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A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF FOOTING BEAM
To achieve quick execution of site construction of a footing beam and foundation slab concrete, and improvement of construction accuracy of a beam.SOLUTION: Parts of lower end main reinforcements 13 and lower stirrups 14 of a footing beam 10 are arranged in a cross section, and a lower block 11 made of precast concrete as a part of the cross section of the footing beam 10 is mounted at a construction position of the footing beam 10. Subsequently, upper end main reinforcements 23 and upper stirrups 24 of the footing beam 10 are held on a reinforcement trestle 15 erected on the lower block 11. Furthermore, mold frame panels 30 with reinforcement lattices are assembled as a side face form of the footing beam 10 with the lower block 11 used as a guide. Foundation slab concrete 12 is placed in a space partitioned by the lower block 11 and the mold frame panels 30.SELECTED DRAWING: Figure 1
【課題】 基礎梁および基礎スラブコンクリートの現場施工の迅速化、梁の構築精度の向上を図る。【解決手段】 基礎梁１０の下端主筋１３と下部あばら筋１４の一部とが断面内に配筋され、基礎梁１０の断面の一部となるプレキャストコンクリート製の下部ブロック１１を基礎梁１０の構築位置に載置する。次いで下部ブロック１１上に立設された鉄筋架台１５上に基礎梁１０の上端主筋２３と上部あばら筋２４とを保持させる。さらに鉄筋ラチス付き型枠パネル３０を、下部ブロック１１をガイドに基礎梁１０の側面型枠として組み付ける。下部ブロック１１と型枠パネル３０とで区画された空間内に基礎梁コンクリート１２を打設する。【選択図】 図１
CONSTRUCTION METHOD OF FOOTING BEAM
To achieve quick execution of site construction of a footing beam and foundation slab concrete, and improvement of construction accuracy of a beam.SOLUTION: Parts of lower end main reinforcements 13 and lower stirrups 14 of a footing beam 10 are arranged in a cross section, and a lower block 11 made of precast concrete as a part of the cross section of the footing beam 10 is mounted at a construction position of the footing beam 10. Subsequently, upper end main reinforcements 23 and upper stirrups 24 of the footing beam 10 are held on a reinforcement trestle 15 erected on the lower block 11. Furthermore, mold frame panels 30 with reinforcement lattices are assembled as a side face form of the footing beam 10 with the lower block 11 used as a guide. Foundation slab concrete 12 is placed in a space partitioned by the lower block 11 and the mold frame panels 30.SELECTED DRAWING: Figure 1
【課題】 基礎梁および基礎スラブコンクリートの現場施工の迅速化、梁の構築精度の向上を図る。【解決手段】 基礎梁１０の下端主筋１３と下部あばら筋１４の一部とが断面内に配筋され、基礎梁１０の断面の一部となるプレキャストコンクリート製の下部ブロック１１を基礎梁１０の構築位置に載置する。次いで下部ブロック１１上に立設された鉄筋架台１５上に基礎梁１０の上端主筋２３と上部あばら筋２４とを保持させる。さらに鉄筋ラチス付き型枠パネル３０を、下部ブロック１１をガイドに基礎梁１０の側面型枠として組み付ける。下部ブロック１１と型枠パネル３０とで区画された空間内に基礎梁コンクリート１２を打設する。【選択図】 図１
CONSTRUCTION METHOD OF FOOTING BEAM
基礎梁の構築方法
ASO NAOKI (author) / SUGIYAMA FUMIHIKO (author) / KURITA HIROSHI (author)
2022-06-30
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Cost Economy in Beam-Slab-Column-Footing Construction
| British Library Conference Proceedings | 1994
| European Patent Office | 2019