Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same

The invention relates to a shear-wall constraint out-packing galvanized iron un-bonded energy consumption steel brace, belonging to the antiseismic area of frame-shear wall structure engineering. A reinforced bar mesh constituted by reinforced steel bars distributed in landscape (1) and portrait (2)...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
1. Verfasser: WANLIN,CHANG CAO
Format: Patent
Sprache:eng
Schlagworte:
Online-Zugang:Volltext bestellen
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page
container_title
container_volume
creator WANLIN,CHANG CAO
description The invention relates to a shear-wall constraint out-packing galvanized iron un-bonded energy consumption steel brace, belonging to the antiseismic area of frame-shear wall structure engineering. A reinforced bar mesh constituted by reinforced steel bars distributed in landscape (1) and portrait (2) directions is collocated. Linking reinforced steel bars (9) are set among reinforced bar meshes. Two soft steel braces are set in the middle of two reinforced steel meshes in cross. The galvanized iron (5) is set out of soft steel braces and it can separate the soft steel brace and the concrete. It also can play the constraint role of buckling behavior of soft steel braces. Stirrups (6) are set along two sides of the galvanized iron. When the shear wall is installed, there is a gap among frame beams (7), (8) and frame column (9). Two soft steel braces are set in cross to form ’™-shape or X-shape and the section of soft steel brace can be set in Ê”-shape, T-shape,—«-shape or˜ñ-shape. The invention improves the energy consumption ability of unbonded and buckling constraint brace and controls the structure deformation furthermore. The invention also improves the structure antiseismic ability.
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN101012670A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN101012670A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN101012670A3</originalsourceid><addsrcrecordid>eNqNjLEKwkAQRNNYiPoP6wcEooLWEhQrG-3Dmtskh5fd4_aMaO2HmwQ_QKYY5jEz0-RzaQiD5Rqe6ByUwhoDWiYDyAZqdB2yfffRBmHQhigCcUdOfA9Z0ptlM-yJKdQvMFbVeowD0kjkQB_eS4jjX0uxEQOVBGjxPnawpXkyqdApLX4-S5bHwzU_peSlIPVY9uexyM-rrNd6u8v2m386X-JASzU</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same</title><source>esp@cenet</source><creator>WANLIN,CHANG CAO</creator><creatorcontrib>WANLIN,CHANG CAO</creatorcontrib><description>The invention relates to a shear-wall constraint out-packing galvanized iron un-bonded energy consumption steel brace, belonging to the antiseismic area of frame-shear wall structure engineering. A reinforced bar mesh constituted by reinforced steel bars distributed in landscape (1) and portrait (2) directions is collocated. Linking reinforced steel bars (9) are set among reinforced bar meshes. Two soft steel braces are set in the middle of two reinforced steel meshes in cross. The galvanized iron (5) is set out of soft steel braces and it can separate the soft steel brace and the concrete. It also can play the constraint role of buckling behavior of soft steel braces. Stirrups (6) are set along two sides of the galvanized iron. When the shear wall is installed, there is a gap among frame beams (7), (8) and frame column (9). Two soft steel braces are set in cross to form ’™-shape or X-shape and the section of soft steel brace can be set in Ê”-shape, T-shape,—«-shape or˜ñ-shape. The invention improves the energy consumption ability of unbonded and buckling constraint brace and controls the structure deformation furthermore. The invention also improves the structure antiseismic ability.</description><language>eng</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; WALLS, e.g. PARTITIONS</subject><creationdate>2007</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=20070808&amp;DB=EPODOC&amp;CC=CN&amp;NR=101012670A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25545,76296</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20070808&amp;DB=EPODOC&amp;CC=CN&amp;NR=101012670A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WANLIN,CHANG CAO</creatorcontrib><title>Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same</title><description>The invention relates to a shear-wall constraint out-packing galvanized iron un-bonded energy consumption steel brace, belonging to the antiseismic area of frame-shear wall structure engineering. A reinforced bar mesh constituted by reinforced steel bars distributed in landscape (1) and portrait (2) directions is collocated. Linking reinforced steel bars (9) are set among reinforced bar meshes. Two soft steel braces are set in the middle of two reinforced steel meshes in cross. The galvanized iron (5) is set out of soft steel braces and it can separate the soft steel brace and the concrete. It also can play the constraint role of buckling behavior of soft steel braces. Stirrups (6) are set along two sides of the galvanized iron. When the shear wall is installed, there is a gap among frame beams (7), (8) and frame column (9). Two soft steel braces are set in cross to form ’™-shape or X-shape and the section of soft steel brace can be set in Ê”-shape, T-shape,—«-shape or˜ñ-shape. The invention improves the energy consumption ability of unbonded and buckling constraint brace and controls the structure deformation furthermore. The invention also improves the structure antiseismic ability.</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2007</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjLEKwkAQRNNYiPoP6wcEooLWEhQrG-3Dmtskh5fd4_aMaO2HmwQ_QKYY5jEz0-RzaQiD5Rqe6ByUwhoDWiYDyAZqdB2yfffRBmHQhigCcUdOfA9Z0ptlM-yJKdQvMFbVeowD0kjkQB_eS4jjX0uxEQOVBGjxPnawpXkyqdApLX4-S5bHwzU_peSlIPVY9uexyM-rrNd6u8v2m386X-JASzU</recordid><startdate>20070808</startdate><enddate>20070808</enddate><creator>WANLIN,CHANG CAO</creator><scope>EVB</scope></search><sort><creationdate>20070808</creationdate><title>Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same</title><author>WANLIN,CHANG CAO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN101012670A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2007</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>WANLIN,CHANG CAO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WANLIN,CHANG CAO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same</title><date>2007-08-08</date><risdate>2007</risdate><abstract>The invention relates to a shear-wall constraint out-packing galvanized iron un-bonded energy consumption steel brace, belonging to the antiseismic area of frame-shear wall structure engineering. A reinforced bar mesh constituted by reinforced steel bars distributed in landscape (1) and portrait (2) directions is collocated. Linking reinforced steel bars (9) are set among reinforced bar meshes. Two soft steel braces are set in the middle of two reinforced steel meshes in cross. The galvanized iron (5) is set out of soft steel braces and it can separate the soft steel brace and the concrete. It also can play the constraint role of buckling behavior of soft steel braces. Stirrups (6) are set along two sides of the galvanized iron. When the shear wall is installed, there is a gap among frame beams (7), (8) and frame column (9). Two soft steel braces are set in cross to form ’™-shape or X-shape and the section of soft steel brace can be set in Ê”-shape, T-shape,—«-shape or˜ñ-shape. The invention improves the energy consumption ability of unbonded and buckling constraint brace and controls the structure deformation furthermore. The invention also improves the structure antiseismic ability.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_epo_espacenet_CN101012670A
source esp@cenet
subjects BUILDING
CEILINGS
FIXED CONSTRUCTIONS
FLOORS
GENERAL BUILDING CONSTRUCTIONS
INSULATION OR OTHER PROTECTION OF BUILDINGS
ROOFS
WALLS, e.g. PARTITIONS
title Shearing wall constrained and galvanized iron sheet enveloped no-binding energy dissipating steel support and method for making same
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-19T14%3A15%3A05IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=WANLIN,CHANG%20CAO&rft.date=2007-08-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN101012670A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true