Inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure

The utility model relates to an inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure. A variable-cross-section panel is arranged in a direction parallel to the cross section, a double-layer box-shaped cross section is formed, the span range of the vari...

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Main Authors GONG JIANFEI, YU BIN, LIU MINGBAO, NIE YONGMING, QI HU, XU LING, ZHU SHENGLI, LE GUIPING, WU LINLIN, FENG DABIN, HU CHENGHE, REN ZHENGLU
Format Patent
LanguageChinese
English
Published 02.01.2013
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Abstract The utility model relates to an inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure. A variable-cross-section panel is arranged in a direction parallel to the cross section, a double-layer box-shaped cross section is formed, the span range of the variable-cross-section panel is 7 to 36m, after annular prestressed ribs are arranged in a peripheral component, a parabola prestressed rib is arranged in the middle layer flat plate, tensioning grooves are preserved at the side surface of a component arranged inside the structure, after the concrete installation, all sections of one prestressed rib are sequentially connected in an end-to-end way and are tensioned at the tensioning groove parts through a middle anchor, and then, the tensioning grooves are sealed and blocked. The inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure is characterized in that the tensioning grooves are preserved at the side surface of the com
AbstractList The utility model relates to an inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure. A variable-cross-section panel is arranged in a direction parallel to the cross section, a double-layer box-shaped cross section is formed, the span range of the variable-cross-section panel is 7 to 36m, after annular prestressed ribs are arranged in a peripheral component, a parabola prestressed rib is arranged in the middle layer flat plate, tensioning grooves are preserved at the side surface of a component arranged inside the structure, after the concrete installation, all sections of one prestressed rib are sequentially connected in an end-to-end way and are tensioned at the tensioning groove parts through a middle anchor, and then, the tensioning grooves are sealed and blocked. The inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure is characterized in that the tensioning grooves are preserved at the side surface of the com
Author LIU MINGBAO
QI HU
LE GUIPING
WU LINLIN
HU CHENGHE
NIE YONGMING
FENG DABIN
ZHU SHENGLI
REN ZHENGLU
XU LING
GONG JIANFEI
YU BIN
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– fullname: ZHU SHENGLI
– fullname: LE GUIPING
– fullname: WU LINLIN
– fullname: FENG DABIN
– fullname: HU CHENGHE
– fullname: REN ZHENGLU
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RelatedCompanies BEIJING RAIL TRANSIT CONSTRUCTION MANAGEMENT CO.,LTD
CHINA ACADEMY OF BUILDING RESEARCH
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Snippet The utility model relates to an inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure. A variable-cross-section...
SourceID epo
SourceType Open Access Repository
SubjectTerms BUILDING
CEILINGS
FIXED CONSTRUCTIONS
FLOORS
GENERAL BUILDING CONSTRUCTIONS
INSULATION OR OTHER PROTECTION OF BUILDINGS
ROOFS
WALLS, e.g. PARTITIONS
Title Inner tensioning prestressed concrete double-layer variable-cross-section panel box-shaped structure
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