CN205475707U - A jacking platform for super high -rise building - Google Patents

A jacking platform for super high -rise building Download PDF

Info

Publication number
CN205475707U
CN205475707U CN201620155133.0U CN201620155133U CN205475707U CN 205475707 U CN205475707 U CN 205475707U CN 201620155133 U CN201620155133 U CN 201620155133U CN 205475707 U CN205475707 U CN 205475707U
Authority
CN
China
Prior art keywords
column
lifting platform
box beam
support tube
tubing string
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620155133.0U
Other languages
Chinese (zh)
Inventor
邓明胜
苏亚武
周洪涛
柯子平
亓立刚
裴鸿斌
刘鹏
于海申
杨晨
吴立成
杨海龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201620155133.0U priority Critical patent/CN205475707U/en
Application granted granted Critical
Publication of CN205475707U publication Critical patent/CN205475707U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model provides a jacking platform for super high -rise building, include: go up the supporting box roof beam, lower supporting box roof beam, locate go up the jacking cylinder of supporting box roof beam, and locate go up the supporting box roof beam with the post is adjusted to pin -connected panel between the supporting box roof beam down, the pin -connected panel is adjusted the post and is included: fixed connection in the fixed stay post of jacking cylinder's piston rod bottom to and can dismantle connect in the fixed stay post with the regulation short column of lower supporting box roof beam. The utility model provides an exist in the present jacking platform and go up the nowel roof beam and promote the scheduling problem that requires that the stride can not satisfy a floor height.

Description

Lifting platform for high-rise building
Technical field
This utility model relates to the realm of building construction, is specifically related to a kind of jacking for high-rise building Platform.
Background technology
Along with scientific and technological progress and the raising of construction technology, Super High heavy construction gets more and more, Super High Core wall structure horizontal structure often separates construction with vertical structure, and Core Walls Structure vertical structure uses can be certainly The formwork system climbed-integral jacking platform.
Jack-up system, trussing, hanging rack system and template system is included at Super High integral jacking platform System, utilizes oil cylinder working-pressure to provide top lift in jack-up system, by the alternately lifting implementation one of upper and lower box beam Climbing of individual floor, but in the face of the situation that high-rise building floor is many and change is bigger, often encounter Box beam lifting step pitch can not meet the requirement of a floor height up and down;There is also support box beam repeatedly to climb and will produce Raw unnecessary construction joint, affects structural safety.How avoiding the appearance of this type of construction joint is to need solution badly Certainly for problem.
Utility model content
For overcoming the defect existing for prior art, a kind of jacking for high-rise building is now provided to put down Platform, promotes step pitch and can not meet wanting of a floor height solving to exist in existing lifting platform upper and lower box beam The problem such as seek.
For achieving the above object, a kind of lifting platform for high-rise building, including: above support case Beam;Lower support box beam;It is located at the jacking cylinder of described upper support box beam;And it is located at described upper support case Pin-connected panel adjustable column between beam and described lower support box beam, described pin-connected panel adjustable column includes: the company of fixing It is connected to the fixing support column bottom the piston rod of described jacking cylinder, and is removably connected to described fixing Support column and the regulation short column of described lower support box beam.
Further improvement is that of this utility model lifting platform, described fixing support column includes interconnecting mutually The multiple support tube columns connect, described regulation short column includes the multiple regulations corresponding with described support tube column quantity Tubing string, described support tube column passes through Flange joint with corresponding described regulation tubing string.
Further improvement is that of this utility model lifting platform, two adjacent described support tube columns it Between connect have the first connection cross bar.
Further improvement is that of this utility model lifting platform, the cross section of described fixing support column is Rectangle, including being respectively arranged on four described support tube columns of four drift angles, is positioned at described in two of diagonal angle Connect between stay tube post and have the second connection cross bar.
Further improvement is that of this utility model lifting platform, also includes that diagonal brace is connected to described support Tubing string and the bracing element of described regulation tubing string.
Further improvement is that of this utility model lifting platform, described bracing element includes: be located at described Support tube column and the connecting plate on described regulation tubing string;And be inclined cross in described support tube column and described regulation The hound of tubing string, including the first end of the connecting plate being connected on described support tube column be connected to described Second end of connecting plate corresponding on regulation tubing string.
Further improvement is that of this utility model lifting platform, the two ends of described hound and described company Fishplate bar is provided with the bolt hole of correspondence.
Further improvement is that of this utility model lifting platform, towards adjacent institute in described support tube column State the every side towards adjacent described regulation tubing string in every side of support tube column and described regulation tubing string It is equipped with described connecting plate.
Further improvement is that of this utility model lifting platform, described fixing support column and described lower Connect between support box beam and have multiple described regulation short column, between two neighbouring described regulation short columns tiltedly Support has the second hound, the end of described second hound to be connected on adjacent two described regulation short column Connecting plate.
The beneficial effects of the utility model are, by the piston rod of jacking cylinder and lower support box beam it Between pin-connected panel adjustable column is set, when upper and lower box beam promote step pitch can not meet the requirement of a floor height time, only The regulation short column of certain altitude need to be connected, until meeting one between fixing support column with lower support box beam The requirement of floor height, solves to there is upper and lower box beam lifting step pitch in existing lifting platform and can not meet a layer The problems such as high requirement, it is to avoid extra increase construction joint, it is ensured that the safety of structure.
Accompanying drawing explanation
Fig. 1 is that this utility model lifting platform climbs principle schematic.
Fig. 2 is this utility model lifting platform close-up schematic view.
Fig. 3 is this utility model lifting platform sectional view.
Fig. 4 is the top view of pin-connected panel adjustable column in this utility model lifting platform.
Fig. 5 is the enlarged diagram regulating short column in this utility model lifting platform.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model, those skilled in the art are described Other advantages of the present utility model and effect can be understood easily by the content disclosed by this specification.This reality Can also be carried out by the most different detailed description of the invention with novel or apply, in this specification Every details can also be carried out under without departing from spirit of the present utility model based on different viewpoints and application Various modifications or change.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using To limit the enforceable qualifications of this utility model, therefore do not has technical essential meaning, any structure Modification, the change of proportionate relationship or the adjustment of size, do not affecting the merit that this utility model can be generated by Under the purpose imitated and can reach, all should still fall and obtain can contain at the technology contents disclosed in this utility model In the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right", The term of " middle " and " one " etc., is merely convenient to understanding of narration, and is not used to limit this practicality Novel enforceable scope, being altered or modified of its relativeness, changing under technology contents without essence, When being also considered as the enforceable category of this utility model.
Refer to Fig. 2 and Fig. 3, Fig. 2 is this utility model lifting platform close-up schematic view, Fig. 3 For this utility model lifting platform sectional view.
As shown in Figures 2 and 3, this utility model provide a kind of jacking for high-rise building put down Platform, it is characterised in that including: above support box beam 10;Lower support box beam 11;It is connected to support case The jacking cylinder 2 of beam 10;And it is connected to the piston rod 20 of jacking cylinder 2 and lower support box beam 11 Pin-connected panel adjustable column 3, pin-connected panel adjustable column 3 includes: be fixedly connected on consolidating bottom piston rod 20 Determine support column 30;And the regulation that is removably connected to fixing support column 30 and lower support box beam 11 is short Post 31.
Refer to Fig. 1, Fig. 2 and Fig. 3, Fig. 1 is that this utility model lifting platform climbs principle schematic, When this utility model is constructed on skyscraper floor, upper support box beam 10 is positioned on N-1 floor plate, Lower support box beam 11 is positioned on N-2 floor plate, when the length of piston rod 20 with pin-connected panel adjustable column 3 When sum is less than the height sum of N-1 layer and N-2 layer, jacking cylinder 2 upwards jacking supports case During beam 10, can only by between the N-1 floor below upper support box beam 10 jacking to n-th layer floor, And this can additionally increase unnecessary construction joint, affect structural safety, in order to solve this problem, only need to be The fixing regulation short column 31 being connected certain altitude between support column 30 with lower support box beam 11, until living Stopper rod 20 is more than or equal to N-1 layer and the height of N-2 layer with the length sum of pin-connected panel adjustable column 3 Degree sum, and then jacking cylinder 2 can be by upper support box beam 10 jacking to N floor, piston rod 20 contract back up drives lower support box beam 11 to rise by pin-connected panel adjustable column 3, solves existing top Rise in platform and there is upper and lower box beam and promote step pitch and can not meet the problem such as requirement of a floor height, it is to avoid volume Outer increase construction joint, it is ensured that the safety of structure.
Hereinafter said modules is described in detail.
Refer to Fig. 1 and Fig. 2, upper support box beam 10 is connected to the cylinder body of jacking cylinder 2, and props up Support the support lattice column 41 in truss 40 and be connected to upper support box beam 10, support lattice column 41 and jacking Oil cylinder 2 is coaxially disposed, and the cylinder body of jacking cylinder 2 is positioned at support lattice column 41.Jacking cylinder 2 pushes up Go up support box beam 10, and then truss 40 is up promoted, by upper support box beam 10 and lower support Climbing of alternately one floor of lifting implementation of box beam 11.
As shown in Figure 3 and Figure 4, during Fig. 4 is this utility model lifting platform, pin-connected panel adjustable column bows View, the piston rod 20 of jacking cylinder 2 is connected to lower support box beam 11 by pin-connected panel adjustable column 3, Pin-connected panel adjustable column 3 includes fixing support column 30 and regulation short column 31.Wherein, fixing support column 30 It is connected to bottom piston rod 20, further, as it is shown on figure 3, be provided with base bottom piston rod 20 201, fixing support column 30 is fixedly connected on bottom base 201.
For fixing support column 30, as shown in Figure 3 and Figure 4, fixing support column 30 includes being located at drift angle Multiple support tube columns 301, support tube column 301 is fixedly connected on bottom piston rod 20, such as, Stay tube post 301 top is welded in bottom base 201.As shown in Figure 4, when the horizontal stroke of fixing support column 30 When cross section is rectangle, the quantity of support tube column 301 is four, is respectively arranged at four drift angles.Certainly, In other embodiments, the cross section of fixing support column 30 can also be triangle or other polygon, The quantity of support tube column 301 is corresponding to the quantity of drift angle.In the present embodiment, with fixing support column 30 Cross section be to be illustrated as a example by rectangle.Closer, as shown in Figure 3 and Figure 4, adjacent two Connecting between individual support tube column 301 and have the first connection cross bar 302, the first two ends connecting cross bar 302 are divided It is not connected to adjacent two support tube column 301;Connect between two support tube columns 301 at diagonal angle The second connection cross bar 303, the second two ends connecting cross bar 303 is had to be connected to two supports at diagonal angle Tubing string 301.
For regulation short column 31, as shown in Figure 3 and Figure 4, regulation short column 31 includes and support tube column 301 Multiple regulation tubing strings 311 that quantity is corresponding, when the cross section of fixing support column 30 is rectangle, regulation The cross section of short column 31 is also rectangle, and the quantity of regulation tubing string 311 is corresponding four, is respectively arranged on At four drift angles.In order to realize removably connecting between fixing support column 30 and regulation short column 31, Stay tube post 301 is connected by flange 5 with corresponding regulation tubing string 311, regulation tubing string 311 and lower support Box beam 11 can also be for connect by flange 5.Support tube column 301 may each be with regulation tubing string 311 Circular steel tubing string as shown in Figure 4, it is also possible to be square steel or steel column that other section steel material is made.
Further, so that pin-connected panel adjustable column 3 is the most firm, as it is shown on figure 3, this jacking System also includes that diagonal brace is connected to the bracing element of support tube column 301 and regulation tubing string 311, described bracing element Including being correspondingly arranged at support tube column 301 and the connecting plate 60 on regulation tubing string 311;And it is inclined cross connection In the hound 61 of support tube column 301 with regulation tubing string 311, including being connected on support tube column 301 The first end of connecting plate 60 and be connected to regulate the second end of connecting plate 60 corresponding on tubing string 311. As it is shown on figure 3, the first end of hound 61 is connected to the connecting plate 60 on the support tube column 301 in left side, Second end of hound 61 is connected to the company on the regulation tubing string 311 below the support tube column 301 on right side Fishplate bar 60, the i.e. two ends of hound 61 are connected to support tube column 301 and adjacent to this support tube column Regulation tubing string 311 below the support tube column 301 of 301.Further, the two ends of hound 61 and company Fishplate bar 60 is provided with the bolt hole of correspondence, wears hound 61 by bolt corresponding with on connecting plate 60 Bolt hole so that the two ends of hound 61 be connected to correspondence connecting plate 60.
It is preferred that as shown in Fig. 3, Fig. 4 and Fig. 5, Fig. 5 is to adjust in this utility model jack-up system Joint short column enlarged diagram, in support tube column 301 towards adjacent supports tubing string 301 every side and In regulation tubing string 311, the every side towards adjacent regulation tubing string 311 is equipped with connecting plate 60.Such as Fig. 4 Shown in Fig. 5, support tube column 301 is provided with two connecting plates 60, correspondence, regulates tubing string 311 On also be provided with two connecting plates 60.As it is shown on figure 3, when fixing support column 30 and lower support box beam 11 Between connect when having multiple regulation short column 31, between two neighbouring regulation short columns 31, diagonal brace has the Two hounds 62, the two ends of the second hound 62 are connected to neighbouring two regulation short column 31 On connecting plate 60.As it is shown on figure 3, in the present embodiment, fixing support column 30 and lower support box beam Connecting between 11 and have three regulation short columns 31, the two ends of the second hound 62 are respectively by bolt diagonal brace even It is connected between two regulation short columns 31.
The beneficial effects of the utility model are:
By arranging pin-connected panel adjustable column between the piston rod of jacking cylinder and lower support box beam, when up and down When box beam promotes the requirement that step pitch can not meet a floor height, only need to be in fixing support column and lower support box beam Between connect the regulation short column of certain altitude, until meeting the requirement of a floor height, solve existing jacking Platform exists upper and lower box beam promote step pitch and can not meet the problem such as requirement of a floor height, it is to avoid extra Increase construction joint, it is ensured that the safety of structure.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment Details should not constitute restriction of the present utility model, and this utility model will define with appended claims Scope is as protection domain.

Claims (9)

1. the lifting platform for high-rise building, it is characterised in that including:
Upper support box beam;
Lower support box beam;
It is located at the jacking cylinder of described upper support box beam;And
It is located at the pin-connected panel adjustable column between described upper support box beam and described lower support box beam, described assembly Formula adjustable column includes: be fixedly connected on the fixing support column bottom the piston rod of described jacking cylinder, and It is removably connected to described fixing support column and the regulation short column of described lower support box beam.
Lifting platform the most according to claim 1, it is characterised in that described fixing support column bag Including interconnective multiple support tube column, described regulation short column includes corresponding with described support tube column quantity Multiple regulation tubing strings, described support tube column passes through Flange joint with corresponding described regulation tubing string.
Lifting platform the most according to claim 2, it is characterised in that prop up described in adjacent two Connect between stay tube post and have the first connection cross bar.
Lifting platform the most according to claim 3, it is characterised in that described fixing support column Cross section is rectangle, including being respectively arranged on four described support tube columns of four drift angles, is positioned at the two of diagonal angle Connect between individual described support tube column and have the second connection cross bar.
Lifting platform the most according to claim 2, it is characterised in that also include that diagonal brace is connected to Described support tube column and the bracing element of described regulation tubing string.
Lifting platform the most according to claim 5, it is characterised in that described bracing element includes:
It is located at described support tube column and the connecting plate on described regulation tubing string;And
It is inclined cross in the hound of described support tube column Yu described regulation tubing string, including being connected to described stay tube First end of the connecting plate on post and the second end being connected on described regulation tubing string corresponding connecting plate.
Lifting platform the most according to claim 6, it is characterised in that the two ends of described hound It is provided with corresponding bolt hole with described connecting plate.
Lifting platform the most according to claim 6, it is characterised in that face in described support tube column Towards adjacent described regulation tubing string in every side of adjacent described support tube column and described regulation tubing string Every side be equipped with described connecting plate.
Lifting platform the most according to claim 6, it is characterised in that described fixing support column and Connecting between described lower support box beam and have multiple described regulation short column, two neighbouring described regulations are short Between post, diagonal brace has the second hound, the end of described second hound to be connected to the described tune of adjacent two Connecting plate on joint short column.
CN201620155133.0U 2016-03-01 2016-03-01 A jacking platform for super high -rise building Expired - Fee Related CN205475707U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620155133.0U CN205475707U (en) 2016-03-01 2016-03-01 A jacking platform for super high -rise building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620155133.0U CN205475707U (en) 2016-03-01 2016-03-01 A jacking platform for super high -rise building

Publications (1)

Publication Number Publication Date
CN205475707U true CN205475707U (en) 2016-08-17

Family

ID=56657884

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620155133.0U Expired - Fee Related CN205475707U (en) 2016-03-01 2016-03-01 A jacking platform for super high -rise building

Country Status (1)

Country Link
CN (1) CN205475707U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288337A (en) * 2017-07-14 2017-10-24 四川华西集团有限公司 The integral jacking steel platform jacking cylinder system be easy to assemble and safeguarded
CN109911812A (en) * 2019-01-29 2019-06-21 中建四局第六建筑工程有限公司 A kind of anti-eccentric balancing cylinder of lifting platform support box beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288337A (en) * 2017-07-14 2017-10-24 四川华西集团有限公司 The integral jacking steel platform jacking cylinder system be easy to assemble and safeguarded
CN109911812A (en) * 2019-01-29 2019-06-21 中建四局第六建筑工程有限公司 A kind of anti-eccentric balancing cylinder of lifting platform support box beam

Similar Documents

Publication Publication Date Title
CN106939707B (en) A kind of restricted clearance large-scale steel structure supporting platform from method for improving
CN207633222U (en) Bridge pier binder Coping Construction platform
CN110700572B (en) Height-adjustable supporting base and using method thereof
CN102839678B (en) Structure for improving rigidity and stability of foundation pit steel support
CN104727235B (en) Bridge integral reinforcing device
CN108412095B (en) Truss supporting structure of high-large-span curtain wall
CN105672642A (en) Dual-guide-frame multistage lifting working platform with adjustable gaps and construction method thereof
CN205475707U (en) A jacking platform for super high -rise building
CN105442853B (en) A kind of long-span deformed Elements of Space Grid Truss and landing Steel Structure Installation construction method
CN206289964U (en) For the climbing form system of sloping core construction
CN206408539U (en) A kind of rope-suspension bridge bulk noose construction bracket
CN106223377A (en) A kind of folded spelling formula reinforced vertical adjustment mechanism adjusted for contrary sequence method verticality of stand column
CN108179873A (en) Hanging mould structure and its application construction method
CN107816209A (en) The large-scale Roof Truss construction technology of installation is lifted across outer both sides
CN204040437U (en) Cantilever tripod and single-row cantilever protection frame system
CN204570491U (en) A kind of bridge deck construction hanging basket device
CN204624885U (en) A kind of standard knot support chassis of elevator
CN207619847U (en) Column and Coping Construction assembled adjustable operating platform
CN206014261U (en) A kind of steel crane beam flatness adjustment equipment
CN205591115U (en) Suspension type catwalk veil installing the system
CN207905333U (en) Saddle combines Construction of Supporting hoistable platform
CN207847079U (en) Hanging mould structure
CN204529121U (en) Large-scale bridge crane heightening device
CN207499419U (en) For the monolithic climbing form system of huge column construction
CN201826546U (en) Tower-type ladder stand for construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160817