Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for reinforcing side slope through drainage channel
The invention discloses a method for reinforcing a side slope through a drainage channel. The method comprises the steps of determining the arrangement characteristics of drainage channels on the cross section of the slope, determining the inner diameter of the section of the non-permeable foam concrete hollow beam according to the rainfall capacity characteristics of the position where the slope is located, and determining the outer diameter of the non-permeable foam concrete hollow beam according to the strength of the non-permeable foam concrete. The length and the diameter of the permeable foam concrete beam are determined according to the free water discharge requirement in the slope, and inclined jet grouting construction of the non-permeable foam concrete hollow beam on the slope is carried out by adopting a jet grouting pile construction method according to the arrangement characteristics and the outer diameter of the non-permeable foam concrete hollow beam. The non-permeable foam concrete jet grouting pile is drilled along the axis according to the inner diameter, a non-permeable foam concrete hollow beam is obtained, and the hollow beam is filled with permeable foam concrete. According to the method, the slope can be reinforced while water, in the slope, of the infiltration line is naturally drained, and the application prospect is very good.
本发明公开了一种通过排水通道加固边坡的方法。该方法为：确定边坡横截面上排水通道的布置特征，根据边坡所处位置的降雨量特征确定非透水型泡沫混凝土中空梁的截面内径，根据非透水型泡沫混凝土强度，确定非透水型泡沫混凝土中空梁的外径，根据边坡中的自由水排出要求确定透水型泡沫混凝土梁的长度、直径，根据布置特征、非透水型泡沫混凝土中空梁的外径进行非透水型泡沫混凝土中空梁在边坡上的采用旋喷桩的施工方法进行倾斜旋喷施工，在非透水型泡沫混凝土旋喷桩上沿轴线按照内径进行钻孔，得到非透水型泡沫混凝土中空梁，往中空梁内充满的透水型泡沫混凝土。本发明可以在自然排除浸润线在边坡内的水的同时对边坡进行加固，应用前景非常好。
Method for reinforcing side slope through drainage channel
The invention discloses a method for reinforcing a side slope through a drainage channel. The method comprises the steps of determining the arrangement characteristics of drainage channels on the cross section of the slope, determining the inner diameter of the section of the non-permeable foam concrete hollow beam according to the rainfall capacity characteristics of the position where the slope is located, and determining the outer diameter of the non-permeable foam concrete hollow beam according to the strength of the non-permeable foam concrete. The length and the diameter of the permeable foam concrete beam are determined according to the free water discharge requirement in the slope, and inclined jet grouting construction of the non-permeable foam concrete hollow beam on the slope is carried out by adopting a jet grouting pile construction method according to the arrangement characteristics and the outer diameter of the non-permeable foam concrete hollow beam. The non-permeable foam concrete jet grouting pile is drilled along the axis according to the inner diameter, a non-permeable foam concrete hollow beam is obtained, and the hollow beam is filled with permeable foam concrete. According to the method, the slope can be reinforced while water, in the slope, of the infiltration line is naturally drained, and the application prospect is very good.
本发明公开了一种通过排水通道加固边坡的方法。该方法为：确定边坡横截面上排水通道的布置特征，根据边坡所处位置的降雨量特征确定非透水型泡沫混凝土中空梁的截面内径，根据非透水型泡沫混凝土强度，确定非透水型泡沫混凝土中空梁的外径，根据边坡中的自由水排出要求确定透水型泡沫混凝土梁的长度、直径，根据布置特征、非透水型泡沫混凝土中空梁的外径进行非透水型泡沫混凝土中空梁在边坡上的采用旋喷桩的施工方法进行倾斜旋喷施工，在非透水型泡沫混凝土旋喷桩上沿轴线按照内径进行钻孔，得到非透水型泡沫混凝土中空梁，往中空梁内充满的透水型泡沫混凝土。本发明可以在自然排除浸润线在边坡内的水的同时对边坡进行加固，应用前景非常好。
Method for reinforcing side slope through drainage channel
一种通过排水通道加固边坡的方法
SHEN JIALIN (Autor:in) / WU LIANSHENG (Autor:in) / CHEN YUGANG (Autor:in) / GAO YONG (Autor:in) / ZHONG YAN (Autor:in) / WANG DADONG (Autor:in) / YAN YUE (Autor:in) / PAN GAOYUAN (Autor:in) / LIU XIN (Autor:in)
09.05.2023
Patent
Elektronische Ressource
Chinesisch
Grouting method for side slope supporting and reinforcing method for side slope drainage ditch
| Europäisches Patentamt | 2021