Structure for constructing underground structure using composite beams and the construction method thereof

The present invention relates to a structure to construct an underground structure using a composite beam, and a construction method for the same. According to the present invention, the structure to construct the underground structure using the composite beam comprises: a pair of support piles embe...

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Hauptverfasser: MUN, WON TAE, HA, TAE HUN, LEE, SUNG HO
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Sprache:eng ; kor
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creator MUN, WON TAE
HA, TAE HUN
LEE, SUNG HO
description The present invention relates to a structure to construct an underground structure using a composite beam, and a construction method for the same. According to the present invention, the structure to construct the underground structure using the composite beam comprises: a pair of support piles embedded in a plurality of places to construct an underground structure, temporarily installed by being separated from each other; a temporary bracket individually connected to both sides of the support pile; a pair of temporary supports individually mounted on an upper side of the temporary brackets of the adjacent support piles in a horizontal direction; a composite beam connection bracket arranged on the upper side of the temporary supports; and the composite beam connected to both sides of the composite beam connection bracket. According to the present invention, the cross section of the support pile is able to be reduced as the pair of support piles performs a support role to be different from an existing invention. As the size of the support pile is reduced, CIP equipment is able to be used more than a PRD construction method. As such, the structure to construct the underground structure using the composite beam is able to reduce construction costs and is able to increase a speed of construction. 본 발명은 지하 구조물 설치를 위해 복수 개소에 관입되며, 서로 이격되어 가설되는 한 쌍의 지지파일; 상기 지지파일의 양측에 각각 결합하는 가설 브라켓; 상기 인접한 지지파일들의 가설 브라켓들의 상측에 수평 방향으로 각각 안착되는 한 쌍의 임시 거치대; 상기 임시 거치대들의 상측에 배치되는 합성보 결합 브라켓; 및 상기 합성보 결합 브라켓의 양측에 결합하는 합성보를 포함하는 합성보를 이용한 지하 구조물 시공구조 및 그 시공방법에 관한 것이다. 이러한 본 발명에 따르면, 종래와 달리 한 쌍의 지지파일이 지지 역할을 하기 때문에 지지파일의 단면 크기를 줄일 수 있고, 지지파일의 규격을 줄이면 PRD 공법보다 CIP 장비를 사용할 수 있어 공사비 절감 뿐만 아니라 시공 속도를 높일 수 있다.
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According to the present invention, the structure to construct the underground structure using the composite beam comprises: a pair of support piles embedded in a plurality of places to construct an underground structure, temporarily installed by being separated from each other; a temporary bracket individually connected to both sides of the support pile; a pair of temporary supports individually mounted on an upper side of the temporary brackets of the adjacent support piles in a horizontal direction; a composite beam connection bracket arranged on the upper side of the temporary supports; and the composite beam connected to both sides of the composite beam connection bracket. According to the present invention, the cross section of the support pile is able to be reduced as the pair of support piles performs a support role to be different from an existing invention. As the size of the support pile is reduced, CIP equipment is able to be used more than a PRD construction method. As such, the structure to construct the underground structure using the composite beam is able to reduce construction costs and is able to increase a speed of construction. 본 발명은 지하 구조물 설치를 위해 복수 개소에 관입되며, 서로 이격되어 가설되는 한 쌍의 지지파일; 상기 지지파일의 양측에 각각 결합하는 가설 브라켓; 상기 인접한 지지파일들의 가설 브라켓들의 상측에 수평 방향으로 각각 안착되는 한 쌍의 임시 거치대; 상기 임시 거치대들의 상측에 배치되는 합성보 결합 브라켓; 및 상기 합성보 결합 브라켓의 양측에 결합하는 합성보를 포함하는 합성보를 이용한 지하 구조물 시공구조 및 그 시공방법에 관한 것이다. 이러한 본 발명에 따르면, 종래와 달리 한 쌍의 지지파일이 지지 역할을 하기 때문에 지지파일의 단면 크기를 줄일 수 있고, 지지파일의 규격을 줄이면 PRD 공법보다 CIP 장비를 사용할 수 있어 공사비 절감 뿐만 아니라 시공 속도를 높일 수 있다.</description><language>eng ; kor</language><subject>BUILDING ; CEILINGS ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FLOORS ; FOUNDATIONS ; GENERAL BUILDING CONSTRUCTIONS ; HYDRAULIC ENGINEERING ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES ; WALLS, e.g. PARTITIONS</subject><creationdate>2017</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20170216&amp;DB=EPODOC&amp;CC=KR&amp;NR=101707376B1$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20170216&amp;DB=EPODOC&amp;CC=KR&amp;NR=101707376B1$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>MUN, WON TAE</creatorcontrib><creatorcontrib>HA, TAE HUN</creatorcontrib><creatorcontrib>LEE, SUNG HO</creatorcontrib><title>Structure for constructing underground structure using composite beams and the construction method thereof</title><description>The present invention relates to a structure to construct an underground structure using a composite beam, and a construction method for the same. According to the present invention, the structure to construct the underground structure using the composite beam comprises: a pair of support piles embedded in a plurality of places to construct an underground structure, temporarily installed by being separated from each other; a temporary bracket individually connected to both sides of the support pile; a pair of temporary supports individually mounted on an upper side of the temporary brackets of the adjacent support piles in a horizontal direction; a composite beam connection bracket arranged on the upper side of the temporary supports; and the composite beam connected to both sides of the composite beam connection bracket. According to the present invention, the cross section of the support pile is able to be reduced as the pair of support piles performs a support role to be different from an existing invention. As the size of the support pile is reduced, CIP equipment is able to be used more than a PRD construction method. As such, the structure to construct the underground structure using the composite beam is able to reduce construction costs and is able to increase a speed of construction. 본 발명은 지하 구조물 설치를 위해 복수 개소에 관입되며, 서로 이격되어 가설되는 한 쌍의 지지파일; 상기 지지파일의 양측에 각각 결합하는 가설 브라켓; 상기 인접한 지지파일들의 가설 브라켓들의 상측에 수평 방향으로 각각 안착되는 한 쌍의 임시 거치대; 상기 임시 거치대들의 상측에 배치되는 합성보 결합 브라켓; 및 상기 합성보 결합 브라켓의 양측에 결합하는 합성보를 포함하는 합성보를 이용한 지하 구조물 시공구조 및 그 시공방법에 관한 것이다. 이러한 본 발명에 따르면, 종래와 달리 한 쌍의 지지파일이 지지 역할을 하기 때문에 지지파일의 단면 크기를 줄일 수 있고, 지지파일의 규격을 줄이면 PRD 공법보다 CIP 장비를 사용할 수 있어 공사비 절감 뿐만 아니라 시공 속도를 높일 수 있다.</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FOUNDATIONS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2017</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjDELwjAQRrM4iPofDpyFhoLZK4rgpu4lxktbMbmQu_x_axFxdHrwvsc3V4-L5OKkZARPGRxFnsQQOyjxjrnLNBL4mxV-b45CIh4E4YY2MNixkR5_DihCQOlp8hnJL9XM2yfj6sOFWh_2191xg4la5GQdRpT2dNaVNpWpzbZpdP1f9QKdrUO8</recordid><startdate>20170216</startdate><enddate>20170216</enddate><creator>MUN, WON TAE</creator><creator>HA, TAE HUN</creator><creator>LEE, SUNG HO</creator><scope>EVB</scope></search><sort><creationdate>20170216</creationdate><title>Structure for constructing underground structure using composite beams and the construction method thereof</title><author>MUN, WON TAE ; HA, TAE HUN ; LEE, SUNG HO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_KR101707376BB13</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; kor</language><creationdate>2017</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FOUNDATIONS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>MUN, WON TAE</creatorcontrib><creatorcontrib>HA, TAE HUN</creatorcontrib><creatorcontrib>LEE, SUNG HO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>MUN, WON TAE</au><au>HA, TAE HUN</au><au>LEE, SUNG HO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Structure for constructing underground structure using composite beams and the construction method thereof</title><date>2017-02-16</date><risdate>2017</risdate><abstract>The present invention relates to a structure to construct an underground structure using a composite beam, and a construction method for the same. According to the present invention, the structure to construct the underground structure using the composite beam comprises: a pair of support piles embedded in a plurality of places to construct an underground structure, temporarily installed by being separated from each other; a temporary bracket individually connected to both sides of the support pile; a pair of temporary supports individually mounted on an upper side of the temporary brackets of the adjacent support piles in a horizontal direction; a composite beam connection bracket arranged on the upper side of the temporary supports; and the composite beam connected to both sides of the composite beam connection bracket. According to the present invention, the cross section of the support pile is able to be reduced as the pair of support piles performs a support role to be different from an existing invention. As the size of the support pile is reduced, CIP equipment is able to be used more than a PRD construction method. As such, the structure to construct the underground structure using the composite beam is able to reduce construction costs and is able to increase a speed of construction. 본 발명은 지하 구조물 설치를 위해 복수 개소에 관입되며, 서로 이격되어 가설되는 한 쌍의 지지파일; 상기 지지파일의 양측에 각각 결합하는 가설 브라켓; 상기 인접한 지지파일들의 가설 브라켓들의 상측에 수평 방향으로 각각 안착되는 한 쌍의 임시 거치대; 상기 임시 거치대들의 상측에 배치되는 합성보 결합 브라켓; 및 상기 합성보 결합 브라켓의 양측에 결합하는 합성보를 포함하는 합성보를 이용한 지하 구조물 시공구조 및 그 시공방법에 관한 것이다. 이러한 본 발명에 따르면, 종래와 달리 한 쌍의 지지파일이 지지 역할을 하기 때문에 지지파일의 단면 크기를 줄일 수 있고, 지지파일의 규격을 줄이면 PRD 공법보다 CIP 장비를 사용할 수 있어 공사비 절감 뿐만 아니라 시공 속도를 높일 수 있다.</abstract><oa>free_for_read</oa></addata></record>
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subjects BUILDING
CEILINGS
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FLOORS
FOUNDATIONS
GENERAL BUILDING CONSTRUCTIONS
HYDRAULIC ENGINEERING
INSULATION OR OTHER PROTECTION OF BUILDINGS
ROOFS
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
WALLS, e.g. PARTITIONS
title Structure for constructing underground structure using composite beams and the construction method thereof
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