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Large-span corrugated steel-concrete composite structure shed tunnel and construction method thereof
The invention relates to a large-span corrugated steel-concrete composite structure shed tunnel and a construction method thereof. According to the large-span shed tunnel with the corrugated steel-concrete combined structure, deformation of the two sides of the corrugated steel-concrete combined arch ring can be reduced by arranging the filling layers, and the structural stability is guaranteed; a horizontal top reinforcing mesh is arranged in a filling layer above the top of a corrugated steel-concrete combined arch ring, main load-bearing steel bars are arranged in the direction perpendicular to the axial direction of a shed tunnel, and the top reinforcing mesh, the filling layer and the corrugated steel-concrete combined arch ring are stressed together to form a deck-like beam-arch combined stress system. Meanwhile, horizontal anchoring steel bars are arranged on the two sides of the corrugated steel-concrete combined arch ring, the corrugated steel-concrete combined arch ring and the filling layer concrete on the two sides are anchored into a whole through the horizontal anchoring steel bars, and the overall stability and stress performance of the shed tunnel are further improved; and the protection requirement of a larger-span shed tunnel can be met.
本发明涉及一种大跨度波纹钢‑混凝土组合结构棚洞及其施工方法。一种大跨度波纹钢‑混凝土组合结构棚洞,通过设置填充层能够减小波纹钢‑混凝土组合拱圈两侧的变形,保证结构稳定;且通过在波纹钢‑混凝土组合拱圈顶部上方填充层内设置水平的顶部钢筋网,其中垂直棚洞轴向方向为主受力钢筋,顶部钢筋网、填充层与波纹钢‑混凝土组合拱圈共同受力,形成类似上承式梁拱组合受力体系,大大提高了大跨度波纹钢棚洞的抗冲击和承载力性能,同时波纹钢‑混凝土组合拱圈两侧设置水平锚拉钢筋,水平锚拉钢筋将波纹钢‑混凝土组合拱圈与两侧填充层混凝土锚固成整体,进一步提高了棚洞的整体稳定性与受力性能,使得能够满足更大跨度的棚洞防护需求。
Large-span corrugated steel-concrete composite structure shed tunnel and construction method thereof
The invention relates to a large-span corrugated steel-concrete composite structure shed tunnel and a construction method thereof. According to the large-span shed tunnel with the corrugated steel-concrete combined structure, deformation of the two sides of the corrugated steel-concrete combined arch ring can be reduced by arranging the filling layers, and the structural stability is guaranteed; a horizontal top reinforcing mesh is arranged in a filling layer above the top of a corrugated steel-concrete combined arch ring, main load-bearing steel bars are arranged in the direction perpendicular to the axial direction of a shed tunnel, and the top reinforcing mesh, the filling layer and the corrugated steel-concrete combined arch ring are stressed together to form a deck-like beam-arch combined stress system. Meanwhile, horizontal anchoring steel bars are arranged on the two sides of the corrugated steel-concrete combined arch ring, the corrugated steel-concrete combined arch ring and the filling layer concrete on the two sides are anchored into a whole through the horizontal anchoring steel bars, and the overall stability and stress performance of the shed tunnel are further improved; and the protection requirement of a larger-span shed tunnel can be met.
本发明涉及一种大跨度波纹钢‑混凝土组合结构棚洞及其施工方法。一种大跨度波纹钢‑混凝土组合结构棚洞,通过设置填充层能够减小波纹钢‑混凝土组合拱圈两侧的变形,保证结构稳定;且通过在波纹钢‑混凝土组合拱圈顶部上方填充层内设置水平的顶部钢筋网,其中垂直棚洞轴向方向为主受力钢筋,顶部钢筋网、填充层与波纹钢‑混凝土组合拱圈共同受力,形成类似上承式梁拱组合受力体系,大大提高了大跨度波纹钢棚洞的抗冲击和承载力性能,同时波纹钢‑混凝土组合拱圈两侧设置水平锚拉钢筋,水平锚拉钢筋将波纹钢‑混凝土组合拱圈与两侧填充层混凝土锚固成整体,进一步提高了棚洞的整体稳定性与受力性能,使得能够满足更大跨度的棚洞防护需求。
Large-span corrugated steel-concrete composite structure shed tunnel and construction method thereof
一种大跨度波纹钢-混凝土组合结构棚洞及其施工方法
LI YANGYI (Autor:in) / YUAN TONG (Autor:in) / BIN HAIFENG (Autor:in) / GUAN DONGYIN (Autor:in) / XIONG JINGSONG (Autor:in) / ZHAO MIN (Autor:in) / LIU DONG (Autor:in) / ZHOU XIAOSHENG (Autor:in) / YU YANG (Autor:in) / DIAO DONGBO (Autor:in)
26.01.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
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