A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Deep bearing platform brick blank membrane reinforcing method
The invention discloses a deep bearing platform brick mold reinforcing method which comprises the following steps: step 1, splicing a plurality of brick mold standard knots (1) layer by layer from bottom to top according to the depth H of a bearing platform to form a brick mold main body, and enabling the height of the brick mold main body to be consistent with or smaller than the depth H of the bearing platform; 2, wood formworks (3) are arranged on the inner wall of the brick blank mold body, and diagonal bracings (4) are arranged between the two oppositely-arranged wood formworks (3); and step 3, backfilling a soil layer (7) on the outer side of the brick blank film main body. The problem that in the prior art, splicing of the brick forming die in the deep bearing platform is prone to collapsing can be solved.
本发明公开了一种深承台砖胎膜加固方法，包括以下步骤：步骤1：根据承台深度H，由下至上逐层拼接若干块砖胎膜标准节(1)，形成砖胎膜主体，使砖胎膜主体的高度与承台深度H一致或小于承台深度H；步骤2：在砖胎膜主体的内壁上设置木模板(3)，并在相对设置的两块木模板(3)之间设置对撑(4)；步骤3：在砖胎膜主体的外侧回填土层(7)。本发明能够解决现有技术中深承台中砖胎膜拼接容易垮塌的问题。
Deep bearing platform brick blank membrane reinforcing method
The invention discloses a deep bearing platform brick mold reinforcing method which comprises the following steps: step 1, splicing a plurality of brick mold standard knots (1) layer by layer from bottom to top according to the depth H of a bearing platform to form a brick mold main body, and enabling the height of the brick mold main body to be consistent with or smaller than the depth H of the bearing platform; 2, wood formworks (3) are arranged on the inner wall of the brick blank mold body, and diagonal bracings (4) are arranged between the two oppositely-arranged wood formworks (3); and step 3, backfilling a soil layer (7) on the outer side of the brick blank film main body. The problem that in the prior art, splicing of the brick forming die in the deep bearing platform is prone to collapsing can be solved.
本发明公开了一种深承台砖胎膜加固方法，包括以下步骤：步骤1：根据承台深度H，由下至上逐层拼接若干块砖胎膜标准节(1)，形成砖胎膜主体，使砖胎膜主体的高度与承台深度H一致或小于承台深度H；步骤2：在砖胎膜主体的内壁上设置木模板(3)，并在相对设置的两块木模板(3)之间设置对撑(4)；步骤3：在砖胎膜主体的外侧回填土层(7)。本发明能够解决现有技术中深承台中砖胎膜拼接容易垮塌的问题。
Deep bearing platform brick blank membrane reinforcing method
深承台砖胎膜加固方法
HE JUN (author) / NI JIAN (author) / RONG GUOQIANG (author) / JIANG SHUAI (author) / XU YINPENG (author) / DU JIANGYU (author) / CHEN MINGHONG (author)
2023-08-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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