FIELD: construction industry, manufacture of bearing, predominantly cellular, concrete bent articles. SUBSTANCE: reinforcing cage can be produced in the form of rod girder with belts and bent zigzag web. Bends of 100-170 degrees lying in one plane are made on one or both belts. Bending radius of rod is 2.5-12.0 of its radius. According to second variant reinforcing cage coming in the form of rod girder has angle braces of different length which horizontal projections correspond to relation , where X1 is length of horizontal projection of i-th angle brace, cm; I is ordinal number of angle brace counting from base section to center of span of cage, I = 1, 2, 3 and so on; H is thickness of reinforced article, cm; Np is maximum possible strain in rod of which angle brace is made, kgf; L is truss span ( distance between base sections of reinforced article ), cm; Q0 is transverse force in base section of cage, kgf; y is distance from base section to start of i-th angle brace of cage. EFFECT: reduced usage of materials, diminished labor input and decreased power consumption. 9 cl, 12 dwg
Title | Year | Author | Number |
---|---|---|---|
REINFORCING FRAME | 2000 |
|
RU2190068C2 |
REINFORCED CAGE, PROCESS OF ITS MANUFACTURE AND GEAR TO FORM BILLET OF REINFORCED CAGE | 2000 |
|
RU2198272C2 |
ROD TRUSS | 2000 |
|
RU2189423C2 |
MULTIPURPOSE BUILDING MEMBER | 2000 |
|
RU2194132C2 |
REINFORCEMENT UNIT (VERSIONS) | 2010 |
|
RU2447243C1 |
METHOD TO INCREASE DURABILITY OF STEEL TRUSS | 2011 |
|
RU2487222C2 |
METHOD OF EXCEPTION OF POSSIBILITY OF COVERING STEELWORK COLLAPSE FROM FIRE | 2011 |
|
RU2561428C2 |
TRUSS FROM ORTHORHOMBIC PIPES (ROLL-WELDED PROFILES) | 2013 |
|
RU2548301C1 |
UNIT IF JOINT BETWEEN VERTICAL BUILDING MEMBER AND HORIZONTAL CAST-IN-SITU REINFORCED-CONCRETE MEMBER | 2000 |
|
RU2194129C2 |
ERECTION TRUSS | 1996 |
|
RU2155259C2 |
Authors
Dates
2002-08-10—Published
2000-09-28—Filed