Manufactured sand self-compacting concrete applied to corrugated steel web box girder

A technology of self-compacting concrete and corrugated steel webs, which is applied in the field of building materials, can solve problems such as difficult vibration, unstable quality, dense reinforcement, etc., and achieve good working performance, good filling performance, energy saving and environmental protection at a low price

Inactive Publication Date: 2018-02-23
CCCC SECOND HARBOR ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The combined structure of the box girder with corrugated steel webs is complex and varied. The connection parts of the concrete top and bottom plates of the box girder and the corrugated steel webs have complex structures and dense reinforcement. It is difficult to vibrate during the pouring process, so the flow of concrete High performance and self-compacting performance put forward extremely high requirements. At present, ordinary concrete is mostly used for cast-in-place box girders, which has high viscosity and poor fluidity, and is not suitable for pouring construction of concrete components with complex structures. Special concrete for web box girder research and development
[0003] Ordinary self-compacting concrete uses a large amount of cementitious material, and the manufacturing cost is significantly higher than that of ordinary concrete
In addition, river sand, which was widely used in concrete formulations in the past, has now been mined. The price of commercial river sand is high, the quality is unstable, and the supply fluctuates greatly, which easily affects the construction period and increases the project cost.

Method used

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  • Manufactured sand self-compacting concrete applied to corrugated steel web box girder
  • Manufactured sand self-compacting concrete applied to corrugated steel web box girder
  • Manufactured sand self-compacting concrete applied to corrugated steel web box girder

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0028] Take 438kg of PO42.5 cement, 79kg of fly ash, 647kg of machine-made sand, 1102kg of crushed stone with a particle size of 5 to 20mm, 4.9kg of polycarboxylate superplasticizer and 165kg of water into a mixer and mix evenly to obtain about 40L. Apply to corrugated steel Machine-made sand self-compacting concrete samples of web box girders.

[0029] The machine-made sand used in this example is self-prepared from stones from Baotai mining quarry in Ruicheng County. Specifically, the stones are crushed by a jaw crusher and crushed stones with a particle size of 5-13mm are screened, and vertical shaft impact is used. The type crusher is used as a sand making machine to process the screened gravel into coarse sand, and then sieve the coarse sand with a particle size below 4mm to obtain the finished machine-made sand after dedusting by dry method. The finished machine-made sand has a fineness modulus of 2.8, a MB value of 1.2, a stone powder content of 6.7%, and an apparent de...

Embodiment 2

[0032] Take 431kg of PO42.5 cement, 85kg of fly ash, 653kg of machine-made sand, 1097kg of crushed stone with a particle size of 5-20mm, 4.7kg of water reducing agent and 165kg of water into a mixer and mix evenly to obtain about 40L. Apply to the corrugated rigid web box Beams of machine-made sand self-compacting concrete samples.

[0033] The machine-made sand used in this example is the machine-made sand produced by using the same source of raw materials as in Example 1 with the same equipment and methods. The fineness modulus of the finished machine-made sand is 2.7, the MB value is 1.0, and the stone powder content was 7.3%.

Embodiment 3

[0035] Take 442kg of PO42.5 cement, 82kg of fly ash, 637kg of machine-made sand, 1112kg of crushed stone with a particle size of 5-20mm, 5.1kg of water reducing agent and 165kg of water into a mixer and mix evenly to obtain about 40L. Apply to the corrugated rigid web box Beams of machine-made sand self-compacting concrete samples.

[0036] The machine-made sand used in this example is the machine-made sand produced by using the same source of raw materials as in Example 1 with the same equipment and methods. The fineness modulus of the finished machine-made sand is 2.9, the MB value is 0.7, and the stone powder The content is 6%.

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Abstract

The invention belongs to the field of building materials and in particular relates to manufactured sand self-compacting concrete applied to a corrugated steel web box girder. The manufactured sand self-compacting concrete is prepared from the following raw materials in parts by weight: 431 to 437 parts of cement, 78 to 85 parts of fly ash, 637 to 655 parts of manufactured sand, 1097 to 1112 partsof crushed stones with the grain diameter of 5mm to 20mm, 4.7 to 5.1 parts of a water reducing agent and 165 parts of water. The manufactured sand is continuously-graded region II manufactured sand, the fineness modulus is 2.7 to 3.0, the MB value is less than 1.4 and the content of mountain flour is 6 percent to 8 percent. The crushed stones are continuously-graded crushed stones; the mass ratioof the crushed stones with the grain diameter of 5mm to 10mm to the crushed stones with the grain diameter of 10mm to 20mm is 3 to 7. The concrete provided by the invention is prepared by replacing river sand with the manufactured sand which is graded well, and has the advantages of good working performance and good flowability and filling performance; the manufactured sand self-compacting concrete has relatively high mechanical strength and can meet pouring requirements of the corrugated steel web combined box girder, and the cost is relatively low.

Description

technical field [0001] The invention belongs to the field of building materials, and specifically refers to a machine-made sand self-compacting concrete applied to corrugated steel web box girders. Background technique [0002] The combined structure of the box girder with corrugated steel webs is complex and varied. The connection parts of the concrete top and bottom plates of the box girder and the corrugated steel webs have complex structures and dense reinforcement. It is difficult to vibrate during the pouring process, so the flow of concrete High performance and self-compacting performance put forward extremely high requirements. At present, ordinary concrete is mostly used for cast-in-place box girders, which has high viscosity and poor fluidity, and is not suitable for pouring construction of concrete components with complex structures. Special concrete for the development of web box girders. [0003] Ordinary self-compacting concrete uses a large amount of cementit...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04
CPCC04B28/04C04B18/08C04B14/06C04B14/02C04B2103/302
Inventor 耿权陈立兵陈成霍道平张珂向玉磊郭维媛
Owner CCCC SECOND HARBOR ENG
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