The invention provides a combined pile type structure and a construction method for treating insufficient bearing capacity of a deep foundation pit construction pile by adopting the combined pile type structure, and relates to the technical field of buildings. The technical problem in the prior art that the effect of treating the insufficient bearing capacity of the deep foundation pit construction pile by adopting an existing method is poor is solved. The combined pile type structure comprises a steel pipe pile, grouting pipes and steel pipe sleeves, and the grouting pipes are connected to the two sides of the steel pipe pile; and the bottom sections of the grouting pipes are arranged into pressure drop nozzles, the pressure drop nozzles are sleeved with the steel pipe sleeves, the bottoms of the steel pipe sleeves are blocked, and accommodating cavities are formed between the steel pipe sleeves and the pressure drop nozzles. The steel pipe pile is directly sleeved and driven in situ, the position and the size of a bearing platform do not need to be changed, the periphery of the steel pipe pile is grouted through the grouting pipes, a soil body is reinforced, the integrity of the soil body is enhanced, the bearing capacity of the steel pipe pile is effectively guaranteed, and compared with an existing construction scheme, operation is convenient and fast, social and economic effects are remarkable, the requirements for efficient, energy-saving and green construction are met, and meanwhile, the construction cost is saved.