CN104908149A - Template system of magnetic-levitation linear track beam and application method - Google Patents
Template system of magnetic-levitation linear track beam and application method Download PDFInfo
- Publication number
- CN104908149A CN104908149A CN201510374677.6A CN201510374677A CN104908149A CN 104908149 A CN104908149 A CN 104908149A CN 201510374677 A CN201510374677 A CN 201510374677A CN 104908149 A CN104908149 A CN 104908149A
- Authority
- CN
- China
- Prior art keywords
- track beam
- side form
- mould
- end mould
- bed die
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
- B28B7/266—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other for making oblong objects, e.g. girders
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a template system of a magnetic-levitation linear track beam and an application method. The template system comprises a bottom die used for bearing the track beam in the linear shape, side dies, end dies and multiple adjusting assemblies. The side dies comprise side die panels longitudinally arranged along two sides of the linear track beam. Multiple frameworks are arranged outside of each side die panel. The end dies are arranged along two end portions of the track beam. A horizontal-moving device enabling each end die to longitudinally move along the track beam is arranged outside of each end die. The outside of each framework is provided with at least one adjusting assembly capable of adjusting perpendicularity and transversal displacement of each framework. The template system comprises the mold die, the side dies, the end dies, the adjusting assemblies and horizontal-moving devices and is simple in structure, high in adjusting efficiency and easy and convenient in detachment and installation and suitable for prefabrication of the linear track beam. The application method of the template system is employed easily and conveniently with high adjusting accuracy and used for conveniently detaching and installing dies. The adjusting accuracy can help to enable linearity accuracy of the linear track beam in transverse, longitudinal and vertical directions to range from -5mm to +5mm so that prefabrication quality of the track beam is ensured.
Description
Technical field
The present invention relates to a kind of Bridge Design and construction field, particularly a kind of magnetic suspension linear track beam form system and using method.
Background technology
Need during existing prefabricated track girder to adopt template system, its template system mainly comprises concrete foundation, left and right concrete counter force wall, steel template system and track girder transportation system.Wherein, steel template system comprises side template, Side Template, end template, and back timber, suspender, mechanical jack.End template in steel template system is placed in the end face of bottom die trolley, and Side Template is placed on end template, and mechanical jack is arranged on concrete counter force wall, and suspender is arranged on back timber, and side template is positioned at below suspender, and is connected with mechanical jack respectively.
For rectilinear orbit beam, when building, generally need to be laid on the concrete foundation between the concrete counter force wall of left and right in advance, bottom die trolley just transports in the steel template system between framework of steel reinforcement, bearing and Side Template needed for pre-track beam to left and right concrete counter force wall by steel rail line before beam processed; Then mechanical jack is adjusted, with the linear requirement making side template meet track girder.After precast beam is built, then transport prefabricated track girder.This template system, during for prefabricated longer rectilinear orbit beam, as being greater than the rectilinear orbit beam of 20m, needs to use a large amount of concrete, and meanwhile, this template system structure also comparatively complicated, adjustment removes also inconvenience.
Summary of the invention
The above-mentioned deficiency of the whole template system complex structure that the existing template system existing for the object of the invention is to overcome in prior art needs use left and right concrete counter force wall to bring, adjustment, dismounting inconvenience, a kind of magnetic suspension linear track beam form system is provided, additionally provides a kind of using method of magnetic suspension linear track beam form simultaneously.
In order to realize foregoing invention object, the invention provides following technical scheme:
A kind of magnetic suspension linear track beam form system, comprising:
Bed die, for carrying the track girder of rectilinear form;
Side form, comprise the side form panel arranged along the longitudinal both sides of track girder, each described side form panels outside is provided with several skeletons;
End mould, arrange along track girder both ends, being provided with outside described end mould can by the translating device of described end mould along track girder longitudinal translation;
And several adjusting parts, be provided with adjusting part described at least one that can regulate its perpendicularity and lateral displacement outside each described skeleton.
This template system comprises outside bed die, side form, end mould, side form is also provided with adjusting part, end mould is provided with translating device, wherein adjusting part can rotate along track girder direction horizontal shifting and adjusting side mould the change realizing perpendicularity by adjusting side mould relative to bed die, and outside side form, be provided with several skeletons, be provided with at least one adjusting part outside each skeleton, all adjusting parts coordinate adjustment, and then realize the vertical linear degree of track girder and the adjustment of perpendicularity; Translating device can end mould relative orbit beam longitudinal translation, can the linearity at adjustable track beam both ends.When die sinking, adjusting part by two side forms in opposite direction translation with away from track girder, translating device can by two end moulds in opposite direction translation with away from track girder, conveniently realize form removal.
The relatively existing track beam form of this template system, do not need to use the support that left and right concrete counter force wall realizes track girder, and directly respectively support to track girder, adjustment are realized to side form and end mould by adjusting part and translating device, whole template system structure is more simple, adjustment efficiency is high, dismounting is easy, is applicable to the prefabricated of rectilinear orbit beam.
Preferably, each described adjusting part comprises that be located at can the hydraulic means that laterally slides of relative orbit beam, and described hydraulic means is provided with horizontal support, and described horizontal support connects described skeleton; Each described horizontal support surface thereof is provided with telescopic hound, and described hound one end is hinged on described skeleton, the other end is hinged on horizontal support.
Adjusting part comprises hydraulic means, hydraulic cylinder selected by hydraulic means, sleeve one end is fixed on bed die, piston is by horizontal support connecting framework, horizontal support is located on bed die by roller-coaster, hydraulic means stretches, and horizontal support can drive the translation of skeleton respect thereto, with the spacing of adjusting side mould and track girder; Horizontal support is also provided with hound, and hound is scalable relative to horizontal support, with the perpendicularity of adjusting side mould.
Preferably, each described horizontal support is provided with the locking device for interfixing with bed die.
It is locked what regulate to hydraulic means after complete side form that locking device is used for hydraulic means, and make horizontal support and bed die relative displacement not occur, locking device can be selected screw mandrel and clamping screw to coordinate and realize.
Preferably, described hound is hydraulic cylinder or screw rod.
Preferably, each described side form panel is stainless steel clad plate.
Side form selects stainless steel clad plate, and stainless steel clad plate is the composite plate steel plate be combined into carbon steel base layer and stainless steel cladding, has good processing performance, is convenient to the building of concrete, maintenance is separated with the form removal of track girder.
Preferably, described skeleton is channel-section steel, and all described channel-section steels are spliced into entirety mutually, and are welded on described stainless steel clad plate.
Side form panel is stainless steel clad plate, and be an integral planar plate, outside is provided with several skeletons mutually spliced, and skeleton selects channel-section steel, is convenient to be welded on outside stainless steel clad plate, connects adjusting part outside each skeleton.
Preferably, described end mould is provided with expansion end mould support member, and described end mould support member one end is hinged on end mould, the other end is hinged on described bed die.
End mould support member can select fluid cylinder or screw rod, for the perpendicularity of adjustable side mould.
Preferably, between described side form panel and bed die, junction is provided with rubber strip, for gap between sealed sides die face plate and bed die, and spillage during placement concrete placings.
Present invention also offers a kind of using method of magnetic suspension linear track beam form system, comprise a kind of magnetic suspension linear track beam form system described above, its using method comprises the following steps:
Step one, installation bed die, install bed die at beam making field;
Step 2, installation side form, be spliced into entirety by skeleton, and be welded on described side form panel, described skeleton connects adjusting part, and be arranged on described bed die by described side form and adjustment member;
Step 3, installation end mould, at side form both ends installation end mould, translating device described in described end mould arranged outside;
Step 4, installation internal mold, be placed in internal mold inside described side form, end mould, regulate the relative position of bed die, side form, end mould, internal mold;
Step 5, all described adjusting parts, by the skeleton of translation side form panels outside, adjust the linearity of side form panels en bloc; The angle of the relative bed die of tilt adjustment side form panel, the perpendicularity of adjusting side mould panels en bloc, the length travel of the translating device adjustable track beam outside described end mould, until be adjusted to the precision that meets the requirements, and builds rectilinear orbit beam;
Above step 6, described track girder, anti-levitating device is installed, with the relative position of trapped orbit beam and side and end mould;
Step 7, die sinking, track girder is prefabricated complete after, adjusting part drives two side form panels traversing in opposite direction, and translating device drives two to hold mould vertical shift in opposite direction, completes die sinking.
The using method of this magnetic suspension linear track beam form system, laterally can carry out adjustment displacement and perpendicularity by side form and adjusting part to rectilinear orbit beam, ensures its linearity in transverse direction; Longitudinally can carry out displacement adjustment by end mould and translating device to rectilinear orbit beam, ensure that its linearity in longitudinal direction; Can also be regulated at vertical direction track girder by anti-levitating device, ensure that it is in vertical linearity.Its template is easy to adjust, degree of regulation is high, dismounting mould is easy, its degree of regulation can realize rectilinear orbit beam horizontal, longitudinal, vertical linearity precision reach ± 5mm within, ensure that the prefabricated quality of track girder.
Preferably, all adjusting parts in described step 5 regulate lateral displacement or the gradient of corresponding skeleton simultaneously.
Compared with prior art, beneficial effect of the present invention:
1, magnetic suspension linear track beam form system of the present invention, comprise bed die, side form, end mould, side form is also provided with adjusting part, end mould is provided with translating device, wherein adjusting part can rotate along track girder direction horizontal shifting and adjusting side mould the change realizing perpendicularity by adjusting side mould relative to bed die, and then realizes the vertical linear degree of track girder and the adjustment of perpendicularity; Translating device can end mould relative orbit beam longitudinal translation, can the linearity at adjustable track beam both ends; When die sinking, only need adjusting part by two side forms in opposite direction translation with away from track girder, translating device can by two end moulds in opposite direction translation with away from track girder, conveniently realize form removal; Whole template system structure is more simple, adjustment efficiency is high, dismounting is easy, is applicable to the prefabricated of rectilinear orbit beam;
2, the hydraulic means of the adjusting part of this template system can select hydraulic cylinder, its middle sleeve one end is fixed on bed die, piston is by horizontal support connecting framework, horizontal support is located on bed die by roller-coaster, hydraulic means stretches, horizontal support can drive the translation of skeleton respect thereto, with the spacing of adjusting side mould and track girder; Horizontal support is also provided with hound, and hound is scalable relative to horizontal support, and with the perpendicularity of adjusting side mould, adjusting part structure is simple, cost is lower, reliability is high;
3, the using method of magnetic suspension linear track beam form system of the present invention, laterally can carry out adjustment displacement and perpendicularity by side form and adjusting part to rectilinear orbit beam, ensures its linearity in transverse direction; Longitudinally can carry out displacement adjustment by end mould and translating device to rectilinear orbit beam, ensure that its linearity in longitudinal direction; Can also be regulated at vertical direction track girder by anti-levitating device, ensure that it is in vertical linearity.Its template is easy to adjust, degree of regulation is high, dismounting mould is easy, its degree of regulation can realize rectilinear orbit beam horizontal, longitudinal, vertical linearity precision reach ± 5mm within, ensure that the prefabricated quality of track girder.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of a kind of magnetic suspension linear track beam form system of the present invention;
Fig. 2 is the front view of Fig. 1;
Fig. 3 is the left view of Fig. 2;
Fig. 4 is the transverse sectional view of template system in Fig. 1;
Schematic diagram when Fig. 5 is template system die sinking in Fig. 4;
Fig. 6 is the structural representation of Fig. 1 middle-end mould.
Mark in figure:
1, track girder, 2, internal mold, 3, bed die, 31, bed die panel, 32, crossbeam, 33, built-in fitting, 4, end mould, 41, end mould support member, 42, longitudinal carrier, 43, translating device, 44, channel-section steel, 5, side form, 51, side form panel, 52, skeleton, 6, anti-levitating device, 7, adjusting part, 71, hound, 72, horizontal support, 73, hydraulic means, 74, locking device.
Detailed description of the invention
Below in conjunction with test example and detailed description of the invention, the present invention is described in further detail.But this should be interpreted as that the scope of the above-mentioned theme of the present invention is only limitted to following embodiment, all technology realized based on content of the present invention all belong to scope of the present invention.
Embodiment 1
As Figure 1-3, a kind of magnetic suspension linear track beam form system, comprising:
Bed die 3, for carrying the track girder 1 of rectilinear form;
Side form 5, comprises the side form panel 51 arranged along the longitudinal both sides of track girder 1, is provided with several skeletons 52 outside each side form panel 51;
End mould 4, is arranged along track girder 1 both ends, and being provided with outside end mould 4 can by the translating device 43 of described end mould 4 along track girder 1 longitudinal translation;
And several adjusting parts 7, be provided with adjusting part 7 described at least one that can regulate its perpendicularity and lateral displacement outside each skeleton 52.
As shown in Figure 4,5, above-mentioned each adjusting part 7 comprises that be located at can the hydraulic means 73 that laterally slides of relative orbit beam 1, and hydraulic means 73 is provided with horizontal support 72, and horizontal support 72 connects described skeleton 52; Each horizontal support 72 surface thereof is provided with telescopic hound 71, and hound 71 is hydraulic cylinder or screw rod, and hound 71 one end is hinged on skeleton 52, the other end is hinged on horizontal support 72.Wherein hydraulic means 73 can select hydraulic cylinder, sleeve one end is fixed on bed die 3, piston is by horizontal support 72 connecting framework 52, horizontal support 72 is located on bed die 3 by roller-coaster, hydraulic means stretches, horizontal support 72 can drive the translation of skeleton 52 respect thereto, with the spacing of adjusting side mould 5 with track girder 1; Horizontal support 72 is also provided with hound 71, and horizontal support 72 is scalable relatively, with the perpendicularity of adjusting side mould 5 for hound 71.Each horizontal support 72 is also provided with the locking device 74 for interfixing with bed die 3.This locking device 74 is locked what regulate to hydraulic means 74 after complete side form 5 for hydraulic means 73, and make horizontal support 72 and bed die 3 relative displacement not occur, locking device 74 can be selected screw mandrel and clamping screw to coordinate and realize.
This bed die 3 comprises the built-in fitting 33 being located at place, and described built-in fitting 33 is provided with row's crossbeam 32, and be bed die panel 31 above crossbeam 32, wherein the flatness of bed die panel 31 is less than 2mm within the scope of 2m.
Above-mentioned each side form panel 51 is stainless steel clad plate.Side form 5 selects stainless steel clad plate, and stainless steel clad plate is the composite plate steel plate be combined into carbon steel base layer and stainless steel cladding, has good processing performance, is convenient to the building of concrete, maintenance is separated with the form removal of track girder 1.In order to improve the prefabricated precision of rectilinear orbit beam 1, this side form panel 51 requires smooth, bright and clean, no concave-convex defect, and flatness is not more than 1mm, and plate face angularity is not more than 0.5mm.Skeleton 52 outside side form panel 51 selects channel-section steel, and all channel-section steels are spliced into entirety mutually, then is welded on stainless steel clad plate, is passing through the hinged hound 71 of several flat mouth pins outside each skeleton 52.Between side form panel 51 and bed die 3, junction is also provided with rubber strip, for gap between sealed sides die face plate 51 and bed die 3, and spillage during placement concrete placings.
As shown in Figure 6, end mould 4 comprises the channel-section steel 44 be vertically connected on bed die 3, longitudinal carrier 42 is connected with bottom channel-section steel 44, longitudinal carrier 42 is fixed on bed die 3, longitudinal carrier 42 is provided with translating device 43 and expansion end mould support member 41, and its middle-end mould support member 41 one end is hinged on end mould 4, the other end is hinged on longitudinal carrier 42.End mould support member 41 can select fluid cylinder or screw rod, for the perpendicularity of adjustable side mould 4.Translating device 43 selects hydraulic cylinder, and moved end mould 4 can be with along track girder 1 longitudinal translation.
This template system comprises outside bed die 3, side form 5, end mould 4, side form 5 is also provided with adjusting part 7, end mould 4 is provided with translating device 43, wherein adjusting part 7 can rotate along track girder 1 direction horizontal shifting and adjusting side mould 5 change realizing perpendicularity by adjusting side mould 5 relative to bed die 3, and outside side form 5, be provided with several skeletons 52, at least one adjusting part 7 is provided with outside each skeleton 52, all adjusting parts 7 coordinate adjustment, and then realize the vertical linear degree of track girder 1 and the adjustment of perpendicularity; Translating device 43 can end mould 4 relative orbit beam 1 longitudinal translation, can the linearity at adjustable track beam 1 both ends.When die sinking, adjusting part 7 by two side forms 5 in opposite direction translation with away from track girder 1, translating device 43 can by two end moulds 4 in opposite direction translation with away from track girder 1, conveniently realize form removal.
This template system relatively existing track girder 1 template, do not need to use the support that left and right concrete counter force wall realizes track girder 1, and directly respectively support to track girder 1, adjustment are realized to side form 5 and end mould 4 by adjusting part 7 and translating device 43, whole template system structure is more simple, adjustment efficiency is high, dismounting is easy, is applicable to the prefabricated of rectilinear orbit beam 1.
Embodiment 2
As shown in figures 1 to 6, present invention also offers a kind of using method of magnetic suspension linear track girder 1 template system, comprise as a kind of magnetic suspension linear track girder 1 template system in embodiment 1, its using method comprises the following steps:
Step one, installation bed die 3, install bed die 3 at beam making field;
Step 2, installation side form 5, be spliced into entirety by skeleton 52, and be welded on described side form panel 51, described skeleton 52 connects adjusting part 7, and be arranged on described bed die 3 by described side form 5 and adjustment member;
Step 3, installation end mould 4, at side form 5 both ends installation end mould 4, translating device 43 described in described end mould 4 arranged outside;
Step 4, installation internal mold 2, be placed in internal mold 2 inside described side form 5, end mould 4, regulates the relative position of bed die 3, side form 5, end mould 4, internal mold 2;
Step 5, all described adjusting parts 7, by the skeleton 52 outside translation side form panel 51, adjust the linearity of side form panel 51 entirety; The angle of the relative bed die 3 of tilt adjustment side form panel 51, the perpendicularity of adjusting side mould panel 51 entirety, the length travel of the translating device adjustable track beam 1 outside described end mould 4, until be adjusted to the precision that meets the requirements, then build concrete and forms rectilinear orbit beam 1;
Above step 6, described track girder 1, anti-levitating device 6 is installed, with the relative position of trapped orbit beam 1 and side and end mould 4;
Step 7, die sinking, track girder 1 is prefabricated complete after, adjusting part 7 drives two side form panels 51 traversing in opposite direction, and translating device drives two to hold mould 4 vertical shift in opposite direction, completes die sinking.
All adjusting parts 7 in upper step 5 regulate lateral displacement or the gradient of corresponding skeleton 52 simultaneously.In addition, during pre-track beam 1, first can spread the 25mm concrete of bed die 3, putting internal mold 2 and fixing the concrete of internal mold 2 after-pouring both sides, after the intensity of concrete by the time, first tearing the reinforcement place of internal mold 2 open, then tear other internal mold 2 open, then concrete and side form 5 one pieces overturn, and remove side form 5.If some aperture air compressor machines can be bored in advance on internal mold 2, side form panel 51 when side form 5 and internal mold 2 difficult form removal blow assistance form removal
The using method of this magnetic suspension linear track girder 1 template system, laterally can carry out adjustment displacement and perpendicularity by side form 5 and adjusting part 7 pairs of rectilinear orbit beams 1, ensures its linearity in transverse direction; Longitudinally can carry out displacement adjustment by end mould 4 and translating device to rectilinear orbit beam 1, ensure that its linearity in longitudinal direction; Can also be regulated at vertical direction by anti-levitating device 6 pairs of track girders 1, ensure that it is in vertical linearity.Its template is easy to adjust, degree of regulation is high, dismounting mould is easy, its degree of regulation can realize rectilinear orbit beam 1 horizontal, longitudinal, vertical linearity precision reach ± 5mm within, ensure that the prefabricated quality of track girder 1.
Above embodiment only in order to the present invention is described and and unrestricted technical scheme described in the invention, although this description with reference to each above-mentioned embodiment to present invention has been detailed description, but the present invention is not limited to above-mentioned detailed description of the invention, therefore anyly the present invention is modified or equivalent to replace; And all do not depart from technical scheme and the improvement thereof of the spirit and scope of invention, it all should be encompassed in the middle of right of the present invention.
Claims (10)
1. a magnetic suspension linear track beam form system, is characterized in that, comprising:
Bed die (3), for carrying the track girder (1) of rectilinear form;
Side form (5), comprises the side form panel (51) arranged along the longitudinal both sides of track girder (1), and each described side form panel (51) outside is provided with several skeletons (52);
End mould (4), is arranged along track girder (1) both ends, and described end mould (4) outside is provided with can by the translating device (43) of described end mould (4) along track girder (1) longitudinal translation;
And several adjusting parts (7), be provided with adjusting part (7) described at least one that can regulate its perpendicularity and lateral displacement outside each described skeleton (52).
2. a kind of magnetic suspension linear track beam form system according to claim 1, it is characterized in that, each described adjusting part (7) comprises that be located at can the hydraulic means (73) that laterally slides of relative orbit beam (1), described hydraulic means (73) is provided with horizontal support (72), and described horizontal support (72) connects described skeleton (52); Each described horizontal support (72) surface thereof is provided with telescopic hound (71), and described hound (71) one end is hinged on described skeleton (52), the other end is hinged on horizontal support (72).
3. a kind of magnetic suspension linear track beam form system according to claim 2, is characterized in that, each described horizontal support (72) is provided with the locking device (74) for interfixing with bed die (3).
4. a kind of magnetic suspension linear track beam form system according to claim 2, is characterized in that, described hound (71) is hydraulic cylinder or screw rod.
5. a kind of magnetic suspension linear track beam form system according to claim 1, is characterized in that, each described side form panel (51) is stainless steel clad plate.
6. a kind of magnetic suspension linear track beam form system according to claim 5, it is characterized in that, described skeleton (52) is channel-section steel, and all described channel-section steels are spliced into entirety mutually, and are welded on described stainless steel clad plate.
7. according to the arbitrary described a kind of magnetic suspension linear track beam form system of claim 1-6, it is characterized in that, described end mould (4) is provided with expansion end mould support member (41), and described end mould support member (41) one end is hinged on end mould (4), the other end is hinged on described bed die (3).
8. a kind of magnetic suspension linear track beam form system according to claim 7, is characterized in that, between described side form panel (51) and bed die (3), junction is provided with rubber strip.
9. a using method for magnetic suspension linear track beam form system, is characterized in that, comprise as arbitrary in claim 1-8 as described in a kind of magnetic suspension linear track beam form system, its using method comprises the following steps:
Step one, installation bed die (3), install bed die (3) at beam making field;
Step 2, installation side form (5), skeleton (52) is spliced into entirety, and be welded on described side form panel (51), described skeleton (52) connects adjusting part (7), and described side form (5) and adjustment member are arranged on described bed die (3);
Step 3, installation end mould (4), at side form both ends installation end mould (4), translating device described in described end mould (4) arranged outside;
Step 4, installation internal mold (2), internal mold (2) is placed in described side form (5), end mould (4) inner side, regulates the relative position of bed die (3), side form (5), end mould (4), internal mold (2);
Step 5, all described adjusting parts (7), by the skeleton (52) in translation side form panel (51) outside, adjust the linearity that side form panel (51) is overall; The angle of the relative bed die (3) of tilt adjustment side form panel (51), the perpendicularity that adjusting side mould panel (51) is overall, the length travel of described end mould (4) translating device outward (43) adjustable track beam (1), until be adjusted to the precision that meets the requirements, and build rectilinear orbit beam (1);
Anti-levitating device is installed in step 6, described track girder (1) top, with trapped orbit beam (1) and side and the relative position holding mould (4);
Step 7, die sinking, track girder (1) is prefabricated complete after, adjusting part (7) drives two side form panels (51) traversing in opposite direction, and translating device (43) drives mould (4) vertical shift in opposite direction of two ends, completes die sinking.
10. the using method of a kind of magnetic suspension linear track beam form system according to claim 9, is characterized in that, all adjusting parts (7) in described step 5 regulate lateral displacement or the gradient of corresponding skeleton (52) simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510374677.6A CN104908149B (en) | 2015-06-30 | 2015-06-30 | A kind of magnetic suspension linear track beam form system and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510374677.6A CN104908149B (en) | 2015-06-30 | 2015-06-30 | A kind of magnetic suspension linear track beam form system and application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104908149A true CN104908149A (en) | 2015-09-16 |
| CN104908149B CN104908149B (en) | 2018-12-18 |
Family
ID=54077788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510374677.6A Active CN104908149B (en) | 2015-06-30 | 2015-06-30 | A kind of magnetic suspension linear track beam form system and application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104908149B (en) |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106003392A (en) * | 2016-07-04 | 2016-10-12 | 北京交通大学 | Fixed-line-shaped track beam precasting formwork system for straddle type monorail transit |
| CN106626012A (en) * | 2017-03-07 | 2017-05-10 | 中铁工程设计咨询集团有限公司 | Integral transfer straddle-type monorail PC track beam template |
| CN106965301A (en) * | 2017-04-18 | 2017-07-21 | 刘嵩 | The rapid mould opening-closing mould and preparation method of a kind of new precast concrete beam column component |
| CN107599132A (en) * | 2017-08-21 | 2018-01-19 | 长沙远大住宅工业集团股份有限公司 | A kind of side mold device and side form opening/closing method |
| CN107775781A (en) * | 2017-10-27 | 2018-03-09 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete beam mould |
| CN107901196A (en) * | 2017-12-15 | 2018-04-13 | 许金根 | A kind of prefabricated beam column production mould |
| CN108638297A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | Vertical shift trolley, adjusting part and application method for monorail track beam forms |
| CN109434448A (en) * | 2018-12-18 | 2019-03-08 | 涿州市三博桥梁模板制造有限公司 | Side-form-moving multi-station construction device and construction method |
| CN109808054A (en) * | 2019-01-31 | 2019-05-28 | 中铁四局集团第二工程有限公司 | A kind of straight line PC track girder precast construction method |
| CN110394882A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of precast beam production mould and assembly and disassembly method |
| CN110394884A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of prefabricated post adjustable mold and prefabricated column production method |
| CN111496987A (en) * | 2019-07-15 | 2020-08-07 | 中铁建工集团有限公司 | Core mould come-up control system is prevented to hollow core slab |
| CN112757455A (en) * | 2020-04-08 | 2021-05-07 | 上海建工材料工程有限公司 | Prefabricating method for prefabricating high-precision high-speed magnetic suspension track beam slab |
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113910438A (en) * | 2021-10-11 | 2022-01-11 | 北京好运达智创科技有限公司 | Upper die opening device |
| CN114227869A (en) * | 2016-03-31 | 2022-03-25 | 俞晓东 | A mould for preparing H type concrete pile |
| CN114395983A (en) * | 2022-01-07 | 2022-04-26 | 中铁工程设计咨询集团有限公司 | Straddle type single-rail steel-concrete track beam bridge deck pouring template and bridge deck pouring method |
| CN115302611A (en) * | 2022-08-08 | 2022-11-08 | 中铁二十三局集团轨道交通工程有限公司 | High-speed magnetic levitation pi-shaped beam die |
| CN116766363A (en) * | 2023-08-22 | 2023-09-19 | 中铁六局集团太原铁路建设有限公司 | Integral magnetic levitation track beam template tool and method for manufacturing magnetic levitation track beam |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU682376A1 (en) * | 1977-05-17 | 1979-08-30 | Специальное Конструкторское Бюро Главмостостроя Министерства Транспортного Строительства | Apparatus for making prestressed concrete products |
| CN1306139A (en) * | 2001-01-19 | 2001-08-01 | 中国铁道建筑总公司养马河桥梁厂 | Magnetically suspended guide beam shutterings |
| CN201633115U (en) * | 2010-02-02 | 2010-11-17 | 中铁十一局集团第六工程有限公司 | Track beam form |
| CN202185966U (en) * | 2011-07-08 | 2012-04-11 | 四川五新智能设备有限公司 | Novel hydraulic internal mold for U-shaped beam |
| KR20120120680A (en) * | 2011-04-25 | 2012-11-02 | 유니슨이테크 주식회사 | Apparatus for manufacturing curvilineal track beam for monorail in mold room |
| CN104480810A (en) * | 2014-12-11 | 2015-04-01 | 中铁第四勘察设计院集团有限公司 | Medium-and-low speed magnetic levitation railway low route continuous framework type bearing rail beam structure and construction method |
-
2015
- 2015-06-30 CN CN201510374677.6A patent/CN104908149B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU682376A1 (en) * | 1977-05-17 | 1979-08-30 | Специальное Конструкторское Бюро Главмостостроя Министерства Транспортного Строительства | Apparatus for making prestressed concrete products |
| CN1306139A (en) * | 2001-01-19 | 2001-08-01 | 中国铁道建筑总公司养马河桥梁厂 | Magnetically suspended guide beam shutterings |
| CN201633115U (en) * | 2010-02-02 | 2010-11-17 | 中铁十一局集团第六工程有限公司 | Track beam form |
| KR20120120680A (en) * | 2011-04-25 | 2012-11-02 | 유니슨이테크 주식회사 | Apparatus for manufacturing curvilineal track beam for monorail in mold room |
| CN202185966U (en) * | 2011-07-08 | 2012-04-11 | 四川五新智能设备有限公司 | Novel hydraulic internal mold for U-shaped beam |
| CN104480810A (en) * | 2014-12-11 | 2015-04-01 | 中铁第四勘察设计院集团有限公司 | Medium-and-low speed magnetic levitation railway low route continuous framework type bearing rail beam structure and construction method |
Cited By (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114227869A (en) * | 2016-03-31 | 2022-03-25 | 俞晓东 | A mould for preparing H type concrete pile |
| CN106003392A (en) * | 2016-07-04 | 2016-10-12 | 北京交通大学 | Fixed-line-shaped track beam precasting formwork system for straddle type monorail transit |
| CN106626012A (en) * | 2017-03-07 | 2017-05-10 | 中铁工程设计咨询集团有限公司 | Integral transfer straddle-type monorail PC track beam template |
| CN106626012B (en) * | 2017-03-07 | 2022-06-03 | 中铁工程设计咨询集团有限公司 | Integral shifting type straddle type monorail PC track beam template |
| CN106965301A (en) * | 2017-04-18 | 2017-07-21 | 刘嵩 | The rapid mould opening-closing mould and preparation method of a kind of new precast concrete beam column component |
| CN107599132A (en) * | 2017-08-21 | 2018-01-19 | 长沙远大住宅工业集团股份有限公司 | A kind of side mold device and side form opening/closing method |
| CN107775781A (en) * | 2017-10-27 | 2018-03-09 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete beam mould |
| CN107901196A (en) * | 2017-12-15 | 2018-04-13 | 许金根 | A kind of prefabricated beam column production mould |
| CN107901196B (en) * | 2017-12-15 | 2024-03-15 | 许金根 | Mould is used in precast beam post production |
| CN108638297A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | Vertical shift trolley, adjusting part and application method for monorail track beam forms |
| CN109434448A (en) * | 2018-12-18 | 2019-03-08 | 涿州市三博桥梁模板制造有限公司 | Side-form-moving multi-station construction device and construction method |
| CN109808054A (en) * | 2019-01-31 | 2019-05-28 | 中铁四局集团第二工程有限公司 | A kind of straight line PC track girder precast construction method |
| CN111496987A (en) * | 2019-07-15 | 2020-08-07 | 中铁建工集团有限公司 | Core mould come-up control system is prevented to hollow core slab |
| CN110394884A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of prefabricated post adjustable mold and prefabricated column production method |
| CN110394882A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of precast beam production mould and assembly and disassembly method |
| CN110394884B (en) * | 2019-08-20 | 2024-01-30 | 湘潭远大住宅工业有限公司 | Prefabricated column adjustable die and prefabricated column production method |
| CN112757455A (en) * | 2020-04-08 | 2021-05-07 | 上海建工材料工程有限公司 | Prefabricating method for prefabricating high-precision high-speed magnetic suspension track beam slab |
| CN112757455B (en) * | 2020-04-08 | 2022-04-08 | 上海建工建材科技集团股份有限公司 | Prefabricating method for prefabricating high-precision high-speed magnetic suspension track beam slab |
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113047152B (en) * | 2021-05-18 | 2022-10-11 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113910438A (en) * | 2021-10-11 | 2022-01-11 | 北京好运达智创科技有限公司 | Upper die opening device |
| CN114395983A (en) * | 2022-01-07 | 2022-04-26 | 中铁工程设计咨询集团有限公司 | Straddle type single-rail steel-concrete track beam bridge deck pouring template and bridge deck pouring method |
| CN115302611A (en) * | 2022-08-08 | 2022-11-08 | 中铁二十三局集团轨道交通工程有限公司 | High-speed magnetic levitation pi-shaped beam die |
| CN116766363A (en) * | 2023-08-22 | 2023-09-19 | 中铁六局集团太原铁路建设有限公司 | Integral magnetic levitation track beam template tool and method for manufacturing magnetic levitation track beam |
| CN116766363B (en) * | 2023-08-22 | 2023-11-03 | 中铁六局集团太原铁路建设有限公司 | Integral magnetic levitation track beam template tool and method for manufacturing magnetic levitation track beam |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104908149B (en) | 2018-12-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104908149A (en) | Template system of magnetic-levitation linear track beam and application method | |
| CN104999547A (en) | Automatic template system for maglev curve track beam and use method of automatic template system | |
| CN109629441B (en) | PLC multipoint synchronous three-dimensional hydraulic bridge pushing system and pushing method | |
| CN102691270B (en) | Efficient and quick movable mould frame | |
| CN104999548B (en) | Magnetic floats the mechanical template system of curve track beam and application method | |
| CN103556817B (en) | Side wall concrete construction method employing side wall trolley | |
| CN104632251A (en) | Integrally cast type mould plate trolley and construction method of concrete pouring of underground passage | |
| CN104594918A (en) | Split integrated underground passage steel mold plate trolley and construction method thereof | |
| CN104500102A (en) | Retractable tunnel lining trolley and rapid movement method thereof | |
| CN106194216A (en) | A kind of Rectangular Box Culvert and constructing tunnel chassis | |
| CN100424322C (en) | Full circle once lining segregation type nose girder module bench and its construction method | |
| CN204899948U (en) | Cable groove formworking jumbo | |
| CN102535469B (en) | Tool type guiding pile-sinking device | |
| CN205112063U (en) | Integral hydraulic pressure exterior sheathing of precast box girder | |
| CN108691277A (en) | The three-dimensional adjustment tooling positioned in erection process for precast segment spliced girder | |
| CN102720137A (en) | Prefabrication construction method for trough girder sections of track traffic high-level bridge | |
| CN200974948Y (en) | Longitudinal-moving platform car for railroad switch laying | |
| CN204402506U (en) | A kind of extension type tunnel lining trolley | |
| CN103557011B (en) | A kind of side wall trolley | |
| CN202176343U (en) | Self-propelled multifunctional template trolley combining device | |
| CN205062678U (en) | Be applied to construction of case roof beam of wave form steel web structure and hang basket | |
| CN104180658A (en) | Mounting method for dedusting system of sintering machine | |
| CN202658534U (en) | Efficient and fast moving formwork | |
| CN205532638U (en) | A platform truck for ligature of tunnel lining framework of steel reinforcement | |
| CN202540478U (en) | Split binding bottom web mould for prestressed concrete simply support box girder reinforcing steel bars |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |