CN103806926B - The change of concrete lining steel formwork jumbo is across uprising device - Google Patents
The change of concrete lining steel formwork jumbo is across uprising device Download PDFInfo
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- CN103806926B CN103806926B CN201410083806.1A CN201410083806A CN103806926B CN 103806926 B CN103806926 B CN 103806926B CN 201410083806 A CN201410083806 A CN 201410083806A CN 103806926 B CN103806926 B CN 103806926B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 title claims abstract description 27
- 230000005611 electricity Effects 0.000 claims abstract 2
- 238000000034 method Methods 0.000 claims description 10
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 5
- 239000002828 fuel tank Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
本发明公开了一种砼衬砌钢模台车的变跨变高装置，由变跨装置和变高装置组成。变跨和变高功能通过框架结构实现，框架结构包括行走轮、下纵梁、立柱、门架横梁、上纵梁、拱部横梁、伸缩支撑杆。本发明有益效果在于：设置了变跨和变高装置，可在一定范围根据洞库断面的跨度和高度，横向外伸或内收框架及侧墙模板，升高或降低框架、拱架及拱顶模板，满足多断面洞库施工要求；为单截结构，可多截同步使用，适应性强；克服了多断面洞库砼衬砌施工中，更换不同钢模台车带来的诸多不便，有效节约施工成本提高施工效率；由电气控制的液压系统实现，操作方便，功能可靠；节省了材料，降低了成本，使整体结构更加简洁。
The invention discloses a span-changing and height-changing device for a concrete-lined steel mold trolley, which is composed of a span-changing device and a height-changing device. The functions of span and height change are realized through the frame structure, which includes traveling wheels, lower longitudinal beams, columns, mast beams, upper longitudinal beams, arch beams, and telescopic support rods. The beneficial effect of the present invention is that: the span and height variable devices are provided, and the frames, arches and arches can be raised or lowered in a certain range according to the span and height of the cavern section, extending or retracting the frame and side wall formwork horizontally. The top formwork meets the construction requirements of multi-section caverns; it is a single-section structure, which can be used synchronously with multiple sections, and has strong adaptability; it overcomes the inconvenience caused by replacing different steel formwork trolleys in the construction of multi-section caverns. Save construction costs and improve construction efficiency; realized by the hydraulic system controlled by electricity, it is easy to operate and reliable in function; it saves materials, reduces costs, and makes the overall structure more concise.
Description
Technical field
The invention belongs to underground cavern engineering construction equipment technical field, be specifically related to a kind of concrete lining steel formwork jumboFrame structure.
Background technology
Concrete lining steel formwork jumbo is the indispensable nonstandard product of secondary lining in underground cavern work progress. Due toThe diversity of actual requirement of engineering, makes the size of cave depot section there will be variation, as occur span, height andThe variation that the two has concurrently. Be used at present the telescoping steel form in underground cavern construction, can not adapt to cave depot section and go outSituation about now changing, can only take the method for changing different size telescoping steel form to meet requirement of engineering, like this,In the cave depot construction of many cross dimensions, just need to be equipped with the telescoping steel form of plurality of specifications, not only increased constructionEquipment investment, and installation, assembling, transport, storage and the increase of management chassis cost, reduced engineering constructionBenefit.
Summary of the invention
The shortcoming that the object of the invention is to overcome telescoping steel form bad adaptability in existing cave depot construction, provides a kind ofApplicable to the change of the concrete lining steel formwork jumbo of different cave depot section spans and the high size of wall across uprising device.
For achieving the above object, the technical solution used in the present invention is:
Installation composition is put and uprised to the change of described concrete lining steel formwork jumbo across uprising device by becoming straddle mounting. Become across withUprise function and realize by frame structure, frame structure comprise road wheel, lower longeron, column, door frame crossbeam,Upper longeron, arch crossbeam, telescopic supporting rod.
Become straddle mounting put comprise door frame crossbeam, door frame crossbeam become across oil cylinder, arch crossbeam, arch crossbeam become across oil cylinder,Become across flexible road wheel assembly, become across cross slide way. Door frame crossbeam and arch crossbeam are three joint telescopic structures,Both ends are that box-shaped overcoat, pars intermedia are box inner sleeve, are provided with moving sets between inner-outer sleeve, box overcoat with inOverlap corresponding connecting portion and be uniformly distributed multiple equally spaced connection pin-and-holes. By being arranged on door frame crossbeam and arch horizontal strokeThe push-and-pull of beam intracavity liquid compressing cylinder, make door frame crossbeam and arch crossbeam flexible drive framework to realize to become across.
Uprising device comprises column, uprises oil cylinder. Column is the overlapping telescopic structure of three joints, by inner sleeve, middle coverBe formed by connecting by moving sets with overcoat, relevant position arranges alignment pin and is connected with holding screw. By being arranged onThe two-way function of column intracavity liquid compressing cylinder, makes column up-down drive framework upper motion to realize and uprises.
Further, described hydraulic system is by electrical control.
Further, door frame crossbeam, the change of arch crossbeam are single-piston rod formula double acting push action cylinder across oil cylinder.
Further, to uprise oil cylinder be the telescopic double acting push action cylinder of two-stage stretching to column.
Further, door frame crossbeam, arch crossbeam and pillar construction junction are provided with strength-enhanced structure, described inStrength-enhanced structure be the rectangle frame that an outer use steel plate bar that is enclosed within the inside and outside socket place of body structure is welded.
Further, lower longeron inner chamber doubles as fuel tank.
Further, the change of described concrete lining steel formwork jumbo is across uprising device into singly cutting off structure, according to real workNeed, select two-section and above change across uprising device synchronous working.
The change of concrete lining steel formwork jumbo of the present invention is across the using method that uprises device: a side become across time opposite side motionless;By being fixed on change on the lower longeron hydraulic jack across flexible road wheel assembly, top is lower to be become across flexible road wheel,It is contacted with longitudinal rail, take off the each pin that connects door frame crossbeam and arch crossbeam, becoming across flexible road wheelBelow lay cross slide way, oil cylinder continue action road wheel and longitudinal rail are disengaged, by being arranged onThe door frame crossbeam of door frame crossbeam and arch crossbeam inner chamber becomes across oil cylinder and arch crossbeam and becomes pushing away or drawing and make across oil cylinderDoor frame crossbeam and arch crossbeam drive framework to laterally move to need position, by longitudinal rail by former span positionMove to new span position, by oil cylinder this skidding travelling wheel that lands, it is contacted again with rail, this side becomes and is cross overPosition;
One side become be cross over behind position, opposite side with same method realize become across;
Both sides become across after all putting in place, the more piece box-structure of door frame crossbeam and arch crossbeam are connected to multiple pinsOne, becomes across completing.
Further, the change of described concrete lining steel formwork jumbo, across the using method that uprises device, is removed each column (4)All circular cone alignment pins and the holding screw of upper installation;
By being arranged on the two-way function that uprises oil cylinder of each column inner chamber, make column realize lifting, drive frameThe lifting of frame top realizes and uprising; After needs height and position, each column circular cone alignment pin is installed and is realized altitude location,The all holding screws of each column are installed and are realized fixing between column body structure, uprised.
Adopt the change of the concrete lining steel formwork jumbo that as above technical scheme provides across uprising device compared with prior art,Beneficial effect is:
(1) be provided with become across with uprise device, can certain limit according to the span of cave depot section and height,Laterally overhanging or interior receipts framework and side wall template, raises or reduces framework, bow member and vault template, meets multibreakFace cave depot construction requirement.
(2) change of described concrete lining steel formwork jumbo is across uprising device into singly cutting off structure, can many sections of synchronous uses,Strong adaptability.
(3) overcome in multibreak cave depot concrete lining construction, changed the inconvenience that different telescoping steel forms bring,Effectively save construction cost and improved efficiency of construction.
(4) change of described concrete lining steel formwork jumbo can be realized by the hydraulic system of electrical control across uprising device,Easy to operate, reliable in function.
(5) because following longeron inner chamber doubles as fuel tank, saved material, reduced cost, made overall structureMore succinct.
Brief description of the drawings
Fig. 1 is the structural representation of telescoping steel form framework of the present invention;
Fig. 2 is the side view of Fig. 1;
Fig. 3 is the structural representation that the present invention becomes straddle mounting and put middle arch crossbeam;
Fig. 4 is the structural representation that the present invention uprises device central post.
In figure: 1. longitudinal rail, 2. road wheel, 3. descends longeron, 4. column, 4-1. column inner sleeve, 4-2.In column, overlap, 4-3. column overcoat, 4-4. circular cone alignment pin, 4-5. holding screw, 5. uprises oil cylinder, 6.Door frame crossbeam becomes across oil cylinder, 7. door frame crossbeam, the left outside cover of 7-1. door frame crossbeam, 7-2. door frame crossbeam inner sleeve, 7-3.The right outside cover of door frame crossbeam, 8. goes up longeron, and 9. arch crossbeam becomes across oil cylinder, 10. arch crossbeam, and 11. become across flexibleRoad wheel assembly, 12. telescopic supporting rods, 13. cross slide waies.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the change of a kind of concrete lining steel formwork jumbo of the present invention is across uprising dressPut, become and put and uprise installation composition across uprising device by becoming straddle mounting, become across with to uprise function real by frame structureExisting, frame structure comprises longitudinal rail 1, lower longeron 3, lower longeron 3 bottom surfaces, two ends row of each installation respectivelyTravelling wheel 2, lower longeron 3 two ends end faces are fixedly connected with column 4 bottom surfaces respectively, two front column 4 or rear columns4 middle parts are fixedly connected with door frame crossbeam 7 two ends respectively; Before and after the left and right sides column 4 end faces respectively with left and right twoIn side, longeron 8 bottom surfaces are fixedly connected with; Each upper longeron 8 front end end faces or rear end end face respectively with an arch crossbeam10 bottom surface, two ends are fixedly connected with; Between lower longeron 3 front end inner sides, left and right, between rear inside, vertical before left and rightBetween post 4 inner sides, the each hinged telescopic supporting rod 12 of difference between left and right rear column 4 inner sides;
Change is walked wheel assembly 11 across lateral rows and is installed on respectively each lower longeron 3 bottoms, bottom surface, becomes across cross slide way 13Be layed in and become across under lateral rows travelling wheel 11; It is hinged in door frame horizontal stroke respectively across oil cylinder 6 two ends that door frame crossbeam becomesBeam 7 both ends of the surface inner sides, it is hinged in crossbeam 10 both ends of the surface of each arch respectively across oil cylinder 9 two ends that arch crossbeam becomesSide; Uprise oil cylinder 5 two ends hinged in each column 4 both ends of the surface inner sides respectively;
Door frame crossbeam 7, arch crossbeam 10 and column 4 are Multi-section retractable box-structure, each box knotInside and outside mutual between structure, be socketed and be provided with moving sets, the corresponding connecting portion of box overcoat and inner sleeve distributes many verticallyIndividual pin-and-hole;
Each box-structure of door frame crossbeam 7 is connected to a door frame crossbeam 7 with multiple pin 7-4; With multiple pin 7-4Each box-structure of arch crossbeam 10 is connected to an arch crossbeam 10; With circular cone alignment pin 4-4 and column 4On pin-and-hole coordinate the position of determining between the each casing of column 4, with multiple holding screw 4-5 by column 4 respectivelyBox structure is connected to column 4.
Door frame crossbeam 7 is the telescopic retangular section structure of three joints, and one end is the left outside cover of box-shaped door frame crossbeam 7-1,The other end is the right outside cover of box-shaped door frame crossbeam 7-3, and middle part is box door frame crossbeam inner sleeve 7-2, between inner-outer sleeveBe provided with moving sets, the corresponding connecting portion of moving sets is uniformly distributed multiple equally spaced pin-and-holes along its length.
Arch crossbeam 10 is the telescopic retangular section structure of three joints, and one end is the left outside cover of box-shaped beam 7-1, anotherOne end is the right outside cover of box-shaped beam 7-3, and middle part is box crossbeam inner sleeve 7-2, is provided with moving sets between inner-outer sleeve,The corresponding connecting portion of moving sets is uniformly distributed multiple equally spaced dowel holes along its length.
Column 4 is the telescopic rectangle end face structure of three joints, is passed through by inner sleeve 4-1, middle cover 4-2 and overcoat 4-3Moving sets is formed by connecting.
The inner chamber of lower longeron 3 doubles as the fuel tank of hydraulic system.
Become across uprising device into singly cutting off structure, can select one section of independent use, also can select many sections of synchronous worksDo.
Hydraulic system is by electrical control.
Door frame crossbeam becomes across oil cylinder 6, arch crossbeam and becomes and be respectively single-piston rod formula double acting thrust oil across oil cylinder 9Cylinder.
Uprise oil cylinder 5 for the telescopic double acting push action cylinder of two-stage stretching.
The inside and outside socket place of body structure is provided with strength-enhanced structure, and strength-enhanced structure is for being enclosed within body structure outwardThe rectangle frame that one use steel plate bar of inside and outside socket place is welded.
Concrete lining steel formwork jumbo becomes straddle mounting and puts using method:
One side become across time opposite side motionless; By being fixed on change on lower longeron 3 across flexible road wheel assembly 11Hydraulic jack, top is lower to be become across flexible road wheel, and it is contacted with longitudinal rail 1, takes off connection door frame crossbeam7 and each pin 7-4 of arch crossbeam 10, below becoming across flexible road wheel, lay cross slide way 13, oil cylinderContinue action road wheel 2 and longitudinal rail 1 are disengaged, by being arranged on door frame crossbeam 7 and arch crossbeamThe door frame crossbeam of 10 inner chambers becomes across oil cylinder 6 and arch crossbeam and becomes pushing away or drawing and make door frame crossbeam 7 across oil cylinder 9Driving framework to laterally move to arch crossbeam 10 needs position, longitudinal rail 1 is moved to by former span positionNew span position, by oil cylinder this skidding travelling wheel 2 that lands, makes it again contact with rail 1, and this side change is cross overPosition;
One side become be cross over behind position, opposite side with same method realize become across;
Both sides become across after all putting in place, the more piece box-structure of door frame crossbeam and arch crossbeam are connected with multiple pin 7-4Connect and be integrated, become across completing.
Concrete lining steel formwork jumbo uprises device using method:
Remove all circular cone alignment pin 4-4 and the holding screw 4-5 that on each column 4, install;
By being arranged on the two-way function that uprises oil cylinder 5 of each column 4 inner chambers, make column 4 realize lifting,Driving framework upper lifting to realize uprises; After needs height and position, each column circular cone alignment pin 4-4 is installedRealize altitude location, all holding screw 4-5 of each column are installed and realize fixing between column body structure, becomeHeight completes.
Above content is in conjunction with concrete preferred embodiment further description made for the present invention, can notAssert that the specific embodiment of the present invention only limits to this, for general technical staff of the technical field of the invention, without departing from the inventive concept of the premise, can also make some simple deduction or replace, all answerDetermine scope of patent protection when being considered as belonging to the present invention by submitted to claims.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410083806.1A CN103806926B (en) | 2014-03-07 | 2014-03-07 | The change of concrete lining steel formwork jumbo is across uprising device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410083806.1A CN103806926B (en) | 2014-03-07 | 2014-03-07 | The change of concrete lining steel formwork jumbo is across uprising device |
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| Publication Number | Publication Date |
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| CN103806926A CN103806926A (en) | 2014-05-21 |
| CN103806926B true CN103806926B (en) | 2016-05-18 |
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| CN201410083806.1A Expired - Fee Related CN103806926B (en) | 2014-03-07 | 2014-03-07 | The change of concrete lining steel formwork jumbo is across uprising device |
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Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104594918B (en) * | 2014-12-31 | 2017-01-18 | 上海市机械施工集团有限公司 | Split integrated underground passage steel mold plate trolley and construction method thereof |
| CN104695981A (en) * | 2015-03-16 | 2015-06-10 | 湖南五新重型装备有限公司 | Jacking heightening system and lining trolley including system |
| CN105114102B (en) * | 2015-09-01 | 2017-03-29 | 东莞市万桥钢模有限公司 | Subway station formwork jumbo |
| CN106837379B (en) * | 2016-12-23 | 2019-10-01 | 湖南五新隧道智能装备股份有限公司 | A kind of construction method in tunnel and its tunnel lining trolley of use |
| CN106593472B (en) * | 2016-12-23 | 2020-01-31 | 湖南五新隧道智能装备股份有限公司 | lining trolley suitable for construction of main tunnel and branch tunnel in parallel tunnel |
| CN106640140A (en) * | 2017-01-05 | 2017-05-10 | 陕西理工学院 | Variable-span concrete lining steel form trolley |
| CN106894828A (en) * | 2017-04-28 | 2017-06-27 | 武汉科技大学 | A kind of adjustable piping lane mould bases chassis wide |
| CN108756934B (en) * | 2018-06-01 | 2023-10-20 | 招商局重庆交通科研设计院有限公司 | Operation disease tunnel assembly type treatment structure construction operation trolley |
| CN109083659B (en) * | 2018-07-06 | 2020-04-14 | 中国铁建重工集团股份有限公司 | A portal system and lining cutting platform truck for lining cutting platform truck |
| CN110513126B (en) * | 2019-09-27 | 2020-11-13 | 中铁四局集团有限公司 | A recyclable tunnel two-liner trolley with variable cross-section |
| CN111636900A (en) * | 2020-05-14 | 2020-09-08 | 平顶山平煤机煤矿机械装备有限公司 | Tunnel lining trolley variable width gantry system |
| CN111852507B (en) * | 2020-06-03 | 2023-04-11 | 保利长大海外工程有限公司 | Assembled lining trolley capable of being used for various section sizes |
| CN112982308B (en) * | 2021-03-01 | 2022-06-07 | 北京京水建设集团有限公司 | Construction method for concrete lining of channel |
| CN114412515A (en) * | 2022-03-03 | 2022-04-29 | 核工业井巷建设集团有限公司 | Combined type straight wall lining template trolley for small-section tunnel |
| CN115355024B (en) * | 2022-08-08 | 2025-08-29 | 中铁十一局集团有限公司 | An integrated transport and safety machine for lining transportation and installation |
| CN118148183B (en) * | 2024-05-10 | 2024-07-09 | 石家庄铁道大学 | A variable movable trolley support and construction method for subway superstructure construction |
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| US3138933A (en) * | 1957-08-19 | 1964-06-30 | Kemper Maxwell Fisher | Method of and apparatus for driving a tunnel through and supporting earth structure |
| DE102005028767A1 (en) * | 2005-06-08 | 2006-12-28 | Domesle Schalungs- Und Metallbau Gmbh | Formwork carriage for concrete formwork has two chassis formed as chassis modules whereby first chassis module has steerable, driven wheel and second chassis module has a heavy duty steering roller |
| CN2869322Y (en) * | 2005-12-23 | 2007-02-14 | 于海滨 | New-type gantry-type tunnel lining formwork trolley |
| CN101082280A (en) * | 2007-07-18 | 2007-12-05 | 湖南中铁五新钢模有限责任公司 | Single-track railway tunnel lining trolley |
| CN102383810A (en) * | 2011-11-30 | 2012-03-21 | 中铁五局（集团）有限公司 | Continuous variable cross-section tunnel lining formwork trolley |
| CN202731932U (en) * | 2012-05-24 | 2013-02-13 | 李威德 | Sectioned type stretchable steel mould trolley |
| CN203742618U (en) * | 2014-03-07 | 2014-07-30 | 陕西理工学院 | Span-changing height-changing device for concrete lining steel die trolley |
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- 2014-03-07 CN CN201410083806.1A patent/CN103806926B/en not_active Expired - Fee Related
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