Semi-prefabricated underground continuous wall and construction method thereof
An underground continuous wall and prefabricated wall technology, applied in excavation, sheet pile wall, infrastructure engineering and other directions, can solve problems such as groundwater leakage, meet the requirements of reducing hoisting equipment, easy to ensure construction quality, and avoid groundwater leakage. Effect
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2015-09-09
Smart Images
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Abstract
Description
technical field
[0001] The invention relates to the field of design and construction of an underground diaphragm wall in building foundation pit engineering, in particular to a semi-prefabricated underground diaphragm wall and a construction method for the underground diaphragm wall. Background technique
[0002] The underground diaphragm wall construction technology originated in Europe. In 1938, Italy developed a construction method for constructing an underground diaphragm wall in a mud support deep groove. In 1950, it was the first to use deep mud tanks to build underground diaphragm walls in Italy. In the 1950s and 1960s, this technology was promoted in western developed countries, the former Soviet Union and Japan. In 1958, my country used this technology to build a dam cut-off wall. In the mid-1970s, this technology was applied to construction, coal mines and municipal industries. Due to its high rigidity, the underground diaphragm wall has the advantage of having l...
Examples
Embodiment Construction
[0027] The present invention will be further explained below in conjunction with the accompanying drawings.
[0028] Such as figure 1 As shown, a semi-prefabricated underground continuous wall includes a lower prefabricated wall 2 and an upper post-cast wall 1 . The lower prefabricated wall 2 includes several prefabricated wall sections, and the top of the prefabricated wall section is provided with connecting ribs 4, and the adjacent prefabricated wall sections are connected by steel pipe joints 3, such as figure 2 shown. The length of the steel pipe joint 3 is equal to the overall height of the semi-prefabricated underground diaphragm wall. A number of through holes 31 are preset on the pipe wall connecting the steel pipe joint 3 and the prefabricated wall section. The overall length of the steel pipe joint 3 with the through holes 31 is equal to the The height of the section; in order to ensure that the poured concrete flows smoothly into the steel pipe hole, the through...