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Lenticular balance beam section steel supporting system
A lenticular balance beam section steel supporting system comprises an enclosing purlin structure, bracings and one or more lenticular balance beam assemblies. Each lenticular balance beam comprises horizontal rods, vertical rods, steel strands, fixing parts, splayed bracings, inverted-T-shaped parts and lenticular balance beam ends. The inverted-T-shaped parts are assembled on the two ends of the enclosing purlin assemblies in a connected mode, and the lenticular balance beam ends are fixedly arranged on the outer side ends of the inverted-T-shaped parts. The vertical rods are distributed on the tops of the enclosing purlin assemblies at intervals in the extension direction of the enclosing purlin assemblies, and the direction of the vertical rods is perpendicular to the extension direction of the enclosing purlin assemblies. The fixing parts are located on the joints of the vertical rods and the horizontal rods, one ends of the fixing parts are adjacent to the vertical rods, and the other ends of the fixing parts are adjacent to the horizontal rods. The splayed bracings are connected between the bottoms of the vertical rods and the enclosing purlin assemblies. The steel strands are arranged at the top ends of the vertical rods in a striding mode, and the two ends of the steel strands are connected to the lenticular balance beam ends in an anchored mode. The lenticular balance beam section steel supporting system can provide uniform resistance for resisting the soil pressure of a foundation pit.
Lenticular balance beam section steel supporting system
A lenticular balance beam section steel supporting system comprises an enclosing purlin structure, bracings and one or more lenticular balance beam assemblies. Each lenticular balance beam comprises horizontal rods, vertical rods, steel strands, fixing parts, splayed bracings, inverted-T-shaped parts and lenticular balance beam ends. The inverted-T-shaped parts are assembled on the two ends of the enclosing purlin assemblies in a connected mode, and the lenticular balance beam ends are fixedly arranged on the outer side ends of the inverted-T-shaped parts. The vertical rods are distributed on the tops of the enclosing purlin assemblies at intervals in the extension direction of the enclosing purlin assemblies, and the direction of the vertical rods is perpendicular to the extension direction of the enclosing purlin assemblies. The fixing parts are located on the joints of the vertical rods and the horizontal rods, one ends of the fixing parts are adjacent to the vertical rods, and the other ends of the fixing parts are adjacent to the horizontal rods. The splayed bracings are connected between the bottoms of the vertical rods and the enclosing purlin assemblies. The steel strands are arranged at the top ends of the vertical rods in a striding mode, and the two ends of the steel strands are connected to the lenticular balance beam ends in an anchored mode. The lenticular balance beam section steel supporting system can provide uniform resistance for resisting the soil pressure of a foundation pit.
Lenticular balance beam section steel supporting system
DAI XIANGSHENG (author)
2016-01-20
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
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