Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cable tunnel and installation method of cable tunnel
The invention relates to the technical field of cable protection equipment, in particular to a cable tunnel and an installation method of the cable tunnel. The cable tunnel comprises a plurality of tunnel single bodies which are in butt joint in sequence, each tunnel single body is internally provided with a cable installation cavity with two open ends, the bottom face of each tunnel single body is provided with a protruding part, the protruding parts extend to the two ends of each tunnel single body, and soil block containing spaces are formed between the protruding parts and the bottom face of the tunnel. Due to the fact that most of protruding soil blocks on the bottom wall of the groove are contained by the soil block containing space and do not make contact with the bottom face of the tunnel single body, only a small number of protruding soil blocks in the middle of the bottom wall of the groove make contact with the protruding parts, the soil blocks making contact with the protruding parts bear large pressure, and then the protruding soil blocks are pressed to deform, and the soil blocks are prevented from being damaged. The height of the cushion block can be effectively reduced, consumables in the cable tunnel installation process are reduced, and meanwhile working hours and manpower in the cable tunnel installation process are reduced.
本发明涉及电缆防护设备技术领域，尤其是涉及一种电缆隧道及电缆隧道的装设方法；电缆隧道包括依序对接的若干隧道单体，各隧道单体的内部均设置有两端开口的电缆装设腔，由于各隧道单体的底面设置有凸起部，凸起部延伸至隧道单体的两端并与隧道的底面之间形成土块容纳空间，由于沟槽底壁大部分凸起的土块被土块容纳空间容纳而不与隧道单体的底面接触，仅有沟槽底壁中间部位的少量凸起的土块与凸起部接触，使得与凸起部接触的土块所受压力较大，进而使该部分凸起的土块受压变形，可有效降低垫块的高度，减少电缆隧道装设过程的耗材，同时减少电缆隧道装设过程的工时和人力。
Cable tunnel and installation method of cable tunnel
The invention relates to the technical field of cable protection equipment, in particular to a cable tunnel and an installation method of the cable tunnel. The cable tunnel comprises a plurality of tunnel single bodies which are in butt joint in sequence, each tunnel single body is internally provided with a cable installation cavity with two open ends, the bottom face of each tunnel single body is provided with a protruding part, the protruding parts extend to the two ends of each tunnel single body, and soil block containing spaces are formed between the protruding parts and the bottom face of the tunnel. Due to the fact that most of protruding soil blocks on the bottom wall of the groove are contained by the soil block containing space and do not make contact with the bottom face of the tunnel single body, only a small number of protruding soil blocks in the middle of the bottom wall of the groove make contact with the protruding parts, the soil blocks making contact with the protruding parts bear large pressure, and then the protruding soil blocks are pressed to deform, and the soil blocks are prevented from being damaged. The height of the cushion block can be effectively reduced, consumables in the cable tunnel installation process are reduced, and meanwhile working hours and manpower in the cable tunnel installation process are reduced.
本发明涉及电缆防护设备技术领域，尤其是涉及一种电缆隧道及电缆隧道的装设方法；电缆隧道包括依序对接的若干隧道单体，各隧道单体的内部均设置有两端开口的电缆装设腔，由于各隧道单体的底面设置有凸起部，凸起部延伸至隧道单体的两端并与隧道的底面之间形成土块容纳空间，由于沟槽底壁大部分凸起的土块被土块容纳空间容纳而不与隧道单体的底面接触，仅有沟槽底壁中间部位的少量凸起的土块与凸起部接触，使得与凸起部接触的土块所受压力较大，进而使该部分凸起的土块受压变形，可有效降低垫块的高度，减少电缆隧道装设过程的耗材，同时减少电缆隧道装设过程的工时和人力。
Cable tunnel and installation method of cable tunnel
电缆隧道及电缆隧道的装设方法
ZHANG KAI (Autor:in) / ZHOU LINTAO (Autor:in) / JU HONGTAO (Autor:in) / PENG LEI (Autor:in) / ZHAI WEI (Autor:in) / ZHENG WEI (Autor:in) / LIU YAN (Autor:in) / TANG YING (Autor:in)
01.11.2022
Patent
Elektronische Ressource
Chinesisch
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