EP1136650A1 - Size adjustable tunnel form carriage - Google Patents
Size adjustable tunnel form carriage Download PDFInfo
- Publication number
- EP1136650A1 EP1136650A1 EP01107292A EP01107292A EP1136650A1 EP 1136650 A1 EP1136650 A1 EP 1136650A1 EP 01107292 A EP01107292 A EP 01107292A EP 01107292 A EP01107292 A EP 01107292A EP 1136650 A1 EP1136650 A1 EP 1136650A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- form carriage
- rod
- carriage
- structural member
- cross member
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 238000006073 displacement reaction Methods 0.000 claims 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Images
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
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
Definitions
- the present invention relates to a tunnel form carriage.
- the present invention relates to a form carriage which is placed inside a tunnel with its longitudinal axis parallel to an axis of the tunnel, and which supports a form defining, with the inner surface of a portion of the tunnel, a chamber in which to cast a concrete liner.
- Form carriages of the above type are normally mounted on rails running along an inner reference surface, normally a temporary road surface, of a tunnel for lining, and are moved along the rails to line successive portions of the inner surface of the tunnel.
- Form carriages which in themselves are relatively complex, high-cost rigs, are normally designed according to the shape and size of the tunnel section for lining, and are seldom used more than once, on account of being only marginally more expensive to build than to adapt to tunnel sections of different shapes and sizes. As a result, they are normally only used once and then scrapped.
- a tunnel form carriage comprising at least a first and a second structural member deformable in controlled, adjustable manner in a first and second direction respectively, to adjust the dimensions of the form carriage in the respective said directions; and supporting and actuating means for supporting a tunnel form; said first and said second direction being substantially crosswise to said longitudinal axis and forming with each other an angle of other than zero.
- the form carriage defined above preferably also comprises at least one third structural member deformable in controlled, adjustable manner in a third direction substantially parallel to said longitudinal axis, so as to adjust the dimensions of the form carriage in said third direction.
- Number 1 in the accompanying drawings indicates as a whole a form carriage which is placed inside a tunnel 2, with its longitudinal axis 3 parallel to an axis (not shown) of tunnel 2, and which supports and moves along tunnel 2 a form 4 defining, in use, with an inner surface 5 of a portion of tunnel 2, a chamber 6 in which to cast a concrete liner 7.
- form carriage 1 is mounted on two rails 8, each of which extends parallel to the longitudinal axis (not shown) of tunnel 2 along the top of a respective base 9 formed on a temporary road surface 10 of tunnel 2, so that form carriage 1 can be moved along tunnel 2 to form successive portions of liner 7.
- form carriage 1 comprises two longitudinal-end supporting structures 11, and an intermediate supporting structure 12 connecting structures 11.
- Each structure 11 comprises a gantry 13 in turn comprising two uprights 14, the top ends of which are connected by a cross member 15 crosswise to axis 3, and two wheel assemblies 16, each interposed between the bottom end of a respective upright 14 and a respective rail 8.
- each wheel assembly 16 comprises flanged wheels engaging relative rail 8, whereas, in variations not shown, rails 8 are eliminated and the flanged wheels are replaced with preferably rubber-tired wheels or with a track device.
- each upright 14 comprises an axially deformable structural member defined by a tubular bottom rod 17 and a tubular top rod 18, which are coaxial and connected telescopically to each other.
- top rod 18 has a larger section than bottom rod 17, a top portion of which slides inside a bottom portion of top rod 18 to enable top rod 18 to be moved axially, with respect to bottom rod 17 and by a hydraulic cylinder 19, between a fully collapsed position shown on the right in Figure 2, and a fully extracted position shown on the left in Figure 2.
- Each hydraulic cylinder 19 is coaxial with relative rods 17 and 18, and comprises a body 20 inserted inside relative bottom rod 17, and a piston or output rod 21 extending inside relative top rod 18 and integral with top rod 18 at the free end.
- each cross member 15 comprises an axially deformable structural member defined by a tubular intermediate rod 22 and two tubular lateral rods 23, which are coaxial and connected telescopically to one another to move axially, with respect to one another, between a fully collapsed configuration and a fully extracted configuration.
- intermediate rod 22 has a larger section than lateral rods 23, one end of each of which is integral with the top end of relative top rod 18 of relative upright 14, while the other end slides inside a respective end portion of intermediate rod 22 to move axially, with respect to intermediate rod 22 and by means of a respective hydraulic cylinder 24, between a fully collapsed position shown on the right in Figure 2, and a fully extracted position shown on the left in Figure 2.
- Each hydraulic cylinder 24 is positioned parallel to and over relative rods 22 and 23, and comprises a body 25 hinged to rod 22 at a fork 26; and a piston or output rod hinged at the free end to relative lateral rod 23.
- intermediate supporting structure 12 comprises two parallel cross members 27-one of which is optional - extending parallel to longitudinal axis 3 of form carriage 1 to connect cross members 15.
- each cross member 27 comprises an axially deformable structural member defined by a tubular intermediate rod 28 and two tubular lateral rods 29, which are coaxial and connected telescopically to one another to move axially, with respect to one another, between a fully collapsed configuration and a fully extracted configuration.
- intermediate rod 28 has a larger section than lateral rods 29, one end of each of which is integral with intermediate rod 22 of relative cross member 15 of relative gantry 13, while the other end slides inside a respective end portion of intermediate rod 28 to move axially, with respect to intermediate rod 28 and by means of a respective hydraulic cylinder 30, between a fully collapsed position shown on the right in Figure 3, and a fully extracted position shown on the left in Figure 3.
- Each hydraulic cylinder 30 is positioned parallel to and alongside relative cross member 27, and comprises a body 31 hinged to relative lateral rod 29 by a fork 32; and a piston or output rod 33 hinged at the free end to relative intermediate rod 28.
- form 4 in the example shown is a braced articulated form defined by two half-forms 34 positioned symmetrically with respect to axis 3 and each defined by three longitudinal portions 35, each hinged to each adjacent portion 35 by a hinge 36 parallel to axis 3.
- the top longitudinal portion 35, indicated 35a is supported by each intermediate rod 28 of each cross member 27 with the interposition of two jacks 37 substantially parallel to uprights 14;
- the bottom longitudinal portion 35, indicated 35b is anchored at the bottom end to relative base 9 by an anchoring device 38;
- bottom longitudinal portion 35b and the intermediate longitudinal portion 35, indicated 35c are position controlled with respect to form carriage 1 by respective jacks 39 interposed between bottom and intermediate longitudinal portions 35b, 35c and each intermediate rod 28; and the relative angular position of top and intermediate longitudinal portions 35a, 35c is regulated by a hydraulic jack 40 interposed between brackets fitted to top and intermediate longitudinal portions 35a, 35c.
- the size-adjustable structural members defined by uprights 14 and cross members 15 provide for adapting form carriage 1 to tunnel 2 sections of different shapes and sizes, while length-adjustable cross members 27 simply provide for adjusting the length of the portion of tunnel 2 lined for each stop of form carriage 1 along rails 8, and may be replaced with rigid cross members.
- form carriage 1 is obviously specially designed for a given tunnel and is normally only used once.
- each longitudinal-end supporting structure 11 is substantially T-shaped with a single central upright similar to uprights 14, and a cross member similar to cross member 15.
- the two cross members 27 are replaced with a single length-adjustable or rigid central cross member.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Pinball Game Machines (AREA)
- Endoscopes (AREA)
- Lining And Supports For Tunnels (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT2000TO000282A IT1320275B1 (it) | 2000-03-24 | 2000-03-24 | Carro porta-forma a dimensioni regolabili per gallerie. |
ITTO000282 | 2000-03-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1136650A1 true EP1136650A1 (en) | 2001-09-26 |
Family
ID=11457616
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01107292A Withdrawn EP1136650A1 (en) | 2000-03-24 | 2001-03-23 | Size adjustable tunnel form carriage |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1136650A1 (it) |
IT (1) | IT1320275B1 (it) |
Cited By (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002027142A1 (en) * | 2000-09-12 | 2002-04-04 | Knut Fossum | Method and apparatus for continuously forming a concrete structure |
KR100904293B1 (ko) | 2009-03-13 | 2009-06-25 | 용화산업 주식회사 | 높이와 너비조정이 가능한 이동식 작업대 |
EP2090744A1 (de) | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Transportwagen |
EP2090743A1 (de) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Schalungsvorrichtung |
CN102619535A (zh) * | 2012-04-12 | 2012-08-01 | 中铁十二局集团有限公司 | 隧道折叠式加宽台车 |
JP2013129991A (ja) * | 2011-12-21 | 2013-07-04 | Shimizu Corp | トンネル覆工コンクリートの打設方法 |
CN105134225A (zh) * | 2015-09-04 | 2015-12-09 | 上海市机械施工集团有限公司 | 提高矩形盾构拼装机适应能力的方法 |
JP2015232228A (ja) * | 2014-06-10 | 2015-12-24 | 大成建設株式会社 | トンネル用型枠およびトンネル施工方法 |
CN105422137A (zh) * | 2015-12-14 | 2016-03-23 | 中铁四局集团有限公司 | 隧道大净空模块化衬砌台车 |
JP2016069823A (ja) * | 2014-09-26 | 2016-05-09 | 鹿島建設株式会社 | 覆工コンクリートの施工方法、及び覆工用セントル |
CN105569687A (zh) * | 2015-12-14 | 2016-05-11 | 中铁四局集团第一工程有限公司 | 隧道衬砌台车门架支撑结构 |
EP2472057A3 (en) * | 2011-01-04 | 2017-03-29 | Peri GmbH | Formwork for concreting the inner lining of tunnels |
JP2017096069A (ja) * | 2015-11-27 | 2017-06-01 | 鹿島建設株式会社 | トンネル覆工コンクリート構築方法、及びトンネル覆工コンクリート構築構造 |
CN108049379A (zh) * | 2018-01-24 | 2018-05-18 | 中国水利水电第七工程局有限公司 | 一种可变式伸缩横移钢筋台车 |
CN108457477A (zh) * | 2018-03-28 | 2018-08-28 | 中国冶集团有限公司 | 工业炉烟道砌筑拱胎施工车及拱胎支设方法 |
JP2019073852A (ja) * | 2017-10-12 | 2019-05-16 | 前田建設工業株式会社 | トンネル覆工における施工継ぎ目のひび割れ防止装置 |
JP2019073853A (ja) * | 2017-10-12 | 2019-05-16 | 前田建設工業株式会社 | トンネル覆工における施工継ぎ目の締め固め方法 |
IT201800007585A1 (it) * | 2018-07-27 | 2020-01-27 | Vexa Srl | Assieme attrezzatura |
CN110792100A (zh) * | 2019-11-01 | 2020-02-14 | 海门市帕源路桥建设有限公司 | 箱型伸缩内模伸缩架安装、校正母模 |
CN113356893A (zh) * | 2021-07-23 | 2021-09-07 | 武汉理工大学 | 一种地铁隧道沉降控制装置 |
CN114033430A (zh) * | 2021-11-15 | 2022-02-11 | 中国建筑土木建设有限公司 | 一种自动化隧道水沟电缆槽施工台架 |
IT202100025274A1 (it) | 2021-10-01 | 2023-04-01 | Sointek S R L | Attrezzatura per il supporto e la movimentazione di casseforme per la realizzazione di gallerie |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1460165A (en) * | 1920-04-13 | 1923-06-26 | Blawknox Company | Form for tunnels and culverts |
US2708782A (en) * | 1952-01-05 | 1955-05-24 | Blaw Knox Co | Collapsible forms for tunnel or conduit construction |
JPS57158437A (en) * | 1981-03-24 | 1982-09-30 | Okabe Co Ltd | Movable inner formwork device for culvert, etc. |
FR2760041A1 (fr) * | 1997-02-24 | 1998-08-28 | Robert Parra | Procede et dispositif de coffrage d'un tunnel |
JPH1150797A (ja) * | 1997-07-30 | 1999-02-23 | Maeda Corp | 拡幅可能な型枠によるトンネル用コンクリート打設方法およびその装置 |
JPH11294093A (ja) * | 1998-04-06 | 1999-10-26 | Ohmoto Gumi Co Ltd | トンネル用コンクリート打設方法およびその装置 |
EP1096105A2 (de) * | 1999-10-28 | 2001-05-02 | Ed. Züblin Ag | Verfahren zum Verschalen von Wandungen eines Tunnels und Schalung zur Durchführung des Verfahrens |
-
2000
- 2000-03-24 IT IT2000TO000282A patent/IT1320275B1/it active
-
2001
- 2001-03-23 EP EP01107292A patent/EP1136650A1/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1460165A (en) * | 1920-04-13 | 1923-06-26 | Blawknox Company | Form for tunnels and culverts |
US2708782A (en) * | 1952-01-05 | 1955-05-24 | Blaw Knox Co | Collapsible forms for tunnel or conduit construction |
JPS57158437A (en) * | 1981-03-24 | 1982-09-30 | Okabe Co Ltd | Movable inner formwork device for culvert, etc. |
FR2760041A1 (fr) * | 1997-02-24 | 1998-08-28 | Robert Parra | Procede et dispositif de coffrage d'un tunnel |
JPH1150797A (ja) * | 1997-07-30 | 1999-02-23 | Maeda Corp | 拡幅可能な型枠によるトンネル用コンクリート打設方法およびその装置 |
JPH11294093A (ja) * | 1998-04-06 | 1999-10-26 | Ohmoto Gumi Co Ltd | トンネル用コンクリート打設方法およびその装置 |
EP1096105A2 (de) * | 1999-10-28 | 2001-05-02 | Ed. Züblin Ag | Verfahren zum Verschalen von Wandungen eines Tunnels und Schalung zur Durchführung des Verfahrens |
Non-Patent Citations (3)
Title |
---|
PATENT ABSTRACTS OF JAPAN vol. 006, no. 267 (M - 182) 25 December 1982 (1982-12-25) * |
PATENT ABSTRACTS OF JAPAN vol. 1999, no. 05 31 May 1999 (1999-05-31) * |
PATENT ABSTRACTS OF JAPAN vol. 2000, no. 01 31 January 2000 (2000-01-31) * |
Cited By (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2002027142A1 (en) * | 2000-09-12 | 2002-04-04 | Knut Fossum | Method and apparatus for continuously forming a concrete structure |
EP2090744A1 (de) | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Transportwagen |
EP2090743A1 (de) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Schalungsvorrichtung |
CH702134B1 (de) * | 2008-02-13 | 2011-05-13 | Joerimann Stahl Ag | Schalungsvorrichtung. |
CH702241B1 (de) * | 2008-02-13 | 2011-05-31 | Joerimann Stahl Ag | Transportwagen. |
KR100904293B1 (ko) | 2009-03-13 | 2009-06-25 | 용화산업 주식회사 | 높이와 너비조정이 가능한 이동식 작업대 |
EP2472057A3 (en) * | 2011-01-04 | 2017-03-29 | Peri GmbH | Formwork for concreting the inner lining of tunnels |
JP2013129991A (ja) * | 2011-12-21 | 2013-07-04 | Shimizu Corp | トンネル覆工コンクリートの打設方法 |
CN102619535B (zh) * | 2012-04-12 | 2015-04-29 | 中铁十二局集团有限公司 | 隧道折叠式加宽台车 |
CN102619535A (zh) * | 2012-04-12 | 2012-08-01 | 中铁十二局集团有限公司 | 隧道折叠式加宽台车 |
JP2015232228A (ja) * | 2014-06-10 | 2015-12-24 | 大成建設株式会社 | トンネル用型枠およびトンネル施工方法 |
JP2016069823A (ja) * | 2014-09-26 | 2016-05-09 | 鹿島建設株式会社 | 覆工コンクリートの施工方法、及び覆工用セントル |
CN105134225A (zh) * | 2015-09-04 | 2015-12-09 | 上海市机械施工集团有限公司 | 提高矩形盾构拼装机适应能力的方法 |
JP2017096069A (ja) * | 2015-11-27 | 2017-06-01 | 鹿島建設株式会社 | トンネル覆工コンクリート構築方法、及びトンネル覆工コンクリート構築構造 |
CN105422137A (zh) * | 2015-12-14 | 2016-03-23 | 中铁四局集团有限公司 | 隧道大净空模块化衬砌台车 |
CN105569687A (zh) * | 2015-12-14 | 2016-05-11 | 中铁四局集团第一工程有限公司 | 隧道衬砌台车门架支撑结构 |
JP2019073852A (ja) * | 2017-10-12 | 2019-05-16 | 前田建設工業株式会社 | トンネル覆工における施工継ぎ目のひび割れ防止装置 |
JP2019073853A (ja) * | 2017-10-12 | 2019-05-16 | 前田建設工業株式会社 | トンネル覆工における施工継ぎ目の締め固め方法 |
CN108049379A (zh) * | 2018-01-24 | 2018-05-18 | 中国水利水电第七工程局有限公司 | 一种可变式伸缩横移钢筋台车 |
CN108049379B (zh) * | 2018-01-24 | 2023-05-09 | 中国水利水电第七工程局有限公司 | 一种可变式伸缩横移钢筋台车 |
CN108457477A (zh) * | 2018-03-28 | 2018-08-28 | 中国冶集团有限公司 | 工业炉烟道砌筑拱胎施工车及拱胎支设方法 |
IT201800007585A1 (it) * | 2018-07-27 | 2020-01-27 | Vexa Srl | Assieme attrezzatura |
WO2020021390A1 (en) * | 2018-07-27 | 2020-01-30 | Vexa S.R.L. | Equipment assembly |
CN110792100B (zh) * | 2019-11-01 | 2021-05-07 | 海门市帕源路桥建设有限公司 | 箱型伸缩内模伸缩架安装、校正母模 |
CN110792100A (zh) * | 2019-11-01 | 2020-02-14 | 海门市帕源路桥建设有限公司 | 箱型伸缩内模伸缩架安装、校正母模 |
CN113356893A (zh) * | 2021-07-23 | 2021-09-07 | 武汉理工大学 | 一种地铁隧道沉降控制装置 |
CN113356893B (zh) * | 2021-07-23 | 2022-04-19 | 武汉理工大学 | 一种地铁隧道沉降控制装置 |
IT202100025274A1 (it) | 2021-10-01 | 2023-04-01 | Sointek S R L | Attrezzatura per il supporto e la movimentazione di casseforme per la realizzazione di gallerie |
EP4159975A1 (en) | 2021-10-01 | 2023-04-05 | Sointek S.r.l. | Equipment for supporting and moving formworks for building tunnels |
CN114033430A (zh) * | 2021-11-15 | 2022-02-11 | 中国建筑土木建设有限公司 | 一种自动化隧道水沟电缆槽施工台架 |
Also Published As
Publication number | Publication date |
---|---|
ITTO20000282A1 (it) | 2001-09-24 |
ITTO20000282A0 (it) | 2000-03-24 |
IT1320275B1 (it) | 2003-11-26 |
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