CN204780925U - City gate hole type inclined shaft slipform platform truck pulls removal structure - Google Patents
City gate hole type inclined shaft slipform platform truck pulls removal structure Download PDFInfo
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- CN204780925U CN204780925U CN201520494573.4U CN201520494573U CN204780925U CN 204780925 U CN204780925 U CN 204780925U CN 201520494573 U CN201520494573 U CN 201520494573U CN 204780925 U CN204780925 U CN 204780925U
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- inclined shaft
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- platform truck
- sliding
- steel structures
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Abstract
The utility model discloses a city gate hole type inclined shaft slipform platform truck pulls removal structure. The inclined shaft slope is 45 degrees, and the slipform platform truck includes platform truck steel structural system and the slipform of fixing through the support of platform truck steel structural system, and platform truck steel structural system bottom sets up the shape of moving along the inclined shaft and walks the system, follows inclined shaft cross section contour interval and has laid draw gear, draw gear includes ball formula jack, pole and pulling shoe climb. The utility model discloses pull and remove structure adoption along the city gate hole horizontal profile interval of cross section installation draw gear, a plurality of draw gear that the interval set up can stabilize balancedly driving bogie removal, and the slipform of fixed platform truck and support well when building, the ball formula jack of constituteing draw gear, pole and pulling shoe compact structure climb, stable in operation, the whole hydraulic drive of accessible, realize that the stable balanced of platform truck removes, the pole that climbs concreties in the concrete, it is stable, and the device is safe, and strong reliability.
Description
Technical field
The utility model belongs to construction work concrete construction equipment technology field, particularly relates to Hydraulic and Hydro-Power Engineering inclined shaft concrete construction equipment technology field, particularly a kind of sliding-mode trolley tethered sliding structure for the concreting of gateway opening type inclined shaft.
Background technology
Concrete construction is often applied in construction work.Conventional inclined shaft sliding angle is generally 60 degree ~ 90 degree, and section mostly is regular circle, ellipse or rectangle, and sliding formwork moves by arranging traction anchor cable and elongated steel strand, and configures the realization of punching jack trailer system.For gateway opening type inclined shaft, general all adopt full hall scaffold to join combined steel formwork to build and conventional steel mould trolley is built, the domestic precedent that there is no 45 degree of inclined shaft gateway opening type sliding mode designs and construction at present, also more unstablely carries out traction drive structure for 45 degree of inclined shaft gateway opening type sliding formworks.
Summary of the invention
The utility model discloses a kind of gateway opening type inclined shaft sliding chassis tethered sliding structure according to the deficiencies in the prior art.Problem to be solved in the utility model is to provide and a kind ofly more can moves the gateway opening type inclined shaft sliding chassis tethered sliding structure realizing continuous concrete and build along 45 degree of inclined shafts by stabilized driving sliding-mode trolley.
The utility model provides following technical scheme to realize:
Gateway opening type inclined shaft sliding chassis tethered sliding structure, described inclined shaft and horizontal plane angle are 45 degree, sliding-mode trolley comprises chassis steel structures coating and supports fixing sliding formwork by chassis steel structures coating, it is characterized in that: be provided with bottom described chassis steel structures coating for the chassis shape walking system of chassis along inclined shaft movement, be laid with draw-gear along inclined shaft cross-sectional profiles interval; Described draw-gear comprises ball-type jack, climb bar and traction base, consolidation in inclined shaft concrete is imbedded in bar one end of climbing, the other end extends along concreting direction and lays, and traction base is corresponding to be fixed on chassis steel structures coating and to be connected with bar traction drive of climbing by ball-type jack.
Described draw-gear is installed along gateway opening cross-sectional horizontal profiled spaces 90cm ~ 100cm.
Described traction base is made up of the tie-beam be connected and fixed with chassis steel structures coating and jack fixed platform, and jack fixed platform has through hole, and the bar that climbs moves under ball-type jack traction drive through through hole.
Described chassis shape walking system comprises the trolley track that is arranged at inclined shaft ground and to be arranged on bottom chassis steel structures coating and along the roller of trolley track movement.
The tractive force that the whole slip of the utility model sliding-mode trolley mainly relies on ball-type jack to provide chassis to climb by hydraulic system, be drive the draw-gear of power to install along gateway opening cross-sectional horizontal profiled spaces 90cm ~ 100cm with jack, jack supports the use with the bar that climbs, consolidation in the Transducers Embedded in Concrete of bar bottom of climbing is fixed, to climb as chassis the support of tractive force, the bar that climbs can adopt GB Φ 48 × 3.5mm steel pipe, the bar that climbs lays along concreting direction is elongated, and adjacent two bars that climb adopt and are welded to connect.Hydraulic climbing system relies on base and connects channel-section steel and is connected with chassis main framing.
The utility model tethered sliding structure adopts installs draw-gear along gateway opening cross-sectional horizontal profiled spaces, spaced multiple draw-gear can drive chassis to move in stable equilibrium ground, and the sliding formwork of chassis and support thereof is fixed well when building, composition draw-gear ball-type jack, climb bar and traction understructure compact, operate steadily, drive by integrated hydraulic, the stable equilibrium realizing chassis moves, the bar that climbs is cemented in concrete, and it is stable, safety, reliability are strong.To integrally-built sliding-mode trolley, the utility model driveability is stable, driving force is strong, builds fixation.
Accompanying drawing explanation
Fig. 1 is the utility model sliding-mode trolley vertical section structure position view in inclined shaft;
Fig. 2 is that the utility model tethered sliding structure is at inclined shaft cross sectional arrangement schematic diagram;
Fig. 3 is the utility model draw-gear structural representation;
Fig. 4 is the utility model draw-gear base plane structural representation.
In figure, 1 is working platform, and 2 is side wall slip forms, and 3 is crown sliding formworks, and 4 is ditch sliding formworks, 5 is inclined shaft ground, and 6 is draw-gears, and 61 is traction bases, and 62 is the bars that climb, 63 is ball-type jack, and 7 is group moulds of marking time, and 8 is chassis steel structures coating, and 9 is chassis shape walking systems.
Detailed description of the invention
Below by embodiment, the utility model is specifically described; embodiment is only for being further detailed the utility model; can not be interpreted as the restriction to the utility model protection domain, some nonessential improvement that those skilled in the art makes according to above-mentioned content of the present utility model and adjustment also belong to the scope of the utility model protection.
Composition graphs 1 to Fig. 4.
Gateway opening type inclined shaft sliding chassis tethered sliding structure, inclined shaft and horizontal plane angle are 45 degree, sliding-mode trolley comprises chassis steel structures coating 8 and supports fixing sliding formwork 2,3,4 by chassis steel structures coating 8, be provided with bottom chassis steel structures coating 8 for the chassis shape walking system 9 of chassis along inclined shaft movement, be laid with draw-gear 6 along inclined shaft cross-sectional profiles interval; Draw-gear 6 comprises ball-type jack 63, climb bar 62 and traction base 61, consolidation in inclined shaft concrete is imbedded in bar 62 one end of climbing, the other end extends along concreting direction and lays, and traction base 61 is corresponding to be fixed on chassis steel structures coating 8 and to be connected with bar 62 traction drive of climbing by ball-type jack 63.
Draw-gear 6 is installed along gateway opening cross-sectional horizontal profiled spaces 90cm ~ 100cm.
Traction base 61 is made up of the tie-beam be connected and fixed with chassis steel structures coating 8 and jack fixed platform, and jack fixed platform has through hole, and the bar 62 that climbs moves under ball-type jack 63 traction drive through through hole.
Chassis shape walking system 8 comprises the trolley track that is arranged at inclined shaft ground and to be arranged on bottom chassis steel structures coating 8 and along the roller of trolley track movement.
As depicted in figs. 1 and 2, Fig. 1 is the utility model sliding-mode trolley vertical section structure position view in inclined shaft; Fig. 2 is that the utility model tethered sliding structure is at inclined shaft cross sectional arrangement schematic diagram, inclined shaft design inclination 45 degree in figure, in figure chassis steel structures coating 8 emphasis illustrate main steel frame structure and its bottom running gear 9, main steel frame structure is connected to form primarily of the girder steel of spatial lattice structure, the girder steel that also add oblique increases stability further, running gear 9 usually arranges and organizes roller more bottom chassis steel structures coating 8, be set to four groups in this figure, move along two parallel trolley tracks respectively.Chassis steel structures coating 8 is at inclined shaft medium dip tethered sliding.With chassis steel structures coating 8 for supporting, being horizontally disposed with many groups working platform, is modify platform, operating platform, reinforcement construction platform and protective platform from the bottom to top respectively.
The plane structure that chassis steel structures coating 8 is formed for grid girder steel, inclined shaft side wall slip form 2, crown sliding formwork 3, ditch, inclined shaft ground sliding formwork 4 connect for overall at cross section.Draw-gear 6 is laid along inclined shaft cross-sectional profiles interval, and the present invention adopts interval 90cm ~ 100cm to install draw-gear 6, and can make chassis steel structures coating 8 each portion uniform force, tethered sliding is more stable.In figure, inclined shaft ground 5 is also provided with trolley track.
Fig. 3 is the utility model draw-gear structural representation; Fig. 4 is draw-gear base plane structural representation of the present invention.The tractive force that the whole slip of the utility model sliding-mode trolley mainly relies on ball-type jack 63 to provide chassis to climb by hydraulic system, in draw-gear 6, ball-type jack 63 supports the use with the bar 62 that climbs, climb in the Transducers Embedded in Concrete of bar 62 bottom, to climb as chassis the support of tractive force, the bar 62 that climbs can adopt GB Φ 48 × 3.5mm steel pipe, the bar 62 that climbs lays along concreting direction is elongated, and adjacent two bars 62 that climb adopt and are welded to connect.Hydraulic climbing system relies on traction base 61 to be connected with chassis steel structures coating 8, and chassis is walked by trolley track.
The ball-type jack 63 of draw-gear 6 is fixed on the platform of traction base 61, and ball-type jack 63 adopts bolt to be connected with the platform of traction base 61, and the connection girder steel that has of traction base 61 is connected with chassis steel structures coating 8.The bar 62 that climbs is installed on ball-type jack 63 and traction base 61, and consolidation in the Transducers Embedded in Concrete of one end, controls the sliding direction of chassis.
The utility model tethered sliding structure adopts installs draw-gear 6 along gateway opening cross-sectional horizontal profiled spaces, spaced multiple draw-gear 6 can drive chassis to move in stable equilibrium ground, and the sliding formwork of chassis and support thereof is fixed when building, form the ball-type jack 63 of draw-gear 6, climb bar 62 and traction base 61 compact conformation, operate steadily, drive by integrated hydraulic, the stable equilibrium realizing chassis moves, the bar 62 that climbs is cemented in concrete, and it is stable, safety, reliability are strong.To integrally-built sliding-mode trolley, the utility model driveability is stable, driving force is strong, builds fixation.
Claims (4)
1. a gateway opening type inclined shaft sliding chassis tethered sliding structure, described inclined shaft and horizontal plane angle are 45 degree, sliding-mode trolley comprises chassis steel structures coating and supports fixing sliding formwork by chassis steel structures coating, it is characterized in that: be provided with bottom described chassis steel structures coating for the chassis shape walking system of chassis along inclined shaft movement, be laid with draw-gear along inclined shaft cross-sectional profiles interval; Described draw-gear comprises ball-type jack, climb bar and traction base, consolidation in inclined shaft concrete is imbedded in bar one end of climbing, the other end extends along concreting direction and lays, and traction base is corresponding to be fixed on chassis steel structures coating and to be connected with bar traction drive of climbing by ball-type jack.
2. gateway opening type inclined shaft sliding chassis tethered sliding structure according to claim 1, is characterized in that: described draw-gear is installed along gateway opening cross-sectional horizontal profiled spaces 90cm ~ 100cm.
3. gateway opening type inclined shaft sliding chassis tethered sliding structure according to claim 2, it is characterized in that: described traction base is made up of the tie-beam be connected and fixed with chassis steel structures coating and jack fixed platform, jack fixed platform has through hole, and the bar that climbs moves under ball-type jack traction drive through through hole.
4. gateway opening type inclined shaft sliding chassis tethered sliding structure according to claim 1 or 2 or 3, is characterized in that: described chassis shape walking system comprises the trolley track that is arranged at inclined shaft ground and to be arranged on bottom chassis steel structures coating and along the roller of trolley track movement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494573.4U CN204780925U (en) | 2015-07-10 | 2015-07-10 | City gate hole type inclined shaft slipform platform truck pulls removal structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520494573.4U CN204780925U (en) | 2015-07-10 | 2015-07-10 | City gate hole type inclined shaft slipform platform truck pulls removal structure |
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| CN204780925U true CN204780925U (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520494573.4U Active CN204780925U (en) | 2015-07-10 | 2015-07-10 | City gate hole type inclined shaft slipform platform truck pulls removal structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442945A (en) * | 2018-04-18 | 2018-08-24 | 中铁二院工程集团有限责任公司 | A kind of self-propelled tunnel lining trolley |
| CN109750643A (en) * | 2017-11-06 | 2019-05-14 | 丹阳市宏光机械有限公司 | A kind of power station inclined shaft sliding beam device |
| CN117365079A (en) * | 2023-12-05 | 2024-01-09 | 上海建工一建集团有限公司 | Large-creepage-distance steel column cylinder frame alternately supporting integral climbing steel platform formwork |
-
2015
- 2015-07-10 CN CN201520494573.4U patent/CN204780925U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750643A (en) * | 2017-11-06 | 2019-05-14 | 丹阳市宏光机械有限公司 | A kind of power station inclined shaft sliding beam device |
| CN108442945A (en) * | 2018-04-18 | 2018-08-24 | 中铁二院工程集团有限责任公司 | A kind of self-propelled tunnel lining trolley |
| CN117365079A (en) * | 2023-12-05 | 2024-01-09 | 上海建工一建集团有限公司 | Large-creepage-distance steel column cylinder frame alternately supporting integral climbing steel platform formwork |
| CN117365079B (en) * | 2023-12-05 | 2024-02-02 | 上海建工一建集团有限公司 | Large-creepage-distance steel column cylinder frame alternately supporting integral climbing steel platform formwork |
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