Method for controlling crack of super-long wall body
A control method and wall technology, applied in the construction of super-long walls and construction fields, can solve the problem that prestressing technology is difficult to play an effective role, and achieve easy production and installation, reduction of wall shrinkage stress, and construction procedures. concise effect
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[0025] The present invention will be further described in detail below with reference to the embodiments of the drawings.
[0026] Such as figure 1 As shown, the method of the present invention is applied to a phase 2 project of a certain business district. The project is a large-area underground two-story garage structure with a construction area of about 70,000 m2 2 The basement is 256.8m long and 132.8~165m wide. It is a two-way pre-stressed frame structure. The outer wall and the side wall 1 of the artificial river crossing the upper garage with a width of 42m are more than 260 meters long. It is an extra-long wall that is resistant to cracking. The requirements are higher.
[0027] Such as figure 1 As shown, the artificial river 2 has a water depth of 3m, the river side wall 1 is 3.1m high and 300mm thick, using C30 concrete, and 1φ is added to each of the longitudinal sides of the wall. s 15.24@300 unbonded prestressed tendons. In order to reduce the shrinkage stress in ...
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