Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
STONE TYPE RETAINING WALL AND CONSTRUCTION METHOD THEREOF
The present invention provides a pit stone type retaining wall comprising: a plurality of tamped layers (100) formed by tamping background soil many times; a pit stone (200) formed in a front of the plurality of tamped layers (100); a reinforcement member (300) installed in a region between the plurality of tamped layers (100); a fastening member (400) combined with a front side of the reinforcement member (300); a combination member (500) to combine one side on a rear surface of the pit stone (200), and to combine the other side with the fastening member (400); and a support member (600) combined with a rear upper part of the pit stone to support an upper pit stone (200a) formed in an upper part of the pit stone (200). According to the present invention, since the pit stone type retaining wall supports the upper pit stone (200a) with the support member (600), a plurality of pit stone layers installed in a height direction are able to stably be supported. Moreover, since the pit stone type retaining wall is supported on the tamped layer by the reinforcement member (300), the fastening member (400), and the combination member (500); a stable structure is able to be ensured.
본 발명에 의한 산석옹벽은 배후토사의 복수회 다짐에 의해 형성된 복수의 다짐층(100); 복수의 다짐층(100)의 전방에 형성된 산석(200); 복수의 다짐층(100) 사이 영역에 설치된 보강부재(300); 보강부재(300)의 전방에 결합된 체결부재(400); 일측은 산석(200) 후면에 결합되고, 타측은 체결부재(400)에 결합된 결합부재(500); 산석(200)의 상부에 형성되는 상부 산석(200a)을 지지하기 위해 산석의 후면 상부에 결합된 지지부재(600);를 포함한다.본 발명의 산석옹벽은 지지부재(600)를 이용하여 상부 산석(200a)을 지지하기 때문에 높이 방향으로 설치되는 복수층의 산석을 안정적으로 지지할 수 있다.또한, 본 발명의 산석옹벽은 보강부재(300), 체결부재(400) 및 결합부재(500)에 의해 다짐층에 지지되어 안정적인 구조를 확보할 수 있다.
STONE TYPE RETAINING WALL AND CONSTRUCTION METHOD THEREOF
The present invention provides a pit stone type retaining wall comprising: a plurality of tamped layers (100) formed by tamping background soil many times; a pit stone (200) formed in a front of the plurality of tamped layers (100); a reinforcement member (300) installed in a region between the plurality of tamped layers (100); a fastening member (400) combined with a front side of the reinforcement member (300); a combination member (500) to combine one side on a rear surface of the pit stone (200), and to combine the other side with the fastening member (400); and a support member (600) combined with a rear upper part of the pit stone to support an upper pit stone (200a) formed in an upper part of the pit stone (200). According to the present invention, since the pit stone type retaining wall supports the upper pit stone (200a) with the support member (600), a plurality of pit stone layers installed in a height direction are able to stably be supported. Moreover, since the pit stone type retaining wall is supported on the tamped layer by the reinforcement member (300), the fastening member (400), and the combination member (500); a stable structure is able to be ensured.
본 발명에 의한 산석옹벽은 배후토사의 복수회 다짐에 의해 형성된 복수의 다짐층(100); 복수의 다짐층(100)의 전방에 형성된 산석(200); 복수의 다짐층(100) 사이 영역에 설치된 보강부재(300); 보강부재(300)의 전방에 결합된 체결부재(400); 일측은 산석(200) 후면에 결합되고, 타측은 체결부재(400)에 결합된 결합부재(500); 산석(200)의 상부에 형성되는 상부 산석(200a)을 지지하기 위해 산석의 후면 상부에 결합된 지지부재(600);를 포함한다.본 발명의 산석옹벽은 지지부재(600)를 이용하여 상부 산석(200a)을 지지하기 때문에 높이 방향으로 설치되는 복수층의 산석을 안정적으로 지지할 수 있다.또한, 본 발명의 산석옹벽은 보강부재(300), 체결부재(400) 및 결합부재(500)에 의해 다짐층에 지지되어 안정적인 구조를 확보할 수 있다.
STONE TYPE RETAINING WALL AND CONSTRUCTION METHOD THEREOF
산석옹벽 및 그 시공방법
YOON SOCK HYO (Autor:in)
12.04.2017
Patent
Elektronische Ressource
Koreanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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