초록 ▼

An apparatus and method is provided for tying down an existing roof frame to resist windstorm uplift forces, in which an elongate connector is inserted slantingly upward through a hole through the roof frame, allowing an upper end of the connector to protrude from the roof frame to receive a head me

An apparatus and method is provided for tying down an existing roof frame to resist windstorm uplift forces, in which an elongate connector is inserted slantingly upward through a hole through the roof frame, allowing an upper end of the connector to protrude from the roof frame to receive a head member which is detachably attached thereto in order to prevent the roof frame from moving upward relative to the connector under an uplift force. The lower end of the connector is secured to an underlying wall such that the connector applies a restraining force against wind uplift forces.

대표청구항 ▼

I claim: 1. A method for reinforcement of an existing roof frame structure, comprising: (a) making a hole which extends slantingly upward through a roof frame under a roof sheathing panel from a second side to a first side of the roof frame; (b) inserting an upper portion of an elongate connector t

I claim: 1. A method for reinforcement of an existing roof frame structure, comprising: (a) making a hole which extends slantingly upward through a roof frame under a roof sheathing panel from a second side to a first side of the roof frame; (b) inserting an upper portion of an elongate connector through the hole from the second side to the first side of the roof frame until an upper end of the connector protrudes from the first side thereof; (c) attaching a head member to the upper end of the connector in order to prevent the roof frame from moving upward relative to the connector under a uplift force; (d) securing a lower end of the connector to an underlying wall; and wherein step (c) is practiced by inserting a pin into a loop which forms the upper end of the connector protruding from the exit of the hole, the pin forming the head member. 2. The method as claimed in claim 1 wherein step (a) is practiced by determining an entry of the hole in a position at a lower portion of the second side of the roof frame, based on a pre-determined angle of the hole such that an exit of the hole at the first side of the roof frame is located near a top edge of the roof frame, allowing a space under the roof sheathing panel for the upper end of the connector to protrude from the exit of the hole. 3. The method as claimed in claim 1 further comprising a step, prior to step (c), of attaching a load distribution plate to the first side of the roof frame to bear a load from the head member. 4. The method as claimed in claim 3 wherein an opening of the load distribution plate is aligned with the exit of the hole. 5. The method as claimed in claim 1 further comprising a step, between steps (c) and (d), of pre-tensioning the connector. 6. The method as claimed in claim 1 wherein step (d) is practiced by securing two metal strip sections to a surface of the underlying wall, the two metal strip sections being connected at one end thereof together with the lower end of the connector and extending divergently from the lower end of the connector.