CN205187551U - Diagonal jacking equipment is with variable inclination guide rail frame - Google Patents
Diagonal jacking equipment is with variable inclination guide rail frame Download PDFInfo
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- CN205187551U CN205187551U CN201520923521.4U CN201520923521U CN205187551U CN 205187551 U CN205187551 U CN 205187551U CN 201520923521 U CN201520923521 U CN 201520923521U CN 205187551 U CN205187551 U CN 205187551U
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- truss
- guide rail
- jacking equipment
- rail bracket
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Abstract
The utility model relates to a diagonal jacking equipment is with variable inclination guide rail frame, including a truss, set up body walking wheel rolling guide rail in jacking equipment railway carriage or compartment on this truss, truss and building platform link set up upper portion angle adjustment mechanism, this upper portion angle adjustment mechanism with the flat edge of table end connection of building, the truss support and set up lower part angle adjustment mechanism in ground end, the guide rail is put up and is overregulated upper portion angle adjustment mechanism and lower part angle adjustment mechanism to realize that the inclination of truss is gone up to the guide rail frame adjustable. The utility model discloses it is main because improvement diagonal jacking equipment to the adaptability of installation site, provides the adjustable guide rail frame of inclination, use the diagonal jacking equipment of this guide rail frame, but in certain extent adjusts the inclination of diagonal operation to adjust its lifting height in the vertical direction, so that the different installation condition of its adaptation has also reduced the required precision to building platform height simultaneously.
Description
Technical field
The utility model relates to one can be applied to diagonal jacking equipment, and the guide rail bracket of tilt adjustable joint.
Background technology
Diagonal jacking equipment requires lower because of it to civil engineering, without the need to arranging hoistway, setting up the advantage such as convenient and being applied to commercial production and domestic life place more and more, especially in outdoor environment.Some building or visit region, itself is built in hillside fields, makes diagonal jacking equipment become first-selected based on domatic installation.But differing in the height of different place of erection and required angle of inclination, often needs case to customize.And in some occasion, such as oil drilling platform, after drilling operation completes, drilling platform will be removed, and can restart to build in another place, the diagonal jacking equipment as stage+module, its may as temporary plant often need how repeated usage.If the commonality of diagonal jacking equipment can be improved, the condition of different place of erection can be adapted to, then can reduce a large amount of design iterations, manufacture and improvement cost, improve the degree of utilization of equipment, reduce the consumption of materials.
The guide rail bracket of diagonal jacking equipment is the important feature part of equipment, for supporting the envelope of manned or loading, and provides fixing orbit for it.Hoisting depth and the angle of inclination of diagonal jacking equipment are all determined by guide rail bracket, and guide rail bracket is directly fixed with ground and building, and the complexity of diagonal jacking equipment installation also often depends on the complexity that guide rail bracket is arranged.So the utility model proposes a kind of angle of inclination can change, length can increase and decrease adjustment within the specific limits, and the guide rail bracket of easy installation and removal, to the comformability of raising diagonal jacking equipment to installation site, there is larger meaning.
Summary of the invention
The purpose of this utility model is to provide a kind of angle of inclination changeable guide rail bracket, to improve the comformability of diagonal jacking equipment to installation site.
The technical scheme realizing the utility model object is as described below:
A kind of diagonal jacking equipment variable angle of inclination guide rail bracket, described guide rail bracket comprises a truss, this truss is arranged the guide rail that jacking equipment envelope road wheel rolls, it is characterized in that: described truss and building platform coupling end arrange upper angle regulating mechanism, this upper angle regulating mechanism is connected with the marginal end portion of described building platform, described truss support arranges lower angular regulating mechanism in ground surface end, the tilt adjustable of described guide rail bracket by regulating upper angle regulating mechanism and lower angular regulating mechanism to realize truss on guide rail bracket.
Described upper angle regulating mechanism comprises erecting frame, connecting rod and slide, this erecting frame one end and this truss and described building platform butt end hinged, the other end of this erecting frame and this connecting rod one end hinge, the other end of this connecting rod is then connected with described slide, this slide is arranged on described truss, and can slide along this truss.
Described erecting frame is arranged mounting ear seat, its ear seat arranged with building platform coupling end relevant position fixedly docks.
Described lower angular regulating mechanism comprises flexible support and flexible support set pipe, and this flexible support set pipe is fixed on described truss support in ground surface end, and this flexible support is arranged in described flexible support set pipe, and can adjust its stroke along this flexible support cannula slide.
Described truss support arranges curved plate in the bottom of ground surface end.
Described flexible support bottom arranges curved plate.
Described truss is made up of whole section of truss, or is made up of more than two sections or two sections segmentation truss docking.
Described truss both sides chord member, adopts the section bar with groove structure to make, and as H profile steel, I-shaped is firm, or the section bar such as channel-section steel, and the opening direction of this truss both sides chord member groove structure is oppositely arranged, respectively towards the axis of this truss.
The utility model is mainly based on improving diagonal jacking equipment to the comformability of installation site, provide the guide rail bracket of a kind of tilt adjustable joint, use the diagonal jacking equipment of this guide rail bracket, the angle of inclination that can diagonal be regulated within the specific limits to run, thus regulate its hoisting depth in the vertical direction, to make it adapt to different mounting conditions, also reduce the accuracy requirement to building platform height simultaneously.As long as building there is the platform that personnel can be movable just can install guide rail bracket of the present utility model, building platform can comprise oil drilling platform, the control tower of chemical industry pylon, civil construction cantilever platform etc.This guide rail bracket realizes guide rail bracket angle of inclination by adjustment upper angle regulating mechanism and lower angular regulating mechanism and changes, and upper angle regulating mechanism and lower angular regulating mechanism are after angular adjustment, additionally can not increase the requirement to installation site.The upper angle regulating mechanism of guide rail bracket adopts oscillating guidebar mechanism mode to be connected with truss, the erecting frame of upper angle regulating mechanism is in and horizontal vertical position all the time, because the mounting ear seat that guide rail bracket is connected with building platform is positioned at this erecting frame, therefore the form of erecting frame and direction can not change.Truss along the change in location on chord member, according to oscillating guidebar mechanism principle, realizes the adjustment at its angle of inclination by slide.The length that lower angular regulating mechanism then stretches out flexible support set pipe by changing flexible support adapts to the change at truss angle of inclination, bottom the chord member that can make truss and flexible support all the time can kiss the earth after truss angle of inclination changes, thus guide rail bracket to be played a supportive role.Described guide rail bracket passes through the adjustment of upper angle regulating mechanism and lower angular regulating mechanism, realize the change at truss angle of inclination, and the guide rail of diagonal jacking equipment is arranged on truss, or guide rail is exactly the chord member of truss itself, thus the diagonal operation angle of diagonal jacking equipment can be changed, and then the hoisting depth of diagonal jacking equipment can be changed.After the angle of inclination change of described guide rail bracket, only need envelope that is manned to jacking equipment and loading to do Level tune, get final product place in operation.
The truss of this guide rail bracket can be formed by comprising whole section of truss, or also can be made up of the segmentation truss docking of two sections or multistage.Because segmentation docking makes the material of truss discontinuous along axis, the weak link of truss intensity is there is at joint, therefore truss is when adopting the docking of segmentation truss to form, at joint, reinforcement structure is set, to reduce the reduction of segmentation docking to whole truss intensity, the amount of deflection under reduction truss is subject to load backward simultaneously.Segmentation docking makes the length of truss can change by selecting the docking of different number of fragments when structural strength meets.
Docking between the connection of this guide rail bracket and building platform or each segmentation of truss all adopts pin to connect or bolt connection mode, so that Assembly &Disassembly.
Accompanying drawing explanation
Fig. 1 is the utility model example structure schematic diagram;
Fig. 2 is the utility model embodiment truss structure schematic diagram;
Fig. 3 a, Fig. 3 b, Fig. 3 c are the metamorphosis schematic diagram of truss under differing tilt angles of the utility model embodiment;
Fig. 4 is the utility model example structure shaft side figure.
Wherein: 1-upper angle regulating mechanism, 2-truss, 3-epimere truss, 4-is to lug seat, 5-hypomere truss, 6-lower angular regulating mechanism, 7-curved plate, the flexible support of 8-, 9-stretches support set pipe, 10-hypomere truss hog frame, 11-epimere truss hog frame, 12-slide, 13-connecting rod, 14-mounting ear seat, 15-erecting frame, 16-chord member, 17-web member, 18-truss and building platform coupling end, 19-truss support is in ground surface end.
Detailed description of the invention
Also further illustrate the utility model by reference to the accompanying drawings with embodiment below, easily implement the utility model to enable the utility model person of ordinary skill in the field.
Shown in Figure 1, the diagonal jacking equipment variable angle of inclination guide rail bracket that the present embodiment provides, comprise a truss 2 and be arranged on the guide rail rolled for jacking equipment envelope road wheel on this truss 2, in the present embodiment, truss 2 is docked by epimere truss 3 and hypomere truss 5 and forms, epimere truss 3 and hypomere truss 5 joint arrange lug seat 4, epimere truss 3 and hypomere truss 5 dock the whole truss 2 of formation by this to lug seat 4, and joint can adopt pin or bolt to fix.The chord member 16 of truss 2 both sides adopts the section bar with groove structure to make, as firm in H profile steel, I-shaped, or the section bar such as channel-section steel, and the opening direction of these two chord member 16 groove structures is oppositely arranged, respectively towards the axis of this truss 2.In the present embodiment, chord member 16 is made up of H profile steel, the edge of a wing of H profile steel is positioned at upper-lower position, the node of web member 17 is positioned on the edge of a wing, H profile steel bottom, thus make two chord member 16 opposite sides have continuously through groove structure, in the present embodiment, this groove structure can be used as the guide rail that jacking equipment envelope road wheel rolls simultaneously.The structure of truss 2 please as shown in Figure 2.
The upper/lower terminal of truss 2 is provided with upper angle regulating mechanism 1 and lower angular regulating mechanism 6 respectively.Upper angle regulating mechanism 1 is arranged on the upper end of truss 2 and truss and building platform coupling end 18, and this upper angle regulating mechanism 1 docks with the marginal end portion of described building platform.Lower angular regulating mechanism 6 is arranged on the lower end of truss 2 and truss support in ground surface end 19, and is seated ground as the pedestal of the present embodiment guide rail bracket.For the building platform of differing heights, change the angle of inclination of truss 2 by adjustment upper angle regulating mechanism 1 and lower angular regulating mechanism 6, with the height making guide rail bracket can coordinate building platform, complete connection.
Further scheme is, this upper angle regulating mechanism 1 comprises erecting frame 15, connecting rod 13 and slide 12, erecting frame 15 is provided with mounting ear seat 14 with building platform connection side, ear seat is also set in described building platform marginal end portion relevant position, upper angle regulating mechanism 1 can be made to be connected by this mounting ear seat 14 with described building platform.The upper end thereof of the both sides chord member 16 of this erecting frame 15 upper end and truss 2, lower end and connecting rod 13 one end hinged, the other end of this connecting rod 13 is connected with slide 12, and slide 12 is fixed on the edge of a wing, bottom of truss 2 both sides chord member 16, and can slide along this chord member 16, do position adjustment.This upper angle regulating mechanism 1 and truss 2 form a set of oscillating guidebar mechanism to realize adjusting the angle of inclination of truss 2, and erecting frame 15 can be kept before adjustment to be afterwards in the position with horizontal vertical, after ensureing angle of inclination adjustment, erecting frame 15 can be connected with building platform with the attitude of horizontal vertical.When truss 2 is in differing tilt angles, the metamorphosis of upper angle regulating mechanism 1 is asked for an interview shown in Fig. 3 a, 3b and 3c.
Described lower angular regulating mechanism 6 comprises flexible support 8 and flexible support set pipe 9, this flexible support set pipe 9 is fixed on the lower end that truss 2 both sides chord member 16 is supported on ground surface end, this flexible support 8 is installed in flexible support set pipe 9, and can along this flexible support set pipe 9 slippage, to adjust the collapsing length of flexible support 8, after adjusting to make truss 2 angle of inclination, flexible support 8 still can be supported in ground.The chord member 16 of truss 2 is supported on the same and earth surface in the bottom of ground surface end, forms firm guide rail bracket base together with flexible support 8.The bottom of bottom and flexible support 8 that the chord member 16 of truss 2 is supported on ground arranges curved plate 7 respectively, and after the angle of inclination of truss 2 is changed, can there be good contacting the bottom that chord member 16 is supported on ground with ground with bottom flexible support 8.When truss 2 is in differing tilt angles, the metamorphosis of lower angular regulating mechanism 6 is shown in Fig. 3 a, 3b and 3c.
In the present embodiment, all framing members are all steel design.Due to truss in the present embodiment 2 adopt segmentation dock form, joint due to material discontinuous at axis direction, joint can produce assemblage gap in addition, and makes to exist between joint segmentation truss small activity, and the intensity of truss 2 is weakened.Therefore at each segmentation truss joint, hog frame is set to increase the bulk strength of truss 2.In the present embodiment, epimere truss 3 and hypomere truss 5 are provided with epimere truss hog frame 11 and hypomere truss hog frame 10 respectively in butt end, effectively can reduce the reduction of truss 2 intensity.Between epimere truss hog frame 11 and hypomere truss hog frame 10, same pin or the bolt of adopting is fixed, so that the dismounting of epimere truss 3 and hypomere truss 5 is decomposed.Epimere truss hog frame 11 and hypomere truss hog frame 10 can improve the bending strength of truss 2, reduce truss 2 by amount of deflection downward during load simultaneously.The present embodiment axis of no-feathering mapping is shown in Fig. 4.
Truss 2 is made up of overall one section of truss, or when being made up of the multistage segmentation truss docking of more than two sections, its upper angle regulating mechanism 1 and lower angular regulating mechanism 6 embodiment are with above-mentioned the same, and therefore not to repeat here.
Claims (8)
1. a diagonal jacking equipment variable angle of inclination guide rail bracket, described guide rail bracket comprises a truss, this truss is arranged the guide rail that jacking equipment envelope road wheel rolls, it is characterized in that: described truss (2) and building platform coupling end arrange upper angle regulating mechanism (1), this upper angle regulating mechanism (1) is connected with the marginal end portion of described building platform, described truss (2) is supported on ground surface end and arranges lower angular regulating mechanism (6), the tilt adjustable of described guide rail bracket by regulating upper angle regulating mechanism (1) and lower angular regulating mechanism (6) to realize truss on guide rail bracket (2).
2. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 1, it is characterized in that: described upper angle regulating mechanism (1) comprises erecting frame (15), connecting rod (13) and slide (12), this erecting frame (15) one end and this truss (2) are hinged with described building platform butt end, the other end of this erecting frame (15) and this connecting rod (13) one end hinge, the other end of this connecting rod (13) is then connected with described slide (12), this slide (12) is arranged on described truss (2), and can slide along this truss (2).
3. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 2, it is characterized in that: described erecting frame (15) arranges mounting ear seat (14), its ear seat arranged with building platform coupling end relevant position fixedly docks.
4. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 1, it is characterized in that: described lower angular regulating mechanism (6) comprises flexible support (8) and flexible support set pipe (9), this flexible support set pipe (9) is fixed on described truss (2) and is supported on ground surface end, this flexible support (8) is arranged in described flexible support set pipe (9), and can slide along this flexible support set pipe (9) and adjust its stroke.
5. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 1, is characterized in that: the bottom that described truss (2) is supported on ground surface end arranges curved plate (7).
6. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 4, is characterized in that: described flexible support (8) bottom arranges curved plate (7).
7. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 1, is characterized in that: described truss (2) is made up of whole section of truss, or is made up of more than two sections or two sections segmentation truss docking.
8. diagonal jacking equipment variable angle of inclination guide rail bracket according to claim 1, it is characterized in that: described truss (2) both sides chord member (16), the section bar with groove structure is adopted to make, the opening direction of this truss (2) both sides chord member (16) groove structure is oppositely arranged, respectively towards the axis of this truss (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520923521.4U CN205187551U (en) | 2015-11-19 | 2015-11-19 | Diagonal jacking equipment is with variable inclination guide rail frame |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520923521.4U CN205187551U (en) | 2015-11-19 | 2015-11-19 | Diagonal jacking equipment is with variable inclination guide rail frame |
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| CN205187551U true CN205187551U (en) | 2016-04-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520923521.4U Active CN205187551U (en) | 2015-11-19 | 2015-11-19 | Diagonal jacking equipment is with variable inclination guide rail frame |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106335838A (en) * | 2016-08-31 | 2017-01-18 | 天津市奥瑞克电梯有限公司 | Safety supporting device |
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2015
- 2015-11-19 CN CN201520923521.4U patent/CN205187551U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106335838A (en) * | 2016-08-31 | 2017-01-18 | 天津市奥瑞克电梯有限公司 | Safety supporting device |
| CN106335838B (en) * | 2016-08-31 | 2019-08-06 | 天津市奥瑞克电梯有限公司 | A kind of safety supporting device |
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