reversed slabとは 意味・読み方・使い方

HALF PC SLAB FOR REVERSED BEAM AND CONSTRUCTION METHOD OF REVERSED-BEAM BUILDING FRAME USING THE SAME例文帳に追加

逆梁用ハ—フＰＣスラブ及びそれを用いた逆梁躯体の施工法 - 特許庁

To prevent the deterioration of the vibration-proof effect of a floating- floor slab by easily disassembling and removing a temporary supporter supporting the floating-floor slab even when a space between the floating-floor slab and a reversed beam is narrow.例文帳に追加

浮床スラブと逆梁との間隔が狭くても、浮床スラブを支持している仮支持体を容易に解体して、取り外すことができるようにして、浮床スラブの防振効果を低減させないようにする。 - 特許庁

When a floating-floor slab is supported elastically among the top faces of a plurality of reversed beams under a floated state, temporary supporters 1 composed of divisible annular bodies 11 and granular bodies 12 filled to the annular bodies 11 are placed on the top faces of the reversed beams, and the floating-floor slab is placed on the temporary supporters 1.例文帳に追加

複数の逆梁の上面間に、浮床スラブを浮上させた状態で弾性支持させるに際して、まず、分割可能な環状体１１と、この環状体に充填した粒状体１２とからなる仮支持体１を逆梁の上面において、その上に浮床スラブを載置する。 - 特許庁

A reversed girder Rb-B is integrally and protrudedly provided on a floor slab Sf partitioning the building into upper and lower living spaces, and a steplike floor support part 7 (instead of conventional joint) is integrally formed between a concrete placing join face (f) and the floor slab Sf on the reversed girder Rb-B to support a floor structure on the floor support part 7.例文帳に追加

建物を上下の居住空間に仕切る床スラブＳｆ上に、逆大梁Ｒｂ−Ｂを一体に突設し、この逆大梁Ｒｂ−Ｂには、コンクリート打ち継ぎ面ｆと床スラブＳｆとの間において、段状の床支承部７（従来の際根太に代わる）を一体に成形し、この床支承部７上に、床構造体を支持するようにした。 - 特許庁

The floating- floor slab is supported elastically to a slab or the reversed beams under the state, the annular bodies 11 in the temporary supporters are divided, and the temporary supporters 1 are removed by destroying the lumps of sand 12 filled to the annular bodies 11 by a bar or the like.例文帳に追加

そして、この状態で、浮床スラブを、スラブまたは逆梁に弾性支持させた後に、仮支持体１の環状体１１を分割してから、環状体に充填されていた砂１２の固まりを棒等で崩すことにより、仮支持体を撤去する。 - 特許庁

A concrete formwork is used for the arc shape beam 12 which a lath formwork 15Ab with high deformation performance such as welded metal net 15Aa is attached and the reversed beams 12 in arc shape on the side is formed on a lower slab 11.例文帳に追加

溶接金網１５Ａａの如き変形性能の高い型枠材にラス型枠１５Ａｂを張り付けた円弧状の逆梁１２のためのコンクリート型枠を用い、側面円弧状の逆梁１２を下スラブ１１に形成する。 - 特許庁

In the structure, a shield body 14 is filled in between reversed beams 12 of lower structure of concrete form consisting of the beams 12 and lower slabs 11, the shield body 14 is closed with an upper slab 13 attached to the beams 12 and the total load is supported with the beams 12 and the upper and the lower slabs 11 and 13.例文帳に追加

逆梁１２と下スラブ１１とから成るコンクリート造の下部構造体の逆梁１２間に遮蔽体１４を充填し、逆梁１２に取り付けられる上スラブ１３で遮蔽体１４を密閉し、逆梁１２と上下スラブ１１、１３によって全体の荷重を保持するようにした構造。 - 特許庁