CN203684708U - Hydraulic multipoint synchronous lifting device - Google Patents

Hydraulic multipoint synchronous lifting device Download PDF

Info

Publication number
CN203684708U
CN203684708U CN201420002178.5U CN201420002178U CN203684708U CN 203684708 U CN203684708 U CN 203684708U CN 201420002178 U CN201420002178 U CN 201420002178U CN 203684708 U CN203684708 U CN 203684708U
Authority
CN
China
Prior art keywords
ground tackle
lift cylinder
steel strand
detection device
sensing detection
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
CN201420002178.5U
Other languages
Chinese (zh)
Inventor
缪建国
殷波
金鹭
赵建雷
卢江华
于佳
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.)
Yongsheng Construction Group Co Ltd
Original Assignee
Yongsheng Construction Group 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 Yongsheng Construction Group Co Ltd filed Critical Yongsheng Construction Group Co Ltd
Priority to CN201420002178.5U priority Critical patent/CN203684708U/en
Application granted granted Critical
Publication of CN203684708U publication Critical patent/CN203684708U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

Provided is a hydraulic multipoint synchronous lifting device. A steel strand (3) is connected with an upper anchorage device (4), a lifting oil cylinder (7) and a lower anchorage device (9) from top to bottom, the lifting oil cylinder (7) is connected with a hydraulic pump station (2), a sensing detector (6) is arranged on the lifting oil cylinder (7), and the hydraulic pump station (2) and the sensing detector (6) are connected with a master control computer (1). Based on the new principle of flexible steel strand bearing, lifting oil cylinder clustering, computer control and hydraulic synchronous lifting, a modern construction process is combined, and after components are assembled on the ground, the components are overall lifted to a preset position to be mounted in place. Jig frame materials are saved, a giant crane is not needed, the overhead work quantity is reduced, quality is improved, workloads are reduced, manpower is saved, and ultrahigh-attitude overall synchronous lifting of large-tonnage, large-span and large-area ultra-large type components is achieved.

Description

Hydraulic pressure Multipoint synchronous lifting appliance
Technical field
The utility model relates to the construction auxiliary device of steel building engineering, especially hydraulic pressure Multipoint synchronous lifting appliance.
Background technology
The lifting installation method of the steel building of the truss conventionally adopting etc. is segmental hoisting splicing method: first on ground, main couple is spliced into several lifting segmenting units by one section one section of erection sequence according to the ability of lifting appliance, then branch is set up support splicing jig frame, segmenting unit lifting is well placed by installation site on splicing jig frame and the assembled welding of segmenting unit that is connected with the next one to supporting with large-scale crane, complete the installation work of whole main couple, but there is following problem in conventional scheme: support splicing jig frame materials large, and moulding bed material recycling rate of waterused is very low, need the large-scale loop wheel machine of large-tonnage and expense very high, work high above the ground efficiency of construction is low, poor stability, high-altitude welding difficulty of construction is large, and quality is wayward, engineering time length is subject to such environmental effects large, and the splicing of member high-altitude need take special measures to prevent that member from toppling, it is large that assembled operating platform is set up workload, labor intensive.
Hydraulic synchronizing lifting, as novel member erection & lift construction improvement technology, receives publicity.
Utility model content
The purpose of this utility model is to provide a kind of hydraulic pressure Multipoint synchronous lifting appliance.
The purpose of this utility model will realize by following technical measures: comprise main control computer, hydraulic power unit, steel strand, upper ground tackle, sensing detection device, lift cylinder and lower ground tackle; Top-down ground tackle, lift cylinder and the lower ground tackle of being connected with on steel strand, wherein, lift cylinder is connected with hydraulic power unit, and sensing detection device is installed on lift cylinder, and hydraulic power unit is connected with main control computer with sensing detection device.
Especially, sensing detection device is installed on steel strand.
Especially, on upper ground tackle and lower ground tackle, sensing detection device is installed.
Especially, at least two group steel strand, upper ground tackle, lift cylinder and lower ground tackle are installed in parallel, these two groups of structure synchronous workings.
Especially, at least two group steel strand, upper ground tackle, lift cylinder and lower ground tackle are installed in parallel, these two groups of structure alternations.
Especially, upper ground tackle comprises the leg-of-mutton setting gripper shoe of horizontal orifice plate and its below, wherein the perforate of horizontal orifice plate outside fluting.
Especially, lower ground tackle comprises horizontal orifice plate and its leg-of-mutton setting stiffener in top.
Especially, upper ground tackle is fixed on upper bracket, steel strand upper end is suspended on ground tackle, and on the steel strand under upper ground tackle, connect a sensing detection device, steel strand continue to be passed down through the lift cylinder being fixed on truss, wherein, second sensing detection device is installed on lift cylinder, below truss, steel strand continue to be passed down through the lower ground tackle being arranged on member and fix, same, lift cylinder is connected with hydraulic power unit, and each sensing detection device is connected with main control computer respectively with hydraulic power unit.
Especially, upper ground tackle is fixed on truss, above upper ground tackle, fix lift cylinder, a sensing detection device is installed on lift cylinder, and steel strand upper end is through lift cylinder, and steel strand continue to be passed down through the lower ground tackle being arranged on member and fix, another sensing detection device is installed on lower ground tackle, same, lift cylinder is connected with hydraulic power unit, and each sensing detection device is connected with main control computer respectively with hydraulic power unit.
Advantage of the present utility model and effect: adopt the load-bearing of flexible steel twisted wire, lift cylinder cluster, computer control, hydraulic synchronizing lifting new principle, in conjunction with Modern Construction technique, by member, after installation on ground, Integral lifting is to precalculated position installation in position; Save moulding bed materials, do not need to use huge loop wheel machine, reduce amount of high-altitude operation, improve quality, reduce workload, saving is artificial, realizes large-tonnage, large span, large-area super-large component super-high synchronization lifting.
Brief description of the drawings
Fig. 1 installs and work structuring schematic diagram in the utility model embodiment 1.
Fig. 2 is upper anchor device structure schematic diagram in the utility model embodiment 1.
Fig. 3 is lower anchor device structure schematic diagram in the utility model embodiment 1.
Fig. 4 installs and work structuring schematic diagram in the utility model embodiment 2.
Reference numeral comprises: main control computer 1, hydraulic power unit 2, steel strand 3, upper ground tackle 4, upper bracket 5, sensing detection device 6, lift cylinder 7, truss 8, lower ground tackle 9, member 10.
Detailed description of the invention
The utility model is made up of several parts such as steel strand and lift cylinder cluster, hydraulic power unit, sensing detection and computer and Long-Range Surveillance Systems.Wherein, lift cylinder cluster is load-supporting part, and hydraulic power unit is driver part, and computer is control assembly.
The utility model comprises: main control computer 1, hydraulic power unit 2, steel strand 3, upper ground tackle 4, sensing detection device 6, lift cylinder 7 and lower ground tackle 9.
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment 1: as shown in Figure 1, top-down ground tackle 4, lift cylinder 7 and the lower ground tackle 9 of being connected with on steel strand 3, wherein, lift cylinder 7 is connected with hydraulic power unit 2, sensing detection device 6 is installed on lift cylinder 7, and hydraulic power unit 2 is connected with main control computer 1 with sensing detection device 6.
In aforementioned, sensing detection device 6 is installed on steel strand 3.
In aforementioned, on upper ground tackle 4 and lower ground tackle 9, sensing detection device 6 is installed.
In aforementioned, at least two group steel strand 3, upper ground tackle 4, lift cylinder 7 and lower ground tackle 9 are installed in parallel, these two groups of structure synchronous workings.Many groups Synchronous lifting in parallel can dispersed load.
In aforementioned, at least two group steel strand 3, upper ground tackle 4, lift cylinder 7 and lower ground tackle 9 are installed in parallel, these two groups of structure alternations.Many groups are in parallel alternately promote can dispersed load simultaneously safer.
In aforementioned, as shown in Figure 2, upper ground tackle 4 comprises the leg-of-mutton setting gripper shoe of horizontal orifice plate and its below, wherein the perforate of horizontal orifice plate outside fluting.When upper ground tackle 4 is installed, horizontal orifice plate is fixedly welded on the i iron spandrel girder end face on upper bracket 5, erects gripper shoe and is welded on this i iron spandrel girder facade.
In aforementioned, as shown in Figure 3, lower ground tackle 9 comprises horizontal orifice plate and its leg-of-mutton setting stiffener in top.When lower ground tackle 9 is installed, horizontal orifice plate is fixedly welded on the i iron spandrel girder bottom surface on member 10, erects gripper shoe and is welded on this i iron spandrel girder facade.
In aforementioned, upper ground tackle 4 is fixed on upper bracket 5, steel strand 3 upper ends are suspended on ground tackle 4, and on the steel strand 3 under upper ground tackle 4, connect a sensing detection device 6, steel strand 3 continue to be passed down through the lift cylinder 7 being fixed on truss 8, wherein, second sensing detection device 6 is installed on lift cylinder 7, below truss 8, steel strand 3 continue to be passed down through the lower ground tackle 9 being arranged on member 10 and fix, same, lift cylinder 7 is connected with hydraulic power unit 2, and each sensing detection device 6 is connected with main control computer 1 respectively with hydraulic power unit 2.
In aforementioned, steel strand 3 and lift cylinder 7 are load-supporting parts of system, are used for bearing the weight of lifting member 10.According to member 10 lifting weights--the size of load is carried out the quantity of arrangements lifting oil cylinder 7, in each lifting suspension centre, lift cylinder 7 can in parallelly use.
In aforementioned, hydraulic power unit 2 is power drive parts of Hoisting System, and its performance and reliability are to the reliable and stable work influence maximum of whole Hoisting System; In hydraulic system, adoption rate simultaneous techniques, improves the adjusted in concert performance of whole system effectively.
In aforementioned, sensing detection device 6 is mainly used to obtain the positional information, load information of lift cylinder 7 and is wholely raised member 10 aerial statue information, and these information exchanges are crossed to on-the-spot real-time network is transferred to main control computer 1.
Embodiment 2: as shown in Figure 4, upper ground tackle 4 is fixed on truss 8, above upper ground tackle 4, fix lift cylinder 7, a sensing detection device 6 is installed on lift cylinder 7, and steel strand 3 upper ends are through lift cylinder 7, and steel strand 3 continue to be passed down through the lower ground tackle 9 being arranged on member 10 and fix, another sensing detection device 6 is installed on lower ground tackle 9, same, lift cylinder 7 is connected with hydraulic power unit 2, and each sensing detection device 6 is connected with main control computer 1 respectively with hydraulic power unit 2.
In the utility model, after lift cylinder 7 quantity are determined, a set of sensing detection device 6 is installed as position sensor on every lift cylinder 7, the reflection situation of lift cylinder 7 and the degree of tightness situation of upper and lower ground tackle, main control computer 1, by on-the-spot real-time network, obtains the current state of all lift cylinders 7.According to the current state of lift cylinder 7, main control computer 1 determines next step action of lift cylinder 7.When Hoisting System rises, the workflow of lift cylinder 7 is as follows:
(1) upper ground tackle 4 is tight, and lower ground tackle 9 stops, and lift cylinder 7 is stretched cylinder, and tension steel strand 3 acts on upper ground tackle 4 by load by steel strand 3.
(2), after lift cylinder 7 reaches the end, lower ground tackle 9 is tight, lift cylinder 7 contracting cylinders, and upper ground tackle 4 pines, are converted to lower ground tackle 9 by load by upper ground tackle 4.
(3) on earth, upper ground tackle 4 is tight for lift cylinder 7 contracting cylinders, and lower ground tackle 9 stops, and lift cylinder 7 is stretched cylinder, and load is converted to upper ground tackle 4 by lower ground tackle 9, and stretches cylinder by lift cylinder 7 member 10 is promoted.
(4) when lift cylinder 7 reaches the end, a stroke finishes, and lifting member 10 is also stretched cylinder with lift cylinder 7 and promoted an oil cylinder stroke.
(5) lower ground tackle 9 is tight, lift cylinder 7 contracting cylinders, and upper ground tackle 4 pines, are converted to lower ground tackle 9 by load by upper ground tackle 4.
(6) on earth, upper ground tackle 4 is tight for lift cylinder 7 contracting cylinders, and lower ground tackle 9 stops, and lift cylinder 7 is stretched cylinder, and load is converted to upper ground tackle 4 by lower ground tackle 9, starts a new stroke, stretches cylinder member 10 is promoted by lift cylinder 7;
By the conversion of upper and lower ground tackle load, stretching of lift cylinder 7, along with the cylinder action of stretching of lift cylinder 7 is progressively promoted to specified altitude, completes the lifting operation of structural member 10 by weight.
The utility model adopts computer control hydraulic synchronizing lifting, automatically complete synchronization lifting, integrated power and displacement control, operation locking, process show and the several functions such as fault alarm, is the modernization sophisticated equipment that integrates mechanical, electrical, liquid, sensor, computer and control technology.
In the utility model, the truss being mainly applicable in the large-scale steel structure engineering such as large span steel roof structure, high-rise Super High steel truss structure promotes operation.

Claims (9)

1. hydraulic pressure Multipoint synchronous lifting appliance, comprises main control computer (1), hydraulic power unit (2), steel strand (3), upper ground tackle (4), sensing detection device (6), lift cylinder (7) and lower ground tackle (9); It is characterized in that, upper top-down ground tackle (4), lift cylinder (7) and the lower ground tackle (9) of being connected with of steel strand (3), wherein, lift cylinder (7) is connected with hydraulic power unit (2), the upper sensing detection device (6) of installing of lift cylinder (7), hydraulic power unit (2) is connected with main control computer (1) with sensing detection device (6).
2. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, is characterized in that, the upper sensing detection device (6) of installing of steel strand (3).
3. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, is characterized in that, the upper sensing detection device (6) of installing of upper ground tackle (4) and lower ground tackle (9).
4. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, it is characterized in that, at least two group steel strand (3), upper ground tackle (4), lift cylinder (7) and lower ground tackle (9) are installed in parallel, these two groups of structure synchronous workings.
5. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, it is characterized in that, at least two group steel strand (3), upper ground tackle (4), lift cylinder (7) and lower ground tackle (9) are installed in parallel, these two groups of structure alternations.
6. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, is characterized in that, upper ground tackle (4) comprises the leg-of-mutton setting gripper shoe of horizontal orifice plate and its below, wherein the perforate of horizontal orifice plate outside fluting.
7. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, is characterized in that, lower ground tackle (9) comprises horizontal orifice plate and its leg-of-mutton setting stiffener in top.
8. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, it is characterized in that, upper ground tackle (4) is fixed on upper bracket (5), steel strand (3) upper end is suspended on ground tackle (4), and the upper sensing detection device (6) that connects of steel strand (3) under upper ground tackle (4), steel strand (3) continue to be passed down through the lift cylinder (7) being fixed on truss (8), wherein, upper second the sensing detection device (6) of installing of lift cylinder (7), in truss (8) below, steel strand (3) continue to be passed down through the lower ground tackle (9) being arranged on member (10) and fix, same, lift cylinder (7) is connected with hydraulic power unit (2), each sensing detection device (6) is connected with main control computer (1) respectively with hydraulic power unit (2).
9. hydraulic pressure Multipoint synchronous lifting appliance as claimed in claim 1, it is characterized in that, upper ground tackle (4) is fixed on truss (8), at the fixing lift cylinder (7) in upper ground tackle (4) top, at the upper sensing detection device (6) of installing of lift cylinder (7), steel strand (3) upper end is through lift cylinder (7), steel strand (3) continue to be passed down through the lower ground tackle (9) being arranged on member (10) and fix, upper another sensing detection device (6) of installing of lower ground tackle (9), same, lift cylinder (7) is connected with hydraulic power unit (2), each sensing detection device (6) is connected with main control computer (1) respectively with hydraulic power unit (2).
CN201420002178.5U 2014-01-03 2014-01-03 Hydraulic multipoint synchronous lifting device Expired - Fee Related CN203684708U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420002178.5U CN203684708U (en) 2014-01-03 2014-01-03 Hydraulic multipoint synchronous lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420002178.5U CN203684708U (en) 2014-01-03 2014-01-03 Hydraulic multipoint synchronous lifting device

Publications (1)

Publication Number Publication Date
CN203684708U true CN203684708U (en) 2014-07-02

Family

ID=51006630

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420002178.5U Expired - Fee Related CN203684708U (en) 2014-01-03 2014-01-03 Hydraulic multipoint synchronous lifting device

Country Status (1)

Country Link
CN (1) CN203684708U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104570895A (en) * 2014-12-12 2015-04-29 常熟市兴华机电设备安装工程有限责任公司 Remote monitoring system of electromechanical equipment
CN104947598A (en) * 2015-07-07 2015-09-30 中铁二局股份有限公司 Large tonnage girder hydraulic synchronization lifting-up construction equipment and method
CN108128739A (en) * 2017-12-18 2018-06-08 青海智鑫电力监理咨询有限公司 A kind of steel-structure roof lattice framed structure integral lifting

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104570895A (en) * 2014-12-12 2015-04-29 常熟市兴华机电设备安装工程有限责任公司 Remote monitoring system of electromechanical equipment
CN104947598A (en) * 2015-07-07 2015-09-30 中铁二局股份有限公司 Large tonnage girder hydraulic synchronization lifting-up construction equipment and method
CN104947598B (en) * 2015-07-07 2016-08-17 中铁二局工程有限公司 A kind of large-tonnage girder steel hydraulic synchronization lifting construction equipment and method
CN108128739A (en) * 2017-12-18 2018-06-08 青海智鑫电力监理咨询有限公司 A kind of steel-structure roof lattice framed structure integral lifting

Similar Documents

Publication Publication Date Title
CN105604334B (en) A kind of rapid constructing method for large span steel truss integral installation
CN106065661B (en) The hanging steel corridor construction engineering method of large span
CN201826525U (en) Climbing shuttering system device for buildings
CN103790234A (en) Large-span truss hydraulic multi-point synchronous lifting construction method
CN101537976B (en) Dual-tower-mast giant self-lifting crane and following-carrying lifting method thereof
CN105401714A (en) Attachment type lifting scaffold and lifting method
CN102733615B (en) Unsymmetrical integral lifting construction method
CN106013419B (en) Long-span Cantilever abnormity transfinites structural steel corridor construction engineering method
CN108979131B (en) Integral lifting platform device for high-rise building construction steel formwork and operation frame
CN109184189A (en) A kind of diameter Silo conical shell silo roof construction method
CN203684708U (en) Hydraulic multipoint synchronous lifting device
CN102425261B (en) Large-span multiunit tensile membrane structure and installation construction method thereof
CN109081247A (en) A kind of hanging method of vestibule large-span steel girder
CN208899886U (en) Cantilever frame platform
CN103194983A (en) Segmental precast assembly method and segmental precast assembly structure for cantilever arm of large capping beam
CN104631810A (en) High-altitude movable hanging basket system and construction method thereof
CN109138454A (en) A kind of installation method of super high-rise building outline border bandy truss
CN205100531U (en) Lift scaffold support body assembly
CN106193284B (en) The installation method and mounting structure of large span space drop level continuous truss frame
CN206667458U (en) The constructing device of vestibule system steel structure girder
CN100542944C (en) The method of lowering overweight structure by connecting two jacks in series
CN105672672A (en) Pier column construction system and construction method
CN214573768U (en) Self-climbing sliding formwork pouring system for second-stage concrete pouring of gate slot
CN204126297U (en) A kind of temporary support of steel truss roof
CN208267379U (en) A kind of trapezoidal steel structure support being used to support 24-32m cast-in-situ box girder and adjustable span

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: 20140702

Termination date: 20190103