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Construction method of plant equipment foundation pre-reinforcement structure
The invention discloses a construction method of a plant equipment foundation pre-reinforcement structure, the pre-reinforcement structure comprises an inclined support body arranged below an equipment foundation in advance, and the inclined support body is formed by grouting reinforcement of an inclined grouting pipe; the upper middle portions of the adjacent inclined supporting bodies are sequentially arranged in a crossed mode, and the tops of the inclined supporting bodies are located below the ground. The lower portions of the inclined supporting bodies are distributed in a horn-shaped diffusion mode. Through arrangement of the inclined grouting pipes, an inclined supporting body is formed, so that the foundation at the bottom of the equipment foundation is reinforced, and the bearing capacity of the foundation is improved; through a supporting system formed by the inclined supporting bodies, the supporting integrity and the stress uniformity can be guaranteed; and through the arrangement of the horizontal reinforcing bodies and the vertical reinforcing bodies, the bearing strength is further improved, and the horizontal reinforcing bodies are also beneficial to isolating underground water to form a waterproof protective barrier.
本发明公开了一种厂房设备基础预加固结构的施工方法,预加固结构包含预先设置于设备基础下方的斜支撑体,所述斜支撑体为斜注浆管注浆加固而成;斜支撑体至少有三个,相邻斜支撑体中上部依次交叉设置且顶部位于地面下方;斜支撑体下方呈喇叭状扩散式分布。本发明通过斜注浆管的布设,利于形成斜支撑体,由此对设备基础底部地基进行加固,提高地基承载力;通过斜支撑体形成的支撑体系,利于保证支撑的整体性和受力的均匀性;通过水平加固体和竖向加固体的设置,利于进一步提高承载强度,且水平加固体还利于隔绝地下水,形成隔水保护屏障。
Construction method of plant equipment foundation pre-reinforcement structure
The invention discloses a construction method of a plant equipment foundation pre-reinforcement structure, the pre-reinforcement structure comprises an inclined support body arranged below an equipment foundation in advance, and the inclined support body is formed by grouting reinforcement of an inclined grouting pipe; the upper middle portions of the adjacent inclined supporting bodies are sequentially arranged in a crossed mode, and the tops of the inclined supporting bodies are located below the ground. The lower portions of the inclined supporting bodies are distributed in a horn-shaped diffusion mode. Through arrangement of the inclined grouting pipes, an inclined supporting body is formed, so that the foundation at the bottom of the equipment foundation is reinforced, and the bearing capacity of the foundation is improved; through a supporting system formed by the inclined supporting bodies, the supporting integrity and the stress uniformity can be guaranteed; and through the arrangement of the horizontal reinforcing bodies and the vertical reinforcing bodies, the bearing strength is further improved, and the horizontal reinforcing bodies are also beneficial to isolating underground water to form a waterproof protective barrier.
本发明公开了一种厂房设备基础预加固结构的施工方法,预加固结构包含预先设置于设备基础下方的斜支撑体,所述斜支撑体为斜注浆管注浆加固而成;斜支撑体至少有三个,相邻斜支撑体中上部依次交叉设置且顶部位于地面下方;斜支撑体下方呈喇叭状扩散式分布。本发明通过斜注浆管的布设,利于形成斜支撑体,由此对设备基础底部地基进行加固,提高地基承载力;通过斜支撑体形成的支撑体系,利于保证支撑的整体性和受力的均匀性;通过水平加固体和竖向加固体的设置,利于进一步提高承载强度,且水平加固体还利于隔绝地下水,形成隔水保护屏障。
Construction method of plant equipment foundation pre-reinforcement structure
一种厂房设备基础预加固结构的施工方法
CUI TENGYUE (Autor:in)
29.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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