CN203394083U - Sliding synchronous device for steel structures - Google Patents
Sliding synchronous device for steel structures Download PDFInfo
- Publication number
- CN203394083U CN203394083U CN201320428853.6U CN201320428853U CN203394083U CN 203394083 U CN203394083 U CN 203394083U CN 201320428853 U CN201320428853 U CN 201320428853U CN 203394083 U CN203394083 U CN 203394083U
- Authority
- CN
- China
- Prior art keywords
- sliding
- rails
- synchronous device
- steel structures
- wheel
- 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
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a sliding synchronous device for steel structures. The sliding synchronous device for steel structures comprises two rails parallelly mounted at the seated axis position of a truss. The rails are graduated. Lines of same graduation marks on the two rails are perpendicular to the rails. The side of one wheel of a sliding cart on the rails is provided with a ruler which is in the horizontal direction. The center of the ruler and a center point of the wheel of the sliding cart are on a same vertical line. The sliding synchronous device for steel structures has the advantages that the cost is saved, construction progress is quickened, synchronousness of the sliding process is guaranteed, the full course of a sliding process is well controlled, quality is guaranteed, and steel parts can be transported to the design positions safely.
Description
Technical field
The utility model relates to slide device, and the utility model relates in particular to steel structure slipping sychronisation.
Background technology
Nowadays domestic large public building arranges large span, high spatial Neiting structure as library, station, market, inside, sports palace more, and Neiting roofing adopts steel structure truss or space truss structure to increase indoor daylighting degree more.Most lighting structure roofings is positioned at the middle part of building and cannot adopts directly hoisted in position of machinery, therefore the installations that adopt slippage mode in place after integral assemblings to complete layer Steel Structure more.In the process of slippage, synchronism is key point, and engineering in the past gets the brush-off, and easily occurs the defect of the aspects such as quality, safety.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, a kind of synchronism that guarantees slipping is provided, well controlled the overall process of slippage operation, ensure the quality of products, guarantee safe by steel component conveying to design attitude, reduced construction cost, guaranteed a kind of steel structure slipping sychronisation of construction period.
In order to achieve the above object, the technical solution adopted in the utility model is:
A kind of steel structure slipping sychronisation of the present utility model, it comprises two tracks that are installed in parallel in the axial location that truss takes a seat, on two described tracks, be provided with scale, article two, the line of track equal scale value and track are perpendicular, in the wheel face of setting sliding trolley in orbit, rule is installed, described rule along continuous straight runs arranges, and the central point of the center of described rule and sliding trolley wheel is positioned on same vertical line.
The beneficial effects of the utility model are: saved cost, accelerated construction speed, guaranteed the synchronism of slipping, well controlled the overall process of slippage operation, ensure the quality of products, guarantee safe by steel component conveying to design attitude.
Accompanying drawing explanation
Accompanying drawing is the mounting structure schematic diagram of a kind of steel structure slipping sychronisation of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
A kind of steel structure slipping sychronisation of the present utility model as shown in drawings, it comprises two tracks 3 that are installed in parallel in the axial location that truss takes a seat, on two described tracks 3, be provided with scale 4, article two, the line of track equal scale value and track are perpendicular, on wheel 6 sides of setting sliding trolley 1 in orbit, rule is installed, described rule along continuous straight runs arranges, and the center of described rule 5 and the central point of sliding trolley wheel are positioned on same vertical line.
The mounting method of this device is:
1. the assembled welding of truss is fastened on sliding trolley 1 by temporary supporting 7 after completing, and sliding trolley wheel 6 needs to bear the load of upper steel member.
2. the axial location of first taking a seat at truss is installed two tracks 3, and track will calculate, guarantee to bear the load of upper component while selecting.Track setting is parallel, and spacing is wanted accurately, can adopt the omnidistance survey of total powerstation to establish installation.
3. then start to carry out in orbit scale 4 marks.Reference mark value make sure to keep in mind to guarantee the line of two siding track equal scale values and track perpendicular.Between track labeling, according to convenient reading, determine.
4. wheel face is installed rule.Rule can be selected the long steel ruler of 1000mm, by tack weld, steel ruler is fixed on to the side of sliding trolley wheel, when installing, steel ruler to guarantee that the central point of center and sliding trolley wheel is positioned on same vertical line, when steel ruler is installed, to adopt spirit level to measure simultaneously and install, control the levelness of steel ruler.
5. truss slippage, Synchronization Control.Pay close attention to slipping steel ruler reading in orbit, the deviation of travelling of driving process both sides maximum must not surpass 30mm, with the method to truss, slides onto design attitude.
Claims (1)
1. a steel structure slipping sychronisation, it is characterized in that: it comprises two tracks that are installed in parallel in the axial location that truss takes a seat, on two described tracks, be provided with scale, article two, the line of track equal scale value and track are perpendicular, in the wheel face of setting sliding trolley in orbit, rule is installed, described rule along continuous straight runs arranges, and the central point of the center of described rule and sliding trolley wheel is positioned on same vertical line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320428853.6U CN203394083U (en) | 2013-07-17 | 2013-07-17 | Sliding synchronous device for steel structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320428853.6U CN203394083U (en) | 2013-07-17 | 2013-07-17 | Sliding synchronous device for steel structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203394083U true CN203394083U (en) | 2014-01-15 |
Family
ID=49905623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320428853.6U Expired - Fee Related CN203394083U (en) | 2013-07-17 | 2013-07-17 | Sliding synchronous device for steel structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203394083U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703419A (en) * | 2017-01-22 | 2017-05-24 | 中国十七冶集团有限公司 | Large-span roof truss high-altitude assembly sliding control method |
| CN106829529A (en) * | 2017-01-20 | 2017-06-13 | 浙江中南建设集团钢结构有限公司 | A kind of automatic boxing method for steel structure workshop |
| CN107130804A (en) * | 2017-06-01 | 2017-09-05 | 浙江省二建钢结构有限公司 | The servicing unit and installation method of main couple are installed during construction truss-like roof |
-
2013
- 2013-07-17 CN CN201320428853.6U patent/CN203394083U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106829529A (en) * | 2017-01-20 | 2017-06-13 | 浙江中南建设集团钢结构有限公司 | A kind of automatic boxing method for steel structure workshop |
| CN106703419A (en) * | 2017-01-22 | 2017-05-24 | 中国十七冶集团有限公司 | Large-span roof truss high-altitude assembly sliding control method |
| CN107130804A (en) * | 2017-06-01 | 2017-09-05 | 浙江省二建钢结构有限公司 | The servicing unit and installation method of main couple are installed during construction truss-like roof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203394083U (en) | Sliding synchronous device for steel structures | |
| CN202849880U (en) | A magnetic suspension track section measuring and adjusting system | |
| CN105222719A (en) | A kind of contactless railroad platform gauge laser distance measurement method | |
| CN207079483U (en) | Guiding and deviation correcting device available for Large-span Steel Box Beam construction | |
| CN204510844U (en) | A kind of large-span steel girder high-altitude mounting slip device | |
| CN102950464B (en) | Non-orientation silicon steel tinuous production installation method | |
| CN103277113B (en) | A kind of measurement mechanism about the evacuation platform in subway tunnel and control method | |
| CN111501432A (en) | Steel truss type track structure of seamless magnetic suspension track panel and construction method thereof | |
| CN104308413B (en) | A kind of steel pipe assembly welding device and its Fast Installation moving method | |
| CN203259122U (en) | Measuring device of evacuation platform inside subway tunnel | |
| CN108609454B (en) | A kind of segmented setting out method of elevator installation | |
| CN204778393U (en) | Accurate running gear of monkey | |
| CN202322065U (en) | Automatic transport control system of automobile assembling shop | |
| CN205290220U (en) | Angle steel spot welding dedicated platform on H profiled steel structure roof beam | |
| CN205474636U (en) | Line type positioner of F type section of track | |
| CN104060838A (en) | Grouping and air-pairing installation method for corridor | |
| CN102505863B (en) | Wireless laser synchronous control device for multi-rail slide construction | |
| CN204874601U (en) | Anchor clamps of vertical annealing stove roller installation dolly wheel of fixed hot -galvanize | |
| CN212247700U (en) | Steel truss type track structure of seamless magnetic levitation track panel | |
| CN101538819B (en) | Straddle-type monorail joint turnout linear form and detection method thereof | |
| CN212897661U (en) | Rolling support construction device for track-free sliding construction | |
| CN103790388B (en) | Greatly install improve one's methods across the waft high-altitude of eaves of cantilever roofing steel | |
| CN211735053U (en) | Portable light unmanned inspection vehicle for bridge | |
| CN202938826U (en) | Tunnel inflected arch lining steel bar scale distance ruler | |
| CN202075174U (en) | Diagonal tension and slide test fixture for rotary building fasteners |
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: 20140115 Termination date: 20180717 |