Steel component concrete encasement construction technique

A technology for outsourcing concrete and construction technology, which is applied to building components, elongated structural components for load-bearing, structural elements, etc., can solve problems such as construction difficulties, small cross-section of outsourcing concrete, and guarantees, and saves costs and construction time. , The effect of shortening the construction period and reducing the investment

Inactive Publication Date: 2009-01-14
HEBEI CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Due to the complex surface of steel components, the air is not easy to discharge, therefore, the above-mentioned traditional method of construction is likely to cause inaccurate vibration
Compared with the section steel, the steel pipe occupies a larger space in the column: therefore, the section of the outsourcing concrete is smaller, which is not convenient for vibration; moreover, because there are more steel bars and welded studs bound outside the steel pipe, it also makes the direct pouring When pouring by the pounding method, it is difficult for the vibrator to vibrate in place
In addition, for some occasions where the space is narrow or the structure is complex and the formwork cannot be supported, it is impossible to pour concrete out of the steel structure.
In short, this method of pouring concrete out of the steel-concrete structure by directly pouring and tamping the formwork is not only difficult in construction, but also leads to a long construction period due to the formwork support work, and it is difficult to guarantee the construction quality

Method used

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  • Steel component concrete encasement construction technique
  • Steel component concrete encasement construction technique

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] Square steel pipe outsourcing concrete construction process:

[0027] Concrete configuration prescription: in each cubic concrete

[0028] Cement (Jilin Jinyuan brand P.O42.5R grade cement) 180kg; water 180kg; accelerator (produced by Huludao Jinxing Admixture Factory) 18.0kg; high-efficiency water reducer (Changchun Dongkan Building Material Factory SKY) 4.5kg; Silica fume (Norway Elkem) 45kg; sand 826kg; stones (Sandaochunhe quarry 5-15mm) 900kg;

[0029] figure 1 For the top view of two side concrete shot after tying steel bars during construction, figure 1 In the first step, steel bars 2 are arranged outside the square steel pipe 1 with a spacing of 150mm. In the process of spraying concrete on the surface of the steel pipe, in order to ensure the squareness of the shape, this embodiment firstly figure 1 Spray the main planes on both sides, and the nozzle 3 is perpendicular to the sprayed surface. Then if figure 2 The template 5 is supported on this sprayed p...

Embodiment 2

[0031] The construction process of I-beam outsourcing concrete (the specifications and origin of each raw material are the same as in Example 1):

[0032] Concrete configuration prescription: in each cubic concrete

[0033] 185kg of cement; 185kg of water; 20.4kg of accelerator; 5.1kg of superplasticizer; 51kg of silica fume; 877kg of sand; 917kg of gravel;

[0034] The first layer of reinforcement is arranged outside the I-beam member. The steel bar spacing is 180mm. Spray concrete on the surface of the I-beam. When spraying on a flat surface to be sprayed, the nozzle is perpendicular to the surface to be sprayed. When spraying the inner corner, the nozzle should be sprayed along the direction of the angle bisector at the angle between the two sprayed surfaces. After the corner has been filled into a curved surface, it will gradually extend to the walls on both sides, and then, Spray at an angle of 90° to the wall. To spray outside corners, aim the nozzle vertically at on...

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Abstract

The invention discloses a construction technology of wrapping concrete outside the steel member. The construction technology adopts the procedures: firstly, concrete is prepared; secondly, the first layer of reinforcing steels are prepared outside the steel member, and the space distance between the adjacent two reinforcing steels is not less than 80 mm; thirdly, concrete is sprayed to the surface of the steel member, and the concrete thickness is controlled between 70 mm to 100 mm; fourthly, the second layers of reinforcing steels are prepared outside the concrete layer; fifthly, concrete is sprayed according to the third procedure; sixthly, according to the requirements, the fourth and fifth procedures are repeated, and the concrete is cured according to the convention. The construction technology of the invention can avoid problem existing the prior casting method for wrapping concrete outside the steel member, mould plates are not required or less mould plates are required, therefore the investment is greatly reduced and the construction period is shortened.

Description

technical field [0001] The invention relates to a building construction technology, in particular to a construction technology of steel components wrapped with concrete. Background technique [0002] In recent years, with the continuous expansion of building scale, continuous innovation of architectural forms, and rapid development of design and construction technology, steel pipe concrete and steel concrete structures have been more and more widely used. At present, in the application of steel-concrete structures, the steel or steel pipe outsourcing concrete is poured by the traditional method of direct pouring and tamping of the supporting formwork. [0003] Due to the complex surface of the steel components, the air is not easy to discharge, therefore, the above-mentioned traditional method of construction is likely to cause inaccurate vibration. Compared with the section steel, the steel pipe occupies a larger space in the column: therefore, the section of the outsourci...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/293E04C3/34
Inventor 安长彪郭群录来俊岳周建锋焦正须刘小强
Owner HEBEI CONSTR GRP
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