Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-strength fracture-resistant plastic steel sheet pile
The invention relates to the technical field of plastic steel sheet piles, and discloses a high-strength fracture-resistant plastic steel sheet pile which comprises a plastic steel sheet pile body and further comprises a strength component, the strength component comprises a sliding plate, the sliding plate is fixedly connected with the inner wall of the plastic steel sheet pile body, a sliding frame is slidably connected to the surface of the sliding plate, and the surface of the sliding frame is sleeved with a triangular frame; the end, away from the sliding frame, of the tripod is sleeved with a cylindrical rod. The strength component is arranged in the plastic-steel sheet pile and located in the center of the interior of the plastic-steel sheet pile, when the plastic-steel sheet pile is buried underground, soil can make contact with the strength component and push the strength component to deform, the plastic-steel sheet pile is extruded and fixed through the strength component, the fracture resistance of the plastic-steel sheet pile during working is improved, and the service life of the plastic-steel sheet pile is prolonged. The compression-resistant part is arranged in the plastic steel sheet pile and moves towards the upper end and the lower end of the plastic steel sheet pile through movement of the strength part, and the strength of the plastic steel sheet pile outside the soil is improved through the compression-resistant part.
本发明涉及塑钢板桩技术领域,且公开了一种高强度抗折断塑钢板桩,包括塑钢板桩,还包括:强度部件,所述强度部件包括滑板,所述滑板与塑钢板桩的内壁固定连接,所述滑板的表面滑动连接有滑架,所述滑架的表面套接有三角架,所述三角架远离滑架的一端套接有圆柱杆。本发明在塑钢板桩的内部设置有强度部件,强度部件位于塑钢板桩的内部中心处,将塑钢板桩埋入地下时,泥土会与强度部件接触,并且推动强度部件产生形变,通过强度部件对塑钢板桩进行挤压固定,提高塑钢板桩在工作时的抗折断性,在塑钢板桩的内部设置有抗压部件,抗压部件通过强度部件的移动向塑钢板桩的上下端移动,利用抗压部件提高泥土外塑钢板桩的强度。
High-strength fracture-resistant plastic steel sheet pile
The invention relates to the technical field of plastic steel sheet piles, and discloses a high-strength fracture-resistant plastic steel sheet pile which comprises a plastic steel sheet pile body and further comprises a strength component, the strength component comprises a sliding plate, the sliding plate is fixedly connected with the inner wall of the plastic steel sheet pile body, a sliding frame is slidably connected to the surface of the sliding plate, and the surface of the sliding frame is sleeved with a triangular frame; the end, away from the sliding frame, of the tripod is sleeved with a cylindrical rod. The strength component is arranged in the plastic-steel sheet pile and located in the center of the interior of the plastic-steel sheet pile, when the plastic-steel sheet pile is buried underground, soil can make contact with the strength component and push the strength component to deform, the plastic-steel sheet pile is extruded and fixed through the strength component, the fracture resistance of the plastic-steel sheet pile during working is improved, and the service life of the plastic-steel sheet pile is prolonged. The compression-resistant part is arranged in the plastic steel sheet pile and moves towards the upper end and the lower end of the plastic steel sheet pile through movement of the strength part, and the strength of the plastic steel sheet pile outside the soil is improved through the compression-resistant part.
本发明涉及塑钢板桩技术领域,且公开了一种高强度抗折断塑钢板桩,包括塑钢板桩,还包括:强度部件,所述强度部件包括滑板,所述滑板与塑钢板桩的内壁固定连接,所述滑板的表面滑动连接有滑架,所述滑架的表面套接有三角架,所述三角架远离滑架的一端套接有圆柱杆。本发明在塑钢板桩的内部设置有强度部件,强度部件位于塑钢板桩的内部中心处,将塑钢板桩埋入地下时,泥土会与强度部件接触,并且推动强度部件产生形变,通过强度部件对塑钢板桩进行挤压固定,提高塑钢板桩在工作时的抗折断性,在塑钢板桩的内部设置有抗压部件,抗压部件通过强度部件的移动向塑钢板桩的上下端移动,利用抗压部件提高泥土外塑钢板桩的强度。
High-strength fracture-resistant plastic steel sheet pile
一种高强度抗折断塑钢板桩
TOMIKATA MAMORU (Autor:in) / XIAO GUIZONG (Autor:in) / JIANG ZULIANG (Autor:in) / SONG LIANPING (Autor:in) / TANG ZHIJIE (Autor:in) / HU JIA (Autor:in)
28.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
High-strength plastic steel sheet pile and construction method thereof
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2016
|Europäisches Patentamt | 2023
|