PE20181443A1 - Cimentacion - Google Patents
CimentacionInfo
- Publication number
- PE20181443A1 PE20181443A1 PE2018001374A PE2018001374A PE20181443A1 PE 20181443 A1 PE20181443 A1 PE 20181443A1 PE 2018001374 A PE2018001374 A PE 2018001374A PE 2018001374 A PE2018001374 A PE 2018001374A PE 20181443 A1 PE20181443 A1 PE 20181443A1
- Authority
- PE
- Peru
- Prior art keywords
- slab
- layer
- upper slab
- lower slab
- joined
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Emergency Management (AREA)
- Business, Economics & Management (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Foundations (AREA)
- Vibration Prevention Devices (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Revetment (AREA)
Abstract
Cimentacion (1) sobre losas dobles para edifidos que comprende: una losa (3) inferior, una capa (4) de material con un bajo coeficiente de rozamiento aplicada sobre la losa (3) inferior, una plataforma que comprende placas (5) coplanares de material con un bajo coeficiente de rozamiento, dispuesta de manera deslizante sobre dicha capa (4), una losa (6) superior unida con dicha plataforma de placas (5), y una superestructura (60) unida a la losa (6) superior, en la que la losa (6) superior esta dispuesta sobre la losa (3) inferior de tal manera que, en caso de terremoto, dicha plataforma de placas (5) de la losa superior puede deslizarse sobre dicha capa (4) de la losa inferior, permitiendo que la losa superior se mueva relativamente con respecto a la losa inferior.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITUB20160366 | 2016-02-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| PE20181443A1 true PE20181443A1 (es) | 2018-09-12 |
Family
ID=55969237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PE2018001374A PE20181443A1 (es) | 2016-02-04 | 2017-01-23 | Cimentacion |
Country Status (12)
| Country | Link |
|---|---|
| US (1) | US10508403B2 (es) |
| EP (1) | EP3411532B1 (es) |
| JP (1) | JP6886980B2 (es) |
| CN (1) | CN108884653B (es) |
| CA (1) | CA3015706A1 (es) |
| CL (1) | CL2018002091A1 (es) |
| MA (1) | MA43950A (es) |
| MX (1) | MX367213B (es) |
| PE (1) | PE20181443A1 (es) |
| PH (1) | PH12018501791A1 (es) |
| RU (1) | RU2720209C2 (es) |
| WO (1) | WO2017133911A1 (es) |
Family Cites Families (31)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US625012A (en) * | 1899-05-16 | Cloth sack for flour | ||
| US1847820A (en) * | 1929-07-11 | 1932-03-01 | Montalk Robert Wladislas De | Shock absorbing or minimizing means for buildings |
| SU625012A1 (ru) * | 1976-12-02 | 1978-09-25 | Ленинградский зональный научно-исследовательский и проектный институт типового и экспериментального проектирования жилых и общественных зданий | Многоэтажное сейсмостойкое здание |
| JPS5537944U (es) * | 1978-09-05 | 1980-03-11 | ||
| SU962558A1 (ru) * | 1980-11-21 | 1982-09-30 | Новосибирский Филиал Всесоюзного Научно-Исследовательского Института Транспортного Строительства (Сибцниис) | Сейсмостойкое здание |
| HU190300B (en) * | 1984-05-22 | 1986-08-28 | Budapesti Mueszaki Egyetem,Hu | Device for realizing progressive amortization serving for decreasing the seizmic stress of constructions |
| CN1011149B (zh) * | 1987-01-06 | 1991-01-09 | 陆建衡 | 建筑物抗震减震装置 |
| FR2619589B1 (fr) * | 1987-08-17 | 1989-11-17 | Riche Daniel | Procede de construction parasismique de batiments en beton arme |
| SU1705504A1 (ru) * | 1989-03-03 | 1992-01-15 | Государственный институт по проектированию предприятий машиностроения для животноводства и кормопроизводства "Гипроживмаш" | Фундамент зданий, сооружений |
| CN1067700A (zh) * | 1991-06-13 | 1993-01-06 | 单蕴平 | 建筑物基础上的聚四氟乙烯减震盒 |
| JP2936294B2 (ja) * | 1991-07-12 | 1999-08-23 | 株式会社竹中工務店 | 構造物の連絡通路における可動支承部の接合構造 |
| CZ292795B6 (cs) * | 1995-08-17 | 2003-12-17 | Roland Beck | Způsob podchycování staveb |
| JPH09100648A (ja) * | 1995-10-09 | 1997-04-15 | Ohbayashi Corp | 建物構造 |
| JP3822356B2 (ja) * | 1998-05-27 | 2006-09-20 | 株式会社奥村組 | ボックスカルバートトンネルの応力開放装置並びにボックスカルバートトンネルの耐震構造 |
| JP4330679B2 (ja) * | 1998-12-02 | 2009-09-16 | 株式会社竹中工務店 | すべり免震装置および免震構造 |
| JP2001262512A (ja) * | 2000-03-14 | 2001-09-26 | Sumitomo Rubber Ind Ltd | ケーブル制振装置 |
| RU2188907C1 (ru) * | 2001-02-07 | 2002-09-10 | Астраханский инженерно-строительный институт | Фундамент сейсмостойкого здания на колоннаде, расположенной в подвальном этаже |
| CA2415987A1 (en) * | 2002-09-11 | 2004-03-11 | M. Hashem El Naggar | Sliding concave foundation system |
| RU2307212C2 (ru) * | 2005-07-07 | 2007-09-27 | Виктор Гаврилович Столяров | Свайный фундамент для высокосейсмичных районов |
| JP2007284969A (ja) * | 2006-04-14 | 2007-11-01 | Panahome Corp | 建造物の免震構造およびその施工方法 |
| JP5074020B2 (ja) * | 2006-12-25 | 2012-11-14 | 株式会社竹中工務店 | 免震構造、免震構造の設計方法、及び免震建物 |
| US20080253845A1 (en) * | 2007-04-12 | 2008-10-16 | Kinji Takeuchi | Building foundation structure formed with soil improving body and raft foundation and construction method for soil improvement and raft foundation |
| CN201520979U (zh) * | 2009-05-31 | 2010-07-07 | 中国矿业大学 | 一种隔震条形基础构造 |
| JP5721333B2 (ja) * | 2010-03-09 | 2015-05-20 | Jpホーム株式会社 | 滑り基礎構造 |
| JP5919646B2 (ja) * | 2011-05-10 | 2016-05-18 | 株式会社大林組 | 免震建物の構築方法 |
| CN202152462U (zh) * | 2011-06-21 | 2012-02-29 | 罗凯 | 加固耐震型条形基础 |
| HK1204028A1 (en) * | 2012-05-14 | 2015-11-06 | Nev-X Systems Limited | Building foundation |
| JP5834223B2 (ja) * | 2013-02-27 | 2015-12-16 | 有限会社情報科学研究所 | 重量構造物の可塑性コロイドによる免震構造と免震素材 |
| CN103452145A (zh) * | 2013-05-17 | 2013-12-18 | 林建省 | 灰土桩及桩端土极限端阻力、桩周土极限侧阻力 |
| JP6384809B2 (ja) * | 2014-06-12 | 2018-09-05 | 武志 菊地 | 地震力減衰ユニット、該ユニットを使用する改良地盤並びにその施工方法 |
| JP6431335B2 (ja) * | 2014-10-31 | 2018-11-28 | 日精株式会社 | 機械式駐車場装置 |
-
2017
- 2017-01-23 WO PCT/EP2017/051281 patent/WO2017133911A1/en not_active Ceased
- 2017-01-23 EP EP17701461.0A patent/EP3411532B1/en active Active
- 2017-01-23 CN CN201780020378.XA patent/CN108884653B/zh not_active Expired - Fee Related
- 2017-01-23 CA CA3015706A patent/CA3015706A1/en active Pending
- 2017-01-23 PE PE2018001374A patent/PE20181443A1/es unknown
- 2017-01-23 US US16/073,925 patent/US10508403B2/en active Active
- 2017-01-23 MA MA043950A patent/MA43950A/fr unknown
- 2017-01-23 JP JP2018540018A patent/JP6886980B2/ja not_active Expired - Fee Related
- 2017-01-23 MX MX2018009443A patent/MX367213B/es active IP Right Grant
- 2017-01-23 RU RU2018131178A patent/RU2720209C2/ru active
-
2018
- 2018-08-03 CL CL2018002091A patent/CL2018002091A1/es unknown
- 2018-08-23 PH PH12018501791A patent/PH12018501791A1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| CN108884653B (zh) | 2021-10-29 |
| US20190040603A1 (en) | 2019-02-07 |
| MX2018009443A (es) | 2018-09-21 |
| EP3411532A1 (en) | 2018-12-12 |
| RU2018131178A3 (es) | 2020-03-04 |
| EP3411532B1 (en) | 2022-08-10 |
| WO2017133911A1 (en) | 2017-08-10 |
| RU2720209C2 (ru) | 2020-04-28 |
| JP2019505705A (ja) | 2019-02-28 |
| US10508403B2 (en) | 2019-12-17 |
| RU2018131178A (ru) | 2020-03-04 |
| CL2018002091A1 (es) | 2018-09-28 |
| PH12018501791A1 (en) | 2019-06-17 |
| JP6886980B2 (ja) | 2021-06-16 |
| MX367213B (es) | 2019-08-09 |
| CN108884653A (zh) | 2018-11-23 |
| MA43950A (fr) | 2018-12-12 |
| CA3015706A1 (en) | 2017-08-10 |
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