Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device
The invention discloses a deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device, and relates to the technical field of deep foundation pits, the deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device comprises a deep foundation pit fender post and a bearing frame, the top of the bearing frame is connected with a loading frame through an embedded depth control mechanism, and the top of the loading frame is connected with a steel pipe pile through an angle adjusting mechanism; a plurality of bag type grouting assemblies distributed at equal intervals are arranged on the steel pipe pile. According to the bag type grouting assembly, in the grouting process, the grouting pressure in the grouting pipe can be monitored in real time through the pressure gauge, the situation that the bag is broken due to the fact that the grouting pressure exceeds the standard can be effectively avoided, and therefore the normal construction progress and efficiency cannot be affected; through cooperation of the angle adjusting mechanism and the pre-embedded depth control mechanism, the inclination angle of the steel pipe pile can be flexibly adjusted, the pre-embedded depth of the four pre-embedded piles can be flexibly controlled, and therefore different construction design requirements can be met conveniently.
本发明公开了深基坑钢管斜撑囊式注浆扩体体系施工装置，涉及深基坑技术领域，其包括深基坑围护桩和承载架，所述承载架的顶部通过预埋深度控制机构连接有装载架，且装载架的顶部通过角度调节机构连接有钢管桩，所述钢管桩上设有若干等距离分布的囊式注浆组件。本发明所设计的囊式注浆组件，在注浆的过程中，通过压力表能够实时监测注浆管内的注浆压力，能够有效避免注浆压力超标而造成囊袋出现破裂的情况，这样不会影响到正常的施工进度和效率；本发明通过角度调节机构和预埋深度控制机构的协同配合，即能够对钢管桩的倾斜角度进行灵活的调节，又能够灵活的控制四个预埋桩的预埋深度，从而便于适应不同的施工设计要求。
Deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device
The invention discloses a deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device, and relates to the technical field of deep foundation pits, the deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device comprises a deep foundation pit fender post and a bearing frame, the top of the bearing frame is connected with a loading frame through an embedded depth control mechanism, and the top of the loading frame is connected with a steel pipe pile through an angle adjusting mechanism; a plurality of bag type grouting assemblies distributed at equal intervals are arranged on the steel pipe pile. According to the bag type grouting assembly, in the grouting process, the grouting pressure in the grouting pipe can be monitored in real time through the pressure gauge, the situation that the bag is broken due to the fact that the grouting pressure exceeds the standard can be effectively avoided, and therefore the normal construction progress and efficiency cannot be affected; through cooperation of the angle adjusting mechanism and the pre-embedded depth control mechanism, the inclination angle of the steel pipe pile can be flexibly adjusted, the pre-embedded depth of the four pre-embedded piles can be flexibly controlled, and therefore different construction design requirements can be met conveniently.
本发明公开了深基坑钢管斜撑囊式注浆扩体体系施工装置，涉及深基坑技术领域，其包括深基坑围护桩和承载架，所述承载架的顶部通过预埋深度控制机构连接有装载架，且装载架的顶部通过角度调节机构连接有钢管桩，所述钢管桩上设有若干等距离分布的囊式注浆组件。本发明所设计的囊式注浆组件，在注浆的过程中，通过压力表能够实时监测注浆管内的注浆压力，能够有效避免注浆压力超标而造成囊袋出现破裂的情况，这样不会影响到正常的施工进度和效率；本发明通过角度调节机构和预埋深度控制机构的协同配合，即能够对钢管桩的倾斜角度进行灵活的调节，又能够灵活的控制四个预埋桩的预埋深度，从而便于适应不同的施工设计要求。
Deep foundation pit steel pipe inclined strut bag type grouting expansion body system construction device
深基坑钢管斜撑囊式注浆扩体体系施工装置
QIN BAOTONG (Autor:in) / YANG XIAOMENG (Autor:in) / LI HAIFENG (Autor:in) / LI YING (Autor:in) / YUAN SHUAI (Autor:in) / JIAO TAOTAO (Autor:in) / JING XIN (Autor:in) / CHEN ZIHAN (Autor:in) / LIU BOWEN (Autor:in) / DONG JINGKUN (Autor:in)
02.01.2024
Patent
Elektronische Ressource
Chinesisch
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