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Segmented prefabricated aqueduct and construction method thereof
The invention relates to the technical field of water conservancy projects, in particular to a segmental prefabricated aqueduct and a construction method thereof. The segmental prefabricated aqueduct comprises an aqueduct body and a bottom supporting structure. The aqueduct body is formed by sequentially splicing a plurality of aqueduct sections in the longitudinal extending direction of the aqueduct body, and each aqueduct section is an integral aqueduct section formed by a box girder section, a first water retaining side wall section and a second water retaining side wall section, wherein the first water retaining side wall section and the second water retaining side wall section are fixedly connected to the two opposite sides of the upper portion of the top of the box girder section. The crossing direction of the box girder sections is arranged along the crossing direction of the aqueduct body, and the box girder sections are sequentially spliced and connected along the longitudinal extension direction of the aqueduct body; the first water retaining side wall sections and the second water retaining side wall sections are sequentially spliced and connected in the longitudinal extending direction of the aqueduct body. According to the segmental prefabricated aqueduct and the construction method thereof, the technical problems that in the prior art, the construction period is long, construction is complex, the manufacturing cost is high, safety is low, and the aqueduct is only suitable for medium and small span aqueducts are solved.
本申请涉及水利工程技术领域,尤其涉及一种节段式预制渡槽及其施工方法。节段式预制渡槽包括渡槽本体和底部支撑结构;渡槽本体沿其纵向延伸方向由多个渡槽节段依次拼装而成,每个渡槽节段均由箱梁节段和于箱梁节段顶部上方相对两侧固定连接设置的第一挡水侧墙节段和第二挡水侧墙节段形成一个整体的渡槽节段;箱梁节段的横跨方向沿所述渡槽本体的横跨方向设置,各箱梁节段沿渡槽本体的纵向延伸方向依次拼接相连;各第一挡水侧墙节段和各第二挡水侧墙节段均分别沿渡槽本体的纵向延伸方向依次拼接相连。该节段式预制渡槽及其施工方法解决了现有技术施工工期长、施工复杂、造价高、安全性低及仅适用于中小跨径渡槽的技术问题。
Segmented prefabricated aqueduct and construction method thereof
The invention relates to the technical field of water conservancy projects, in particular to a segmental prefabricated aqueduct and a construction method thereof. The segmental prefabricated aqueduct comprises an aqueduct body and a bottom supporting structure. The aqueduct body is formed by sequentially splicing a plurality of aqueduct sections in the longitudinal extending direction of the aqueduct body, and each aqueduct section is an integral aqueduct section formed by a box girder section, a first water retaining side wall section and a second water retaining side wall section, wherein the first water retaining side wall section and the second water retaining side wall section are fixedly connected to the two opposite sides of the upper portion of the top of the box girder section. The crossing direction of the box girder sections is arranged along the crossing direction of the aqueduct body, and the box girder sections are sequentially spliced and connected along the longitudinal extension direction of the aqueduct body; the first water retaining side wall sections and the second water retaining side wall sections are sequentially spliced and connected in the longitudinal extending direction of the aqueduct body. According to the segmental prefabricated aqueduct and the construction method thereof, the technical problems that in the prior art, the construction period is long, construction is complex, the manufacturing cost is high, safety is low, and the aqueduct is only suitable for medium and small span aqueducts are solved.
本申请涉及水利工程技术领域,尤其涉及一种节段式预制渡槽及其施工方法。节段式预制渡槽包括渡槽本体和底部支撑结构;渡槽本体沿其纵向延伸方向由多个渡槽节段依次拼装而成,每个渡槽节段均由箱梁节段和于箱梁节段顶部上方相对两侧固定连接设置的第一挡水侧墙节段和第二挡水侧墙节段形成一个整体的渡槽节段;箱梁节段的横跨方向沿所述渡槽本体的横跨方向设置,各箱梁节段沿渡槽本体的纵向延伸方向依次拼接相连;各第一挡水侧墙节段和各第二挡水侧墙节段均分别沿渡槽本体的纵向延伸方向依次拼接相连。该节段式预制渡槽及其施工方法解决了现有技术施工工期长、施工复杂、造价高、安全性低及仅适用于中小跨径渡槽的技术问题。
Segmented prefabricated aqueduct and construction method thereof
节段式预制渡槽及其施工方法
ZHANG YONGHENG (Autor:in) / SHI JUNKUI (Autor:in) / YANG LIN (Autor:in) / BI SHUGEN (Autor:in) / ZHANG YONG (Autor:in) / HUANG JINCHAI (Autor:in) / SHI HUI (Autor:in) / JIA LINING (Autor:in) / LI XINGYIN (Autor:in) / LIU XIAYUAN (Autor:in)
30.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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