Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
UNDER-GROUND PUSHING PIPE AND UNDER-GROUND STRUCTURE CONSTRUCTION METHOD THEREWITH
Provided are an underground pushing pipe and an underground structure construction method therewith. The underground pushing pipe of the invention including a plurality of compartments comprises: a side compartment provided on both side parts of the underground pushing pipe, and laterally connected to the underground pushing pipe; an inner compartment providing a working space formed between both side compartments; a guide plate guiding an adjacent side compartment of the underground pushing pipe, and laterally connecting the adjacent side compartment wherein the guide plate is vertically spaced apart on an upper and a lower part of an end of the side compartment; and a tension member buried by penetrating into a penetration hole formed at constant intervals in a longitudinal direction of the side compartment, and firmly connecting the side compartment connection unit by straining in accordance with a size of an underground load applied to a side compartment connection unit laterally connected by each side compartment.
압입강관체가 개시된다. 압입강관체는 다수의 격실로 형성된 압입강관체에 있어서, 압입강관체의 양측부에 형성되어 인접 압입강관체와 측방연결되는 측방격실; 양 측방격실 사이에 형성되어 작업을 수행할 수 있는 공간을 제공하는 내측격실; 인접한 압입강관체의 측방격실을 가이드 하여 측방연결시키며, 측방격실의 단부 상하부에 상하로 이격 설치되는 가이드판; 측방격실의 상하부에 측방격실의 길이방향으로 일정한 간격으로 형성된 관통홀을 관통하여 매입되며, 인접한 압입강관체의 각 측방격실에 의해 측방연결된 측방연결부에 작용하는 지중하중의 크기에 맞추어 긴장시켜 상기 측방연결부를 강결하는 긴장재;를 포함한다.
UNDER-GROUND PUSHING PIPE AND UNDER-GROUND STRUCTURE CONSTRUCTION METHOD THEREWITH
Provided are an underground pushing pipe and an underground structure construction method therewith. The underground pushing pipe of the invention including a plurality of compartments comprises: a side compartment provided on both side parts of the underground pushing pipe, and laterally connected to the underground pushing pipe; an inner compartment providing a working space formed between both side compartments; a guide plate guiding an adjacent side compartment of the underground pushing pipe, and laterally connecting the adjacent side compartment wherein the guide plate is vertically spaced apart on an upper and a lower part of an end of the side compartment; and a tension member buried by penetrating into a penetration hole formed at constant intervals in a longitudinal direction of the side compartment, and firmly connecting the side compartment connection unit by straining in accordance with a size of an underground load applied to a side compartment connection unit laterally connected by each side compartment.
압입강관체가 개시된다. 압입강관체는 다수의 격실로 형성된 압입강관체에 있어서, 압입강관체의 양측부에 형성되어 인접 압입강관체와 측방연결되는 측방격실; 양 측방격실 사이에 형성되어 작업을 수행할 수 있는 공간을 제공하는 내측격실; 인접한 압입강관체의 측방격실을 가이드 하여 측방연결시키며, 측방격실의 단부 상하부에 상하로 이격 설치되는 가이드판; 측방격실의 상하부에 측방격실의 길이방향으로 일정한 간격으로 형성된 관통홀을 관통하여 매입되며, 인접한 압입강관체의 각 측방격실에 의해 측방연결된 측방연결부에 작용하는 지중하중의 크기에 맞추어 긴장시켜 상기 측방연결부를 강결하는 긴장재;를 포함한다.
UNDER-GROUND PUSHING PIPE AND UNDER-GROUND STRUCTURE CONSTRUCTION METHOD THEREWITH
압입강관체 및 이를 이용한 지중구조물 시공방법
KIM JIN SOO (Autor:in)
18.08.2016
Patent
Elektronische Ressource
Koreanisch
| Europäisches Patentamt | 2017
| Europäisches Patentamt | 2018
| Europäisches Patentamt | 2018
| Europäisches Patentamt | 2019
| Europäisches Patentamt | 2016