X TYPE CROSSING CHORD BEAMSTRINGSTRUCTURE BODY X型交差張弦梁構造体 - 特許庁
COMPOSITE STRUCTURE BUILDING CONSISTING OF SUSPENSION FLOOR AND STRINGBEAM 吊り床及び張弦梁とからなる複合構造建物 - 特許庁
The stringbeamstructure has horizontal rigidity and strength only of the self-sustaining of the lattice-shaped upper chord section to load received at the time of temporary installation or after completion under the state in which the stringbeamstructure is borne at both ends. この張弦梁構造が両端で支持された状態で仮設時または完成後に受ける荷重に対し、前記梯子状上弦部が自立するだけの水平方向剛性および耐力を有するようにする。 - 特許庁
The stringbeamstructure is arranged at certain intervals, the lattice-shaped upper chords are connected by the compression upper-chords and the bundle-material lower end sections by the tensile lower chords in the orthogonal direction, and the stringbeamstructure can also be configured in the orthogonal direction. また、前記張弦梁構造をある間隔で並べ、梯子状上弦部を圧縮上弦材で、束材下端部を引張下弦材で直交方向に連結し、直交方向にも張弦梁を構成することができる。 - 特許庁
To provide a stringbeamstructure, in which self-sustaining is carried out without using a temporary material at the intermediate stage of the erection of a roof structure and a temporary scaffold for an operator can be omitted. 屋根構造の建て方の途中段階で仮設材を用いなくても自立でき、また作業員用の仮設足場を省略できる張弦梁構造を提供する。 - 特許庁
Bundle materials 3 are fixed in the central lower direction of parts or the whole of the connecting materials 2, and the lower end sections of the bundle materials 3 and both end sections 9 lattice-shaped upper chord are coupled by tensile lower chords 4, and a stringbeamstructure is constituted. 連結材2の一部または全部の中央下方向には束材3を固着し、束材3の下端部と梯子状上弦部の両端部とを引張下弦材4で連結して張弦梁構造を構成する。 - 特許庁