CN205369534U - Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down - Google Patents
Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down Download PDFInfo
- Publication number
- CN205369534U CN205369534U CN201620069297.1U CN201620069297U CN205369534U CN 205369534 U CN205369534 U CN 205369534U CN 201620069297 U CN201620069297 U CN 201620069297U CN 205369534 U CN205369534 U CN 205369534U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate wall
- roof beam
- truss
- construction
- 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.)
- Active
Links
Abstract
The utility model discloses an influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down, include and fix the track roof beam at jacking platform truss last quarter through adhering to the piece that be equipped with the pulley on the track roof beam, the pulley is connected with hand -drive block. Field operation nature is strong, the security is high, simple structure, structure firm, can realize the smooth roof beam of the quick safe installation of steel plate wall, not only can avoid jacking platform primary and secondary truss to the influence that hoist and mount produced, avoids 2 tower cranes to trade the construction potential safety hazard that hook strip comes many times, can realize still that steel plate wall high efficiency installs, and for processes such as steel plate wall measurement, welding win the time, the cost of saving time wins construction space, still can realize the construction referenceization, reaches reduce cost and improve effect's purpose.
Description
Technical field
This utility model relates to a kind of high-rise building Core Walls Structure construction technology, and particularly relating to a kind of intelligence jacking steel platform truss affects the sliding beam of lower steel plate wall lifting.
Background technology
At present, in Super High is constructed, Core Walls Structure adopts steel plate wall to design mostly, substantial amounts of work high above the ground and construction complexity determine high-rise building core-tube partial needs intelligence jacking steel platform, and overlength super large steel plate wall is installed and affected by jacking steel platform primary and secondary truss and restrict, affect construction speed and efficiency.
As it is shown in figure 1, jacking steel platform structure arranges that 12 jacking fulcrums, main couple and jack truss arrangement pitch are overstocked altogether, the primary and secondary truss of steel plate wall is bigger on the impact of steel plate wall installation in position.Affected by jacking steel structure platform primary and secondary truss, run into truss during steel plate wall lifting and stop and cause that lifting cannot disposable hoisted in position, it is necessary to adopts 2 tower cranes to change hook switching and lift.
As shown in Fig. 2 a, Fig. 2 b, Fig. 2 c, Fig. 2 d, part steel plate wall hangs in behind reserved lifting hole cannot direct hoisted in position, needing to adopt 2 tower cranes repeatedly to change could be in place after hook moves to on-station position, changing hook by the lifting of above steel plate wall it can be seen that adopt 2 tower cranes to change hook and operate very loaded down with trivial details, 2 tower cranes to carry out changing hook scheme 3 times and avoid truss to lifting impact, complex procedures, there is potential safety hazard in 2 tower crane operations nearby simultaneously simultaneously, speed of application is slow, is unfavorable for improving efficiency of construction.
Utility model content
The purpose of this utility model is to provide a kind of intelligence jacking steel platform truss affects the sliding beam of lower steel plate wall lifting.
The purpose of this utility model is achieved through the following technical solutions:
Intelligence jacking steel platform truss of the present utility model affects the sliding beam of lower steel plate wall lifting, and including the track girder being fixed on lifting platform truss lower edge by attachment, described track girder is provided with pulley, and described pulley is connected to bottle gouard moved by hands.
The technical scheme provided by above-mentioned this utility model can be seen that, the intelligent jacking steel platform truss that this utility model embodiment provides affects the sliding beam of lower steel plate wall lifting, execute-in-place is strong, safety is high, simple structure, stabilized structure, the sliding beam that steel plate wall is fast and safely installed can be realized, the sliding beam of lifting not only can avoid the impact that lifting is produced by lifting platform primary and secondary truss, 2 tower cranes are avoided repeatedly to change the construction safety hidden danger that hook strip is come, also can realize steel plate wall rapidly and efficiently to install, measure for steel plate wall, the operations such as welding gain time, save time cost, win construction space, also can realize construction standardization, reach the purpose of cost efficiency.
Accompanying drawing explanation
Fig. 1 is the horizontal layout schematic diagram of intelligence jacking steel platform truss and core tube steel board wall in prior art.
Fig. 2 a is that prior art light plate wall member winches to lifting platform reserved opening schematic diagram.
Fig. 2 b runs into first truss to change hook schematic diagram 1 time in prior art.
Fig. 2 c runs into second truss to change hook schematic diagram 2 times in prior art.
Fig. 2 d runs into the 3rd truss to change hoisted in position schematic diagram after hook for 3 times in prior art.
Fig. 3 a affects the structural representation of the sliding beam of lower steel plate wall lifting for the intelligent jacking steel platform truss that this utility model embodiment provides.
Fig. 3 b be Fig. 3 a A-A to structural representation.
Fig. 4 a is that this utility model embodiment light plate wall member winches to lifting platform reserved opening schematic diagram.
Steel plate wall component is gone to schematic diagram on the bottle gouard moved by hands on sliding beam with tower crane in this utility model embodiment by Fig. 4 b.
Fig. 4 c utilizes the pulley sliding component schematic diagram on track in this utility model embodiment.
Fig. 4 d utilizes sliding beam component schematic diagram in place in this utility model embodiment.
In figure:
1, main couple, 2, jack truss, 3, peripheral truss, 4, steel plate wall component, 5, lifting platform truss lower edge, 6, attachment, 7, track girder, 8, pulley, 9, bottle gouard moved by hands.
Detailed description of the invention
This utility model embodiment will be described in further detail below.
Of the present utility model intelligence jacking steel platform truss affect lower steel plate wall lifting cunning beam, its preferably detailed description of the invention be:
Including the track girder being fixed on lifting platform truss lower edge by attachment, described track girder is provided with pulley, and described pulley is connected to bottle gouard moved by hands.
Described attachment adopts HW300*300*10*15 section steel manufacture, and described track girder adopts work 320*120 section steel manufacture.
Intelligence jacking steel platform truss of the present utility model affects the sliding beam of lower steel plate wall lifting, and sharpest edges are in that to utilize sliding beam technology quickly to install steel plate wall, reaches to save the target of duration.Execute-in-place is strong, safety is high, simple structure, stabilized structure, can realize the sliding beam that steel plate wall is fast and safely installed, the sliding beam of lifting not only can avoid the impact that lifting is produced by lifting platform primary and secondary truss, 2 tower cranes are avoided repeatedly to change the construction safety hidden danger that hook strip is come, also can realize steel plate wall rapidly and efficiently to install, gain time for operations such as steel plate wall measurement, welding, save time cost, win construction space, also can realize construction standardization, reach the purpose of cost efficiency.Through accounting, adopting sliding beam lifting, can save effect 30%, often the joint steel plate wall saving duration is 1d.
Specific embodiment:
As shown in Fig. 3 a, 3b, the sliding beam of lifting includes attachment, track girder, pulley and bottle gouard moved by hands；Attachment adopts HW300*300*10*15 section steel manufacture, and track girder adopts work 320*120；
As shown in Fig. 4 a to Fig. 4 d, adopting the sliding beam of lifting to install steel plate wall, can reduce tower crane and change hook number of times, steel plate wall lifting, to lifting hole, adopts sliding beam to slide onto in place.
By steel plate wall, sliding beam design is installed, install for steel plate wall and won time and space, solve multiple stage tower crane and frequently change the technical barrier that hook installation rate is slow, construction safety hidden danger is big, installation cost is high, while the steel plate wall Fast Installation gone, ensure that construction safety, save construction cost, improve efficiency of construction.It is little that the Fast Installation of steel plate wall solves on-the-spot stockyard, improves efficiency of construction and stockyard utilization rate, saves time cost, mechanical execution cost, cost of labor.Reach unprecedented perfect adaptation on also in installation rate, construction coordination, manpower consumption etc., and Promoting Standardized construction has been served good practicalness effect.
Adopt sliding beam lifting steel plate wall, it is possible to resolve multiple stage tower crane changes hook, the problem that efficiency of construction is low, make sliding beam at each lifting hole, operation possibility is high, makes steel plate wall high construction efficiency safety, also can save construction cost, it is achieved cost efficiency and standardized construction simultaneously, there is good development prospect.
The above; it is only this utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; any those familiar with the art is in the technical scope that this utility model discloses; the change that can readily occur in or replacement, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.
Claims (2)
1. an intelligent jacking steel platform truss affects the sliding beam of lower steel plate wall lifting, it is characterised in that including the track girder being fixed on lifting platform truss lower edge by attachment, described track girder is provided with pulley, and described pulley is connected to bottle gouard moved by hands.
2. intelligence jacking steel platform truss according to claim 1 affects the sliding beam of lower steel plate wall lifting, it is characterised in that described attachment adopts HW300*300*10*15 section steel manufacture, and described track girder adopts work 320*120 section steel manufacture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620069297.1U CN205369534U (en) | 2016-01-22 | 2016-01-22 | Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620069297.1U CN205369534U (en) | 2016-01-22 | 2016-01-22 | Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369534U true CN205369534U (en) | 2016-07-06 |
Family
ID=56268506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620069297.1U Active CN205369534U (en) | 2016-01-22 | 2016-01-22 | Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205369534U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525684A (en) * | 2016-01-22 | 2016-04-27 | 中建钢构有限公司 | Steel plate wall hoisting sliding beam capable of intelligently avoiding influence of jacking steel platform truss |
-
2016
- 2016-01-22 CN CN201620069297.1U patent/CN205369534U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525684A (en) * | 2016-01-22 | 2016-04-27 | 中建钢构有限公司 | Steel plate wall hoisting sliding beam capable of intelligently avoiding influence of jacking steel platform truss |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201437633U (en) | Elevator shaft shaping operation platform | |
| CN205369534U (en) | Influence of intelligence jacking steel platform truss is smooth roof beam of steel plate wall hoist and mount down | |
| CN102493666A (en) | High-altitude translation installation and construction method for super-large super-heavy member | |
| CN103243932A (en) | Structure for detaching inner climbing tower crane through roof crane and construction method thereof | |
| CN105525684A (en) | Steel plate wall hoisting sliding beam capable of intelligently avoiding influence of jacking steel platform truss | |
| CN102635242A (en) | Construction method for butt joint operation for large I-shape beam | |
| CN205766074U (en) | A kind of moveable step ladder in the workshop that is welded for passenger vehicle | |
| CN202530775U (en) | Structure for dismounting inner climbing tower crane by using roof crane | |
| CN201649606U (en) | Following type elevator hoistway construction platform | |
| CN203486788U (en) | Practical hanging basket | |
| CN203976250U (en) | Special the taking off of a kind of steel mill covered boom crane | |
| CN201770429U (en) | Portal type framework used for hoisting and slipping | |
| CN206784891U (en) | A kind of prefabricated hoistway operation platform | |
| CN102817467B (en) | Operating platform for high-altitude installation of steel structure | |
| CN203998720U (en) | Mini-tower hoist tool folding tower cap | |
| CN204126237U (en) | A kind of elevator hoistway construction platform | |
| CN203359892U (en) | Device for assembling and disassembling construction trolley inside tunnel | |
| CN204266603U (en) | The interim apparatus for placing of high-strength bolt | |
| CN203998724U (en) | A kind of tower machine attached wall assembling and disassembling stand | |
| CN102733612B (en) | Mounting method of electric hoist orbit | |
| CN204920174U (en) | Elevartor shaft regularization operation platform | |
| CN205653059U (en) | Hoisting apparatus of engine house and have device's high pedestal jib crane | |
| CN205100571U (en) | Quick device of taking one's place of installing in prefabricated whole bathroom | |
| CN205653061U (en) | Take bridge crane that bulkhead cover | |
| CN205531335U (en) | Novel early of building templates system tear head open |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: F17, Shuisong Building, Chegongmiao, Futian District, Shenzhen, Guangdong 518040 Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221116 Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000 Patentee after: China Construction Steel Engineering Co.,Ltd. Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: China Construction Engineering Group Co.,Ltd. |