CN206070379U - A kind of large-scale structure pose adjusts constructing device - Google Patents
A kind of large-scale structure pose adjusts constructing device Download PDFInfo
- Publication number
- CN206070379U CN206070379U CN201620992418.XU CN201620992418U CN206070379U CN 206070379 U CN206070379 U CN 206070379U CN 201620992418 U CN201620992418 U CN 201620992418U CN 206070379 U CN206070379 U CN 206070379U
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- horizontal
- longitudinal
- oil cylinder
- vertical
- steel plate
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Abstract
This utility model is related to a kind of large-scale structure pose and adjusts constructing device, belongs to Traffic Engineering Construction technical field.Including vertical jacking apparatus, horizontal push unit and longitudinal push unit, the horizontal push unit is slidably connected on longitudinal push unit, the vertical jacking apparatus are slidably connected on horizontal push unit, the vertical jacking apparatus include spherical hinge structure, vertical supporting oil cylinder, vertical fixed structure and horizontal sliding plate, the vertical supporting oil cylinder is flexibly connected with spherical hinge structure, the spherical hinge structure upper surface is plane construction surface, the vertical supporting oil cylinder is fixed on vertical fixed structure, and the vertical fixed structure is fixed on horizontal sliding plate.This utility model is capable of achieving the pose adjustment construction to large scale structure straight path and curvilinear path in the construction space.
Description
Technical field
This utility model is related to Traffic Engineering Construction technical field, and in particular to a kind of large-scale structure pose adjustment construction dress
Put.
Background technology
With the continuous application in Traffic Engineering Construction of factory prefabricating, structure large-scale and development, for Large bridge
The field erected special construction equipment of beam, pile foundation or Ship Structure arises.The construction of large-scale component routinely adopts jig frame,
Based on fixed operation platform and by Large-scale Hoisting equipment component is installed and is transposed, or adopted multi-point lifting, turn
The equipment special such as body, dilatory completes the space line and specific curves construction of large-scale component.Lifting equipment is coordinated using jig frame
Construction, poor stability, space hold is big, temporary structure consumption is big, poor component spatial pose Adjustment precision, low construction efficiency, fit
Use narrow range.Using multi-point lifting, swivel or dilatory method, need to set up the strong button tower of bearing capacity or supporting construction in advance, and lead to
Cross multiple spot overload hydraulic oil cylinder and complete component construction, efficiency of construction is high, but spatial pose adjusts ability not high, and be only capable of realizing component
Straight line and flat, perpendicular circular curve construction, and constructing operation complexity of transposing, component curved surface features bad adaptability, structure are broken
Bad risk is big, poor stability.
Utility model content
The purpose of this utility model is aiming at the defect of prior art, there is provided a kind of large-scale structure pose adjustment construction dress
Put.It can with such as ground, permanently or temporarily the supporting construction such as bearing, stake top is as fulcrum, good adaptation large-scale component construction surface
Surface modeling, and stablize and quickly large scale structure is constructed along space curve path, with applied widely and work
The characteristics of efficiency high.
The technical solution adopted in the utility model is：Including vertical jacking apparatus, horizontal push unit and longitudinal direction passage dress
Put, the horizontal push unit is slidably connected on longitudinal push unit, the vertical jacking apparatus are slidably connected to and laterally push away
On moving device, the vertical jacking apparatus include spherical hinge structure, vertical supporting oil cylinder, vertical fixed structure and horizontal sliding plate,
The vertical supporting oil cylinder is flexibly connected with spherical hinge structure, the spherical hinge structure upper surface be plane construction surface, described vertical
Support oil cylinder is fixed on vertical fixed structure, and the vertical fixed structure is fixed on horizontal sliding plate.
Further preferred structure, the spherical hinge structure include top half and the latter half, the top half upper end
Face is plane, and lower surface is sphere, and the latter half upper surface opens up ball groove, and the top half is placed in ball groove, described
Top half upper surface opens up hole, and connector, the threaded connector bottom and vertical supporting oil cylinder are threaded in the hole
Piston rod connects.
Further preferred structure, the aperture in the hole are more than the diameter of axle of threaded connector.There is weight above top half
Press against, according to the difference at inclination angle, top half angle can comply with change, and hole is caused with the dimensional fits of threaded connector
The angle change that this is complied with is less than positive and negative 5 degree.
In above-mentioned technical proposal, the vertical jacking apparatus are placed in above horizontal push unit, component is supported, is pushed up
Rise and fall construction after rise.The spherical hinge structure upper surface is construction surface, can be fitted with large scale structure work surface self-adaption, spherical hinge structure
Can adjust with respect to the Space Rotating angular range of vertical supporting oil cylinder.The vertical supporting oil cylinder is placed in vertical fixed structure.
Further preferred structure, the horizontal push unit include horizontal passage oil cylinder, horizontal fixed structure, horizontal mirror
Face sliding steel plate, cross spacing structure, two longitudinal spacing steel plates being parallel to each other and straight skidding plate, the horizontal minute surface are slided
Move steel plate, cross spacing structure and longitudinal spacing steel plate to be arranged on horizontal fixed structure, the horizontal sliding plate is placed in laterally
In the slideway that minute surface sliding steel plate is formed with longitudinal spacing steel plate, end is spacing by cross spacing structure, the horizontal fixation
Structure is fixed on straight skidding plate, and the horizontal passage oil cylinder piston rod is fixed with vertical fixed structure side.
Further preferred structure, the horizontal passage oil cylinder are placed on the bearing of horizontal fixed structure both sides.
In above-mentioned technical proposal, the horizontal push unit is placed in vertical jacking apparatus lower end with longitudinal push unit upper end
Between, lateral attitude is carried out with the connector of component to vertical jacking apparatus and adjusts construction.Laterally passage oil cylinder passage is vertical solid
The lateral steel plate of fixed structure causes the horizontal sliding plate of vertical jacking apparatus bottom surface to slide on horizontal minute surface sliding steel plate.Laterally
Straight skidding plate is installed in fixed structure bottom surface, and longitudinal spacing steel plate limits vertical jacking apparatus and laterally slides in horizontal push unit
Vertical misalignment distance when dynamic.
Further preferred structure, longitudinal push unit include longitudinal passage oil cylinder, longitudinally fixed structure, longitudinal mirror
The cross spacing steel plate that face sliding steel plate, longitudinal spacing structure and two are parallel to each other, longitudinal minute surface sliding steel plate, longitudinal direction
Position limiting structure and cross spacing steel plate are arranged in longitudinally fixed structure, and the straight skidding plate is placed in longitudinal minute surface sliding steel plate
With cross spacing steel plate formed slideway in, end by longitudinal spacing structure it is spacing, longitudinal passage oil cylinder piston rod with
Laterally fixed structure side is fixed.
Further preferred structure, longitudinal passage oil cylinder are fixed on longitudinal bearing of longitudinally fixed structure.
In above-mentioned technical proposal, longitudinal push unit is placed between horizontal push unit lower end and supporting surface upper end,
Lengthwise position regulation construction is carried out to the connector of horizontal push unit, vertical jacking apparatus and component.Longitudinally fixed structure
On be provided with longitudinal minute surface sliding steel plate and cross spacing steel plate.Longitudinal passage oil cylinder elapses the lateral steel plate of horizontal fixed structure
So that laterally the straight skidding plate of jacking apparatus bottom surface slides on minute surface sliding steel plate.The spacing steel plate of cross spacing limits horizontal
Lateral shift distance of the push unit in longitudinal push unit during longitudinal sliding motion.
Longitudinal push unit in this utility model be placed in it is on supporting surface and spacing, by adjusting vertical jacking apparatus, horizontal stroke
To the vertical jacking cylinder in push unit and longitudinal push unit, horizontal passage oil cylinder and longitudinal passage oil cylinder, can be real
The now pose adjustment construction to large scale structure straight path and curvilinear path in the construction space.
Description of the drawings
Fig. 1 is this utility model front view；
Fig. 2 is this utility model construction front view；
Fig. 3 is this utility model construction top view；
Fig. 4 is another pose front view of this utility model construction.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, is easy to be well understood to
This utility model, but they do not constitute restriction to this utility model.
As shown in figure 1, this utility model includes that vertical jacking apparatus 100, horizontal push unit 200 and longitudinal direction elapse
Device 300, the horizontal push unit 200 are slidably connected on longitudinal push unit 300, and the vertical jacking apparatus 100 are slided
It is dynamic to be connected on horizontal push unit 200, the vertical jacking apparatus 100 include spherical hinge structure 102, vertical supporting oil cylinder 101,
Vertical fixed structure 104 and horizontal sliding plate 105, the vertical supporting oil cylinder 101 is flexibly connected with spherical hinge structure 102, described
102 upper surface of spherical hinge structure is plane construction surface, and the vertical supporting oil cylinder 101 is fixed on vertical fixed structure 104, described perpendicular
It is fixed on horizontal sliding plate 105 to fixed structure 104.
In such scheme, the spherical hinge structure 102 includes top half 121 and the latter half 122, the top half
121 upper surfaces are plane, and lower surface is sphere, and 122 upper surface of the latter half opens up ball groove, and the top half 121 is put
In ball groove, 121 upper surface of the top half opens up hole 123, is threaded connector 103, the screw thread in the hole 123
103 bottom of connector is connected with 101 piston rod of vertical supporting oil cylinder.Axle of the aperture in the hole 123 more than threaded connector 103
Footpath.
In such scheme, the horizontal push unit 200 includes horizontal passage oil cylinder 201, horizontal fixed structure 202, horizontal stroke
To minute surface sliding steel plate 203,205, two longitudinal spacing steel plates 206 being parallel to each other of cross spacing structure and straight skidding plate
204, the horizontal minute surface sliding steel plate 203, cross spacing structure 205 and longitudinal spacing steel plate 206 are arranged at horizontal fixed knot
On structure 202, the horizontal sliding plate 105 is placed in the slideway that horizontal minute surface sliding steel plate 203 is formed with longitudinal spacing steel plate 206
Interior, end is spacing by cross spacing structure 205, and the horizontal fixed structure 202 is fixed on straight skidding plate 204, described
Laterally 201 piston rod of passage oil cylinder is fixed with 104 side of vertical fixed structure.The horizontal passage oil cylinder 201 is placed in laterally solid
On the bearing of 202 both sides of fixed structure.
In such scheme, longitudinal push unit 300 includes longitudinal passage oil cylinder 301, longitudinally fixed structure 302, indulges
To the cross spacing steel plate 305 that minute surface sliding steel plate 303, longitudinal spacing structure 304 and two are parallel to each other, longitudinal minute surface
Sliding steel plate 303, longitudinal spacing structure 304 and cross spacing steel plate 305 are arranged in longitudinally fixed structure 302, the longitudinal direction
Sliding plate 204 is placed in the slideway that longitudinal minute surface sliding steel plate 303 is formed with cross spacing steel plate 305, and end is by longitudinal direction limit
Bit architecture 304 is spacing, and 301 piston rod of longitudinal passage oil cylinder is fixed with 202 side of horizontal fixed structure.The longitudinal direction elapses
Oil cylinder 301 is fixed on longitudinal bearing of longitudinally fixed structure 302.
As shown in figs 2-4, before construction, according to 400 construction surface present position of large-scale component and spatial pose adjustment construction
Technological requirement, places and is respectively mounted longitudinal push unit 300, horizontal push unit 200, vertical jacking on supporting surface 500
Device 100 and temporary support structure 501.Supporting surface 500 can be according to 400 space of large-scale component relative to the earth space angle α
Pose adjustment construction path is pre-seted.Adjust vertical supporting oil cylinder 101, horizontal passage oil cylinder 201 and longitudinal passage oil cylinder
301 so that 102 position of spherical hinge structure is in dead-center position.
During work, the jacking upwards of low-voltage driving vertical supporting oil cylinder 101 makes 102 upper end of spherical hinge structure and large-scale component 400
Construction surface comes in contact, and 102 upper surface of spherical hinge structure is according to the feature of 400 construction surface of large-scale component and is threaded connection part
103 carry out Automatic adjusument and spacing, and angle adjustable is less than β.High drive vertical supporting oil cylinder so that large-scale component 400
Depart from temporary support structure 501, after large-scale component 400 continues up jacking and reaches setpoint distance, vertical jacking cylinder 101 stops
Only work.According to the requirement that large-scale component spatial pose adjusts path is designed, horizontal passage oil cylinder 201 is individually or simultaneously driven
The unidirectional oil cylinder of meaning side and longitudinal passage oil cylinder 301, promote vertical fixed structure 104 and horizontal fixed structure 202, vertical fixed
The horizontal sliding plate 105 of 104 bottom of structure slides on the horizontal mirror image sliding steel plate 203 in horizontal fixed structure 202, slides
Space is limited between longitudinal spacing steel plate 206.Laterally the straight skidding plate 204 of 202 bottom of fixed structure is in longitudinally fixed knot
Slide on longitudinal mirror image sliding steel plate 303 in structure 302, sliding space is limited between cross spacing steel plate 305, so as to complete
Vertical jacking apparatus 100, horizontal push unit 200 adjust a stroke of construction with 400 connector spatial pose of large-scale component.
In one adjustment stroke, linear distance of the space displacement of large-scale component 400 change on horizontal and vertical less than laterally and
Set distance between longitudinal spacing steel plate.After one adjustment stroke terminates, bounce back vertical supporting oil cylinder 101, large-scale component 400 times
501 upper surface of temporary support structure is dropped down onto, individually or simultaneously the oil cylinder of horizontal 201 opposite side of passage oil cylinder of reverse drive and longitudinal direction
Passage oil cylinder 301 so that 102 position of spherical hinge structure returns back to dead-center position.So move in circles action, is capable of achieving large-scale component
The adjustment construction of spatial pose.
The content that this specification is not described in detail belongs to prior art known to professional and technical personnel in the field.
Claims (7)
1. a kind of large-scale structure pose adjusts constructing device, including vertical jacking apparatus (100), horizontal push unit (200) and
Longitudinal push unit (300), the horizontal push unit (200) are slidably connected on longitudinal push unit (300), described vertical
Jacking apparatus (100) are slidably connected on horizontal push unit (200), it is characterised in that vertical jacking apparatus (100) bag
Spherical hinge structure (102), vertical supporting oil cylinder (101), vertical fixed structure (104) and horizontal sliding plate (105) are included, it is described vertical
Support cylinder (101) is flexibly connected with spherical hinge structure (102), and spherical hinge structure (102) upper surface is plane construction surface, described
Vertical supporting oil cylinder (101) is fixed on vertical fixed structure (104), and the vertical fixed structure (104) is fixed on horizontal sliding
On plate (105).
2. a kind of large-scale structure pose according to claim 1 adjusts constructing device, it is characterised in that the spherical hinge structure
(102) including top half (121) and the latter half (122), top half (121) upper surface is plane, and lower surface is
Sphere, the latter half (122) upper surface open up ball groove, and the top half (121) is placed in ball groove, the top half
(121) upper surface opens up in hole (123), the hole (123) and is threaded connector (103), threaded connector (103) bottom
Portion is connected with vertical supporting oil cylinder (101) piston rod.
3. a kind of large-scale structure pose according to claim 2 adjusts constructing device, it is characterised in that the hole (123)
Aperture more than threaded connector (103) the diameter of axle.
4. a kind of large-scale structure pose according to claim 1 adjusts constructing device, it is characterised in that the horizontal passage
Device (200) includes horizontal passage oil cylinder (201), horizontal fixed structure (202), laterally horizontal minute surface sliding steel plate (203), limit
Bit architecture (205), two longitudinal spacing steel plates (206) being parallel to each other and straight skidding plate (204), the horizontal minute surface sliding
Steel plate (203), cross spacing structure (205) and longitudinal spacing steel plate (206) are arranged on horizontal fixed structure (202), described
Horizontal sliding plate (105) is placed in the slideway that horizontal minute surface sliding steel plate (203) is formed with longitudinal spacing steel plate (206), end
Spacing by cross spacing structure (205), the horizontal fixed structure (202) is fixed on straight skidding plate (204), the horizontal stroke
Fix to passage oil cylinder (201) piston rod with vertical fixed structure (104) side.
5. a kind of large-scale structure pose according to claim 4 adjusts constructing device, it is characterised in that the horizontal passage
Oil cylinder (201) is placed on the bearing of horizontal fixed structure (202) both sides.
6. a kind of large-scale structure pose according to claim 4 adjusts constructing device, it is characterised in that the longitudinal direction elapses
Device (300) is limited including longitudinal passage oil cylinder (301), longitudinally fixed structure (302), longitudinal minute surface sliding steel plate (303), longitudinal direction
The cross spacing steel plate (305) that bit architecture (304) and two are parallel to each other, longitudinal minute surface sliding steel plate (303), longitudinal direction are limited
Bit architecture (304) and cross spacing steel plate (305) are arranged in longitudinally fixed structure (302), and the straight skidding plate (204) is put
In the slideway that longitudinal minute surface sliding steel plate (303) and cross spacing steel plate (305) are formed, end passes through longitudinal spacing structure
(304) spacing, longitudinal passage oil cylinder (301) piston rod is fixed with horizontal fixed structure (202) side.
7. a kind of large-scale structure pose according to claim 6 adjusts constructing device, it is characterised in that the longitudinal direction elapses
Oil cylinder (301) is fixed on longitudinal bearing of longitudinally fixed structure (302).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992418.XU CN206070379U (en) | 2016-08-30 | 2016-08-30 | A kind of large-scale structure pose adjusts constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992418.XU CN206070379U (en) | 2016-08-30 | 2016-08-30 | A kind of large-scale structure pose adjusts constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206070379U true CN206070379U (en) | 2017-04-05 |
Family
ID=58434284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620992418.XU Expired - Fee Related CN206070379U (en) | 2016-08-30 | 2016-08-30 | A kind of large-scale structure pose adjusts constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206070379U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109297724A (en) * | 2018-10-09 | 2019-02-01 | 株洲时代新材料科技股份有限公司 | A kind of the composite fatigue test device and method of V-type distance rod assembly |
| CN110886236A (en) * | 2019-12-25 | 2020-03-17 | 张乾 | Detachable high-speed bridge turns steel support and uses ball seat down |
| CN112872883A (en) * | 2021-02-04 | 2021-06-01 | 青岛科技大学 | Heavy rectangular workpiece correction platform |
-
2016
- 2016-08-30 CN CN201620992418.XU patent/CN206070379U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109297724A (en) * | 2018-10-09 | 2019-02-01 | 株洲时代新材料科技股份有限公司 | A kind of the composite fatigue test device and method of V-type distance rod assembly |
| CN109297724B (en) * | 2018-10-09 | 2020-11-10 | 株洲时代新材料科技股份有限公司 | Composite fatigue testing device and method for V-shaped thrust rod assembly |
| CN110886236A (en) * | 2019-12-25 | 2020-03-17 | 张乾 | Detachable high-speed bridge turns steel support and uses ball seat down |
| CN110886236B (en) * | 2019-12-25 | 2021-06-29 | 张乾 | Detachable high-speed bridge turns steel support and uses ball seat down |
| CN112872883A (en) * | 2021-02-04 | 2021-06-01 | 青岛科技大学 | Heavy rectangular workpiece correction platform |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170405 Termination date: 20210830 |
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| CF01 | Termination of patent right due to non-payment of annual fee |