CN203566663U - Gantry supporting device - Google Patents
Gantry supporting device Download PDFInfo
- Publication number
- CN203566663U CN203566663U CN201320747106.9U CN201320747106U CN203566663U CN 203566663 U CN203566663 U CN 203566663U CN 201320747106 U CN201320747106 U CN 201320747106U CN 203566663 U CN203566663 U CN 203566663U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- tie
- strutting arrangement
- gantry type
- type bracing
- 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 relates to a gantry supporting device, which comprises a connecting beam, and two supporting beams which are vertically and fixedly arranged at the two ends of the bottom of the connecting beam. By replacing gantries of different heights, the different requirements of supporting heights of a single-piece structure can be met; meanwhile, when a flat car is used for an transportation operation, the loading and unloading operation can be independently carried out without a crane or other devices, so that the operating efficiency and flexibility of use can be greatly improved; the construction cost is reduced, and security risks in operation can be avoided.
Description
Technical field
The utility model relates to bracing or strutting arrangement, relates in particular to the gantry type bracing or strutting arrangement that a kind of structure monolithic for marine structure and large scale structure member are built.Belong to Offshore Engineering field.
Background technology
Existing ocean steel construction monolithic, in prefabricated process, conventionally adopts several pad piers and is fixed on a tubular structure on several pad piers and, as temporary support structure, structure monolithic support is played to certain altitude, so that site operation.After ocean steel construction monolithic has been built, need to ocean steel construction monolithic be lifted to flat bed transport vehicle with loop wheel machine, then, then be transported to sand-blast shop and carry out further work.Because existing support construction supports power is comparatively concentrated, need put more pad pier to meet the demands, not only workload is larger, and, because the ocean steel construction monolithic size dimension that need are built is different, therefore, when building ocean steel construction monolithic, in order to adjust its height, just need to be at the pad more backing plate of accelerating on pier, to adapt to construction requirement, and, structure monolithic is prefabricated complete after, also need with loop wheel machine, ocean steel construction monolithic to be lifted to flat bed transport vehicle and carries out hauling operation, not only increased construction volume, and, easily to construction operation, bring certain potential safety hazard.
Utility model content
Main purpose of the present utility model is to overcome the above-mentioned shortcoming that prior art exists, and a kind of gate type support device is provided, and it just can meet the different requirements to single chip architecture bearing height by changing the mode of differing heights door frame; Meanwhile, when flat car hauling operation, no longer need the cooperation of loop wheel machine or miscellaneous equipment, just can independently carry out handling operation, greatly improved the flexibility of operating efficiency and use; Reduce construction cost, avoided the potential safety hazard in operation.
The purpose of this utility model is realized by following technical scheme:
A gantry type bracing or strutting arrangement, is characterized in that: be provided with: tie-beam, the two ends, bottom of tie-beam are vertical with tie-beam is fixed with two brace summers, by the above-mentioned portal supporting construction that connects and composes.
Between described tie-beam and two brace summers, be connected with respectively one for strengthening the cant beam of support; Cant beam is shaped steel.
Described tie-beam is to consist of shaped steel and the reinforcement gusset that is connected between the upper and lower flange plate of shaped steel.
Described tie-beam is to connect to form side by side box beam structure by several shaped steel.
Described brace summer is to consist of shaped steel and the base plate that is connected to shaped steel bottom; Outside brace summer, listrium is provided with several connecting holes for connecting between portal supporting construction, between portal supporting construction by bolt and nut to being connected to an integrated support structure.
Described shaped steel is I-steel or H shaped steel.
The beneficial effects of the utility model: the utility model is owing to adopting technique scheme, and it,, by changing the mode of differing heights door frame, just can meet the different requirements to single chip architecture bearing height; Meanwhile, when flat car hauling operation, no longer need the cooperation of loop wheel machine or miscellaneous equipment, just can independently carry out handling operation, greatly improved the flexibility of operating efficiency and use; Reduce construction cost, avoided the potential safety hazard in operation.
Accompanying drawing explanation:
Fig. 1 is the utility model support pier structural representation.
Fig. 2 is the utility model tie-beam schematic diagram.
Fig. 3 is the utility model brace summer schematic diagram.
Fig. 4 is that the utility model is used view.
Major label description in figure:
1. tie-beam, 2. cant beam, 3. brace summer, 4. strengthens gusset, 5. bolt and nut pair, 6. single chip architecture, 7. flat bed transport vehicle.
The specific embodiment
As shown in Fig. 1-Fig. 3, the utility model is provided with: tie-beam 1, adopts between the two ends, bottom of tie-beam 1 and tie-beam 1 that welding manner is vertical is fixed with two brace summers 3, by the above-mentioned portal supporting construction that connects and composes.Wherein, between tie-beam 1 and two brace summers 3, adopt welding or bolt connecting mode to be connected with respectively one for strengthening the cant beam 2 of support.
Above-mentioned tie-beam 1 is to consist of shaped steel and the reinforcement gusset 4 that adopts welding or bolt connecting mode to be connected between the upper and lower flange plate of shaped steel.
Above-mentioned tie-beam 1, if any high strength requirement, can adopt welding or bolt connecting mode to connect to form side by side box beam structure by several shaped steel; Above-mentioned brace summer 3 is to consist of shaped steel and the base plate that adopts welding or bolt connecting mode to be connected to shaped steel bottom; Brace summer 3 outside listriums are provided with several connecting holes for connecting between portal supporting construction, between portal supporting construction, by bolt and nut, to 5, are connected to an integrated support structure.
Above-mentioned cant beam 2 is shaped steel.
Above-mentioned shaped steel is I-steel or H shaped steel.
During use, according to the demand height of single chip architecture construction, can change the utility model of differing heights, to meet the requirement of different prefabricated single chip architecture forms.
As shown in Figure 4, the concrete operation step of the utility model in operation is:
1) first, according to the version of prefabricated single chip architecture 6, choose the brace summer 3 that uses setting height, and brace summer 3 and tie-beam 1 are fixed;
2) single chip architecture 6 is prefabricated complete after, flat bed transport vehicle 7 is reduced and highly enters bottom of the present utility model, and slowly jacking, make brace summer 3 of the present utility model liftoff, and start transport.
3) after being transported to destination, flat bed transport vehicle 7 reduces bodywork height voluntarily, after the utility model lands, completes and unloads.
The utility model can be produced once, and according to the weight of different structure thing and appearance and size, changes height of the present utility model, to meet, rolls dress movement requirement.
The above, it is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all still belong in the scope of technical solutions of the utility model.
Claims (6)
1. a gantry type bracing or strutting arrangement, is characterized in that: be provided with: tie-beam, the two ends, bottom of tie-beam are vertical with tie-beam is fixed with two brace summers, by the above-mentioned portal supporting construction that connects and composes.
2. gantry type bracing or strutting arrangement according to claim 1, is characterized in that: between described tie-beam and two brace summers, be connected with respectively one for strengthening the cant beam of support; Cant beam is shaped steel.
3. gantry type bracing or strutting arrangement according to claim 1, is characterized in that: described tie-beam is to consist of shaped steel and the reinforcement gusset that is connected between the upper and lower flange plate of shaped steel.
4. gantry type bracing or strutting arrangement according to claim 1, is characterized in that: described tie-beam is to connect to form side by side box beam structure by several shaped steel.
5. gantry type bracing or strutting arrangement according to claim 1, is characterized in that: described brace summer is to consist of shaped steel and the base plate that is connected to shaped steel bottom; Outside brace summer, listrium is provided with several connecting holes for connecting between portal supporting construction, between portal supporting construction by bolt and nut to being connected to an integrated support structure.
6. according to the gantry type bracing or strutting arrangement described in claim 2,3,4 or 5, it is characterized in that: described shaped steel is I-steel or H shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320747106.9U CN203566663U (en) | 2013-11-22 | 2013-11-22 | Gantry supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320747106.9U CN203566663U (en) | 2013-11-22 | 2013-11-22 | Gantry supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203566663U true CN203566663U (en) | 2014-04-30 |
Family
ID=50534420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320747106.9U Expired - Fee Related CN203566663U (en) | 2013-11-22 | 2013-11-22 | Gantry supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203566663U (en) |
-
2013
- 2013-11-22 CN CN201320747106.9U patent/CN203566663U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103016028A (en) | Hydraulic self-propelled steel form carrier for tunnel secondary lining operation | |
| CN108560927A (en) | A kind of Lift-on/Lift-off System and its application method of reinforced concrete column | |
| CN103437563B (en) | A kind of mounting method for large steel-strctrue building steel frame | |
| CN203474271U (en) | Special assembly type rail base for portal crane | |
| CN201883104U (en) | Trolley device for mounting steelmaking converter backing ring and converter housing | |
| CN206233099U (en) | A kind of Collison fence for bridge construction and security protection platform | |
| CN202247686U (en) | Bridge erecting machine for construction method for ultra-small-radius frame beam | |
| CN103523665B (en) | A kind of transport device and method of high pedestal jib crane | |
| CN203566663U (en) | Gantry supporting device | |
| CN203566664U (en) | Moveable supporting device | |
| CN201428112Y (en) | Push trolley device for installation and removal of steel side template | |
| CN207646615U (en) | A kind of New-Type Bridge Girder Erection Machine | |
| CN203639007U (en) | Rotary lifting mast | |
| CN204876630U (en) | Interim supporting platform of super high -rise building equipment | |
| CN202317830U (en) | Turnover machine | |
| CN202899639U (en) | Concrete column structure | |
| CN105970988B (en) | The construction method of elevator sidewall reinforcing bar is installed in raft foundation | |
| CN202247682U (en) | Bridge crane for installing curtain board | |
| CN201891087U (en) | Auxiliary girder feeding platform of transport rack integrated machine | |
| CN203127803U (en) | Support device for rolling-on and rolling-off of heavy ocean structure | |
| CN203603264U (en) | Externally-wrapped pillar base | |
| CN204038986U (en) | For removing the fork truck of inner support steel pipe | |
| CN204661218U (en) | A kind of mobile transportation device for the medium-and-large-sized stone material of building operation | |
| CN108439266B (en) | Jacking device for crane | |
| CN207108292U (en) | Novel U-shaped erection equipment |
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: No. 25 North Street, Chaoyangmen, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation |
|
| 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: 20140430 Termination date: 20201122 |