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A platform for research: civil engineering, architecture and urbanism
CONSTRUCTING METHOD FOR SUBSTRUCTURE INCLUDING CROSSBAR
PROBLEM TO BE SOLVED: To provide a constructing method for a substructure to install a support pile and a footing slab on which reinforcing bars are arranged.SOLUTION: A support pile 100 includes a first coupling band 110, a second coupling band 120, a third coupling band 130, a first crossbar 200 having one end connected to the second coupling band 120 and a second crossbar 300 having one end connected to the third coupling band 130. The construction method includes a support pile installation step in which the first crossbar 200 and the second crossbar 300 are placed under the ground in a state of being folded toward the support pile 100 side, a reinforcing bar arrangement step in which the first crossbar 200 and the second crossbar 300 are adjusted so as not to hinder the reinforcing bar arranging by hinge rotation and a support pile reinforcing step in which the other end of the first crossbar 200 is coupled with the reinforcing bar of the footing slab S and the other end of the second crossbar 300 is combined with the first coupling band 110 of the adjacent support pile 100 to reinforce the upper portions of the plurality of support piles 100.SELECTED DRAWING: Figure 1
【課題】支持パイルと、鉄筋が配筋される基礎スラブとを設置する基礎構造物の施工方法を提供する。【解決手段】支持パイル１００が、第１結合バンド１１０、第２結合バンド１２０、第３結合バンド１３０、一端が第２結合バンド１２０に連結される第１クロスバー２００、及び一端が第３結合バンド１３０に連結される第２クロスバー３００を含み、第１クロスバー２００及び第２クロスバー３００が支持パイル１００側に畳まれた状態で地中に設置される支持パイル設置段階；第１クロスバー２００及び第２クロスバー３００が、ヒンジ回動によって鉄筋の配筋を妨げないように調節される鉄筋配筋段階；及び第１クロスバー２００の他端が基礎スラブＳの鉄筋と結合し、第２クロスバー３００の他端が隣り合う支持パイル１００の第１結合バンド１１０と結合して複数の支持パイル１００上部を補強する支持パイル補強段階；を備える。【選択図】図１
CONSTRUCTING METHOD FOR SUBSTRUCTURE INCLUDING CROSSBAR
PROBLEM TO BE SOLVED: To provide a constructing method for a substructure to install a support pile and a footing slab on which reinforcing bars are arranged.SOLUTION: A support pile 100 includes a first coupling band 110, a second coupling band 120, a third coupling band 130, a first crossbar 200 having one end connected to the second coupling band 120 and a second crossbar 300 having one end connected to the third coupling band 130. The construction method includes a support pile installation step in which the first crossbar 200 and the second crossbar 300 are placed under the ground in a state of being folded toward the support pile 100 side, a reinforcing bar arrangement step in which the first crossbar 200 and the second crossbar 300 are adjusted so as not to hinder the reinforcing bar arranging by hinge rotation and a support pile reinforcing step in which the other end of the first crossbar 200 is coupled with the reinforcing bar of the footing slab S and the other end of the second crossbar 300 is combined with the first coupling band 110 of the adjacent support pile 100 to reinforce the upper portions of the plurality of support piles 100.SELECTED DRAWING: Figure 1
【課題】支持パイルと、鉄筋が配筋される基礎スラブとを設置する基礎構造物の施工方法を提供する。【解決手段】支持パイル１００が、第１結合バンド１１０、第２結合バンド１２０、第３結合バンド１３０、一端が第２結合バンド１２０に連結される第１クロスバー２００、及び一端が第３結合バンド１３０に連結される第２クロスバー３００を含み、第１クロスバー２００及び第２クロスバー３００が支持パイル１００側に畳まれた状態で地中に設置される支持パイル設置段階；第１クロスバー２００及び第２クロスバー３００が、ヒンジ回動によって鉄筋の配筋を妨げないように調節される鉄筋配筋段階；及び第１クロスバー２００の他端が基礎スラブＳの鉄筋と結合し、第２クロスバー３００の他端が隣り合う支持パイル１００の第１結合バンド１１０と結合して複数の支持パイル１００上部を補強する支持パイル補強段階；を備える。【選択図】図１
CONSTRUCTING METHOD FOR SUBSTRUCTURE INCLUDING CROSSBAR
クロスバーを含んだ基礎構造物施工方法
HWANG WOON SIK (author)
2018-06-07
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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