CN201496073U - Portal type hydraulic steel mould trolley - Google Patents
Portal type hydraulic steel mould trolley Download PDFInfo
- Publication number
- CN201496073U CN201496073U CN2009203117929U CN200920311792U CN201496073U CN 201496073 U CN201496073 U CN 201496073U CN 2009203117929 U CN2009203117929 U CN 2009203117929U CN 200920311792 U CN200920311792 U CN 200920311792U CN 201496073 U CN201496073 U CN 201496073U
- Authority
- CN
- China
- Prior art keywords
- door frame
- section
- type hydraulic
- portal
- translation
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a portal type hydraulic steel mould trolley the section of which can be changed more conveniently. The portal type hydraulic steel mould trolley comprises a template system, a portal, a translation mechanism which is arranged on the portal, a bracket and a lateral support, wherein the template system comprises a top mould and side moulds which are arranged at both sides of the top mould, the lateral support is connected with the side moulds, the bracket is connected with the top mould by a vertical support, the translation mechanism comprises a translation connection beam, the bracket and the translation connection beam adopt a sectional type structure, and the sections of the bracket and the translation connection beam are connected in a removable way. The side edge of the portal is provided with an auxiliary portal. The change of the width of the section can be realized by regulating the lengths of a transverse beam of the bracket, the translation connection beam and a supporting component and disassembling or installing an upper auxiliary portal and the corresponding lateral support, the change of the height of the section is realized by regulating the heights of an upright post of the bracket and the vertical support, the regulation of the template system selects a mode of manufacturing anew or adding a fitting block according to the concrete change of the section, the construction process is simple, convenient and quick, and the utility model is suitable for the construction in a cavity and is especially suitable for the construction of a tunnel the section change of which is relatively frequent.
Description
Technical field
The utility model relates to kind of a hydraulic pressure steel form carrier that is used for the tunnel build, especially a kind of gantry type hydraulic pressure steel form carrier.
Background technology
At present, gantry type hydraulic pressure steel form carrier is to drive trolley running with the Motor Drive walking mechanism, utilizes the very heavy adjustment template of hydraulic jack and spiral to put in place and receives the machine of the tunnel concrete moulding of mould.It has that cost is lower, reliable in structure, easy to operate, advantage such as lining cutting speed fast, the tunnel forming surface is good, is widely used in power station, railway and the highway tunnel.The active length of a circulation of this chassis lining cutting is generally 6m, 9m, 10.5m or 12m.It is adapted to any arched section, no matter be the single-track railway tunnel, or three track freeway tunnels etc.
Gantry type hydraulic pressure steel form carrier generally by template system, carriage, translation mechanism, door frame, principal and subordinate's walking mechanism, side hydraulic oil cylinder, lateral-supporting is very heavy, bearing bracket is very heavy, door frame supporting is very heavy etc. forms.
Template system generally constitutes the joint of one on lateral cross section template by polylith backform and two limit moulds, unifies by bolt between the backform of every joint template and the backform, connects by cutting with scissors gudgeon between Bian Mo and the backform.Every joint template is generally made same width, the hoop combination that is linked in sequence each other; Vertical then more piece connects and is combined into the lining cutting length that needs, and joint is connected with template between saving and all adopts Bolt Connection.Template is fastened to have and is the working window that yi word pattern is arranged, and the top is equipped with the grouting device adaptive with the delivery pump interface.The template thickness of slab generally also needs to be provided with angle steel about spacing 250mm as reinforcing rib for the template of broad generally about 10mm.Because the template top is stressed bigger, be intensity and the local unlikely distortion that guarantees template, reach the single form of 1.5m for cross-sectional width, generally also the arc arch bar to be set in the middle.
Carriage mainly bears when casting top concrete and the deadweight of template, holds template on it, the bottom by bearing bracket very heavy and translation mechanism power transmission in door frame.Carriage is made up of three pallet stringers, many carriage crossbeams and carriage column, and the carriage crossbeam comprises limit crossbeam and middle cross beam.The very heavy stress condition that is mainly used in pallet stringer when improving fluid concrete of bearing bracket guarantees the reliable and stable of carriage.
Every hydraulic jumbo is provided with a cover translation mechanism at front and back position, translation mechanism is bearing on the limit crossbeam of door frame, it comprises the translation articulated beam, be arranged on the cross cylinder about the translation articulated beam and be arranged on vertical oil cylinder on the translation articulated beam, vertical oil cylinder upper end links to each other with the longeron of carriage, adjust the vertical location and the demoulding of template by the contraction of oil cylinder, cross cylinder on the translation dolly is used for adjusting the lining cutting center of template, makes itself and tunnel center.
Door frame is the main supporting member of whole chassis, and it is formed by Bolt Connection by crossbeam, column and longeron, connects by articulated beam and diagonal member between each crossbeam and column.Whole door frame guarantees that enough intensity is arranged, rigidity and stability, and its main components is welded by steel plate: the general employing of door frame crossbeam and column is welded into the I-shaped cross-section by steel plate; Longeron generally adopts box section.Generally speaking, the height of door frame is higher, and for guaranteeing the intensity of whole door frame, rigidity and stability are provided with auxiliary bearing diagonal between door frame crossbeam and column.
Every hydraulic jumbo is provided with each two cover of master and slave walking mechanism, and walking mechanism is generally the wheel-track type walking mechanism, and its walking track is preset on the ground, and walking mechanism all is connected on the door frame longeron.
Side hydraulic oil cylinder one end is connected on the template, and the other end is connected on the door frame, both has been used for the template demoulding, also plays a part supporting template simultaneously, according to lining cutting length, generally uses a plurality of side hydraulic oil cylinders.
Be installed in spiral on the door frame very heavy be used for supporting, regulate template position, and the pressure that produces when bearing concrete perfusion.
Very heavy being connected in below the door frame longeron of door frame supporting, during chassis work, it withstands on the rail level of walking track, bears chassis and concrete weight, improves the stress condition of door frame longeron, and door frame is stable when guaranteeing chassis work.
In constructing tunnel, for tunnel, if many hydraulic pressure steel form carriers of respective design have just increased equipment cost with changeable cross section.Therefore consider to utilize a hydraulic pressure steel form carrier to deacclimatize the construction in multiple cross section tunnel, to save construction cost.At present the time in the face of this type of construction demand, the hydraulic pressure steel form carrier designs according to the sectional dimension of construction earlier, according to the sectional dimension of back construction template system, door frame, carriage, translation articulated beam etc. are made amendment or are reformed again, this just comprise widen, constriction, increase, multiple variable cross-section mode such as reduction.Present existing gantry type hydraulic jumbo can adapt to the variation in cross section within the specific limits by each support length of adjusting vertical support between template system and door frame, the carriage and oblique support, but when changes of section is big, only rely on the adjustment of support member can't guarantee contour curve behind the variable cross-section within the error range that allows, thereby need adjust carriage, door frame, translation articulated beam etc.
The utility model content
In order to overcome the existing unhandy deficiency of gantry type hydraulic pressure steel form carrier variable cross-section, technical problem to be solved in the utility model provides a kind of gantry type hydraulic pressure steel form carrier that can conveniently realize variable cross-section.
The technical scheme that its technical problem that solves the utility model adopts is: gantry type hydraulic pressure steel form carrier, comprise template system, door frame and be arranged on translation mechanism, carriage and lateral support on the door frame, template system comprises backform and is arranged on the limit mould of backform both sides, lateral support is connected with the limit mould, carriage is connected with backform, translation mechanism comprises the translation articulated beam, and described carriage adopts segmentation structure, removably connects between its each section.
The described lateral support that is connected with the auxilliary door frame of suitable with it a slice at least and this side along at least one longitudinally side of door frame is arranged on the auxilliary door frame.
The bilateral symmetry of described door frame is provided with auxilliary door frame.
Described auxilliary door frame has disposed auxilliary door frame and has supported.
Described template is fastened and is provided with at least one match piece, and described match piece is connected between same joint and adjacent two templates.
The beneficial effects of the utility model are: when needing to adjust height, can adjust vertical support length on the one hand, on the other hand can corresponding adjustment carriage column height, carriage crossbeam length, thereby realize changes of section in a big way rapidly, the side of door frame is provided with auxilliary door frame, dismounting or install auxilliary door frame and corresponding lateral support just can realize changes of section, the adjustment of template system then selects to make or increase again the mode of match piece according to concrete changes of section, work progress is simple and efficient, is adapted to in-cavity construction.The utility model especially is suitable for the comparatively frequent constructing tunnel of variable cross-section.
Description of drawings
Fig. 1 is the front view of existing hydraulic jumbo.
Fig. 2 is door frame, carriage and the walking mechanism schematic diagram of existing hydraulic jumbo.
Fig. 3 is the front view of an embodiment of hydraulic jumbo of the present utility model.
Fig. 4 is the front view of another embodiment of hydraulic jumbo of the present utility model.
Be labeled as 1-door frame, 2-carriage, 3-lateral support, 4-backform, 5-walking mechanism among the figure, 6-limit mould, 7-translation articulated beam, 8-assists door frame, and the auxilliary door frame of 9-supports, 10-match piece, 11-vertically supports, the vertical oil cylinder of 12-, the 13-lower margin is very heavy, 20-pallet stringer, 21-carriage crossbeam, 22-carriage column.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, gantry type hydraulic pressure steel form carrier of the present utility model, comprise template system, door frame 1 and be arranged on translation mechanism, carriage 2 and lateral support 3 on the door frame 1, template system comprises backform 4 and is arranged on the limit mould 6 of backform 4 both sides, lateral support 3 is connected with limit mould 6, carriage 2 supports 11 and is connected with backform 4 by vertical, translation mechanism comprises translation articulated beam 7, described carriage 2 adopts segmentation structure, removably connect between its each section, to adapt to backform wide variety in a big way.Carriage 2 adopts the meaning of segmentation structure, is meant that mainly carriage crossbeam 21 and carriage column 22 adopt segmentation structure, and the length of pallet stringer 20 does not generally change.
When the door frame wide variety was big, the wide variety of described backform 4, carriage 2 was bigger, and at this moment, described translation articulated beam 7 also preferably adopts segmentation structure, removably connects between its each section, to adapt to backform wide variety in a big way.
When carrying out the design of hydraulic pressure steel form carrier, preferably according to small bore size design door frame main body, and at the auxilliary door frame of door frame main body side connection, only need auxilliary door frame of installation or removal and lateral support during variable cross-section, must carry out integral demounting to door frame with existing variable cross-section operation and compare, can save for 2/3 operating time.
The bilateral symmetry of described door frame 1 is provided with auxilliary door frame 8, the auxilliary portal-framed structure of symmetry has two advantages, the one, in the time of increasing same width, bilateral is provided with than one-sided that its auxilliary door frame width is set is narrower, make things convenient in the hole and install, the 2nd, though with respect to one-sided setting, increased the workload that connects, its symmetrical configuration, stress equalization are installed.
Door frame integral body is stable during for the assurance concreting, support 9 preferably for the auxilliary door frame of described auxilliary door frame 8 configurations, for example, described auxilliary door frame supports 9 and can adopt the supporting that is provided with on ground very heavy, like this, when door frame 8 is assisted in making, it can be made and door frame 1 same truss highly, also be convenient to transportation etc.
When the door frame wide variety, corresponding variation must take place in cross section profile, except increasing template to adapt to the corresponding changes of section, also can between the existing template of template system, match piece 10 be set, cross section profile to the part carries out match, to utilize existing template as far as possible, reduces the quantity of new system or transformation template, save time and cost, described match piece 10 is connected between same joint and adjacent two templates.
Claims (7)
1. gantry type hydraulic pressure steel form carrier, comprise template system, door frame (1) and be arranged on translation mechanism, carriage (2) and lateral support (3) on the door frame (1), template system comprises backform (4) and is arranged on the limit mould (6) of backform (4) both sides, lateral support (3) is connected with limit mould (6), carriage (2) is connected with backform (4) by vertical support (11), translation mechanism comprises translation articulated beam (7), it is characterized in that: described carriage (2) adopts segmentation structure, removably connects between its each section.
2. gantry type hydraulic pressure steel form carrier as claimed in claim 1 is characterized in that: described translation articulated beam (7) adopts segmentation structure, removably connects between its each section.
3. gantry type hydraulic pressure steel form carrier as claimed in claim 1 or 2 is characterized in that: the described lateral support (3) that is connected with the auxilliary door frame (8) of suitable with it a slice at least and this side along at least one longitudinally side of door frame (1) is arranged on the auxilliary door frame (8).
4. gantry type hydraulic pressure steel form carrier as claimed in claim 3 is characterized in that: the bilateral symmetry of described door frame (1) is provided with auxilliary door frame (8).
5. gantry type hydraulic pressure steel form carrier as claimed in claim 4 is characterized in that: described auxilliary door frame (8) has disposed auxilliary door frame and has supported (9).
6. gantry type hydraulic pressure steel form carrier as claimed in claim 3 is characterized in that: described auxilliary door frame (8) has disposed auxilliary door frame and has supported (9).
7. gantry type hydraulic pressure steel form carrier as claimed in claim 1 or 2 is characterized in that: described template is fastened and is provided with at least one match piece (10), and described match piece (10) is connected between same joint and adjacent two templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203117929U CN201496073U (en) | 2009-09-29 | 2009-09-29 | Portal type hydraulic steel mould trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203117929U CN201496073U (en) | 2009-09-29 | 2009-09-29 | Portal type hydraulic steel mould trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201496073U true CN201496073U (en) | 2010-06-02 |
Family
ID=42439281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203117929U Expired - Fee Related CN201496073U (en) | 2009-09-29 | 2009-09-29 | Portal type hydraulic steel mould trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201496073U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046740A (en) * | 2013-01-11 | 2013-04-17 | 上海建工集团股份有限公司 | Large-span moving-door type combined formwork system |
| CN103806923A (en) * | 2014-03-07 | 2014-05-21 | 陕西理工学院 | Translation mechanism for steel mould trolley |
| CN104832194A (en) * | 2015-04-14 | 2015-08-12 | 安徽岚岛重工科技股份有限公司 | Full-automatic hydraulic concrete-lining steel-moulding-plate trolley |
| CN104963699A (en) * | 2015-07-01 | 2015-10-07 | 中国葛洲坝集团三峡建设工程有限公司 | Modular steel form trolley |
| CN106089250A (en) * | 2016-08-09 | 2016-11-09 | 中铁五局集团有限公司 | Tunnel Second Lining trolley formwork column and the bamboo joint type structure of template crossbeam |
| CN106640138A (en) * | 2016-12-29 | 2017-05-10 | 中国人民解放军63926部队 | Gallery separating type steel formwork trolley |
| CN106761839A (en) * | 2017-02-22 | 2017-05-31 | 南通铁军机械有限公司 | A kind of centering adjusting device and control method for working jumbo for tunnel lining |
| CN113914899A (en) * | 2021-10-11 | 2022-01-11 | 中国铁建重工集团股份有限公司 | Steel mould trolley |
| CN115726805A (en) * | 2022-10-19 | 2023-03-03 | 中建三局集团有限公司 | Tunnel variable trolley and installation and transformation method thereof |
-
2009
- 2009-09-29 CN CN2009203117929U patent/CN201496073U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046740B (en) * | 2013-01-11 | 2015-05-20 | 上海建工集团股份有限公司 | Large-span moving-door type combined formwork system |
| CN103046740A (en) * | 2013-01-11 | 2013-04-17 | 上海建工集团股份有限公司 | Large-span moving-door type combined formwork system |
| CN103806923B (en) * | 2014-03-07 | 2016-09-28 | 陕西理工学院 | The translation mechanism of telescoping steel form |
| CN103806923A (en) * | 2014-03-07 | 2014-05-21 | 陕西理工学院 | Translation mechanism for steel mould trolley |
| CN104832194A (en) * | 2015-04-14 | 2015-08-12 | 安徽岚岛重工科技股份有限公司 | Full-automatic hydraulic concrete-lining steel-moulding-plate trolley |
| CN104963699B (en) * | 2015-07-01 | 2017-11-10 | 中国葛洲坝集团三峡建设工程有限公司 | Modularization telescoping steel form |
| CN104963699A (en) * | 2015-07-01 | 2015-10-07 | 中国葛洲坝集团三峡建设工程有限公司 | Modular steel form trolley |
| CN106089250A (en) * | 2016-08-09 | 2016-11-09 | 中铁五局集团有限公司 | Tunnel Second Lining trolley formwork column and the bamboo joint type structure of template crossbeam |
| CN106640138A (en) * | 2016-12-29 | 2017-05-10 | 中国人民解放军63926部队 | Gallery separating type steel formwork trolley |
| CN106761839A (en) * | 2017-02-22 | 2017-05-31 | 南通铁军机械有限公司 | A kind of centering adjusting device and control method for working jumbo for tunnel lining |
| CN106761839B (en) * | 2017-02-22 | 2019-02-19 | 南通铁军机械有限公司 | A kind of centering adjusting device and control method for working jumbo for tunnel lining |
| CN113914899A (en) * | 2021-10-11 | 2022-01-11 | 中国铁建重工集团股份有限公司 | Steel mould trolley |
| CN115726805A (en) * | 2022-10-19 | 2023-03-03 | 中建三局集团有限公司 | Tunnel variable trolley and installation and transformation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201496073U (en) | Portal type hydraulic steel mould trolley | |
| CN201486572U (en) | Multi-reducing lining mould plate trolley | |
| CN201496074U (en) | Portal type hydraulic steel mould trolley | |
| CN201074517Y (en) | Broaden tunnel lining bogie | |
| CN202578714U (en) | Universal steel die lining trolley for linear and curved section tunnel | |
| CN102650211A (en) | Universal type steel mould lining trolley for linear and curved sectional tunnel | |
| CN102022123B (en) | Integral lining method for tunnel with altered diameter by model board trolley | |
| CN111365027A (en) | Variable-section adjustable lining trolley | |
| CN101082280A (en) | Single-track railway tunnel lining trolley | |
| CN206246129U (en) | A kind of hydraulic template trolley for pouring construction after rail against the wind road | |
| CN205370586U (en) | Multibreak face reducing tunnel lining platform truck of large -span | |
| CN103498421B (en) | A kind of mobile formwork of constructing for U-shaped water conservancy aqueduct | |
| CN104358577B (en) | A kind of tunnel lining trolley | |
| CN109304795A (en) | The hydraulic gliding model of T beam and operating method | |
| CN211762304U (en) | Self-propelled hydraulic integral T-beam template device | |
| CN104948204A (en) | Subway tunnel lining trolley | |
| CN202412422U (en) | Template system for prefabricating simply-supported box girder | |
| CN206801592U (en) | Hydraulic lining trolley for cut-and-cover tunnel concreting | |
| CN111365025A (en) | Variable-section adjustable arch mould device for lining trolley | |
| CN102528910A (en) | Template system of prefabricated simply support box beam | |
| CN209533716U (en) | A kind of fixed station A seating high-precision adjustable three-dimensional PC track beam form | |
| CN201546737U (en) | Built-out door frame type steel mould trolley | |
| CN105332718A (en) | Trolley for construction of large-span multi-section tunnel | |
| CN201179686Y (en) | Bearing platform type frame rail board mold | |
| CN202016109U (en) | Hydraulic internal mold shared by inclined web box girders with different heights |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20140929 |
|
| EXPY | Termination of patent right or utility model |