MX2019012825A - Segmento premoldeado para tuneles y metodo para producir y monitorear el segmento premoldeado. - Google Patents
Segmento premoldeado para tuneles y metodo para producir y monitorear el segmento premoldeado.Info
- Publication number
- MX2019012825A MX2019012825A MX2019012825A MX2019012825A MX2019012825A MX 2019012825 A MX2019012825 A MX 2019012825A MX 2019012825 A MX2019012825 A MX 2019012825A MX 2019012825 A MX2019012825 A MX 2019012825A MX 2019012825 A MX2019012825 A MX 2019012825A
- Authority
- MX
- Mexico
- Prior art keywords
- faces
- longitudinal axis
- tunnel
- longitudinal
- circumferential
- Prior art date
Links
- 238000004519 manufacturing process Methods 0.000 title 1
- 238000012544 monitoring process Methods 0.000 title 1
- 239000004568 cement Substances 0.000 abstract 1
- 238000011835 investigation Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/086—Methods of making concrete lining segments
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Geochemistry & Mineralogy (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Health & Medical Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Food Science & Technology (AREA)
- Immunology (AREA)
- Pathology (AREA)
- General Physics & Mathematics (AREA)
- General Health & Medical Sciences (AREA)
- Biochemistry (AREA)
- Analytical Chemistry (AREA)
- Physics & Mathematics (AREA)
- Medicinal Chemistry (AREA)
- Ceramic Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Segmento premoldeado para un túnel de hormigón reforzado, que comprende una estructura arqueada que tiene un refuerzo y un aglomerado de cemento que está diseñado para cubrir segmentos de túnel anulares estructuralmente repetidos para módulos que corresponden a una fracción de la sección transversal de los mismos, la estructura arqueada comprende caras radiales opuestas respectivas que yacen sobre planos que están angularmente espaciados uno de otro y que pasan a través de un eje longitudinal del túnel, caras circunferenciales opuestas respectivas que yacen sobre superficies perpendiculares al eje longitudinal y están espaciados a lo largo del eje longitudinal, caras longitudinales opuestas respectivas que yacen sobre superficies que son paralelas al eje longitudinal, las caras radiales están adaptadas para moverse hacia caras radiales respectivas de segmentos adyacentes con el fin de formar una porción de túnel anular, las caras circunferenciales están adaptadas para moverse hacia caras circunferenciales respectivas de segmentos adyacentes con el fin de formar una extensión lineal del túnel a lo largo del eje longitudinal y una cara longitudinal exterior que está a una mayor distancia que una cara longitudinal interior del eje longitudinal, se coloca en contacto con el suelo del túnel, en donde al menos un dispositivo de investigación es incorporado en la estructura arqueada del segmento premoldeado a una distancia predeterminada desde al menos una de las caras radial, circunferencial o longitudinal, para detectar parámetros estructurales predeterminados.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT102017000052365A IT201700052365A1 (it) | 2017-05-15 | 2017-05-15 | Concio prefabbricato per gallerie e metodo di realizzazione e monitoraggio ad esso associato |
| PCT/IB2018/053379 WO2018211414A1 (en) | 2017-05-15 | 2018-05-15 | Pre-cast segment for tunnels and method for producing and monitoring said pre-cast segment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| MX2019012825A true MX2019012825A (es) | 2020-07-14 |
Family
ID=59859541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| MX2019012825A MX2019012825A (es) | 2017-05-15 | 2018-05-15 | Segmento premoldeado para tuneles y metodo para producir y monitorear el segmento premoldeado. |
Country Status (13)
| Country | Link |
|---|---|
| US (1) | US20200116021A1 (es) |
| EP (1) | EP3625437B1 (es) |
| JP (1) | JP2020519798A (es) |
| CN (1) | CN110651102A (es) |
| AU (1) | AU2018270247A1 (es) |
| BR (1) | BR112019024081A2 (es) |
| CA (1) | CA3063640A1 (es) |
| CL (1) | CL2019003279A1 (es) |
| CO (1) | CO2019012148A2 (es) |
| IT (1) | IT201700052365A1 (es) |
| MX (1) | MX2019012825A (es) |
| PE (1) | PE20200450A1 (es) |
| WO (1) | WO2018211414A1 (es) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6995792B2 (ja) * | 2019-03-04 | 2022-01-17 | 大成建設株式会社 | 建物の健全性評価システム |
| JP7275368B2 (ja) * | 2019-05-21 | 2023-05-17 | 株式会社Ｉｈｉ建材工業 | 合成構造体 |
| EP3905298B1 (de) * | 2020-04-30 | 2024-05-29 | Siemens Aktiengesellschaft | Kommunikationsmodul |
| CN113532511B (zh) * | 2021-06-01 | 2022-08-09 | 中铁一局集团建筑安装工程有限公司 | 超大断面高支模与大体积混凝土结构变形监测预警方法 |
| CN113863954A (zh) * | 2021-10-20 | 2021-12-31 | 大连地铁集团有限公司 | 双层衬砌大直径盾构隧道管片健康监测布置方法 |
| CN114718446B (zh) * | 2022-04-18 | 2023-06-09 | 中铁二院工程集团有限责任公司 | 山区铁路隧道钻孔布置方法及深孔钻探方法 |
| CN114991812B (zh) * | 2022-05-11 | 2023-10-10 | 同济大学 | 一种管片隧道纵横向伺服式预应力自动控制*** |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60145305U (ja) * | 1984-03-06 | 1985-09-26 | 三菱重工業株式会社 | 内部ひずみ計測センサ |
| JP3048027B2 (ja) * | 1993-09-27 | 2000-06-05 | 岐阜工業株式会社 | トンネル用移動式型枠装置及びその型枠の位置決め方法 |
| DE19637218A1 (de) * | 1996-09-12 | 1998-03-19 | D2 Consult Dr Wagner Dr Schult | Verfahren zum Bau von Tunnelanlagen |
| JP3416875B2 (ja) * | 2000-07-24 | 2003-06-16 | 日本エルエスアイカード株式会社 | 土木・建設構造物の状態検査システム並びにそれに用いるセンサ一体型デバイス |
| WO2004046704A1 (ja) * | 2002-11-15 | 2004-06-03 | Renesas Technology Corp. | 建造物品質モニタシステム、建造物品質モニタ方法、及びそれらに用いられる半導体集積回路装置 |
| JP4366304B2 (ja) * | 2004-12-14 | 2009-11-18 | 東電設計株式会社 | セグメントピース測定装置およびシールド情報管理システム |
| JP4975420B2 (ja) * | 2006-11-28 | 2012-07-11 | 公益財団法人鉄道総合技術研究所 | 構造物の状態検出装置とその状態検出システム |
| CN100545420C (zh) * | 2007-01-26 | 2009-09-30 | 同济大学 | 隧道衬砌管片及其制备方法 |
| JP2011058199A (ja) * | 2009-09-08 | 2011-03-24 | Seiko Epson Corp | セグメント、充填判定システム及び充填判定方法 |
| FR3033586B1 (fr) * | 2015-03-13 | 2019-01-25 | Soletanche Freyssinet | Element de paroi instrumente |
| CN105890834A (zh) * | 2015-07-30 | 2016-08-24 | 中铁建设投资集团有限公司 | 一种盾构管片连接螺栓受力状态的检测方法 |
| CN105927276A (zh) * | 2016-05-05 | 2016-09-07 | 四川加联达工程技术有限公司 | 基于移动终端的地铁盾构管片姿态监测管理*** |
| CN106595918B (zh) * | 2016-11-17 | 2018-12-11 | 中国科学院武汉岩土力学研究所 | 一种盾构隧道管片外土压力的长期监测装置及方法 |
-
2017
- 2017-05-15 IT IT102017000052365A patent/IT201700052365A1/it unknown
-
2018
- 2018-05-15 MX MX2019012825A patent/MX2019012825A/es unknown
- 2018-05-15 BR BR112019024081-0A patent/BR112019024081A2/pt not_active Application Discontinuation
- 2018-05-15 EP EP18730111.4A patent/EP3625437B1/en active Active
- 2018-05-15 PE PE2019002207A patent/PE20200450A1/es unknown
- 2018-05-15 WO PCT/IB2018/053379 patent/WO2018211414A1/en unknown
- 2018-05-15 CN CN201880032019.0A patent/CN110651102A/zh active Pending
- 2018-05-15 US US16/613,216 patent/US20200116021A1/en not_active Abandoned
- 2018-05-15 CA CA3063640A patent/CA3063640A1/en not_active Abandoned
- 2018-05-15 AU AU2018270247A patent/AU2018270247A1/en not_active Abandoned
- 2018-05-15 JP JP2019563183A patent/JP2020519798A/ja active Pending
-
2019
- 2019-10-30 CO CONC2019/0012148A patent/CO2019012148A2/es unknown
- 2019-11-13 CL CL2019003279A patent/CL2019003279A1/es unknown
Also Published As
| Publication number | Publication date |
|---|---|
| IT201700052365A1 (it) | 2018-11-15 |
| AU2018270247A1 (en) | 2019-11-14 |
| EP3625437A1 (en) | 2020-03-25 |
| JP2020519798A (ja) | 2020-07-02 |
| CL2019003279A1 (es) | 2020-06-26 |
| CA3063640A1 (en) | 2018-11-22 |
| BR112019024081A2 (pt) | 2020-06-02 |
| CO2019012148A2 (es) | 2020-04-01 |
| PE20200450A1 (es) | 2020-03-02 |
| WO2018211414A1 (en) | 2018-11-22 |
| EP3625437B1 (en) | 2023-07-26 |
| CN110651102A (zh) | 2020-01-03 |
| US20200116021A1 (en) | 2020-04-16 |
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