Composite sleeper of prestressed glass reinforced concrete and manufacturing method thereof

A reinforced concrete and prestressing technology, applied in the field of sleepers, can solve the problems such as easy fracturing or breaking of glass steel bars, low shear strength of glass steel bars, failure to achieve prestressing of sleepers, etc., avoiding secondary insulation treatment, insulation and other problems. Good performance and high shear strength

Active Publication Date: 2012-09-12
北京交跃通达检测科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] The technical problem to be solved by the present invention is that the maximum load of reinforced concrete sleepers in the prior art is relatively low, and the defects of longitudinal or transverse cracks are prone to appear prematurely, and a method for manufacturing composite sleepers of prestressed glass reinforced concrete is provided
[0008] The second problem solved by the present in

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0044] Example 1

[0045] (1) First coat the two ends of the glass rebar with epoxy resin to form protrusions. When the pressure-resistant material is cured, the anchor end is formed, and then the glass rebar is put into the mold, and 8 pieces The glass steel bar (with an outer diameter of 8mm) is fixed at both ends of the tensioning machine, and then the glass steel bar 2 is stretched. Each glass steel bar 2 bears a tensile force of 20KN. A hoop is installed on the periphery of the prestressed glass steel bar 2. Rib 3. Assemble the sleeper inner core mold and the embedded parts, and then pour concrete into the sleeper inner core mold and vibrate to compact, and then perform curing. When the concrete reaches a predetermined strength, the tension is slowly released The machine pulls the glass steel bar 2 and then cuts the glass steel bar 2 and removes the sleeper inner core mold to obtain the sleeper inner core 1;

[0046] (2) Preliminarily impregnate the glass fiber with rigid foam

Example Embodiment

[0049] Example 2

[0050] (1) The thermosetting phenolic resin is mixed with glass fiber, and then applied to the two ends of the glass rebar to form protrusions. When the pressure-resistant material is cured, the anchor end is formed, and then the glass rebar is placed in the mold Inside, 6 glass steel bars (with an outer diameter of 10mm) are fixed to both ends of the tensioning machine through anchoring ends, and then the glass steel bars 2 are stretched, and the tensile force of each glass steel bar is 30KN. Stirrups 3 are installed on the periphery of the steel bar 2, sleeper inner core molds and embedded parts are assembled, and then concrete is poured into the sleeper inner core mold and vibrated to compact, and then cured. When the concrete reaches a predetermined strength, Slowly release the pulling force of the tensioning machine to the glass rebar 2, and then cut the glass rebar 2 and remove the sleeper inner core mold to obtain the sleeper inner core 1;

[0051] (2) Prel

Example Embodiment

[0055] Example 3

[0056] (1) The unsaturated polyester resin is mixed with basalt fiber, and then coated on the two ends of the glass rebar to form protrusions. When the unsaturated polyester resin is cured, the anchor ends are formed, and then the glass The steel bars are put into the mold, and 4 glass steel bars (outer diameter of 12mm) are fixed to the two ends of the tensioning machine through the anchoring ends, and then the glass steel bars 2 are tensioned. The tensile force of each glass steel bar is 40KN. Stirrups 3 are installed on the periphery of the pre-stressed glass rebar 2, and the sleeper inner core mold and embedded parts are assembled, and then concrete is poured into the sleeper inner core mold and vibrated and compacted, and then cured. When the concrete reaches When the strength is predetermined, slowly release the pulling force of the tensioning machine to the glass rebar 2 and then cut the glass rebar 2 and remove the sleeper inner core mold to obtain the sl

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PUM

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Abstract

The invention provides a method for manufacturing composite sleepers of prestressed glass reinforced concrete. The method comprises the following steps of: (1) coating a pressure-resistant material on the two ends of a glass reinforced rib firstly so as to form anchoring ends after the pressure-resistant material is solidified, then fixing the glass reinforced rib at the two ends of a stretch-draw machine through the anchoring ends so as to carry out stretch-draw on the glass reinforced rib, installing stirrups, assembling an inner core mold of a sleeper and embedded parts, carrying out filling, maintenance and place-draw on the obtained product, and removing the mold, thereby preparing an inner core of the sleeper; (2) pre-soaking glass fiber or glass fiber fabrics by using rigid-foamed polyurethane resin, and then wrapping the glass fiber or glass fiber fabrics on the outside surface of the inner core of the sleeper; and (3) carrying out curing on the obtained object, and finally, obtaining the composite sleeper. The invention also provides a composite sleeper of prestressed glass reinforced concrete, manufactured by using the method. According to the invention, the problem that a glass reinforced rib is easy to be cut off when clamped by using a clamp because the shear strength of the glass reinforced rib is low is solved, thereby achieving an effect of replacing ordinary reinforced ribs in sleepers with glass reinforced ribs, and improving the maximum loads and insulating properties of the sleepers.

Description

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Claims

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Application Information

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Owner 北京交跃通达检测科技有限公司
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