MX367213B - Cimiento. - Google Patents
Cimiento.Info
- Publication number
- MX367213B MX367213B MX2018009443A MX2018009443A MX367213B MX 367213 B MX367213 B MX 367213B MX 2018009443 A MX2018009443 A MX 2018009443A MX 2018009443 A MX2018009443 A MX 2018009443A MX 367213 B MX367213 B MX 367213B
- Authority
- MX
- Mexico
- Prior art keywords
- raft
- layer
- platform
- slabs
- 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
Un cimiento de doble platea (1) para construcciones comprende: una plata inferior (3), un estrato (4) de un material con un bajo coeficiente de fricción aplicado sobre la platea inferior (3), una plataforma que comprende bloques (5) de material con un bajo coeficiente de fricción, colocada de manera corrediza en tal estrato (4), una platea superior (6) unida a tal plataforma de bloque (5) y una súper-estructura (60) unida a la platea superior (6); en donde la platea superior (6) se coloca en la platea inferior (3) de tal manera que, en caso de un terremoto, tal plataforma de bloques (5) de la platea superior puede deslizarse de manera corrediza sobre tal estrato (4) de la platea inferior, permitiendo que la platea superior se mueva de manera relativa con respecto a la platea inferior.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITUB20160366 | 2016-02-04 | ||
PCT/EP2017/051281 WO2017133911A1 (en) | 2016-02-04 | 2017-01-23 | Foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
MX2018009443A MX2018009443A (es) | 2018-09-21 |
MX367213B true MX367213B (es) | 2019-08-09 |
Family
ID=55969237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MX2018009443A MX367213B (es) | 2016-02-04 | 2017-01-23 | Cimiento. |
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 |
ATE203075T1 (de) * | 1995-08-17 | 2001-07-15 | Roland Beck | Verfahren zum unterfangen von bauwerken |
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 |
CN104471158A (zh) * | 2012-05-14 | 2015-03-25 | Nev-X系统有限公司 | 建筑物基础 |
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 MA MA043950A patent/MA43950A/fr unknown
- 2017-01-23 PE PE2018001374A patent/PE20181443A1/es unknown
- 2017-01-23 WO PCT/EP2017/051281 patent/WO2017133911A1/en active Application Filing
- 2017-01-23 CN CN201780020378.XA patent/CN108884653B/zh active Active
- 2017-01-23 RU RU2018131178A patent/RU2720209C2/ru active
- 2017-01-23 CA CA3015706A patent/CA3015706A1/en active Pending
- 2017-01-23 JP JP2018540018A patent/JP6886980B2/ja active Active
- 2017-01-23 MX MX2018009443A patent/MX367213B/es active IP Right Grant
- 2017-01-23 EP EP17701461.0A patent/EP3411532B1/en active Active
- 2017-01-23 US US16/073,925 patent/US10508403B2/en active 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 |
---|---|
JP2019505705A (ja) | 2019-02-28 |
RU2018131178A (ru) | 2020-03-04 |
PH12018501791A1 (en) | 2019-06-17 |
US20190040603A1 (en) | 2019-02-07 |
EP3411532A1 (en) | 2018-12-12 |
MA43950A (fr) | 2018-12-12 |
CL2018002091A1 (es) | 2018-09-28 |
EP3411532B1 (en) | 2022-08-10 |
CN108884653B (zh) | 2021-10-29 |
US10508403B2 (en) | 2019-12-17 |
RU2720209C2 (ru) | 2020-04-28 |
WO2017133911A1 (en) | 2017-08-10 |
CA3015706A1 (en) | 2017-08-10 |
MX2018009443A (es) | 2018-09-21 |
CN108884653A (zh) | 2018-11-23 |
JP6886980B2 (ja) | 2021-06-16 |
PE20181443A1 (es) | 2018-09-12 |
RU2018131178A3 (es) | 2020-03-04 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG | Grant or registration |