CN106586913A - Sliding door type screw lifting crane - Google Patents

Sliding door type screw lifting crane Download PDF

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Publication number
CN106586913A
CN106586913A CN201611231490.1A CN201611231490A CN106586913A CN 106586913 A CN106586913 A CN 106586913A CN 201611231490 A CN201611231490 A CN 201611231490A CN 106586913 A CN106586913 A CN 106586913A
Authority
CN
China
Prior art keywords
leading screw
landing
lifting
stability
bearing
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.)
Pending
Application number
CN201611231490.1A
Other languages
Chinese (zh)
Inventor
刘克新
穆秋霞
向维阳
姜子浩
代伟安
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.)
SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd
Original Assignee
SHANDONG HANGXIAO STEEL STRUCTURE 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 SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd filed Critical SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd
Priority to CN201611231490.1A priority Critical patent/CN106586913A/en
Publication of CN106586913A publication Critical patent/CN106586913A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66FHOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F11/00Lifting devices specially adapted for particular uses not otherwise provided for

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a structure of a sliding door type screw lifting crane used for steel beam hoisting and positioning work in a limited space in a multi-story and high-rise hybrid-structure building. The sliding door type screw lifting crane comprises lifting screws, a cross beam, supporting pillars, reinforced plates, supports, a lifting controller, a carrier plate and stabilization arms, wherein the number of the supporting pillars is four, and every two supporting pillars fall into one group and are supported at the two ends of the cross beam in an inverted V shape; each reinforced plate is fixed to the middle of one group of supporting pillars; the supports are arranged at the bottoms of the supporting pillars; two screw through holes are formed in the middle of the cross beam; the lifting screws penetrate through the screw through holes and are perpendicularly arranged on the cross beam; the carrier plate is installed at the bottom of the lifting screws; the lifting screws ascend and descend through the lifting controller and drive the carrier plate to ascend and descend; and the stabilization arms are arranged on the supports. The sliding door type screw lifting crane is compact in structure, light and exquisite in size and appearance, small and efficient. The sliding door type screw lifting crane can be flexibly applied in the multi-story and high-rise steel-structure building, and overcome the accuracy deficiency of detailed work of a tower crane.

Description

A kind of slip gate-type leading screw hangs
Technical field
The invention belongs to civilian and industrial multi-rise building steel beam lifting field of locating technology, more particularly to a kind of sliding door Formula leading screw hangs.
Background technology
With becoming increasingly prosperous for domestic economy, industry and civil buildings also develop to how high-rise various structures hybrid directional, Various structures are carried out simultaneously in work progress, are just restricted on working space, and steel construction girder steel is in lifting position fixing process The scope very little of middle operation, often in place using the relatively conventional method movement such as jack, these methods are often relatively time-consuming Arduously go back lost labor, inefficiency.
Increasing with such building, such case is run in work progress also accordingly to be increased, so being badly in need of having one It is individual it is easily operated, be easy to the positioning hanging apparatus constructed to meet the requirement of construction.
The content of the invention
The technical problem to be solved in the present invention be to provide it is a kind of it is easily operated, be easy to construct, for many Tall Building Hybrid Structures Limiting in building carries out lifting positioning work slip gate-type leading screw in space hangs.
To solve the above problems, the technical solution used in the present invention is:A kind of slip gate-type leading screw hangs, including landing leading screw, Crossbeam, pillar, stiffener, bearing, drop controller, supporting plate, the arm of stability, the pillar is 4, and it is in " people " word that two are one group Shape is respectively supported at the two ends of the crossbeam, and the stiffener is fixed on the middle part of one group of pillar, and the bearing is arranged on pillar Bottom, crossbeam middle part is provided with two leading screw through holes, and the landing leading screw wears the leading screw through hole and is vertically set on institute State on crossbeam, supporting plate is installed in the landing leading screw bottom, and the landing leading screw is by playing drop controller landing and driving supporting plate to rise Drop, the arm of stability is arranged on the bearing.
Described drop controller is manual direct-connected turbine.
The landing leading screw is 2, respectively by playing drop controller control.
The bearing is 4, and two are horizontally installed on the posts bottom for one group.
The arm of stability is 2, and the arm of stability is in " V " shape is crossed on one group of bearing, and the arm of stability two ends pass through Removable pin is connected with the bearing, and the arm of stability middle-end is provided with safety hook and is connected with the landing leading screw.
Beneficial effect:
1st, compact conformation, volumetric bulk be light and handy, small-sized efficient.Can multi and tall steel building building in flexible Application, make up tower crane The deficiency of thin portion homework precision;
2nd, simple, flexibly spry and light, superior performance, maintenance easy to maintain be installed;Low cost, at the scene that various structures are constructed simultaneously Space can be to greatest extent saved, not the construction of interference effect other structures, accelerate project progress;
3rd, it is stable, durable in use, it is easy to operation;Scene lifting girder steel flow process is simple, and convenient operation is energy-efficient;
4th, usability is strong, security reliability is big;Reusable, hoisting weight is larger, can meet the lifting movement of general girder steel.
Description of the drawings
Fig. 1 is schematic structural view of the invention
Fig. 2 is the A-A of Fig. 1 to schematic diagram
Fig. 3 is the B-B direction schematic diagram of Fig. 1.
Specific embodiment
Below, the substantive distinguishing features and advantage of the present invention are further described with reference to example, but the present invention not office It is limited to listed embodiment.
Refer to shown in Fig. 1 ~ 3, the figure shows the structure that a kind of slip gate-type leading screw described in the embodiment of the present invention hangs, For convenience of description, illustrate only the relevant part of the embodiment of the present invention.
As shown in figure 1, a kind of slip gate-type leading screw hangs, including landing leading screw 1, crossbeam 2, pillar 3, stiffener 4, bearing 5, Drop controller 6, supporting plate 7, the arm of stability 8 are played, the pillar 3 is 4, and two are respectively supported at the horizontal stroke for one group in " people " font The two ends of beam 2, the stiffener 4 is fixed on the middle part of one group of pillar 3, and the bearing 5 is arranged on the bottom of pillar 3, the horizontal stroke The middle part of beam 1 is provided with two leading screw through holes 11, and the landing leading screw 1 wears the leading screw through hole 11 and is vertically set on the crossbeam 1 On, supporting plate 7 is installed in the bottom of landing leading screw 1, and the landing leading screw 1 is by playing the landing of drop controller 6 and driving supporting plate 7 Drop, further, in order to ensure the stability of landing leading screw 1, the arm of stability 8 is arranged on the bearing 5.
It should be noted that in order that the stably lifting of landing leading screw 1, described drop controller 6 is manual direct-connected whirlpool Wheel.
It should be noted that in order to ensure stability when equipment works, and consider equipment stressing conditions, the landing Leading screw 1 is 2, is controlled by playing drop controller 6 respectively.
It should be noted that the bearing 5 is 4, two are horizontally installed on the bottom of the pillar 3 for one group.
It should be noted that the arm of stability 8 is 2, connect set landing leading screw 1 respectively, the arm of stability 8 is in " V " shape across It is located on one group of bearing 5, the two ends of the arm of stability 8 are connected by removable pin 81 with the bearing 5, the middle-end of the arm of stability 8 sets There is safety hook 82 to be connected with the landing leading screw 1, when landing leading screw 1 is risen into certain altitude, manually pull out removable pin 81 Go out, and safety hook 82 is departed from landing leading screw 1.
It should be noted that using for convenience, general two of the present invention is one group, and being arranged on girder steel two ends common combination makes With, meanwhile, dismounting for convenience, combination between each part can be used and is spirally connected, it is also possible to using the flexible connection of other modes.
As shown in figure 1, landing leading screw 1 constitutes main stress unit with crossbeam 2, pillar 3, it is main force group in the present invention Part, is made up of the steel with some strength, and its normalized form can be replaced according to actual conditions, stiffener 4, bearing 5, stable Arm 8 constitutes the constraint element of this device, a supporting & stablizing effect is played to structure, to prevent core from occurring because pressurized Entirety or local buckling are destroyed, and its normalized form can be replaced according to actual conditions.Play the control system that drop controller 6 is this device System, using manual direct-connected worm gear, so controls landing leading screw 1 and moves up and down to reach movement of the girder steel in altitude range, It is laborsaving save time it is simple to operate, supporting plate 7 as girder steel support rod member, with certain bending strength, it is ensured that lifting it is smooth complete Into.
Range of application of the present invention:1st, high-rise, super high rise structure;2nd, narrow space structure is lifted;3rd, newly-built frame structure;4、 Frame structure local stiffening etc..
Embodiment:
Bearing is positioned over according to job site situation flooring, beams of concrete, girder steel, the temporary support for completing of having constructed Surface, the girder steel that tower crane has been lifted into certain altitude is positioned on supporting plate, has been controlled drop controller and has been driven landing leading screw to rise Girder steel is risen or declined to designed elevation, then girder steel is fixed, unclamped supporting plate and slip gate-type leading screw is hung into movement, complete one Secondary lifting.Can move horizontally at grade, repeatedly lifting.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (5)

1. a kind of slip gate-type leading screw hangs, it is characterised in that including landing leading screw, crossbeam, pillar, stiffener, bearing, landing control Device processed, supporting plate, the arm of stability, the pillar is 4, and two are the two ends that a group is in that " people " font is respectively supported at the crossbeam, The stiffener is fixed on the middle part of one group of pillar, and the bearing is arranged on the bottom of pillar, and the crossbeam middle part is provided with two Leading screw through hole, the landing leading screw wears the leading screw through hole and is vertically set on the crossbeam, the landing leading screw bottom peace Dress supporting plate, by playing drop controller landing and driving supporting plate landing, the arm of stability is arranged on the bearing to the landing leading screw On.
2. as claimed in claim 1 a kind of slip gate-type leading screw hangs, it is characterised in that described drop controller is direct-connected manually Turbine.
3. as claimed in claim 1 a kind of slip gate-type leading screw hangs, it is characterised in that the landing leading screw is 2, is passed through respectively Play drop controller control.
4. as claimed in claim 1 a kind of slip gate-type leading screw hangs, it is characterised in that the bearing is 4, and two is one group horizontal To being arranged on the posts bottom.
5. as claimed in claim 4 a kind of slip gate-type leading screw hangs, it is characterised in that the arm of stability is 2, the arm of stability In " V " shape is crossed on one group of bearing, the arm of stability two ends are connected by removable pin with the bearing, the arm of stability middle-end It is provided with safety hook to be connected with the landing leading screw.
CN201611231490.1A 2016-12-28 2016-12-28 Sliding door type screw lifting crane Pending CN106586913A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611231490.1A CN106586913A (en) 2016-12-28 2016-12-28 Sliding door type screw lifting crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611231490.1A CN106586913A (en) 2016-12-28 2016-12-28 Sliding door type screw lifting crane

Publications (1)

Publication Number Publication Date
CN106586913A true CN106586913A (en) 2017-04-26

Family

ID=58603275

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611231490.1A Pending CN106586913A (en) 2016-12-28 2016-12-28 Sliding door type screw lifting crane

Country Status (1)

Country Link
CN (1) CN106586913A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109854064A (en) * 2019-04-04 2019-06-07 嘉兴喜格丽服装有限公司 A kind of communication iron tower

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2755165Y (en) * 2004-12-24 2006-02-01 王全献 Rail lifter
CN201379046Y (en) * 2009-03-03 2010-01-13 浙江中禾机械有限公司 Screw press for making bean curd
CN202116251U (en) * 2011-05-31 2012-01-18 天保建设集团有限公司 Lifting tool for foundation pit near-edge protection embedded pipe fittings
WO2012159222A1 (en) * 2011-05-23 2012-11-29 Chen Cheng-Ming Hanging chair lifting device
US20130101383A1 (en) * 2007-08-10 2013-04-25 Patrick Lynch, JR. Portable non-motorized automatic lift and transport apparatus for small vehicles
CN203034323U (en) * 2013-01-28 2013-07-03 重庆迈克尔轨枕有限公司 Auxiliary installation device of sleeper
CN204588602U (en) * 2015-01-06 2015-08-26 唐山学院 The highly self-adjustable counter-force loading frame of a kind of loading
CN205555898U (en) * 2016-04-19 2016-09-07 象山逸迪电子科技有限公司 Lifting device is transported to modified
CN205610064U (en) * 2016-04-18 2016-09-28 象山逸迪电子科技有限公司 Power equipment transports lifting device
CN205820704U (en) * 2016-05-27 2016-12-21 王春明 A kind of construction portal frame

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2755165Y (en) * 2004-12-24 2006-02-01 王全献 Rail lifter
US20130101383A1 (en) * 2007-08-10 2013-04-25 Patrick Lynch, JR. Portable non-motorized automatic lift and transport apparatus for small vehicles
CN201379046Y (en) * 2009-03-03 2010-01-13 浙江中禾机械有限公司 Screw press for making bean curd
WO2012159222A1 (en) * 2011-05-23 2012-11-29 Chen Cheng-Ming Hanging chair lifting device
CN202116251U (en) * 2011-05-31 2012-01-18 天保建设集团有限公司 Lifting tool for foundation pit near-edge protection embedded pipe fittings
CN203034323U (en) * 2013-01-28 2013-07-03 重庆迈克尔轨枕有限公司 Auxiliary installation device of sleeper
CN204588602U (en) * 2015-01-06 2015-08-26 唐山学院 The highly self-adjustable counter-force loading frame of a kind of loading
CN205610064U (en) * 2016-04-18 2016-09-28 象山逸迪电子科技有限公司 Power equipment transports lifting device
CN205555898U (en) * 2016-04-19 2016-09-07 象山逸迪电子科技有限公司 Lifting device is transported to modified
CN205820704U (en) * 2016-05-27 2016-12-21 王春明 A kind of construction portal frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109854064A (en) * 2019-04-04 2019-06-07 嘉兴喜格丽服装有限公司 A kind of communication iron tower

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Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB02 Change of applicant information

Address after: Two, Yunxi Road, Jiaozhou Bay Industrial Park, Qingdao, Shandong, Jiaozhou 266300, China

Applicant after: Hang Gang steel (Shandong) Co., Ltd.

Address before: 266300 Jiaozhou Bay Industrial Park, Qingdao, Shandong, China, Jiaozhou

Applicant before: Shandong Hangxiao Steel Structure Co., Ltd.

CB02 Change of applicant information
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20170426

WD01 Invention patent application deemed withdrawn after publication