MX2017006104A - Miembro de paramento para pared de retencion de suelo reforzado, estructura de pared de retencion de suelo reforzado que utiliza el miembro de paramento, y metodo de construccion para material de refuerzo de fibra tipo banda para pared de retencion de suelo reforzado. - Google Patents
Miembro de paramento para pared de retencion de suelo reforzado, estructura de pared de retencion de suelo reforzado que utiliza el miembro de paramento, y metodo de construccion para material de refuerzo de fibra tipo banda para pared de retencion de suelo reforzado.Info
- Publication number
- MX2017006104A MX2017006104A MX2017006104A MX2017006104A MX2017006104A MX 2017006104 A MX2017006104 A MX 2017006104A MX 2017006104 A MX2017006104 A MX 2017006104A MX 2017006104 A MX2017006104 A MX 2017006104A MX 2017006104 A MX2017006104 A MX 2017006104A
- Authority
- MX
- Mexico
- Prior art keywords
- reinforced
- facing member
- soil retaining
- reinforcing material
- wall
- Prior art date
Links
- 239000002689 soil Substances 0.000 title abstract 8
- 239000012779 reinforcing material Substances 0.000 title abstract 7
- 239000000835 fiber Substances 0.000 title abstract 4
- 238000010276 construction Methods 0.000 title 1
- 238000003780 insertion Methods 0.000 abstract 3
- 230000037431 insertion Effects 0.000 abstract 3
- 238000000034 method Methods 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Retaining Walls (AREA)
Abstract
La presente invención se refiere a una estructura de pared de retención de suelo reforzado que permite una conexión rápida y fácil de un material de refuerzo de fibra tipo banda, puede proporcionar varios métodos de conexión para el mismo, y evita que la tensión se concentre en una parte de conexión con un miembro de paramento durante el hundimiento de un cuerpo de suelo reforzado, la estructura de pared de retención de suelo reforzado comprende: un miembro (10) de paramento que tiene un orificio (20) de inserción de material de refuerzo enterrado en el mismo, y un material (30) de tensión de fibra tipo banda que se ajusta en el orificio (20) de inserción de material de refuerzo del miembro (10) de paramento y se coloca sobre un cuerpo (G) de suelo reforzado, en donde el orificio (20) de inserción de material de refuerzo comprende: dos entradas (21, 22) las cuales se abren cada una hacia el lado (12) posterior del miembro (10) del paramento, y se separan de lado a lado; y una trayectoria (23) pasante en la cual un radio de curvatura predeterminado se forma a partir de las dos entradas (21, 22) en el interior del lado (12) posterior del miembro (10) de paramento, en donde las dos entradas (21, 22) tienen una superficie interior (21a, 22a) abierta perpendicularmente a lado (12) posterior del miembro (10) de paramento y tiene una superficie (21b, 22b) exterior abierta con el lado frontal de la misma que es amplio y el lado posterior de la misma que es estrecho con respecto al lado (12) posterior del miembro (10) de paramentos, por lo que un material (30) de refuerzo de fibra tipo banda flexible se inserta en una de las entradas (21, o 22) y se extrae a través de la otra entrada (22 ó 21), y después se conecta, se coloca en el cuerpo de suelo reforzado y se entierra.
Applications Claiming Priority (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20140178293 | 2014-12-11 | ||
| KR20150003151 | 2015-01-09 | ||
| KR20150014728 | 2015-01-30 | ||
| KR20150021010 | 2015-02-11 | ||
| KR20150031453 | 2015-03-06 | ||
| KR1020150033894A KR101528238B1 (ko) | 2014-12-11 | 2015-03-11 | 보강토 옹벽용 띠형 섬유보강재의 시공방법 |
| PCT/KR2015/002386 WO2016093432A1 (ko) | 2014-12-11 | 2015-03-12 | 보강토 옹벽용 페이싱 부재, 이 페이싱 부재를 사용한 보강토 옹벽 구조물 및 보강토 옹벽용 띠형 섬유보강재의 시공방법 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| MX2017006104A true MX2017006104A (es) | 2017-07-27 |
Family
ID=53503286
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| MX2017006104A MX2017006104A (es) | 2014-12-11 | 2015-03-12 | Miembro de paramento para pared de retencion de suelo reforzado, estructura de pared de retencion de suelo reforzado que utiliza el miembro de paramento, y metodo de construccion para material de refuerzo de fibra tipo banda para pared de retencion de suelo reforzado. |
Country Status (18)
| Country | Link |
|---|---|
| US (1) | US10392772B2 (es) |
| EP (1) | EP3231944A4 (es) |
| JP (1) | JP6422587B2 (es) |
| KR (2) | KR101528238B1 (es) |
| CN (1) | CN107002378A (es) |
| AU (1) | AU2015362355B2 (es) |
| BR (1) | BR112017012532A2 (es) |
| CA (1) | CA2966320C (es) |
| CL (1) | CL2017001378A1 (es) |
| CO (1) | CO2017005756A2 (es) |
| EC (1) | ECSP17035758A (es) |
| GT (1) | GT201700123A (es) |
| IL (1) | IL251751A0 (es) |
| MX (1) | MX2017006104A (es) |
| PE (1) | PE20171114A1 (es) |
| PH (1) | PH12017500793A1 (es) |
| RU (1) | RU2658423C1 (es) |
| WO (1) | WO2016093432A1 (es) |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR3025815B1 (fr) * | 2015-07-07 | 2016-12-30 | Terre Armee Int | Insert de moulage et bloc de parement avec un tel insert |
| KR20170011117A (ko) | 2015-07-21 | 2017-02-02 | 주식회사 한포스 | 성토재에 의한 섬유보강재 손상을 방지할 수 있는 섬유보강재 보강 시공방법 |
| KR20170011707A (ko) | 2015-07-24 | 2017-02-02 | 주식회사 한포스 | 성토재에 의한 섬유보강재 손상을 방지할 수 있는 섬유보강재 및 그 제조 방법 |
| EP3775394A4 (en) * | 2018-03-28 | 2021-05-26 | Tensar International Corporation | GEOSYNTHETIC REINFORCED WALL PANELS INCLUDING FRET-TYPE ELEMENTS OF SOIL REINFORCEMENT AND RETAINING WALL SYSTEM FORMED THEREOF |
| KR20200024981A (ko) * | 2018-08-28 | 2020-03-10 | 이장원 | 보강토옹벽구조 및 그 시공방법 |
| RU2714732C1 (ru) * | 2018-12-27 | 2020-02-19 | федеральное государственное бюджетное образовательное учреждение высшего образования "Южно-Российский государственный политехнический университет (НПИ) имени М.И. Платова" | Берегозащитное грунтоармированное сооружение в условиях слабых грунтов на наполняемом основании и способ его возведения |
| WO2020227398A1 (en) * | 2019-05-07 | 2020-11-12 | E.C. Manufacturing, LLC | Landscaping walls, systems and methods |
| USD915626S1 (en) * | 2019-07-05 | 2021-04-06 | Hanforce, Co., Ltd | Sleeve for inserting reinforcement material for retaining wall panel |
| KR102034144B1 (ko) * | 2019-07-30 | 2019-11-08 | 주식회사 한포스 | 보강토 옹벽 축조용 패널 |
| US11507186B2 (en) | 2019-11-14 | 2022-11-22 | Toyota Motor Engineering & Manufacturing North America, Inc. | Liquid crystal elastomer-based touchpad systems and methods with rich haptic feedback for precision operation |
| KR20210065624A (ko) | 2019-11-27 | 2021-06-04 | 주식회사 한포스 | 보강토 옹벽 축조용 블록형 패널 |
| KR102321304B1 (ko) | 2020-01-03 | 2021-11-03 | 주식회사 한포스 | 보강토 옹벽용 페이싱 부재에 매설되는 슬리브 및 이 슬리브를 갖는 페이싱 부재 |
| KR20210092004A (ko) | 2020-01-15 | 2021-07-23 | 주식회사 한포스 | 보강재 연결용 슬리브가 내장된 페이싱 부재의 건식 성형방법 |
| KR102339209B1 (ko) * | 2020-06-01 | 2021-12-14 | 주식회사 한포스 | 보강토 옹벽지지용 띠형 섬유보강재의 연속시공방법 및 이 방법에 사용되는 슬라이드 클립 |
| CN113536594B (zh) * | 2021-08-09 | 2023-03-24 | 江西理工大学 | 一种纤维增强充填体的破裂预测方法 |
| KR102586027B1 (ko) * | 2022-02-11 | 2023-10-06 | 한국건설기술연구원 | 절토부 옹벽의 보강재와 앵커 연결용 브라켓 및 이를 이용한 보강재 연결방법 |
| KR102598492B1 (ko) * | 2023-08-11 | 2023-11-06 | 주식회사 구마에스앤씨(S＆C) | 패널식 보강토 옹벽 구조체 및 그 시공방법 |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1303672A1 (ru) * | 1985-12-24 | 1987-04-15 | Проектный И Научно-Исследовательский Институт "Харьковский Промстройниипроект" | Подпорна стенка |
| JPH0756349Y2 (ja) * | 1993-10-19 | 1995-12-25 | 建設基礎エンジニアリング株式会社 | 擁壁ブロックのアンカー |
| CA2182430A1 (en) * | 1995-08-18 | 1997-02-19 | Michael Joseph Cowell | Facing element for a stabilised earth structure |
| CN2426497Y (zh) * | 2000-05-23 | 2001-04-11 | 秦鹏飞 | 条石面板加筋挡墙与筋带间的连接构造 |
| EP1402120A1 (en) * | 2001-07-05 | 2004-03-31 | VSL International AG | Assembly device for use in reinforced soil construction |
| JP3773495B2 (ja) * | 2003-02-28 | 2006-05-10 | 強化土エンジニヤリング株式会社 | 補強土工法 |
| KR100660356B1 (ko) * | 2004-10-19 | 2006-12-21 | 이정수 | 조립식 보강토 옹벽 지지용 띠형 섬유보강재의 시공방법및 이 시공방법에 사용되는 띠형 섬유보강재 |
| FR2878268B1 (fr) | 2004-11-25 | 2007-02-09 | Freyssinet Internat Stup Soc P | Ouvrage en sol renforce et elements de parement pour sa construction |
| RU2276230C1 (ru) * | 2004-12-08 | 2006-05-10 | Открытое акционерное общество "Научно-исследовательский институт транспортного строительства" (ОАО ЦНИИС) | Дорожная насыпь с подпорной стенкой, способ ее сооружения и железобетонный блок для сооружения подпорной стенки |
| WO2007004772A1 (en) * | 2005-07-04 | 2007-01-11 | Jeung Su Lee | A block for constructing reinforced earth wall |
| KR100615472B1 (ko) * | 2006-01-24 | 2006-08-25 | 이정수 | 보강토 옹벽 지지용 띠형 섬유보강재 및 이의 시공방법 |
| JP5160909B2 (ja) * | 2008-01-21 | 2013-03-13 | ヒロセ株式会社 | 壁面ブロック及びそれを用いた擁壁構造 |
| KR20100036494A (ko) * | 2008-09-30 | 2010-04-08 | 정재영 | 부착고리 없는 패널에 띠형섬유보강재를 결속하는 보강토옹벽 구조. |
| AU2010349356B2 (en) * | 2010-03-25 | 2016-10-27 | Terre Armee Internationale | Building with reinforced ground |
| KR200453027Y1 (ko) | 2010-10-28 | 2011-03-31 | (주)동진건설산업 | 띠형 섬유 보강재의 연결이 용이한 옹벽 축조용 블록 |
| CN202039339U (zh) * | 2011-04-25 | 2011-11-16 | 重庆市永固工程拉筋带厂有限公司 | 折叠式加筋带 |
| KR20140134150A (ko) * | 2013-05-13 | 2014-11-21 | 주식회사 한포스 | 보강토 옹벽용 블록 |
-
2015
- 2015-03-11 KR KR1020150033894A patent/KR101528238B1/ko active IP Right Grant
- 2015-03-12 WO PCT/KR2015/002386 patent/WO2016093432A1/ko active Application Filing
- 2015-03-12 AU AU2015362355A patent/AU2015362355B2/en not_active Ceased
- 2015-03-12 CA CA2966320A patent/CA2966320C/en not_active Expired - Fee Related
- 2015-03-12 JP JP2017538563A patent/JP6422587B2/ja active Active
- 2015-03-12 MX MX2017006104A patent/MX2017006104A/es unknown
- 2015-03-12 EP EP15867809.4A patent/EP3231944A4/en not_active Withdrawn
- 2015-03-12 RU RU2017120033A patent/RU2658423C1/ru not_active IP Right Cessation
- 2015-03-12 US US15/521,711 patent/US10392772B2/en active Active
- 2015-03-12 PE PE2017000985A patent/PE20171114A1/es unknown
- 2015-03-12 BR BR112017012532-3A patent/BR112017012532A2/pt not_active Application Discontinuation
- 2015-03-12 CN CN201580059877.0A patent/CN107002378A/zh active Pending
- 2015-04-27 KR KR1020150058675A patent/KR101534541B1/ko active IP Right Grant
-
2017
- 2017-04-18 IL IL251751A patent/IL251751A0/en unknown
- 2017-04-27 PH PH12017500793A patent/PH12017500793A1/en unknown
- 2017-05-30 CL CL2017001378A patent/CL2017001378A1/es unknown
- 2017-06-08 EC ECIEPI201735758A patent/ECSP17035758A/es unknown
- 2017-06-09 CO CONC2017/0005756A patent/CO2017005756A2/es unknown
- 2017-06-09 GT GT201700123A patent/GT201700123A/es unknown
Also Published As
| Publication number | Publication date |
|---|---|
| CO2017005756A2 (es) | 2017-06-20 |
| CA2966320A1 (en) | 2016-06-16 |
| EP3231944A1 (en) | 2017-10-18 |
| CA2966320C (en) | 2018-04-03 |
| GT201700123A (es) | 2019-05-01 |
| US10392772B2 (en) | 2019-08-27 |
| JP2017531115A (ja) | 2017-10-19 |
| RU2658423C1 (ru) | 2018-06-21 |
| JP6422587B2 (ja) | 2018-11-14 |
| ECSP17035758A (es) | 2017-06-30 |
| CL2017001378A1 (es) | 2017-12-22 |
| EP3231944A4 (en) | 2018-08-08 |
| BR112017012532A2 (pt) | 2018-03-13 |
| KR101528238B1 (ko) | 2015-06-11 |
| IL251751A0 (en) | 2017-06-29 |
| CN107002378A (zh) | 2017-08-01 |
| PE20171114A1 (es) | 2017-08-07 |
| US20180044878A1 (en) | 2018-02-15 |
| AU2015362355A1 (en) | 2017-06-08 |
| PH12017500793A1 (en) | 2017-10-02 |
| AU2015362355B2 (en) | 2018-08-09 |
| KR101534541B1 (ko) | 2015-07-07 |
| WO2016093432A1 (ko) | 2016-06-16 |
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