The invention provides a bearing platform construction method under the condition of limited space of a foundation pit, which comprises the following steps of: inserting and driving a steel
sheet pile support at the boundary of the foundation pit, then installing a double-sided steel template at the limited side of the
working space after the foundation pit is excavated, then carrying out bearing platform
steel bar construction, pre-burying an inclined opposite-pull
pipe in the construction process, and firstly penetrating an opposite-pull
steel rope into the inclined opposite-pull
pipe, after the single-face steel formwork on the side with the sufficient
working space is in place, one end of the opposite-pulling
steel rope is fixed to the single-face steel formwork, the other end of the opposite-pulling
steel rope is connected with a
flange of the double-face steel formwork, then the opposite-pulling steel
rope is fastened and pulled, and after the steel formwork is fixed, bearing platform pouring construction is conducted, then the single-face steel formwork is dismantled firstly, and after half of a foundation pit is backfilled, pouring construction is conducted. And then the double-face steel formwork is dismantled. A double-face steel formwork structure is adopted on the limited side of the operation space, the double-face steel formwork on the limited side of the operation space and the single-face steel formwork on the sufficient side of the operation space are tied and fixed through a method of oppositely pulling the steel wire ropes, in addition, by means of the mode of pre-burying the inclined oppositely-pulling pipes, on one hand, the oppositely-pulling steel wire ropes can be limited, and on the other hand, when the double-face steel formworks are dismantled, the double-face steel formworks can be dismantled; according to the construction method, under the condition that the space of a foundation pit is limited, the installed steel formworks can still be oppositely pulled, the steel formworks can be conveniently removed, and the size and quality indexes of the bearing platform are well guaranteed.