Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Landslide lattice beam anchoring system and construction method thereof
The invention relates to a landslide lattice beam anchoring system and a construction method thereof. The landslide lattice beam anchoring system comprises a wedge-caulking part, a telescopic device,a wedge block, a cone frustum and a spine, wherein the wedge-caulking part comprises a screw and a sleeve arranged at the end part of the screw in a sleeve mode, the sleeve comprises a barrel with a mounting hole formed in the bottom face, multiple long circular holes are evenly distributed in the side wall of the barrel, a slot is formed between every two long circular holes, and one end of the slot penetrates the side wall of the whole barrel, the telescopic device is arranged on the circumferential side wall of the barrel, one end of the telescopic device is fixed to the barrel, the centerline is perpendicular to the center line of the barrel, the wedge block is sleeved with the sleeve and comprises a cylinder, one end of the cylinder is connected with the screw, a plurality of parallel annular grooves with T-shaped sections are formed in the cylinder in the circumferential direction, the depths of the annular grooves are gradually changed, the depths of the annular grooves are inconsistent on the same circumferential angle, the small end of the cone frustum is fixed to the cylinder, a cavity is formed inside the cone frustum, a particle damping material is arranged in the cavity, the spine comprises a T-shaped sliding block, the T-shaped sliding block is clamped in the annular groove and connected with the annular groove in a sliding mode, and a nail body is arranged at the small end of the T-shaped sliding block. The landslide lattice beam anchoring system and the construction method thereof are reliable in structure and good in protection effect.
本发明涉及一种滑坡格构梁锚固系统及其施工方法，包括楔紧部，楔紧部包括螺杆、套设在螺杆端部的套筒，套筒包括底面设有安装孔的筒体，筒体侧壁均布多个长圆形孔，每两个长圆形孔之间设槽缝，槽缝的一端贯穿整个筒体的侧壁；伸缩装置，设置在筒体的周向侧壁上，一端与筒体固定，中心线与筒体中心线垂直；楔块套装在套筒内，包括圆柱体，一端与螺杆连接，圆柱体上沿其周向开设多个平行的T型截面的深度渐变的环槽，在同一周向角上，多个环槽的深度不一致；圆锥台，小端与圆柱体固定，圆锥台内部设空腔，空腔内设颗粒阻尼材料；尖刺包括T型滑块，T型滑块卡装在环槽内且与环槽滑动连接，T型滑块小端设钉体。本发明结构可靠，防护效果好。
Landslide lattice beam anchoring system and construction method thereof
The invention relates to a landslide lattice beam anchoring system and a construction method thereof. The landslide lattice beam anchoring system comprises a wedge-caulking part, a telescopic device,a wedge block, a cone frustum and a spine, wherein the wedge-caulking part comprises a screw and a sleeve arranged at the end part of the screw in a sleeve mode, the sleeve comprises a barrel with a mounting hole formed in the bottom face, multiple long circular holes are evenly distributed in the side wall of the barrel, a slot is formed between every two long circular holes, and one end of the slot penetrates the side wall of the whole barrel, the telescopic device is arranged on the circumferential side wall of the barrel, one end of the telescopic device is fixed to the barrel, the centerline is perpendicular to the center line of the barrel, the wedge block is sleeved with the sleeve and comprises a cylinder, one end of the cylinder is connected with the screw, a plurality of parallel annular grooves with T-shaped sections are formed in the cylinder in the circumferential direction, the depths of the annular grooves are gradually changed, the depths of the annular grooves are inconsistent on the same circumferential angle, the small end of the cone frustum is fixed to the cylinder, a cavity is formed inside the cone frustum, a particle damping material is arranged in the cavity, the spine comprises a T-shaped sliding block, the T-shaped sliding block is clamped in the annular groove and connected with the annular groove in a sliding mode, and a nail body is arranged at the small end of the T-shaped sliding block. The landslide lattice beam anchoring system and the construction method thereof are reliable in structure and good in protection effect.
本发明涉及一种滑坡格构梁锚固系统及其施工方法，包括楔紧部，楔紧部包括螺杆、套设在螺杆端部的套筒，套筒包括底面设有安装孔的筒体，筒体侧壁均布多个长圆形孔，每两个长圆形孔之间设槽缝，槽缝的一端贯穿整个筒体的侧壁；伸缩装置，设置在筒体的周向侧壁上，一端与筒体固定，中心线与筒体中心线垂直；楔块套装在套筒内，包括圆柱体，一端与螺杆连接，圆柱体上沿其周向开设多个平行的T型截面的深度渐变的环槽，在同一周向角上，多个环槽的深度不一致；圆锥台，小端与圆柱体固定，圆锥台内部设空腔，空腔内设颗粒阻尼材料；尖刺包括T型滑块，T型滑块卡装在环槽内且与环槽滑动连接，T型滑块小端设钉体。本发明结构可靠，防护效果好。
Landslide lattice beam anchoring system and construction method thereof
一种滑坡格构梁锚固系统及其施工方法
REN XIANG (Autor:in) / XU RONGHUA (Autor:in) / MA ZHIRONG (Autor:in) / CAI HAIBO (Autor:in) / YAO WEI (Autor:in) / YANG DAHUI (Autor:in) / MIAO ZAIBIN (Autor:in) / HE YONGCHENG (Autor:in) / LIANG TAO (Autor:in) / DENG XIANCHAO (Autor:in)
02.10.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Prestressed gravel anchoring pile and landslide control construction method thereof
| Europäisches Patentamt | 2015
Plane beam body anchoring system and anchoring construction method
| Europäisches Patentamt | 2023
Annular beam body anchoring system and construction method thereof
| Europäisches Patentamt | 2023
Large-section anchoring pile construction method under landslide mass condition
| Europäisches Patentamt | 2024
Anchoring device for preventing landslide geological disasters and construction method
| Europäisches Patentamt | 2023