PL1870559T3 - Method for lining a tunnel with concrete - Google Patents
Method for lining a tunnel with concreteInfo
- Publication number
- PL1870559T3 PL1870559T3 PL07011898T PL07011898T PL1870559T3 PL 1870559 T3 PL1870559 T3 PL 1870559T3 PL 07011898 T PL07011898 T PL 07011898T PL 07011898 T PL07011898 T PL 07011898T PL 1870559 T3 PL1870559 T3 PL 1870559T3
- Authority
- PL
- Poland
- Prior art keywords
- rock
- grout
- tension
- initial
- tunnel
- Prior art date
Links
- 239000011435 rock Substances 0.000 abstract 5
- 239000011440 grout Substances 0.000 abstract 3
- 210000002435 tendon Anatomy 0.000 abstract 2
- 238000009434 installation Methods 0.000 abstract 1
- 239000000126 substance Substances 0.000 abstract 1
- 230000001960 triggered effect Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0066—Anchoring-bolts formed by a bundle of radially arranged rigid elements
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A rock bolt (15, 115, 215) able to withstand two levels of tension within its tendon (16) is disclosed. The rock bolt is used in a tunnel (1) where the rock is subject to squeezing. After an initial installation with initial tension, plates (4) carried by the rock bolts are permitted to be squeezed together. Then a higher tension is created in the tendons (16) and the plates used to construct a concrete lining (9). The rock bolt preferably has first and second anchors. The first anchor can be chemical (grout) or mechanical (50). The second anchor (30, 40) is able to be triggered (36) by a pull chord (23) after the initial squeezing has taken place. An electric circuit (92, 93) is located in a breather tube (91) to signal that no more grout should be inserted via a grout tube (21).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2006903352A AU2006903352A0 (en) | 2006-06-21 | A Two-stage Rock Bolt & Method of Use | |
| EP07011898A EP1870559B1 (en) | 2006-06-21 | 2007-06-18 | Method for lining a tunnel with concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| PL1870559T3 true PL1870559T3 (en) | 2010-06-30 |
Family
ID=38438710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PL07011898T PL1870559T3 (en) | 2006-06-21 | 2007-06-18 | Method for lining a tunnel with concrete |
Country Status (6)
| Country | Link |
|---|---|
| EP (2) | EP1870559B1 (en) |
| AT (1) | ATE449236T1 (en) |
| DE (1) | DE602007003263D1 (en) |
| ES (1) | ES2339390T3 (en) |
| PL (1) | PL1870559T3 (en) |
| PT (1) | PT1870559E (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101372873B (en) * | 2008-10-20 | 2010-12-08 | 中冶实久建设有限公司 | Method for processing hot rolling swirl pool construction joint by top-down method |
| CN102536282B (en) * | 2012-02-27 | 2013-10-16 | 西安科技大学 | Method for preventing and controlling bottom heaving disaster of mine stoping tunnel |
| RU2498073C1 (en) * | 2012-06-07 | 2013-11-10 | Общество с ограниченной ответственностью "Проектно-производственный центр КузНИИшахтострой" (ООО "ППЦ КузНИИшахтострой") | Method to create rock support of mine |
| EP3143257A2 (en) * | 2014-05-15 | 2017-03-22 | NCM Innovations (pty) Ltd | Breather tube indicator |
| CN104141496B (en) * | 2014-06-21 | 2016-06-01 | 西安科技大学 | A kind of rectangular shaped roadways failure and deformation of surrounding rocks control method |
| CN104018847B (en) * | 2014-06-21 | 2016-02-03 | 西安科技大学 | Based on distension prevention and controls at the bottom of the rectangular shaped roadways squeezing flow of beam on elastic foundation |
| CN105134269B (en) * | 2015-08-17 | 2017-05-10 | 河南理工大学 | A roadway surrounding rock control method for anchor cable through shed cooperative bearing |
| CN106437796B (en) * | 2016-10-28 | 2018-08-24 | 海南大学 | A kind of lithostratigraphy shield tunnel end ruggedized construction and reinforcement means |
| CN109281694B (en) * | 2018-10-22 | 2024-07-09 | 山东建筑大学 | Self-locking yielding tray capable of displaying axial force of anchor rod or anchor cable in real time and operation method |
| CN109667598B (en) * | 2018-12-07 | 2020-06-09 | 中铁第四勘察设计院集团有限公司 | Tunnel composite lining design method based on total safety factor method |
| CN111577320B (en) * | 2020-05-22 | 2022-03-22 | 河南城建学院 | High security civil engineering tunnel support |
| CN114961775A (en) * | 2022-04-22 | 2022-08-30 | 中铁工程装备集团有限公司 | Construction method of open TBM crushing surrounding rock |
| CN117988908B (en) * | 2024-04-03 | 2024-06-11 | 武汉大学 | A graded warning anchor rod and warning method based on liquid metal |
| CN118462223B (en) * | 2024-07-15 | 2024-09-27 | 湖南科技大学 | A tunnel support structure |
| CN118997785B (en) * | 2024-10-25 | 2025-01-21 | 中建六局交通建设有限公司 | A support structure for soft surrounding rock tunnel and use method thereof |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2644329A1 (en) * | 1976-10-01 | 1978-04-06 | Ruhrkohle Ag | Yielding mine roadway frame support - has overlapped segments in sections with shaped pieces at overlaps to entrain inner sections |
| DE3008727C2 (en) * | 1980-03-07 | 1982-10-14 | Bergwerksverband Gmbh, 4300 Essen | Flexible freezer shaft exterior construction |
| DE3236569C2 (en) * | 1982-10-02 | 1986-04-30 | Ruhrkohle Ag, 4300 Essen | Formwork and reinforcement element for in-situ concrete support in mining and tunnel construction |
| US4611954A (en) * | 1984-09-25 | 1986-09-16 | Republic Corporation | Apparatus and method for mine installations |
| DE3820700A1 (en) * | 1988-06-18 | 1989-12-21 | Ruhrkohle Ag | Compound anchor support system |
| US6270290B1 (en) * | 1997-02-14 | 2001-08-07 | Jennmar Corporation | Tensionable cable bolt |
| AUPS310802A0 (en) * | 2002-06-21 | 2002-07-11 | Industrial Rollformers Pty Limited | Yielding cable bolt |
-
2007
- 2007-06-18 PT PT07011898T patent/PT1870559E/en unknown
- 2007-06-18 EP EP07011898A patent/EP1870559B1/en not_active Not-in-force
- 2007-06-18 EP EP09010175A patent/EP2110511A1/en not_active Withdrawn
- 2007-06-18 DE DE602007003263T patent/DE602007003263D1/en active Active
- 2007-06-18 AT AT07011898T patent/ATE449236T1/en active
- 2007-06-18 ES ES07011898T patent/ES2339390T3/en active Active
- 2007-06-18 PL PL07011898T patent/PL1870559T3/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| EP1870559A2 (en) | 2007-12-26 |
| EP1870559A3 (en) | 2008-01-02 |
| EP2110511A1 (en) | 2009-10-21 |
| DE602007003263D1 (en) | 2009-12-31 |
| ES2339390T3 (en) | 2010-05-19 |
| EP1870559B1 (en) | 2009-11-18 |
| ATE449236T1 (en) | 2009-12-15 |
| PT1870559E (en) | 2010-02-23 |
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