A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
METHOD FOR CONSTRUCTING FOUNDATION STRUCTURE INCLUDING CROSSBARS
The present invention relates to a foundation structure construction method for constructing a foundation structure by providing supporting piles and a base slab coupled to the upper parts of the supporting piles, and provides a method for constructing a foundation structure including crossbars, the method comprising: a supporting pile providing step of providing the plurality of supporting piles underground, wherein each supporting pile includes three coupling bands coupled at the upper part thereof so as to be spaced apart at predetermined intervals (hereinafter, referred to as a first coupling band, a second coupling band, and a third coupling band in the top to bottom direction), a first crossbar coupled to a reinforcing bar of the base slab is coupled to the second coupling band, and a second crossbar coupled to the first coupling band of the adjacent supporting pile is coupled to the third coupling band; a reinforcing bar arranging step of arranging the reinforcing bars for the base slab at the upper parts of the plurality of supporting piles; and a supporting pile reinforcing step of reinforcing the upper parts of the plurality of supporting piles by coupling the first crossbar and the reinforcing bars of the base slab, and coupling the second crossbar and the first coupling band.
La présente invention concerne un procédé de construction de structure de fondation, qui permet de construire une structure de fondation par la fourniture de pieux de support et d'une dalle de base accouplée aux parties supérieures des pieux de support, et concerne un procédé de construction d'une structure de fondation comprenant des barres transversales, le procédé comprenant les étapes suivantes : la fourniture d'une pluralité de pieux de support sous terre, chaque pieu de support comprenant trois bandes d'accouplement accouplées au niveau de sa partie supérieure de manière à être espacées à des intervalles prédéterminés (ci-après appelées première bande d'accouplement, deuxième bande d'accouplement et troisième bande d'accouplement du haut vers le bas), une première barre transversale accouplée à une barre de renforcement de la plaque de base est accouplée à la deuxième bande d'accouplement, et une seconde barre transversale accouplée à la première bande d'accouplement du pieu de support adjacent est accouplée à la troisième bande d'accouplement ; l'agencement de barres de renforcement pour la plaque de base au niveau des parties supérieures de la pluralité de pieux de support ; le renforcement de pieux de support afin de renforcer les parties supérieures de la pluralité de pieux de support par l'accouplement de la première barre transversale et des barres de renforcement de la plaque de base et l'accouplement de la seconde barre transversale à la première bande d'accouplement.
본 발명은 지지파일과 상기 지지파일 상부에 결합되는 기초슬래브를 설치하여 기초구조물을 시공하는 기초구조물 시공방법으로서, 복수의 지지파일을 지중에 설치하되, 각각의 지지파일은 상부에 일정간격 이격되도록 결합되는 3개의 결합밴드를 포함하고(위부터 아래방향으로 제1 결합밴드, 제2 결합 밴드, 제3 결합밴드라 한다.), 상기 제2 결합밴드에는 상기 기초슬래브의 철근과 결합하는 제1 크로스바가 결합되고, 상기 제3 결합밴드에는 이웃하는 지지파일의 상기 제1 결합밴드와 결합하는 제2 크로스바가 결합되는, 지지파일설치단계; 복수의 상기 지지파일 상부에 기초슬래브를 위한 철근을 배근하는 철근배근단계; 및 상기 제1 크로스바와 상기 기초슬래브의 철근을 결합하고, 상기 제2 크로스바와 상기 제1 결합밴드를 결합하여 복수의 상기 지지파일의 상부를 보강하는 지지파일 보강단계를 포함하는 것을 특징으로 하는, 크로스바를 포함하는 기초구조물 시공방법을 제공한다.
METHOD FOR CONSTRUCTING FOUNDATION STRUCTURE INCLUDING CROSSBARS
The present invention relates to a foundation structure construction method for constructing a foundation structure by providing supporting piles and a base slab coupled to the upper parts of the supporting piles, and provides a method for constructing a foundation structure including crossbars, the method comprising: a supporting pile providing step of providing the plurality of supporting piles underground, wherein each supporting pile includes three coupling bands coupled at the upper part thereof so as to be spaced apart at predetermined intervals (hereinafter, referred to as a first coupling band, a second coupling band, and a third coupling band in the top to bottom direction), a first crossbar coupled to a reinforcing bar of the base slab is coupled to the second coupling band, and a second crossbar coupled to the first coupling band of the adjacent supporting pile is coupled to the third coupling band; a reinforcing bar arranging step of arranging the reinforcing bars for the base slab at the upper parts of the plurality of supporting piles; and a supporting pile reinforcing step of reinforcing the upper parts of the plurality of supporting piles by coupling the first crossbar and the reinforcing bars of the base slab, and coupling the second crossbar and the first coupling band.
La présente invention concerne un procédé de construction de structure de fondation, qui permet de construire une structure de fondation par la fourniture de pieux de support et d'une dalle de base accouplée aux parties supérieures des pieux de support, et concerne un procédé de construction d'une structure de fondation comprenant des barres transversales, le procédé comprenant les étapes suivantes : la fourniture d'une pluralité de pieux de support sous terre, chaque pieu de support comprenant trois bandes d'accouplement accouplées au niveau de sa partie supérieure de manière à être espacées à des intervalles prédéterminés (ci-après appelées première bande d'accouplement, deuxième bande d'accouplement et troisième bande d'accouplement du haut vers le bas), une première barre transversale accouplée à une barre de renforcement de la plaque de base est accouplée à la deuxième bande d'accouplement, et une seconde barre transversale accouplée à la première bande d'accouplement du pieu de support adjacent est accouplée à la troisième bande d'accouplement ; l'agencement de barres de renforcement pour la plaque de base au niveau des parties supérieures de la pluralité de pieux de support ; le renforcement de pieux de support afin de renforcer les parties supérieures de la pluralité de pieux de support par l'accouplement de la première barre transversale et des barres de renforcement de la plaque de base et l'accouplement de la seconde barre transversale à la première bande d'accouplement.
본 발명은 지지파일과 상기 지지파일 상부에 결합되는 기초슬래브를 설치하여 기초구조물을 시공하는 기초구조물 시공방법으로서, 복수의 지지파일을 지중에 설치하되, 각각의 지지파일은 상부에 일정간격 이격되도록 결합되는 3개의 결합밴드를 포함하고(위부터 아래방향으로 제1 결합밴드, 제2 결합 밴드, 제3 결합밴드라 한다.), 상기 제2 결합밴드에는 상기 기초슬래브의 철근과 결합하는 제1 크로스바가 결합되고, 상기 제3 결합밴드에는 이웃하는 지지파일의 상기 제1 결합밴드와 결합하는 제2 크로스바가 결합되는, 지지파일설치단계; 복수의 상기 지지파일 상부에 기초슬래브를 위한 철근을 배근하는 철근배근단계; 및 상기 제1 크로스바와 상기 기초슬래브의 철근을 결합하고, 상기 제2 크로스바와 상기 제1 결합밴드를 결합하여 복수의 상기 지지파일의 상부를 보강하는 지지파일 보강단계를 포함하는 것을 특징으로 하는, 크로스바를 포함하는 기초구조물 시공방법을 제공한다.
METHOD FOR CONSTRUCTING FOUNDATION STRUCTURE INCLUDING CROSSBARS
PROCÉDÉ DE CONSTRUCTION DE STRUCTURE DE FONDATION COMPRENANT DES BARRES TRANSVERSALES
크로스바를 포함한 기초구조물 시공방법
HWANG WOON SIK (author)
2018-05-31
Patent
Electronic Resource
Korean
IPC:
E02D
FOUNDATIONS
,
Gründungen
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