0 to 1.5 weight percent of the total weight of A and B, the water (D) which is 25 to 35 weight percent of the cement content, and the sand and the stone, wherein the usage of the sand and the stone is the remain amount of deducting the weight of A, B, C and D from the total weight of the concrete per cubic meter, and the sand is 35 to 40 percent of the total weight of the sand and the stone. The concrete meets the requirements that the slump is between 140 and 200 millimeters and the compressive strength within 16 hours is more than 48 MPa, the relative durability index thereof is increased obviously compared with a reference sample, and the produced ballastless rail slab completely satisfies the technical requirement of 'Tentative Technical Condition of High Performance Concrete for Passenger Dedicated Lines'.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a water reducer for ballastless track slabs. Background technique [0002] Ballastless track is a track structure composed of concrete or asphalt mixture instead of granular ballast bed. It has the characteristics of high track smoothness, good rigidity uniformity, long-term maintenance of track geometric shape and potential energy, and significantly reduced maintenance workload. , the train runs faster and more smoothly on it, which is the development direction of high-speed railway engineering technology and is also the most advanced track technology in the world today. [0003] Concrete mixture is generally obtained by mixing cement, sand, gravel and water in proportion. The ballastless track technology of the German BOGL company used in the construction of the Beijing-Tianjin Passenger Dedicated Line belongs to the slab ballastless track technology. BOGL technolog...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04E01B1/00C04B14/06C04B24/24C04B103/30
CPCC04B2111/0075C04B28/04C04B2201/52Y02W30/91C04B14/02C04B14/047C04B14/06C04B14/106C04B14/303C04B18/141C04B18/146C04B22/064C04B22/143C04B22/147C04B24/2641C04B18/08C04B2103/302C04B22/085C04B24/122C04B24/32C04B2103/0079C04B2103/58C04B24/045
Inventor 王玲高春勇白杰吴浩林晖
Owner CHINA BUILDING MATERIALS ACAD