Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to a driven type floral tube grouting reinforcement process, and relates to the technical field of building construction, and the reinforcement process comprises the following steps: S1, drilling reinforcement holes in the ground, driving multiple sections of floral tubes into one reinforcement hole, connecting the multiple sections of floral tubes end to end, and driving the multiple sections of floral tubes in sequence; s11, a drill bit is connected to the end, located in the reinforcing hole, of the first section of floral tube driven into the ground, and the diameter of the drill bit is larger than that of the floral tube; s2, a gap between the reinforcing hole and the floral tube is filled; s3, a high-frequency vibrator is used for driving the floral tube into the ground; s31, when the floral tube is driven in, an operator needs to centralize the floral tube; s4, the remaining floral tubes are driven into the ground; s41, after one section of the floral tube is driven in, the floral tube needing to be driven in is connected with the floral tube driven in the ground, and then the floral tube is driven in through a high-frequency vibrator; s5, floral tubes are driven into all the reinforcing holes in sequence, and grouting is conducted in the floral tubes; and S6, sealing layer reinforcement is conducted on the ground. The building foundation reinforcement device has the effect of facilitating building foundation reinforcement in a small laboratory.
本申请涉及一种打入式花管注浆加固工艺，涉及建筑施工技术领域，其加固工艺如下：S1、在地面钻出加固孔，一个加固孔内需打入多节花管，多节花管首尾相接，依次打入；S11、第一节打入地下的花管位于加固孔内一端连接有钻头，钻头的直径大于花管的直径；S2、对加固孔与花管之间的间隙进行填充；S3、使用高频振动器将花管打入地下；S31、打入花管时，操作人员需对花管进行扶正；S4、将剩余花管打入地下；S41、打入一节花管后，将需要打入的花管与已经打入地下的花管连接，随后使用高频振动器打入；S5、依次对所有的加固孔内打入花管并对花管内均进行灌浆；S6、对地面进行封层加固。本申请具有便于在小型实验室内进行建筑基础加固的效果。
The invention relates to a driven type floral tube grouting reinforcement process, and relates to the technical field of building construction, and the reinforcement process comprises the following steps: S1, drilling reinforcement holes in the ground, driving multiple sections of floral tubes into one reinforcement hole, connecting the multiple sections of floral tubes end to end, and driving the multiple sections of floral tubes in sequence; s11, a drill bit is connected to the end, located in the reinforcing hole, of the first section of floral tube driven into the ground, and the diameter of the drill bit is larger than that of the floral tube; s2, a gap between the reinforcing hole and the floral tube is filled; s3, a high-frequency vibrator is used for driving the floral tube into the ground; s31, when the floral tube is driven in, an operator needs to centralize the floral tube; s4, the remaining floral tubes are driven into the ground; s41, after one section of the floral tube is driven in, the floral tube needing to be driven in is connected with the floral tube driven in the ground, and then the floral tube is driven in through a high-frequency vibrator; s5, floral tubes are driven into all the reinforcing holes in sequence, and grouting is conducted in the floral tubes; and S6, sealing layer reinforcement is conducted on the ground. The building foundation reinforcement device has the effect of facilitating building foundation reinforcement in a small laboratory.
本申请涉及一种打入式花管注浆加固工艺，涉及建筑施工技术领域，其加固工艺如下：S1、在地面钻出加固孔，一个加固孔内需打入多节花管，多节花管首尾相接，依次打入；S11、第一节打入地下的花管位于加固孔内一端连接有钻头，钻头的直径大于花管的直径；S2、对加固孔与花管之间的间隙进行填充；S3、使用高频振动器将花管打入地下；S31、打入花管时，操作人员需对花管进行扶正；S4、将剩余花管打入地下；S41、打入一节花管后，将需要打入的花管与已经打入地下的花管连接，随后使用高频振动器打入；S5、依次对所有的加固孔内打入花管并对花管内均进行灌浆；S6、对地面进行封层加固。本申请具有便于在小型实验室内进行建筑基础加固的效果。
Driven-in type floral tube grouting reinforcement process
一种打入式花管注浆加固工艺
20.12.2022
Patent
Elektronische Ressource
Chinesisch
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