CN202248941U - Integral lifting, positioning and mounting device for large-scale steel members - Google Patents
Integral lifting, positioning and mounting device for large-scale steel members Download PDFInfo
- Publication number
- CN202248941U CN202248941U CN2011203354230U CN201120335423U CN202248941U CN 202248941 U CN202248941 U CN 202248941U CN 2011203354230 U CN2011203354230 U CN 2011203354230U CN 201120335423 U CN201120335423 U CN 201120335423U CN 202248941 U CN202248941 U CN 202248941U
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- scale steel
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- steel spare
- detachable
- translation track
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Abstract
The utility model discloses an integral lifting, positioning and mounting device for large-scale steel members, which comprises two hydraulic lifting apparatuses, the large-scale steel members, a detachable translation rail and translation wheels. The integral lifting, positioning and mounting device is characterized in that the two hydraulic lifting apparatuses are mounted on bearing platforms on building structural columns respectively, and the large-scale steel members are hydraulically synchronously lifted to the mounting height from a fixed position. A translation rail and the detachable translation rail are arranged between the mounting height position and the horizontal mounting height position of the large-scale steel members, when the large-scale steel members are lifted to pass through a notch position between the mounting height position and the horizontal mounting height position, the detachable translation rail is mounted at the notch position and connected with the translation rail, the translation wheels are mounted at two ends of each large-scale steel member, the large-scale steel members are positioned at the mounting positions by drawing, and the translation wheels on the large-scale steel members are detached. The large-scale steel members can be lifted to the fixed point in a limited space and can be positioned and mounted accurately by the aid of overhead special-made translation devices, and construction occupation space is reduced while occupation time is shortened.
Description
Technical field
The integral body that the utility model relates to a kind of large-scale steel spare promotes erecting device in place.
Background technology
Along with increasing of building; Large-span steel member (girder steel) is widely used in design; Characteristics such as middle part that these members have that volume is big, weight is big, be installed in building and required precision height, simultaneously because the duration needs to construct simultaneously with mobilization building structure, peripheral structure is evenly constructed during installation; So large-scale steel spare need install at the building interior space of building, large scale hoisting machinery equipment can't get into the scene and carried out operation this moment.
Summary of the invention
The purpose of the utility model is to provide a kind of integral body of large-scale steel spare to promote erecting device in place; It organically combines hydraulic synchronizing lifting and high-altitude translation technology, has guaranteed that large-scale steel spare fix a point to promote under the also special translating device the accurate translation installation that puts in place aloft in limited space.
The purpose of the utility model realizes by following technical scheme: the integral body of described large-scale steel spare promotes erecting device in place; Comprise hydraulic lifting device; Promote the load platform; Large-scale steel spare; Detachable translation track and translation roller; It is characterized in that: described hydraulic lifting device has two at least; Be installed on being installed on the load platform on the fabric structure post of two alternate settings respectively with two hydraulic lifting devices, adopt the steel hinge line of hydraulic lifting device connect large-scale steel spare make large-scale steel spare from a fixing position hydraulic synchronizing lifting to setting height(from bottom); Hydraulic synchronizing lifting to the horizontal installation site of setting height(from bottom) place and large-scale steel spare between be provided with translation track and detachable translation track; Described detachable translation track is to be installed in that section gap position place of being about to install detachable translation track that promoting of large-scale steel spare passed through, and detachable translation track is connected with translation track; Be provided with the translation roller at the two ends of large-scale steel spare; The translation roller of large-scale steel spare can be landed in the detachable translation track, and large-scale steel spare can be by manually or connect at a slow speed electrical hoist and draw through detachable translation track and the translation track translation installed position to large-scale steel spare in place and also can unload the set translation roller of large-scale steel spare by unloading jack stand.Thereby can make large-scale steel spare from a fixing position hydraulic synchronizing lifting to setting height(from bottom), and then the high-altitude moves to each installation site respectively.
The two ends of described large-scale steel spare are provided with four translation rollers.
The method for using of the utility model is following: to setting height(from bottom), and then the high-altitude moves to each installation site to large-scale steel spare respectively from a fixing position hydraulic synchronizing lifting; Hydraulic synchronous lifting technique is to utilize two covers to be installed on two hydraulic lifting devices on the interim load platform that is provided with respectively, adopts steel hinge line load-bearing and computer control to carry out hydraulic synchronizing lifting, and the load platform is arranged on the fabric structure temporarily; The high-altitude translation is utilized in the detachable translation track of large-scale steel spare bearing place setting and four translation rollers that are provided with at the two ends of girder steel; After girder steel rises to predetermined altitude; Detachable translation track is installed; Roller is taken a seat in orbit, and it is in place to draw translation through electric winch manually or at a slow speed.
Compared to prior art, the advantage of the utility model is: in structure construction, it can not consider reservation and back construction because of adopting the required various structures of traditional hanging method; It is compared greatly with the super-huge crawler crane hanging method of Traditional use and reduces expenses, and has guaranteed the installation quality and the safety of large-scale steel spare, accelerates speed of application, saves the construction period, reduces construction land tenure and holding time.
Description of drawings
Fig. 1 is the sketch map that the integral body of the large-scale steel spare of the utility model promotes erecting device in place.
Fig. 2 is the A-A sectional view of Fig. 1.
Label declaration: 1, hydraulic lifting device; 2, promote the load platform; 3, large-scale steel spare; 4, unloading jack; 5, translation track; 6, translation roller; 7, fabric structure post; 8, steel strand; 9, detachable translation track.
The specific embodiment
Below in conjunction with Figure of description and embodiment the utility model content is elaborated:
The integral body of the large-scale steel spare that provides for the utility model as depicted in figs. 1 and 2 promotes the embodiment sketch map of erecting device in place; Comprise hydraulic lifting device 1, lifting load platform 2, large-scale steel spare 3, detachable translation track 9 and translation roller 6; It is characterized in that: installing space is narrow in building; Site condition can only satisfy large-scale steel spare and march into the arena, fixes a point to splice, promote by root by root; Large-scale steel spare adopts hydraulic synchronizing lifting to setting height(from bottom) from a fixing position, and then the high-altitude moves to each installation site respectively, and two technology of hydraulic synchronizing lifting and high-altitude translation technology are organically combined; Hydraulic synchronous lifting technique is to utilize the hydraulic lifting device 1 of two covers to be installed on respectively on two lifting load platforms 2, adopts the operating principle of steel hinge line load-bearing, computer control, hydraulic synchronizing lifting.The nucleus equipment of this system is a hydraulic lifting device 1, and it mainly is made up of steel hinge line load bearing system, hydraulic lift(ing) cylinder, hydraulic control system, sensor detecting system and electrical control system, and the steel hinge line load bearing system comprises steel hinge line 8; Hydraulic synchronizing lifting to the horizontal installation site of setting height(from bottom) place and large-scale steel spare 3 between be provided with translation track 5 and detachable translation track 9; Described detachable translation track is to be installed in that section gap position place of being about to install detachable translation track that promoting of large-scale steel spare passed through; When large-scale steel spare from that section gap position through and hang the setting height(from bottom) place after, detachable translation track is installed in that section gap position place and is connected with translation track; And be provided with four translation rollers 6 at the two ends of large-scale steel spare 3; The translation roller 6 of large-scale steel spare 3 is landed in the detachable translation track 9; Utilize again Chain block or at a slow speed electric winch draw; Make large-scale steel spare 3 two ends move to the installation site synchronously, treat behind large-scale steel spare 3 installation in position and remove the set translation roller 6 of large-scale steel spare 3 through unloading jack 4 jack-up.
Claims (2)
1. the integral body of a large-scale steel spare promotes erecting device in place; Comprise hydraulic lifting device (1), lifting load platform, large-scale steel spare (3), detachable translation track (9) and translation roller (6); It is characterized in that: described hydraulic lifting device has two at least; Be installed on being installed on the load platform (2) on the fabric structure post of two alternate settings respectively with two hydraulic lifting devices (1), adopt the steel hinge line (8) of hydraulic lifting device (1) connect large-scale steel spare (3) make large-scale steel spare (3) from a fixing position hydraulic synchronizing lifting to setting height(from bottom); Hydraulic synchronizing lifting to the horizontal installation site of setting height(from bottom) place and large-scale steel spare (3) between be provided with translation track (5) and detachable translation track (9); Described detachable translation track is to be installed in that section gap position place that is about to install detachable translation track that promoting of large-scale steel spare passed through, and detachable translation track (9) is connected with translation track (5); Be provided with translation roller (6) at the two ends of large-scale steel spare (3); The translation roller (6) of large-scale steel spare (3) can be landed in the detachable translation track (9), and large-scale steel spare (3) can be through manually or connect at a slow speed electric winch and draw through detachable translation track (9) and translation track (5) the translation installed position to large-scale steel spare (3) in place and also can unload the set translation roller (6) of large-scale steel spare (3) through unloading jack (4) jack-up.
2. the integral body of large-scale steel spare according to claim 1 promotes erecting device in place, it is characterized in that: the two ends of described large-scale steel spare (3) are provided with four translation rollers (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203354230U CN202248941U (en) | 2011-09-07 | 2011-09-07 | Integral lifting, positioning and mounting device for large-scale steel members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203354230U CN202248941U (en) | 2011-09-07 | 2011-09-07 | Integral lifting, positioning and mounting device for large-scale steel members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202248941U true CN202248941U (en) | 2012-05-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203354230U Expired - Fee Related CN202248941U (en) | 2011-09-07 | 2011-09-07 | Integral lifting, positioning and mounting device for large-scale steel members |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202248941U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103698145A (en) * | 2013-12-12 | 2014-04-02 | 上海通用金属结构工程有限公司 | Mounting method for large-size construction machinery test equipment |
| CN104037630A (en) * | 2014-06-13 | 2014-09-10 | 国网四川省电力公司双流县供电分公司 | Auxiliary placing installing system for substation door framework |
| CN105220886A (en) * | 2015-09-11 | 2016-01-06 | 方流生 | A kind ofly to move in orbit and the construction work lifting appliance that can dispel the heat |
| CN106382019A (en) * | 2016-11-25 | 2017-02-08 | 山东省建筑科学研究院 | Structure and method for temporarily unloading beams and slabs |
| CN108002282A (en) * | 2017-12-29 | 2018-05-08 | 上海市机械施工集团有限公司 | A kind of steel construction integral lifting apparatus and its application method |
| CN108755442A (en) * | 2018-08-21 | 2018-11-06 | 中水电第十工程局（郑州）有限公司 | Guiding and positioning device for the installation of heavy steel member high-altitude |
| CN109989588A (en) * | 2019-03-15 | 2019-07-09 | 上海建工七建集团有限公司 | The installation of steel vestibule is promoted and high-altitude translation device and its installation method with whole |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
-
2011
- 2011-09-07 CN CN2011203354230U patent/CN202248941U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103698145A (en) * | 2013-12-12 | 2014-04-02 | 上海通用金属结构工程有限公司 | Mounting method for large-size construction machinery test equipment |
| CN103698145B (en) * | 2013-12-12 | 2016-05-18 | 上海通用金属结构工程有限公司 | Heavy construction mechanical test equipment installation method |
| CN104037630A (en) * | 2014-06-13 | 2014-09-10 | 国网四川省电力公司双流县供电分公司 | Auxiliary placing installing system for substation door framework |
| CN104037630B (en) * | 2014-06-13 | 2016-02-03 | 国网四川省电力公司双流县供电分公司 | Transformer station's door framework is auxiliary places installation system |
| CN105220886A (en) * | 2015-09-11 | 2016-01-06 | 方流生 | A kind ofly to move in orbit and the construction work lifting appliance that can dispel the heat |
| CN106382019A (en) * | 2016-11-25 | 2017-02-08 | 山东省建筑科学研究院 | Structure and method for temporarily unloading beams and slabs |
| CN106382019B (en) * | 2016-11-25 | 2018-11-20 | 山东省建筑科学研究院 | A kind of beam slab interim unloading-structure and method |
| CN108002282A (en) * | 2017-12-29 | 2018-05-08 | 上海市机械施工集团有限公司 | A kind of steel construction integral lifting apparatus and its application method |
| CN108755442A (en) * | 2018-08-21 | 2018-11-06 | 中水电第十工程局（郑州）有限公司 | Guiding and positioning device for the installation of heavy steel member high-altitude |
| CN108755442B (en) * | 2018-08-21 | 2023-12-22 | 中电建十一局工程有限公司 | Guide and positioning device for high-altitude installation of large steel member |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
| CN109989588A (en) * | 2019-03-15 | 2019-07-09 | 上海建工七建集团有限公司 | The installation of steel vestibule is promoted and high-altitude translation device and its installation method with whole |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20120530 Termination date: 20180907 |