A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for repairing pavement by reinforcing roadbed through grouting
The invention discloses a method for repairing a pavement by reinforcing a roadbed through grouting. The method comprises the following steps that the grouting position is determined; drilling is carried out according to the designed vacancy; slurry pouring is carried out; hole finishing is carried out; transferring to a next hole site for construction is carried out, wherein an interlaced jump grouting method is adopted for construction in order to avoid influences on peripheral existing hole sites; after grouting construction is finished, curing is conducted for 5 days, and then qualification detection is conducted; after the roadbed reinforced through grouting is detected to be qualified, C20 plain concrete with the thickness of 30 cm is poured into a C20 road groove; after the C20 plain concrete is cured to reach the strength of 70% or above, an emulsified asphalt viscous oil layer is spread; asphalt concrete is paved; a rubber asphalt stress absorption layer is paved; and after aqualified treatment area and other areas which do not need to be treated are milled and planed, a fine-grained AC-13 and SBS asphalt concrete upper surface layer is finally paved together. By means ofthe scheme, the old and stubborn problem of long-term pavement subsidence at local positions of a road can be effectively solved.
本发明公开了一种采用灌浆加固路基修复路面的方法，包括以下步骤：灌浆位置的确定；按设计空位进行钻孔；灌注浆液；终孔；转入下一孔位施工，为了不影响周边既成孔位，采用隔行跳打注浆法进行施工；压浆施工结束后，养生5天，然后进行合格性检测；注浆加固的路基检测合格后，在C20路槽内浇筑30cm厚C20素砼；在C20素砼养护至70%以上强度后，洒铺乳化沥青粘油层；铺筑沥青砼；铺设橡胶沥青应力吸收层；处治合格的区域与其他不需要处治的区域铣刨后，最后一起铺筑细粒式AC‑13、SBS沥青混凝土上面层。本方案能有效解决道路局部位置长期路面下沉的老顽疾。
Method for repairing pavement by reinforcing roadbed through grouting
The invention discloses a method for repairing a pavement by reinforcing a roadbed through grouting. The method comprises the following steps that the grouting position is determined; drilling is carried out according to the designed vacancy; slurry pouring is carried out; hole finishing is carried out; transferring to a next hole site for construction is carried out, wherein an interlaced jump grouting method is adopted for construction in order to avoid influences on peripheral existing hole sites; after grouting construction is finished, curing is conducted for 5 days, and then qualification detection is conducted; after the roadbed reinforced through grouting is detected to be qualified, C20 plain concrete with the thickness of 30 cm is poured into a C20 road groove; after the C20 plain concrete is cured to reach the strength of 70% or above, an emulsified asphalt viscous oil layer is spread; asphalt concrete is paved; a rubber asphalt stress absorption layer is paved; and after aqualified treatment area and other areas which do not need to be treated are milled and planed, a fine-grained AC-13 and SBS asphalt concrete upper surface layer is finally paved together. By means ofthe scheme, the old and stubborn problem of long-term pavement subsidence at local positions of a road can be effectively solved.
本发明公开了一种采用灌浆加固路基修复路面的方法，包括以下步骤：灌浆位置的确定；按设计空位进行钻孔；灌注浆液；终孔；转入下一孔位施工，为了不影响周边既成孔位，采用隔行跳打注浆法进行施工；压浆施工结束后，养生5天，然后进行合格性检测；注浆加固的路基检测合格后，在C20路槽内浇筑30cm厚C20素砼；在C20素砼养护至70%以上强度后，洒铺乳化沥青粘油层；铺筑沥青砼；铺设橡胶沥青应力吸收层；处治合格的区域与其他不需要处治的区域铣刨后，最后一起铺筑细粒式AC‑13、SBS沥青混凝土上面层。本方案能有效解决道路局部位置长期路面下沉的老顽疾。
Method for repairing pavement by reinforcing roadbed through grouting
一种采用灌浆加固路基修复路面的方法
ZHONG GU (author) / WANG QUAN (author) / CHEN KUN (author) / LIAO JUN (author) / YU RITING (author) / SUN ZHIYUN (author) / ZENG LIUSHENG (author) / ZHENG TIANDONG (author) / LI YUNHAN (author)
2020-12-15
Patent
Electronic Resource
Chinese
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
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