CN103742168B - Cast anchor hole, switch hole independence lining trolley in tunnel - Google Patents
Cast anchor hole, switch hole independence lining trolley in tunnel Download PDFInfo
- Publication number
- CN103742168B CN103742168B CN201410026484.7A CN201410026484A CN103742168B CN 103742168 B CN103742168 B CN 103742168B CN 201410026484 A CN201410026484 A CN 201410026484A CN 103742168 B CN103742168 B CN 103742168B
- Authority
- CN
- China
- Prior art keywords
- hole
- template
- bow
- assembly
- lining trolley
- Prior art date
Links
- 230000000576 supplementary Effects 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims description 26
- 238000010276 construction Methods 0.000 claims description 13
- 238000007569 slipcasting Methods 0.000 claims description 11
- 238000009434 installation Methods 0.000 abstract description 2
- 238000000034 methods Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 210000001138 Tears Anatomy 0.000 description 4
- 230000003014 reinforcing Effects 0.000 description 4
- 210000003128 Head Anatomy 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 239000000203 mixtures Substances 0.000 description 3
- 238000005516 engineering processes Methods 0.000 description 2
- 238000004642 transportation engineering Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000789 fasteners Substances 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
Abstract
Description
Technical field
The present invention relates to and a kind of in lining concrete in tunnel construction, widen the lining cutting of (can realize circuit left and right side to change sides) for special section headroom, is exactly briefly that one is casted anchor hole, switch hole independence lining trolley.
Background technology
Current China railways Line for Passenger Transportation is electrified high-speed railway, for meeting the requirement of the professional technique such as contact net, signal of communication, and cast anchor hole and switch hole (compared with normal lining section widens 70cm, 130cm respectively) of the special lining section of design.In traditional construction process, adopt raft support method, working procedure comprises vertical shaped steel arch, assembled steel form, sets up scaffold, builds, dismantles, transition, this construction method length circulation timei, reinforcing difficulty easily run mould, and in the inconvenience of work progress middle rolling car, scope of operation civilized construction is poor, Surface Quality of Concrete cannot ensure, need to adopt a large amount of scaffolding steel pipes and fastener in reinforcing process simultaneously, labor intensive, adds cost; Employing lining trolley installs inner box template and also there is the defects such as difficult quality guarantee, operating space is little, work efficiency is extremely low, cause arch wall lining cutting speed comparatively slow, easily cause tunnel safety step pitch to exceed standard.Above-mentioned engineering method can not meet the requirement of Line for Passenger Transportation to safety, quality, outward appearance.Therefore to tunnel cast anchor hole, switch hole lining construction technique improvement imperative.
Summary of the invention
The technical problem to be solved in the present invention is: provide a kind of safe, efficient, of fine quality hole of casting anchor, switch hole independence lining trolley, with deficiencies such as the engineering time overcoming prior art existence are long, work efficiency is low.
The technical solution adopted in the present invention is: it comprises template assembly, bow member widening mechanism, bracket assembly, center line governor motion, door frame assembly, mechanical support mechanism, lifting mechanism, walking mechanism and other supplementary structure; Wherein the left and right sides of door frame assembly is connected with the both sides of template assembly by mechanical support mechanism, the top of door frame assembly is provided with center line governor motion, bow member widening mechanism is had above center line governor motion, have bracket assembly above bow member widening mechanism, bracket assembly is connected with the arch of template assembly.
Template assembly is made up of jointly standard form, non-standard template, template of windowing, slip casting template, hole of casting anchor/switch hole locking plug template, and adopt U-shaped to link between template and connect, template is connected with bow member bolt.Non-standard template is used for there is locking plug template place, and form spacing certain altitude of windowing is for providing a filling concrete mouth, and slip casting template is satisfied with chassis top for concrete ending perfusion and slip casting; Hole locking plug template and standard form, non-standard template, template of windowing, the slip casting template of casting anchor forms the hole lining trolley that casts anchor jointly; Switch hole locking plug template and standard form, non-standard template, template of windowing, slip casting template form switch hole lining trolley jointly.Exist when the hole locking plug template that casts anchor is different with switch hole locking plug template.
Door frame assembly comprises column, lower longeron, bearing diagonal, top rail, middle cross beam, stringer.Door frame assembly is: on two parallel lower longerons, column is housed, and at the coplanar column top of same longeron once, top rail is housed, middle cross beam is equipped with in middle and upper part, and bearing diagonal connects column and middle cross beam, and the column on same longeron once links into an integrated entity by stringer.
Bracket assembly comprises template bow member, soldier, template crossbeam and upper longeron, and it is linked to be overall trussed construction with arch template, is i-shaped roof beam structure.Template bow member is divided into limit mould bow member and backform bow member, and limit mould bow member and backform bow member are hinged, and template crossbeam two ends and backform bow member are connected to arc, and backform bow member is vertically being connected with template crossbeam by soldier.
Walking mechanism comprises four single-wheels, is separately positioned under slipping column.
Lifting mechanism comprises the supporting seat being welded in column side, chassis two ends, has slip column under supporting seat, arranges mechanic jacks between supporting seat and slip column, and slip column slides in slip cap.
Center line governor motion comprises mechanic jacks, the roller be arranged on longeron, the slide rail be welded on top rail, and mechanic jacks is arranged on supporting seat, and supporting seat is welded on top rail.
Bow member widening mechanism comprises template crossbeam sleeve pipe, hole of casting anchor/switch hole template crossbeam, roller, and multiple roller is arranged on template crossbeam sleeve pipe and on upper longeron respectively.
Mechanical support system comprises mechanical spiral screw mandrel, mechanical spiral screw mandrel supports logical beam.
Other supplementary structure comprises working platform, stair.
Realize by removable parts shuttering supporting bow member assembly cast anchor hole, the reducing section lining cutting of switch hole, by the withdrawal of template crossbeam sleeve inner formword crossbeam, stretch and realize not arch striking side change and widen the object of lining cutting.
In actual use, it has following technical advantage:
1, independent lining trolley has simple, the assembled speed in location soon, and transition is feature easily.Chassis is once assembled to be completed (it is assembled that 5 people 7 days can complete this independent lining trolley), only need regain bow member widened section after concrete lining to remove (time) when chassis top regulates section and can realize in positive hole lining cutting section walking, it is in place to carry out next chassis.And adopt need repeatedly to take during Full space support construction technique and tear scaffold open, adopt independent lining trolley to substantially reduce circulation timei when labor intensive is less by contrast, there is obvious technology and economic benefit advantage;
2, independent lining trolley is adopted to construct, solved by the slip of template crossbeam sleeve pipe inner formword crossbeam and outside raft support method and lining trolley, to install that different side direction in inner box template construction widens brought location, peace tears complexity open, model sheetinstallat, reinforcing difficulty, easy race mould, distortion, not easily make firm by ramming, drive a vehicle inconvenience etc. technical barrier, ensure that hole of casting anchor, switch hole construction safe mass;
3, respectively install the normal reach standard form of 1 meter before and after independent lining trolley additional, hole of casting anchor, switch hole locking plug template can be installed, be provided with template of windowing at a certain distance, reserved injected hole simultaneously, after concreting, presentation quality is attractive in appearance, and globality is better, and physical dimension meets design requirement;
4, independent lining trolley is after having constructed in hole of casting anchor, switch hole, can carry out the concrete construction of switch hole, can realize " car is multiplex " and have stronger applicability and replicability after only hole unit replacement of casting anchor need being become switch hole assembly.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention, front view;
Fig. 2 is structural representation of the present invention, lateral view;
Fig. 3 is structural representation of the present invention, stereogram;
Fig. 4 is part-structure schematic diagram of the present invention, stereogram, and this figure illustrates the structure of the present invention except template assembly, bow member widening mechanism, bracket assembly, mechanical support mechanism.
Fig. 5 is center line governor motion detail drawing of the present invention.
Fig. 6 is job step flow chart of the present invention.
Detailed description of the invention
Embodiments of the invention: it comprises template assembly 1, bow member widening mechanism 2, bracket assembly 3, center line governor motion 4, door frame assembly 5, mechanical support mechanism 6, lifting mechanism 7, walking mechanism 8 and other supplementary structure; Wherein the left and right sides of door frame assembly 5 is connected with the both sides of template assembly 1 by mechanical support mechanism 6, the top of door frame assembly 5 is provided with center line governor motion 4, bow member widening mechanism 2 is had above center line governor motion 4, have bracket assembly 3 above bow member widening mechanism 2, bracket assembly 3 is connected with the arch of template assembly 1.
Template assembly 1 is made up of jointly standard form 16, non-standard template 14, template of windowing 13, slip casting template 11, hole of casting anchor/switch hole locking plug template 15, and adopt U-shaped to link between template and connect, template is connected with bow member bolt.Non-standard template 14 is for there being locking plug template place, and template of windowing 13 interval certain altitude is for providing a filling concrete mouth, and slip casting template 11 is satisfied with chassis top for concrete ending perfusion and slip casting; Hole locking plug template and standard form 16, non-standard template 14, template of windowing 13, the slip casting template 11 of casting anchor jointly composition is casted anchor hole lining trolley; Switch hole locking plug template and standard form 16, non-standard template 14, template of windowing 13, slip casting template 11 composition switch hole lining trolley jointly.The hole locking plug template that casts anchor exists time different from switch hole locking plug template.
Door frame assembly 5 comprises column 28, lower longeron 23, bearing diagonal 24, top rail 17, middle cross beam 25, stringer 22, lower longeron 23 ensures the anti-bending strength in enough rigidity and two directions for box-structure, other girders are steel I-beam, ensure that concrete pressure is to structural rigidity during door frame effect when lining construction.Door frame assembly is: on two parallel lower longerons, column is housed, at the coplanar column top of same longeron once, top rail 17 is housed, middle cross beam 25 is equipped with in middle and upper part, and bearing diagonal 24 connects column 28 and middle cross beam 25, and the column on same longeron 23 once links into an integrated entity by stringer 22.
Bracket assembly 3 comprises positive hole template bow member 9, hole of casting anchor/switch hole template bow member 10, soldier, template crossbeam and upper longeron 29, and it is linked to be overall trussed construction with arch template, is i-shaped roof beam structure.Positive hole template bow member 9 is divided into limit mould bow member and backform bow member, and limit mould bow member and backform bow member are hinged, and template crossbeam two ends and backform bow member are connected to arc, and backform bow member is vertically being connected with template crossbeam by soldier.
Walking mechanism 8 comprises four single-wheels, is separately positioned under slipping column 26.Walking mechanism, primarily of the steel wheel of diameter 300mm and bearing composition, need lean on external force traction, and loader etc. can be adopted as traction, and provide power as needs can improve mounted motor at lower longeron 23 place, chain transmission realizes driving, and rail is walked.
Lifting mechanism 7 comprises the supporting seat being welded in column side, chassis two ends, has slip column under supporting seat, arranges mechanic jacks between supporting seat and slip column, and slip column slides in slip cap.The lifting of chassis is controlled by jack of operating machine.
Center line governor motion 4, comprises mechanic jacks, the roller be arranged on longeron, the slide rail be welded on top rail, and mechanic jacks is arranged on supporting seat, and supporting seat is welded on top rail.Very heavy Control architecture bracket of operating machine moves left and right.
Bow member widening mechanism 2 comprises template crossbeam sleeve pipe, hole of casting anchor/switch hole template crossbeam, roller, and multiple roller is arranged on template crossbeam sleeve pipe and on upper longeron respectively.
Mechanical support system 6 comprises mechanical spiral screw mandrel, mechanical spiral screw mandrel supports logical beam 21.
Other supplementary structure comprises working platform, stair.
Cast anchor hole, switch hole independence lining trolley main operational principle is described below:
1, walking principle
Cast anchor hole, switch hole independence lining trolley is only provided with 4 single-wheels, and without hoofing part mechanism, main outer power is pulled on rail walks.
2, positioning principle
Cast anchor after hole, switch hole independence lining trolley go to precalculated position under external force traction, operation lifting mechanism place mechanic jacks makes longeron drive bracket, bow member, template assembly to move along tunnel lateral direction and make template transverse shifting in place, then positive operation center line adjustment place mechanic jacks makes chassis rise, reverse operating mechanic jacks makes chassis decline under self gravitation condition, arrives specified altitude assignment.Regulate mechanical helical screw to carry out support fixing, prevent door frame, bow member and template deformation.
3, lining cutting principle is widened in side change
Cast anchor hole, switch hole independence lining trolley when lining cutting is widened in side change, only need remove and widen side and connect everywhere, this side is made to cast anchor hole beam template (driving this lateral bracket, bow member) outwards movement under external force, move into place rear with steady pin locking and connect with bolt connecting, reach the object that lining cutting is widened in side change.
Chassis operating process following (see Fig. 5):
1. chassis traction is in place
Lining trolley drives to appointment mileage by 4 single-wheels under external force traction on rail.
2. cast anchor hole, switch hole bow member is widened
Change cast anchor hole, switch hole assembly as required.
3. chassis location
Making upper longeron drive bracket, bow member, template assembly to move along tunnel lateral direction by regulating mechanic jacks makes template laterally in place.Then regulate the mechanic jacks at lifting mechanism place to control chassis and be elevated to position, make to need to widen side under external force to cast anchor hole beam template (driving this lateral bracket, bow member) outwards movement, move into place rear steady pin to lock, regulate mechanical screw rod to carry out reinforcing to chassis to support, prevent chassis to be out of shape.
4. installation form assembly
Link with U-shaped between template and connect, template is connected with bow member bolt, and for guaranteeing Surface Quality of Concrete, end head formwork must apply on request.
5. tear the end head formwork demoulding open
Unscrew helical screw, take down pin, take down helical screw, tear the end head formwork demoulding open.
6. trolley running
Make to need to widen the side hole beam template (driving this lateral bracket, bow member) that casts anchor under external force and move inward retraction, move into place rear steady pin and lock.Then regulate the mechanic jacks at lifting mechanism place that chassis is declined, to be casted anchor hole (switch hole) by external force traction to next place.
7. go to the 2nd step
So far a working cycles is completed.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410026484.7A CN103742168B (en) | 2014-01-21 | 2014-01-21 | Cast anchor hole, switch hole independence lining trolley in tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410026484.7A CN103742168B (en) | 2014-01-21 | 2014-01-21 | Cast anchor hole, switch hole independence lining trolley in tunnel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103742168A CN103742168A (en) | 2014-04-23 |
| CN103742168B true CN103742168B (en) | 2016-03-23 |
Family
ID=50499222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410026484.7A CN103742168B (en) | 2014-01-21 | 2014-01-21 | Cast anchor hole, switch hole independence lining trolley in tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103742168B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929660B (en) * | 2015-05-29 | 2017-05-03 | 北京铁五院工程机械有限公司 | Formation and construction set for continuous open-cut tunnel |
| CN106013233B (en) * | 2016-07-14 | 2018-09-04 | 中国建筑第八工程局有限公司 | Sliding system and its construction method for underground pipe gallery cast-in-place construction |
| CN106437765B (en) * | 2016-10-17 | 2018-09-21 | 中铁五局集团第五工程有限责任公司 | One kind Tunnel Second Lining trolley across variable cross-section greatly and its construction method |
| CN108661664B (en) * | 2018-04-04 | 2019-10-11 | 中交第三公路工程局有限公司 | A kind of tunnel crushed zone construction method and combination supporting device |
| CN109723469A (en) * | 2019-01-16 | 2019-05-07 | 北京市政路桥股份有限公司 | A kind of two lining trolleys for big cross section metro station tunnel |
| CN109595011A (en) * | 2019-01-16 | 2019-04-09 | 北京市政路桥股份有限公司 | A kind of two lining trolleys assembling schemes for big cross section metro station tunnel |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101230785A (en) * | 2008-02-22 | 2008-07-30 | 中铁二局股份有限公司 | Construction method for large section and multiple sections tunnel lining |
| CN202991062U (en) * | 2012-12-06 | 2013-06-12 | 中铁十二局集团有限公司 | Multi-section lining trolley |
| CN204098927U (en) * | 2014-01-21 | 2015-01-14 | 中铁五局（集团）有限公司 | Cast anchor hole or switch hole independence lining trolley in tunnel |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3278355B2 (en) * | 1996-06-19 | 2002-04-30 | 岐阜工業株式会社 | Vibration method of cast concrete for tunnel and vibrating device of cast concrete for tunnel |
| JP3996818B2 (en) * | 2002-08-29 | 2007-10-24 | 大成建設株式会社 | Work truck for tunnel widening work |
-
2014
- 2014-01-21 CN CN201410026484.7A patent/CN103742168B/en active IP Right Grant
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101230785A (en) * | 2008-02-22 | 2008-07-30 | 中铁二局股份有限公司 | Construction method for large section and multiple sections tunnel lining |
| CN202991062U (en) * | 2012-12-06 | 2013-06-12 | 中铁十二局集团有限公司 | Multi-section lining trolley |
| CN204098927U (en) * | 2014-01-21 | 2015-01-14 | 中铁五局（集团）有限公司 | Cast anchor hole or switch hole independence lining trolley in tunnel |
Non-Patent Citations (1)
| Title |
|---|
| 大断面衬砌台车在遂渝线龙凤隧道中的应用;敬启双;《现代隧道技术》;20060630;第43卷(第3期);第76-80页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103742168A (en) | 2014-04-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101230785B (en) | Construction method for large section and multiple sections tunnel lining | |
| CN101514586B (en) | Hanger rail type electric hanging boat and construction method thereof | |
| CN201669773U (en) | Mobile T-beam and I-beam template system | |
| CN104631335B (en) | Large-tonnage Bridge Erector and construction method thereof | |
| CN100513694C (en) | Large tonnage whole opening box girder transmitting and construction method | |
| CN105649654B (en) | Automatic hydraulic inverted arch trestle chassis and its construction method | |
| CN104695337B (en) | Self-lifting sliding and turnover construction system and construction method | |
| CN101935987B (en) | Construction method for integrally sliding large-span steel pipe arch of curved bridge | |
| CN101586464B (en) | Construction method of railway tunnel lining side wall concrete | |
| CN101586330B (en) | Receding construction method of cradle of continuous girder bridge made of prestressing concrete | |
| CN2846480Y (en) | Guide beam type bridging machine for passing through tunnel | |
| CN105421249B (en) | Dragging- hoisting combined type hanging basket structure and construction method | |
| CN102367651B (en) | U-shaped concrete beam bridge girder erection machine | |
| CN103938552B (en) | Steel truss arched bridge self-balancing cantilever construction method and the spacing bearing of main pier | |
| CN101537973B (en) | Method for continuously hoisting rolling mill housings by hydraulic pushing and lifting | |
| CN102650211B (en) | Straight line and curved section tunnel general-purpose type punching block lining trolley | |
| CN201473889U (en) | Aslant-stayed three-cornered hanging basket | |
| CN201908664U (en) | Movable trestle bridge invert form board trolley | |
| CN106089258A (en) | Tunnel device and construction method | |
| CN104762885A (en) | Large-tonnage beam erection and transportation system in tunnel and beam erection span change procedure thereof | |
| CN101736703B (en) | 3000t special bridge girder erection machine for integrally erecting 120m-span double-layer four-line steel beam bridge for highway and railway | |
| CN202830776U (en) | Bridge variable cross-section rectangular high pier cantilever creeping formwork construction device | |
| CN203021883U (en) | Wheel-track railway track laying unit | |
| CN102071650A (en) | Inside and outside general bridge girder erection machine for high speed railway tunnel and girder erecting technology thereof | |
| CN207998785U (en) | A kind of driving postposition trestle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C06 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| C10 | Entry into substantive examination | ||
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model |