Binding method of inclinometer for measuring deformation of foundation pit enclosing structure

The invention discloses a binding method of an inclinometer for measuring the deformation of a foundation pit enclosing structure. The binding method comprises the steps of: (a) arranging multiple sections of an inclinometer on the inner side of a steel reinforcement framework to be tightly adhered to the same main reinforcement of the steel reinforcement framework, firmly and reliably binding one or two sections of the lower end in the process of binding the inclinometer, loosely binding other sections, putting the bound sections and the steel reinforcement framework into pile holes, adjusting the inclinometer to a side wall of the foundation pit enclosing structure in the process of inserting the steel reinforcement framework into the pile hole so as to enabling a pair of chutes in each section of inclinometer to be parallel to the axis of a foundation pit; and (b) stopping laying when the distance between the opening of the inclinometer on the section at the uppermost end and the ground is 300-500mm, filli