CN201087323Y - Mobile integral construction platform - Google Patents
Mobile integral construction platform Download PDFInfo
- Publication number
- CN201087323Y CN201087323Y CNU2007200810292U CN200720081029U CN201087323Y CN 201087323 Y CN201087323 Y CN 201087323Y CN U2007200810292 U CNU2007200810292 U CN U2007200810292U CN 200720081029 U CN200720081029 U CN 200720081029U CN 201087323 Y CN201087323 Y CN 201087323Y
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- CN
- China
- Prior art keywords
- platform
- hanger
- construction
- pier
- vehicle frame
- Prior art date
Links
- 238000010276 construction Methods 0.000 title abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 238000009432 framing Methods 0.000 claims description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000011514 iron Substances 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 230000001681 protective Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 2
- 210000001503 Joints Anatomy 0.000 abstract description 4
- 238000010586 diagrams Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 4
- 239000007787 solids Substances 0.000 description 4
- 238000006243 chemical reactions Methods 0.000 description 2
- 239000000463 materials Substances 0.000 description 2
- 238000000034 methods Methods 0.000 description 2
- 238000004642 transportation engineering Methods 0.000 description 2
- 239000011901 water Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 239000000969 carriers Substances 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to a kind of mobile integral operation platform, especially relates to employed mobile integral operation platform in bridge system conversion wet joint work progress.
Background technology
At present domesticly be used for the construction of bridge system conversion wet joint, adopt usually and earlier set up easy operation platform, set a roof beam in place and set up the lower platform passage again after finishing, operation platform is reinforced operation at Dun Ding.Adopt traditional scaffolding platform and steel-wood structure model, the turnover of model and platform material, transportation, and the beam body set up the temporary support that adopts reclaim and will carry out at bridge floor, directly fortune roof beam structure beam operation on restriction wet joint construction period and the top beam, and significantly promote difficulty of construction, and its operation platform need build repeatedly, remove, and the time effective rate of utilization is not high, and is long in time limit; It is big that the workman builds, removes platform labour intensity, and belong to work high above the ground mostly, dangerous high, carries out the assembling operation of operation platform under marine strong wind adverse circumstances, and there is very big potential safety hazard in lifting spelling rod member on bridge floor.In dismounting and the installation process, it is more that equipment drops into quantity, in setting up, remove the platform model process, need to cooperate with crane barge or other equipment, as operation at sea, need boats and ships to cooperate, but tidal-flat area district water level is with flood tide, ebb tide changes, and the construction boats and ships enter this zone and are subjected to water level limitation bigger, and particularly build rack construction wet joint cost in the beach district extremely expensive.
The utility model content
The purpose of this utility model is: provide and need not build, remove operation platform in a kind of construction repeatedly, the materials in construction waste is few, can greatly reduce construction working amount accelerating construction progress, reduce the installation and maintenance expense, guarantee a kind of mobile integral operation platform of construction safety.
The purpose of this utility model realizes by implementing following technical proposals:
A kind of mobile integral operation platform is characterized in that: comprise that a described traveling vehicle frame of traveling vehicle frame comprises two longerons and is connected in crossbeam between the longeron, the longeron bottom is provided with slide device; Also comprise a traveling hanger, the main framing upper surface and the traveling vehicle frame of described traveling hanger are connected, the main framing lower surface hanger that is connected, and described hanger front and rear respectively has a hanger platform, and hanger platform two ends link one respectively and cross the pier platform.
Described slide device comprises travelling wheel and the walking rails that is arranged on the longeron bottom; Rail distance rod is set between the walking rails; Locking member is set on the slide device.
Described longeron is a 16# double flute steel, and crossbeam is a 14# double flute steel, and walking rails is the 10# channel bar.
Described main framing is a truss Steel Structure, the crossbeam welding of the chord member of truss of truss Steel Structure (11) top and traveling vehicle frame, and bottom and hanger are connected, and brace one end is connected with chord member of truss, and an end is connected with hanger.
Described pier platform, the hanger platform crossed is made up of 2 i iron and many steel pipes being connected between the i iron respectively, and the chord member of truss of main framing adopts two angles 75 * 5, brace employing 50 * 5 angle steel.
The described hanger platform outside is with there is protective guard pier platform both sides and end excessively.
Adopt the removable monolithic operation platform of above structure, disposable on land spelling moulding, after lifting enters the wet joint construction plant, the suitable bridge in walking rails edge of walking system is on the bridge floor that is separately fixed at the wet joint both sides, by dolly or hoist engine push-and-pull traction, travelling wheel slides in walking rails, after driving the traveling hanger be connected in traveling vehicle frame bottom and moving to the operating position, travelling wheel is locked; With the hinge joint of four jiaos on hanger platform cross that the pier platform is opened and fixing after, make the hanger platform of hanger system and cross the pier platform around bridge pier, to form a solid firm interim operation platform.Finish construction operation by interim operation platform,,, accelerated manufacturing schedule because operation platform under bridge floor, is realized and the parallel operations of top fortune frame work as installation and the dismounting and the turnover transportation of model, temporary support.Fixedly rail distance rod is set between the walking rails, guarantees that vertical and horizontal displacement does not take place whole system when work.The guardrail of hanger platform and mistake pier platform has increased the safety in the construction operation personnel work progress.
This monolithic moves operation platform only need when using with this system along along bridge to the walking rails vertical shift in place, launching the pier platform gets final product, after finishing, construction put down the pier platform, get final product whole vertical shift to next work plane, the wet joint construction working of finishing monolithic case beam that moves in circles need not to build repeatedly, remove operation platform; And the hanger platform of hanger system can also carry the model that needs in the wet joint construction, temporary support etc., greatly reduce the workload of construction, even also having, operation at sea do not permitted to use the boats and ships coordinating operation, improved efficiency, cost also reduces greatly, also provides reliable guarantee for construction safety simultaneously.
Description of drawings
Fig. 1 is a traveling vehicle frame schematic diagram of the present utility model.
Fig. 2 is the utility model traveling hanger schematic diagram.
Fig. 3 was the traveling hanger schematic diagram that the pier platform is in user mode.
Fig. 4 was the packaged type integral construction platform schematic diagram that the pier platform is in the folding and unfolding state.
Fig. 5 was the packaged type integral construction platform schematic diagram that the pier platform is in user mode.
Fig. 6 is the packaged type integral construction platform schematic top plan view that traveling hanger right side is in user mode.
Fig. 7 is the utility model user mode schematic diagram.
The specific embodiment
Traveling vehicle frame shown in Fig. 1 comprises two longerons 2 and is connected in crossbeam 3 between the longeron that the longeron bottom is provided with travelling wheel 9 and walking rails 10; Rail distance rod 13 is set between the walking rails; Locking member is set on the travelling wheel.Described longeron is a 16# double flute steel, and crossbeam is a 14# double flute steel, and walking rails is the 10# channel bar.
Shown in Fig. 2,3: the traveling hanger of removable monolithic operation platform comprises main framing 5, the main framing lower surface hanger 6 that is connected, and the hanger front and rear respectively has a hanger platform 7.Hanger platform two ends link one respectively and cross pier platform 8; There is protective guard the hanger platform outside, mistake pier platform both sides and end.Crossing pier platform, hanger platform is made up of 2 i iron and many steel pipes being connected between the i iron respectively.
Removable monolithic operation platform shown in Fig. 4,5, comprise traveling vehicle frame 1 and the traveling hanger 4 that is connected in traveling vehicle frame bottom, the main framing of traveling hanger adopts truss Steel Structure, the chord member of truss 11 of main framing adopts two angles 75 * 5, brace 12 adopts 50 * 5 angle steel, and the crossbeam of chord member of truss top and traveling vehicle frame is connected; The chord member of truss lower surface hanger 6 that is connected; Described hanger front and rear respectively has a hanger platform 7, and hanger platform two ends link one respectively and cross pier platform 8.
Traveling hanger right side shown in Fig. 6 is in the cross-sectional schematic diagram of user mode, and the pier platform 8 excessively of hanger platform 7 right sides hinge joint is opened and be fixing, and the pier platform excessively of left side turntable is in the state of folding and unfolding.Right side hanger platform 7 is laid plank 13 with crossing on the pier platform 8, form a solid firm interim operation platform around bridge pier pier shaft 15.
The utility model user mode schematic diagram shown in Fig. 7, the traveling vehicle frame 1 on mobile integral operation platform top is fixed on both sides and has set up on the bridge floor of case beam 14, the traveling vehicle frame 1 bottom traveling hanger 4 that is connected, main framing 5 upper surfaces and the traveling vehicle frame 1 of traveling hanger are connected, the main framing lower surface hanger 6 that is connected, described hanger front and rear respectively has a hanger platform 7, the pier platform 8 of crossing of four jiaos of hinge joints of hanger platform is opened and is fixed on the outside bridge floor that has set up case beam 14, makes the hanger platform of hanger system and cross the pier platform to form a solid firm interim operation platform around the bridge pier pier shaft.
After removable monolithic operation platform lifting enters the wet joint construction plant, the walking rails of walking system is along having set up on the bridge floor of case beam to being separately fixed at both sides along bridge, by dolly or hoist engine push-and-pull traction, travelling wheel slides in walking rails, after the traveling hanger that drive is connected in traveling vehicle frame bottom moves to the operating position, travelling wheel is locked; The pier platform of crossing of four jiaos of hinge joints of hanger platform is opened and is fixed on the outside bridge floor that has set up the case beam, make the hanger platform of hanger system and cross the pier platform around the bridge pier pier shaft, to form a solid firm interim operation platform.With interim operation platform is carrier, the inboard model of building as wet joint, the installation of temporary support, the work plane of withdrawing from, deposit, keeping in repair, after finishing, construction put down the pier platform, get final product whole vertical shift to next work plane, the wet joint construction working of finishing monolithic case beam that moves in circles need not to build repeatedly, remove operation platform.Both reduced operation platform the workload of withdrawing from had been installed, again for inboard model construction provides the construction plant, side form lifting work appearance up and down in avoiding.Greatly reduce the workload of construction, improved efficiency, cost also reduces greatly, also provides reliable guarantee for construction safety simultaneously.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200810292U CN201087323Y (en) | 2007-09-11 | 2007-09-11 | Mobile integral construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200810292U CN201087323Y (en) | 2007-09-11 | 2007-09-11 | Mobile integral construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201087323Y true CN201087323Y (en) | 2008-07-16 |
Family
ID=39634917
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200810292U CN201087323Y (en) | 2007-09-11 | 2007-09-11 | Mobile integral construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201087323Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818480A (en) * | 2010-04-15 | 2010-09-01 | 中铁科工集团有限公司 | Box girder transfer platform and girder transferring and girder loading working procedures thereof |
| CN102127899A (en) * | 2010-12-30 | 2011-07-20 | 中铁大桥局集团第二工程有限公司 | System for lifting and sliding large-tonnage steel box girder in land area and shoal area and construction method thereof |
| CN102747681A (en) * | 2012-06-28 | 2012-10-24 | 贵州桥梁建设集团有限责任公司 | Movable protection platform for constructing bridge |
| CN102966043A (en) * | 2012-11-19 | 2013-03-13 | 铜陵晟王冶金车辆有限责任公司 | Beam bearing platform of wheel-rail girder transport vehicle |
| CN102966042A (en) * | 2012-11-19 | 2013-03-13 | 铜陵晟王冶金车辆有限责任公司 | Wheel-rail girder transport vehicle |
| WO2018188325A1 (en) * | 2017-04-11 | 2018-10-18 | 广船国际有限公司 | Platform device for ship bow construction |
| CN110886509A (en) * | 2019-12-10 | 2020-03-17 | 武汉瑞锦丰路桥设备股份有限公司 | Hydraulic support device for large-span steel structure construction |
-
2007
- 2007-09-11 CN CNU2007200810292U patent/CN201087323Y/en not_active IP Right Cessation
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818480A (en) * | 2010-04-15 | 2010-09-01 | 中铁科工集团有限公司 | Box girder transfer platform and girder transferring and girder loading working procedures thereof |
| CN101818480B (en) * | 2010-04-15 | 2012-08-01 | 中铁科工集团有限公司 | Box girder transfer platform and girder transferring and girder loading working procedures thereof |
| CN102127899A (en) * | 2010-12-30 | 2011-07-20 | 中铁大桥局集团第二工程有限公司 | System for lifting and sliding large-tonnage steel box girder in land area and shoal area and construction method thereof |
| CN102127899B (en) * | 2010-12-30 | 2012-07-04 | 中铁大桥局集团第二工程有限公司 | System for lifting and sliding large-tonnage steel box girder in land area and shoal area and construction method thereof |
| CN102747681A (en) * | 2012-06-28 | 2012-10-24 | 贵州桥梁建设集团有限责任公司 | Movable protection platform for constructing bridge |
| CN102966043A (en) * | 2012-11-19 | 2013-03-13 | 铜陵晟王冶金车辆有限责任公司 | Beam bearing platform of wheel-rail girder transport vehicle |
| CN102966042A (en) * | 2012-11-19 | 2013-03-13 | 铜陵晟王冶金车辆有限责任公司 | Wheel-rail girder transport vehicle |
| WO2018188325A1 (en) * | 2017-04-11 | 2018-10-18 | 广船国际有限公司 | Platform device for ship bow construction |
| CN110886509A (en) * | 2019-12-10 | 2020-03-17 | 武汉瑞锦丰路桥设备股份有限公司 | Hydraulic support device for large-span steel structure construction |
| CN110886509B (en) * | 2019-12-10 | 2020-11-17 | 宁波甜宝生物信息技术有限公司 | Hydraulic support device for large-span steel structure construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20080822 Address after: High building, No. nine Xing Xing Road, Chengdu hi tech Zone, Sichuan 6, China: 610041 Co-patentee after: China Railway No. 2 Engineering Group Co., Ltd. Patentee after: China Railway two Bureau Co., Ltd. Address before: High building, No. nine Xing Xing Road, Chengdu hi tech Zone, Sichuan 6, China: 610041 Patentee before: China Railway Erju Co., Ltd. |
|
| ASS | Succession or assignment of patent right |
Owner name: CHINA RAILWAY ERJU CO., LTD.; PATENTEE Free format text: FORMER OWNER: CHINA RAILWAY ERJU CO., LTD. Effective date: 20080822 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160105 Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Patentee after: CHINA RAILWAY NO.2 BUREAU ENGINEERING CO., LTD. Patentee after: China Railway No. 2 Engineering Group Co., Ltd. Address before: 610041 high building, No. nine Hing Road, Chengdu hi tech Development Zone, Sichuan, 6 Patentee before: China Railway Erju Co., Ltd. Patentee before: China Railway No. 2 Engineering Group Co., Ltd. |
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| C41 | Transfer of patent application or patent right or utility model | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080716 |
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| CX01 | Expiry of patent term |