上斜筋の英語

上下主鉄筋１１、１２及び斜鉄筋１３から成る三角柱状トラス鉄筋１０の両下主鉄筋１２をそれぞれサポート材２０の脚２１で受けるようにして支持する。例文帳に追加

Both lower main reinforcements 12 of the triangular prismatic truss reinforcement 10, which is composed of upper and lower main reinforcements 11 and 12 and a diagonal reinforcement 13, are each supported in such a manner as to be received by a leg 21 of a support material 20. - 特許庁

簡単な構成により柱主筋の頭部を堅固に定着できると共に、最上階のスラブが傾斜している場合であっても梁主筋の配筋が容易にできるようにした柱頭部鉄筋の定着工法を提供する。例文帳に追加

To provide an anchorage construction method for a column capital- reinforcement in which the head section of a column main reinforcement is anchored firmly by simple constitution while a beam main reinforcement can be arranged easily even when a slab on an uppermost floor is inclined. - 特許庁

傾斜部２ｄ、２ｅには上下方向に筋状に多数本の凹凸部２ｇが形成されている。例文帳に追加

The tilted sections 2d and 2e keep a large number of uneven sections 2g shaped in a line in the vertical direction. - 特許庁

風穴用円筒の係止構造と傾斜配筋の基礎立上部の二段風穴床下換気法例文帳に追加

LOCKING STRUCTURE OF CYLINDER FOR AIR HOLE, AND TWO-TIERED AIR-HOLE UNDERFLOOR VENTILATION METHOD FOR RISING SECTION OF FOUNDATION OF SLANTLY-ARRANGED REINFORCEMENT - 特許庁

また、前記傾斜溝２２の間には折り潰し缶１０の上下方向に対して傾斜して直線筋状の傾斜筋突起部２３が折り潰し缶１０の円周方向に沿って複数形成されている。例文帳に追加

Additionally, a plurality of inclined streak protrusions 23 in a linear-streak shape are formed among the inclined grooves 22 along the circumferential direction of the can 10 in such a manner as to be inclined with respect to the vertical direction of the can 10. - 特許庁

同様に、縦定規アングル２，２を傾斜させて上鉄筋Ｔ_2 ，Ｔ_2…を転がし、一定間隔に配筋した後、上下両鉄筋Ｔ_1 ，Ｔ_2 …を互いに結束してユニット化する。例文帳に追加

Vertical ruler angles 2 are inclined to roll upper reinforcing bars in the direction perpendicular to the lower reinforcing bars T1, and the upper reinforcing bars are dropped into drop grooves of the vertical ruler angles 2 in sequence and arranged at fixed intervals while being rolled from the upstream side to the downstream side. - 特許庁

スペーサー１を、モルタル成形用の凹状成形枠上に斜めに置いて、格子鉄筋を配筋すれば、格子鉄筋に高さＨ_１のかぶり厚を確保できる。例文帳に追加

When the spacer 1 is set obliquely on a recessed molding frame for mortar molding and the lattice reinforcement is arranged thereupon, the cover thickness for the height H_1 of the lattice reinforcement is secured. - 特許庁

斜め筋６の両端にフック6a、6aを形成し、一方のフック6aを上端主筋２に係合させ、他方のフック6aを下端主筋３に係合させる。例文帳に追加

Hooks 6a and 6a are formed in both ends of each diagonal reinforcing bar 6, one hook 6a is engaged with the upper end main bars 2, and the other hook 6a is engaged with the lower end main bars 3. - 特許庁