FIELD: civil engineering. SUBSTANCE: device has sectional core consisting of two equal-size rigid truncated cones with larger base at the ends, with removable flanges for fastening the bars of prestressed longitudinal and spiral reinforcement and calibrating half-rings for molding the bushing ends of protective layer, separable sliding funnels of appropriate diameters with vibration radiators for bearing and protective layers, power-operated platform in vertical guides for installation of funnel and service containers for concrete mix. EFFECT: improved design. 4 dwg
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METHOD FOR PRODUCING PRESTRESSED FUNNEL-FREE TUBES | 1992 |
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TUBULAR ARTICLE MADE FROM PRESSED DISPERSE REINFORCED CONCRETE AND MOULDING HEAD FOR ITS MANUFACTURE | 1994 |
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RU2072467C1 |
0 |
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SU537822A1 | |
METHOD OF ACTIVATING MINERAL BINDERS | 1992 |
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METHOD OF VIBRATIN HYDRAULIC PRESSED CROSS-SPIRAL REINFORCING CAGE TUBE PRODUCTION | 0 |
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METHOD FOR THE MANUFACTURE OF PRESSURE PIPES | 0 |
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METHOD OF MAKING TUBULAR REINFORCED CONCRETE STRUCTURES | 0 |
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METHOD OF MANUFACTURE OF PRESSURE PIPES | 2001 |
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RU2201340C2 |
REINFORCED CONCRETE LARGE-DIAMETER PRESSURE PIPE AND METHOD OF MANUFACTURING SAME | 0 |
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SU1135957A1 |
METHOD OF MOULDING FERROCONCRETE PRESSURE PIPES FROM CONCRETE MIXES | 0 |
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SU908606A1 |
Authors
Dates
1995-04-30—Published
1992-07-13—Filed