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Straddle type monorail PC track beam supporting and adjusting system and method thereof
The invention discloses a straddle type monorail PC track beam supporting and adjusting system and method, and relates to the technical field of straddle type monorail traffic, the straddle type monorail PC track beam supporting and adjusting system comprises a bearing part detachably connected with a bearing platform, a supporting part is arranged on the side, away from the ground, of the bearing part, and the supporting part is used for supporting one end of a PC track beam on the bearing platform; a height adjusting device is arranged on the upper end face of the supporting piece and used for adjusting the linearity of a PC track beam body, the upper end face of the height adjusting device is used for containing the PC track beam, an original foundation supporting mode is replaced with the mode that the bearing part is connected with the bearing platform in an inserted mode, and the limitation of the bearing capacity of foundation soil is avoided. The three parts, namely the bearing part, the supporting part and the height adjusting mechanism, replace a temporary support composed of various parts such as wood, steel, a hydraulic jack and a threaded jack in the prior art, the field workload is small, the temporary support does not need to be erected, and materials and labor are saved.
本发明公开了一种跨座式单轨PC轨道梁支撑调整系统及其方法，涉及跨座式单轨交通技术领域，包括有与承台可拆卸连接的承重件，所述承重件远离地面的一侧上设有支撑件，所述支撑件用于在承台上支撑PC轨道梁的一端，所述支撑件上端面上设置有高度调节装置，所述高度调节装置用于调整PC轨道梁体线性，且其上端面用于放置PC轨道梁，通过承重件与承台插接的方式代替了原有的采用支撑地基的方式，不受地基土承载力限制；且三个部件即承重件、支撑件以及高夫调节机构代替了现有技术中木材、钢材、液压千斤顶以及螺纹千斤顶等繁多部件构成的临时支架，现场工作量少，无需搭设临时支架，节省材料和人工。
Straddle type monorail PC track beam supporting and adjusting system and method thereof
The invention discloses a straddle type monorail PC track beam supporting and adjusting system and method, and relates to the technical field of straddle type monorail traffic, the straddle type monorail PC track beam supporting and adjusting system comprises a bearing part detachably connected with a bearing platform, a supporting part is arranged on the side, away from the ground, of the bearing part, and the supporting part is used for supporting one end of a PC track beam on the bearing platform; a height adjusting device is arranged on the upper end face of the supporting piece and used for adjusting the linearity of a PC track beam body, the upper end face of the height adjusting device is used for containing the PC track beam, an original foundation supporting mode is replaced with the mode that the bearing part is connected with the bearing platform in an inserted mode, and the limitation of the bearing capacity of foundation soil is avoided. The three parts, namely the bearing part, the supporting part and the height adjusting mechanism, replace a temporary support composed of various parts such as wood, steel, a hydraulic jack and a threaded jack in the prior art, the field workload is small, the temporary support does not need to be erected, and materials and labor are saved.
本发明公开了一种跨座式单轨PC轨道梁支撑调整系统及其方法，涉及跨座式单轨交通技术领域，包括有与承台可拆卸连接的承重件，所述承重件远离地面的一侧上设有支撑件，所述支撑件用于在承台上支撑PC轨道梁的一端，所述支撑件上端面上设置有高度调节装置，所述高度调节装置用于调整PC轨道梁体线性，且其上端面用于放置PC轨道梁，通过承重件与承台插接的方式代替了原有的采用支撑地基的方式，不受地基土承载力限制；且三个部件即承重件、支撑件以及高夫调节机构代替了现有技术中木材、钢材、液压千斤顶以及螺纹千斤顶等繁多部件构成的临时支架，现场工作量少，无需搭设临时支架，节省材料和人工。
Straddle type monorail PC track beam supporting and adjusting system and method thereof
一种跨座式单轨PC轨道梁支撑调整系统及其方法
HU GUOHUA (author) / XU SHENGQIAO (author) / LIU YONGFENG (author) / LI JINKAI (author) / LIU RENCHAO (author)
2021-07-06
Patent
Electronic Resource
Chinese
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