CN106030003B - 张拉锚固到楼承板端部的大跨度耐火楼承板的钢筋束锚固系统及其施工方法 - Google Patents
张拉锚固到楼承板端部的大跨度耐火楼承板的钢筋束锚固系统及其施工方法 Download PDFInfo
- Publication number
- CN106030003B CN106030003B CN201580001434.6A CN201580001434A CN106030003B CN 106030003 B CN106030003 B CN 106030003B CN 201580001434 A CN201580001434 A CN 201580001434A CN 106030003 B CN106030003 B CN 106030003B
- Authority
- CN
- China
- Prior art keywords
- tendon
- steel
- floor deck
- anchoring
- tensioned
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020150011117A KR101646866B1 (ko) | 2015-01-23 | 2015-01-23 | 데크 단부에서 긴장 정착시킨 장스팬 내화 데크의 긴장재 정착시스템 및 그 시공방법 |
| KR10-2015-0011117 | 2015-01-23 | ||
| PCT/KR2015/001969 WO2016117753A1 (fr) | 2015-01-23 | 2015-02-27 | Système d'ancrage d'élément de précontrainte d'un plancher résistant au feu à longue portée précontraint et ancré sur une partie d'extrémité de plancher, et son procédé de construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106030003A CN106030003A (zh) | 2016-10-12 |
| CN106030003B true CN106030003B (zh) | 2018-03-30 |
Family
ID=56417271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201580001434.6A Active CN106030003B (zh) | 2015-01-23 | 2015-02-27 | 张拉锚固到楼承板端部的大跨度耐火楼承板的钢筋束锚固系统及其施工方法 |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR101646866B1 (fr) |
| CN (1) | CN106030003B (fr) |
| WO (1) | WO2016117753A1 (fr) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2018220145B2 (en) * | 2017-08-25 | 2024-03-14 | Bluescope Steel Limited | Decking Sheet |
| CN114753655B (zh) * | 2022-05-13 | 2023-01-03 | 河海大学 | 双向同时张拉的多层预应力纤维布加固装置及加固方法 |
| CN114961325B (zh) * | 2022-06-28 | 2024-02-02 | 中维建研(江苏)设计有限公司 | 一种预应力加固混凝土垃圾仓结构的方法 |
| CN117052035A (zh) * | 2023-08-23 | 2023-11-14 | 中国十七冶集团有限公司 | 一种大跨度预应力型钢混凝土组合楼承板及施工方法 |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1364212A (en) * | 1972-12-05 | 1974-08-21 | Ccl Systems Ltd | Coupling assembly for the stressing tendons of multi span post tensioned concrete structures |
| JPH07269022A (ja) * | 1994-03-31 | 1995-10-17 | Maeda Corp | 梁構造 |
| JP3043946B2 (ja) * | 1994-04-11 | 2000-05-22 | 株式会社佐藤工業所 | プレストレスコンクリートの緊張材曲げ上げ具 |
| JPH1162085A (ja) * | 1997-08-11 | 1999-03-05 | Takenaka Komuten Co Ltd | 面部形成方法及び面部形成用パネル |
| JP4087959B2 (ja) * | 1998-10-22 | 2008-05-21 | 見敏 石井 | 建築物の床パネルとその工事方法 |
| CN2527608Y (zh) * | 2002-05-17 | 2002-12-25 | 胡战波 | 预应力大跨度实腹钢梁结构体系 |
| KR100542046B1 (ko) * | 2003-12-26 | 2006-01-11 | 한국건설기술연구원 | 외부 강선의 연속긴장을 통한 콘크리트 빔의 보강방법 및이에 사용되는 연결지지장치 |
| CN100396868C (zh) * | 2004-05-19 | 2008-06-25 | 柳州欧维姆机械股份有限公司 | 高强钢丝先张预应力锚固体系及其施工方法 |
| KR101011376B1 (ko) * | 2008-12-10 | 2011-01-28 | 한국건설기술연구원 | 에프알피 판 정착장치 및 이를 이용한 에프알피 판 긴장방법 |
| KR101041064B1 (ko) * | 2009-04-02 | 2011-06-13 | (주)씨엠파트너스건축사사무소 | 철근보강형 골데크 및 이를 이용한 슬래브 시공방법 |
| CN101949191B (zh) * | 2010-09-06 | 2012-06-27 | 中国建筑第八工程局有限公司 | 无支撑超长异型悬挑楼板施工方法 |
| KR101093185B1 (ko) * | 2011-01-03 | 2011-12-13 | 김성규 | 연속 벽체용 각도 조절 브라켓 |
| KR101337326B1 (ko) | 2012-11-23 | 2013-12-06 | 한국건설기술연구원 | 와이어로프를 이용한 합성슬래브 내화공법 |
-
2015
- 2015-01-23 KR KR1020150011117A patent/KR101646866B1/ko active Active
- 2015-02-27 CN CN201580001434.6A patent/CN106030003B/zh active Active
- 2015-02-27 WO PCT/KR2015/001969 patent/WO2016117753A1/fr not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| KR20160091476A (ko) | 2016-08-03 |
| WO2016117753A1 (fr) | 2016-07-28 |
| KR101646866B1 (ko) | 2016-08-09 |
| CN106030003A (zh) | 2016-10-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104727441A (zh) | 一种预应力装配式混凝土梁柱节点构造及其施工方法 | |
| CN107849831A (zh) | 用于使用预制底板和钢管混凝土桁架梁来顶推/建造桥梁的方法 | |
| US2786349A (en) | Prestressed concrete building | |
| CN102864742A (zh) | 一种斜拉桥先滑后固型组合钢锚箱锚固装置及其施工方法 | |
| CN106030003B (zh) | 张拉锚固到楼承板端部的大跨度耐火楼承板的钢筋束锚固系统及其施工方法 | |
| CN111677327A (zh) | 一种预应力撑杆加固混凝土梁结构 | |
| CN110846997A (zh) | 一种预制预应力钢与混凝土拼接连续组合梁及施工方法 | |
| CN115387234A (zh) | 一种超高菱形塔墩下横梁的模板系统及施工方法 | |
| KR20140144035A (ko) | 외적 프리스트레싱 긴장정착 메커니즘을 이용한 프리스트레스 복합거더 구조체 시공방법 | |
| CN108060738A (zh) | 一种后张预应力分段拼装预制双t板结构及拼装方法 | |
| CN115288034A (zh) | 一种大跨度钢混叠合梁的主梁无索区梁段施工方法 | |
| KR101251118B1 (ko) | 교량의 정모멘트 구간에 사용되는 프리스트레스트 콘크리트를 이용한 강박스 합성거더의 제작방법 | |
| JP3877995B2 (ja) | 張弦桁橋の構築方法 | |
| CN102852279A (zh) | 一种凸凹叠合面的预应力钢筋砼叠合梁 | |
| KR101326170B1 (ko) | 연결부 정착단을 구비한 피에스씨 거더 세그먼트, 이를 이용한 피에스씨 거더 및 모듈러 피에스씨 거더교 시공방법 | |
| CN102933776B (zh) | 预制复合结构大梁、地板系统和用于形成地板系统的方法 | |
| KR101119050B1 (ko) | 에이치 형강 매립 구조 | |
| CN104562944A (zh) | 大跨径叠合梁斜拉桥边钢箱临时锚固体系 | |
| KR101329372B1 (ko) | 해체 가능한 텐던을 적용한 슬림플로어 공법의 데크플레이트 처짐 제어구조 및 그의 시공 방법 | |
| KR101664997B1 (ko) | 프리캐스트 t 타입 모듈형 합성 라멘교의 시공 방법 및 그 시공방법에 의해 시공된 합성 라멘교, 그리고 그 합성 라멘교를 시공하기 위한 구조물 | |
| CN105952024B (zh) | 预制式墙体连接结构及运用该连接结构的预制式房屋建筑 | |
| KR101752285B1 (ko) | 광폭 psc 하부플랜지와 단면확대용 상부플랜지를 갖는 하이브리드 보 및 이를 이용한 구조물 | |
| JP7266808B1 (ja) | 主桁連続化剛結合工法 | |
| KR20180011528A (ko) | 트러스 작용을 활용한 프리스트레스트 하이브리드 합성보 | |
| JP2012154060A (ja) | 主桁の連続化構造 |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |