NO20055973L - Brokran med autojusterende forspenning - Google Patents
Brokran med autojusterende forspenningInfo
- Publication number
- NO20055973L NO20055973L NO20055973A NO20055973A NO20055973L NO 20055973 L NO20055973 L NO 20055973L NO 20055973 A NO20055973 A NO 20055973A NO 20055973 A NO20055973 A NO 20055973A NO 20055973 L NO20055973 L NO 20055973L
- Authority
- NO
- Norway
- Prior art keywords
- auto
- bias
- bridge crane
- prestressing
- controller
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Escalators And Moving Walkways (AREA)
- Agricultural Machines (AREA)
- Paper (AREA)
Abstract
Oppfinnelsen vedrører en stillasbro for bruk ved bygging av broer, viadukter og andre konstruksjoner. Stillasbroen er forsynt med et system som automatisk stiller inn forspenningen til stillasbroens struktur i samsvar med de ytre påvirkninger under belastning. Innstillingen av forspenningen skjer ved hjelp av minst en sensor (2) som overvåker strukturen. Sensorene sender disse målingene til en kontroller (6). Kontrolleren (6) kan da aktivere minst en aktuator som endrer spenningen i strukturens forspenningskabel eller - kabler. En av de mange fordeler med oppfinnelsen er at det vil være mulig å benytte en stor grad av forspenning uten at dette gir uønskede deformasjoner i hovedstrukturen (1) når denne ikke er under en ytre belastning.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PT102968A PT102968B (pt) | 2003-06-06 | 2003-06-06 | Cimbre com pré-esforço auto-ajustável e um método de reforçar cimbres recorrendoa pré-esforço auto-ajustável |
PCT/PT2004/000011 WO2004109018A1 (en) | 2003-06-06 | 2004-06-03 | Gantry with auto-adjusting prestressing |
Publications (2)
Publication Number | Publication Date |
---|---|
NO20055973L true NO20055973L (no) | 2006-01-31 |
NO338822B1 NO338822B1 (no) | 2016-10-24 |
Family
ID=33509755
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO20055973A NO338822B1 (no) | 2003-06-06 | 2005-12-15 | Stillasbro med autojusterende forspenning |
Country Status (28)
Country | Link |
---|---|
US (1) | US7366634B2 (no) |
EP (1) | EP1639203B1 (no) |
JP (1) | JP4790600B2 (no) |
KR (1) | KR101152365B1 (no) |
CN (1) | CN1816665B (no) |
AU (1) | AU2004245872B2 (no) |
BG (1) | BG66412B1 (no) |
BR (1) | BRPI0411058B8 (no) |
CA (1) | CA2528099C (no) |
CO (1) | CO5721024A2 (no) |
CU (1) | CU23266A3 (no) |
CY (1) | CY1116058T1 (no) |
DK (1) | DK1639203T3 (no) |
EA (1) | EA007676B1 (no) |
EG (1) | EG24035A (no) |
ES (1) | ES2530065T3 (no) |
HK (1) | HK1094343A1 (no) |
HR (1) | HRP20150020T1 (no) |
IL (1) | IL172296A (no) |
MA (1) | MA27920A1 (no) |
NO (1) | NO338822B1 (no) |
NZ (1) | NZ544520A (no) |
PL (1) | PL1639203T3 (no) |
PT (1) | PT102968B (no) |
SI (1) | SI1639203T1 (no) |
UA (1) | UA88614C2 (no) |
WO (1) | WO2004109018A1 (no) |
ZA (1) | ZA200600108B (no) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102071648A (zh) * | 2011-01-19 | 2011-05-25 | 龙建路桥股份有限公司 | 施工中箱型钢主梁矫正方法及矫正装置 |
CN103061243A (zh) * | 2013-01-30 | 2013-04-24 | 福州大学 | 一种预应力钢管混凝土组合桁梁及其施工方法 |
CN104018427A (zh) * | 2014-05-14 | 2014-09-03 | 中铁大桥勘测设计院集团有限公司 | 一种全焊接箱桁组合节段建造方法 |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070271762A1 (en) * | 2006-05-25 | 2007-11-29 | Actuant Corporation | System and method for automatically stressing mono-strand tendons |
KR101053087B1 (ko) * | 2010-09-29 | 2011-08-01 | 금호이엔씨 주식회사 | Fbg 광섬유 응력측정센서가 내장된 ipc 거더를 이용한 교량시공방법 |
DE102013208018A1 (de) | 2013-05-02 | 2014-11-20 | Bilfinger Construction GmbH | Gerüst für die Erstellung baulicher Anlagen |
CN104018429B (zh) * | 2014-06-26 | 2016-04-06 | 中铁十九局集团第七工程有限公司 | 一种软基处悬臂梁直线段施工支架系统及其搭设方法 |
CN104018430A (zh) * | 2014-06-27 | 2014-09-03 | 河南省中原起重机械总厂 | 一种双主梁门式架桥机 |
CN106120570B (zh) * | 2016-08-29 | 2018-07-24 | 中交第二航务工程局有限公司 | 一种用于帽梁二次施工的作业平台 |
KR101941945B1 (ko) * | 2018-05-03 | 2019-01-24 | 한국시설안전공단 | 빅데이터 기반 능동형 교량 거더 인장응력 제어 장치 및 방법 |
CN111176195B (zh) * | 2020-02-12 | 2021-03-26 | 杭州金伙伴智能科技有限公司 | 一种桥梁施工监控系统 |
CN112525091B (zh) * | 2020-11-04 | 2022-07-08 | 中铁大桥局第七工程有限公司 | 一种钢箱桁拱桥安装定位及监测一体化的施工方法 |
EP4320310A1 (en) * | 2021-04-09 | 2024-02-14 | SNBC Inc. | Transportable modular bridge |
CN114991014B (zh) * | 2022-06-08 | 2024-07-09 | 贵州铁马科技有限公司 | 一种跨座式单轨高架轨道架桥机 |
WO2024143529A1 (ja) * | 2022-12-28 | 2024-07-04 | 株式会社ニコン | 橋梁製作プロセス及び監視方法 |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1101477B (de) * | 1959-06-23 | 1961-03-09 | Gruen & Bilfinger Ag | Verfahren zum Ausgleichen der Verformung von Lehrgeruesten |
US3909863A (en) * | 1972-09-11 | 1975-10-07 | Krupp Gmbh | Bridge crane girder |
US4039086A (en) * | 1976-07-14 | 1977-08-02 | Ray Louis F | Load balance, double bucket cable stay crane with load sensing means |
GB2051919B (en) * | 1979-06-02 | 1983-01-19 | Gleeson M | Stiffened elongate support member |
GB2073296B (en) | 1980-03-24 | 1983-06-02 | Tileman & Co Ltd | Apparatus for use in concreting multiple section elevated structures |
US5154561A (en) * | 1990-04-11 | 1992-10-13 | Lee Donald E | Automated all-weather cargo transfer system |
CN2234459Y (zh) * | 1995-10-16 | 1996-09-04 | 铁道部第一工程局第三工程处 | 单臂三立柱步进式架桥机 |
US6524050B1 (en) * | 1998-03-10 | 2003-02-25 | Acta Maritime Development Corporation | Container transfer terminal system and method |
JP2000186944A (ja) * | 1998-12-21 | 2000-07-04 | Takenaka Komuten Co Ltd | 自己検知機能あるいは自己修復機能を有する構造物及び構造部材 |
KR100380637B1 (ko) | 1999-05-10 | 2003-04-16 | 주식회사 인터컨스텍 | 교량의 내하력이 조정되는 프리스트레스트 콘크리트 거더및 이를 이용한 교량의 내하력 조정방법 |
CN1247918A (zh) * | 1999-09-06 | 2000-03-22 | 陈国华 | 全方位液压步进式架桥机 |
KR20010036486A (ko) | 1999-10-08 | 2001-05-07 | 박상일 | 다단계 긴장식 프리스트레스트 거더의 설계 방법 및 거더의 제조방법 |
CN2418156Y (zh) * | 2000-04-28 | 2001-02-07 | 秦皇岛市北戴河机械厂 | 双导梁架桥机 |
AU2001296607A1 (en) | 2000-10-03 | 2002-04-15 | University Of Pittsburgh Of The Commonwealth System Of Higher Education | High efficiency regulatable gene expression system |
KR20020029233A (ko) * | 2000-10-12 | 2002-04-18 | 박재만 | 구조물의 중앙부 수직 인장형 내하력 증진공법 및 그 장치 |
CN2480412Y (zh) * | 2001-06-12 | 2002-03-06 | 王建民 | 架桥专用施工临时平台 |
-
2003
- 2003-06-06 PT PT102968A patent/PT102968B/pt active IP Right Grant
-
2004
- 2004-06-03 JP JP2006508562A patent/JP4790600B2/ja not_active Expired - Fee Related
- 2004-06-03 CN CN200480018798.7A patent/CN1816665B/zh not_active Expired - Fee Related
- 2004-06-03 PL PL04736019T patent/PL1639203T3/pl unknown
- 2004-06-03 ES ES04736019.3T patent/ES2530065T3/es not_active Expired - Lifetime
- 2004-06-03 DK DK04736019.3T patent/DK1639203T3/en active
- 2004-06-03 AU AU2004245872A patent/AU2004245872B2/en not_active Ceased
- 2004-06-03 US US10/559,722 patent/US7366634B2/en active Active
- 2004-06-03 KR KR1020057023372A patent/KR101152365B1/ko active IP Right Grant
- 2004-06-03 UA UAA200600152A patent/UA88614C2/uk unknown
- 2004-06-03 NZ NZ544520A patent/NZ544520A/en not_active IP Right Cessation
- 2004-06-03 BR BRPI0411058A patent/BRPI0411058B8/pt not_active IP Right Cessation
- 2004-06-03 EA EA200501940A patent/EA007676B1/ru not_active IP Right Cessation
- 2004-06-03 EP EP04736019.3A patent/EP1639203B1/en not_active Expired - Lifetime
- 2004-06-03 WO PCT/PT2004/000011 patent/WO2004109018A1/en active Application Filing
- 2004-06-03 CA CA002528099A patent/CA2528099C/en not_active Expired - Fee Related
- 2004-06-03 SI SI200432210T patent/SI1639203T1/sl unknown
-
2005
- 2005-11-30 IL IL172296A patent/IL172296A/en active IP Right Grant
- 2005-12-05 EG EGNA2005000788 patent/EG24035A/xx active
- 2005-12-06 CU CU20050251A patent/CU23266A3/es unknown
- 2005-12-15 NO NO20055973A patent/NO338822B1/no not_active IP Right Cessation
- 2005-12-20 CO CO05128100A patent/CO5721024A2/es active IP Right Grant
-
2006
- 2006-01-04 BG BG109405A patent/BG66412B1/bg unknown
- 2006-01-05 ZA ZA200600108A patent/ZA200600108B/en unknown
- 2006-01-05 MA MA28697A patent/MA27920A1/fr unknown
-
2007
- 2007-02-07 HK HK07101394.3A patent/HK1094343A1/xx not_active IP Right Cessation
-
2015
- 2015-01-08 CY CY20151100021T patent/CY1116058T1/el unknown
- 2015-01-09 HR HRP20150020TT patent/HRP20150020T1/hr unknown
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102071648A (zh) * | 2011-01-19 | 2011-05-25 | 龙建路桥股份有限公司 | 施工中箱型钢主梁矫正方法及矫正装置 |
CN103061243A (zh) * | 2013-01-30 | 2013-04-24 | 福州大学 | 一种预应力钢管混凝土组合桁梁及其施工方法 |
CN104018427A (zh) * | 2014-05-14 | 2014-09-03 | 中铁大桥勘测设计院集团有限公司 | 一种全焊接箱桁组合节段建造方法 |
Also Published As
Similar Documents
Publication | Publication Date | Title |
---|---|---|
NO20055973L (no) | Brokran med autojusterende forspenning | |
NO20085403L (no) | Midlertidig bro | |
WO2001078697A3 (en) | Method and compositions for the treatment of allergic conditions using pgd2 receptor antagonists | |
CN104790301B (zh) | 一种索式桥体系转换吊索张拉一次到位施工方法 | |
NO20044907L (no) | Fremgangsmate for reparasjon av en beskyttende kledning i en industriell reaksjons- eller transportbeholder | |
Wang et al. | Buckling of a weakened column | |
Linzell | Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight | |
Jukes et al. | FAILURE OF BRICK TRIPLET TEST SPECIMENS | |
ATE325773T1 (de) | Gerätekran, insbesondere kamerakran | |
Alvarez | Some topics of the seismic behavior of confined masonry structures | |
NO20035779L (no) | Fremgangsmate for beskyttelse av byggverk med ytre forspente kabler, samt sikkerhetsutstyr for gjennomforing av fremgangsmaten. | |
AUPERIN et al. | Structural control: point of view of a civil engineering company in the field of cable-supported structures | |
Dick | Bending moment approximation analysis for use in fatigue life evaluation of steel railway girder bridges | |
Bergmeister et al. | Lateral elastic stability of slender arches for bridges including deck slenderness | |
Oh et al. | An Improved Method for the Evaluation of Load Carrying Capacity of Existing Bridges | |
Dai et al. | The special analysis of internal force on cable-stayed bridge without back stay over Liuyang River in Changsha. | |
NO20025926D0 (no) | System og metode for fluidoverföring | |
Fabbrocino et al. | Two-layers jacketing for column drums | |
Van Bogaert | Criteria for erection tolerances of steel tied arch bridges | |
Kwak et al. | Flexural Capacity of the Encased (Slim Floor) Composite Beams with Web Openings-Deep Deck Plate and Asymmetric Steel Beam to be Welded Cover Plate | |
Zhou | Using Reinforced Concrete Yoke To Strengthen Arch Bridges: Fracture Mechanism Analysis And Computation Mode | |
Stepanova et al. | Small-sized microprocessor strain-gauge system. | |
Zhang et al. | Research and application of optimum adjustment of cable force for congruence beam cable-stayed bridge during construction stage | |
Kitching | Last lap for Rion-Antirion. | |
MORI et al. | Fatigue strength of flange gusset welded joints repaired by bolting-stop-hole method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM1K | Lapsed by not paying the annual fees |