Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Working platform for high and steep slope tunnel portal, design method and construction method
The invention discloses a working platform for a high and steep slope tunnel portal, a design method and a construction method. The working platform comprises an anchor rod inhaul cable structure, a supporting and retaining structure serving as a platform foundation, a laminated slab connected with the supporting and retaining structure and an undisturbed soil hardening platform and a jacking structure arranged between the top of the supporting and retaining structure and the bottom face of the laminated slab, the anchor rod inhaul cable structure comprises stay cables, and the design method comprises the steps that A1, design preparation is conducted, the platform width is determined; a2, a retaining structure is designed, the position of the retaining structure is determined according to the platform size and topographic factors, and the height and the burial depth of the retaining structure are calculated; the earth-rock volume required by earth-rock backfilling is calculated; a3, calculating the stay cable, namely calculating the cable-stayed force of the stay cable according to the size of the platform, the size of the cable bent tower bracket, the anchoring position and the load borne by the stay cable under the limit state of the bearing capacity; a4, checking calculation of a cable bent tower support and checking calculation of a laminated slab; and determining the load of the laminated slab according to the determined stress system.
本发明公开了一种用于高陡边坡隧道洞口的工作平台、设计方法及施工方法，工作平台包括锚杆拉索结构、作为平台基础的支挡结构、分别与支挡结构和原状土硬化平台连接的叠合板以及设置于所述支挡结构的顶部和所述叠合板的底面之间的顶托结构，锚杆拉索结构包括斜拉索，所述设计方法包括：A1.设计准备，包括确定平台宽度；A2.支挡结构设计，根据平台尺寸及地形因素确定支挡结构位置，并计算支挡结构高度及埋深；计算土石回填所需土石方量；A3.斜拉索计算，根据平台尺寸、索塔支架尺寸、锚固位置及承载能力极限状态下斜拉索承担的荷载计算斜拉索的斜拉力；A4.索塔支架验算以及叠合板验算；根据确定的受力体系明确叠合板的荷载。
Working platform for high and steep slope tunnel portal, design method and construction method
The invention discloses a working platform for a high and steep slope tunnel portal, a design method and a construction method. The working platform comprises an anchor rod inhaul cable structure, a supporting and retaining structure serving as a platform foundation, a laminated slab connected with the supporting and retaining structure and an undisturbed soil hardening platform and a jacking structure arranged between the top of the supporting and retaining structure and the bottom face of the laminated slab, the anchor rod inhaul cable structure comprises stay cables, and the design method comprises the steps that A1, design preparation is conducted, the platform width is determined; a2, a retaining structure is designed, the position of the retaining structure is determined according to the platform size and topographic factors, and the height and the burial depth of the retaining structure are calculated; the earth-rock volume required by earth-rock backfilling is calculated; a3, calculating the stay cable, namely calculating the cable-stayed force of the stay cable according to the size of the platform, the size of the cable bent tower bracket, the anchoring position and the load borne by the stay cable under the limit state of the bearing capacity; a4, checking calculation of a cable bent tower support and checking calculation of a laminated slab; and determining the load of the laminated slab according to the determined stress system.
本发明公开了一种用于高陡边坡隧道洞口的工作平台、设计方法及施工方法，工作平台包括锚杆拉索结构、作为平台基础的支挡结构、分别与支挡结构和原状土硬化平台连接的叠合板以及设置于所述支挡结构的顶部和所述叠合板的底面之间的顶托结构，锚杆拉索结构包括斜拉索，所述设计方法包括：A1.设计准备，包括确定平台宽度；A2.支挡结构设计，根据平台尺寸及地形因素确定支挡结构位置，并计算支挡结构高度及埋深；计算土石回填所需土石方量；A3.斜拉索计算，根据平台尺寸、索塔支架尺寸、锚固位置及承载能力极限状态下斜拉索承担的荷载计算斜拉索的斜拉力；A4.索塔支架验算以及叠合板验算；根据确定的受力体系明确叠合板的荷载。
Working platform for high and steep slope tunnel portal, design method and construction method
用于高陡边坡隧道洞口的工作平台、设计方法及施工方法
SU SICHENG (Autor:in) / YANG CHUNYUN (Autor:in) / ZHAO CHEN (Autor:in) / ZHANG WENZHONG (Autor:in) / XIE ZHENGQUAN (Autor:in) / LU ZHENGXIONG (Autor:in) / YANG BIAO (Autor:in) / YU JIAXUE (Autor:in) / XIANG YUNGANG (Autor:in) / DOU PEIWEN (Autor:in)
26.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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