CN201762699U - Offshore auxiliary construction platform device - Google Patents
Offshore auxiliary construction platform device Download PDFInfo
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- CN201762699U CN201762699U CN2010205270945U CN201020527094U CN201762699U CN 201762699 U CN201762699 U CN 201762699U CN 2010205270945 U CN2010205270945 U CN 2010205270945U CN 201020527094 U CN201020527094 U CN 201020527094U CN 201762699 U CN201762699 U CN 201762699U
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- rail beam
- stage apparatus
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- auxiliary construction
- platform
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Abstract
The utility model discloses an offshore auxiliary construction platform device. A crane system is equipped on a movable supporting system which comprises two parallel track beams. A transverse linking beam is provided between the two track beams and perpendicular to the length direction of the track beams. The track beams and the transverse linking beam all adopt a box girder structure. The two box girders are vertically connected through a bridging. Box girder supports are placed on the bearing platform below the track beams. The supporting system is driven to move through a walking mechanism. The walking mechanism is provided with a polytetrafluoroethylene slide above the box girder supports and further provided with a stainless steel plate laid in the bottom of the box girder lower wing rims for facilitating the integral movement of the platform device. The stainless steel plate is moving on the polytetrafluoroethylene slide and pulled by a pulling mechanism located on the ends of the track beams. The platform which enables self moving from one working plane to the next working plane thus prevents frequent equipment installation or uninstallation and transportation. Therefore, the utility model not only lowers the offshore construction safety risk but also improves the offshore pier construction efficiency.
Description
Technical field
The utility model relates to a kind of construction machinery equipment, especially relates to a kind of stage apparatus that is applicable to the cast-in-place pier stud construction of auxiliary bridge under the severe sea condition condition.
Background technology
At present, two kinds of equipment auxiliary constructions are adopted in the cast-in-place pier stud construction of bridge spanning the sea, and a kind of is the crane ship auxiliary construction, and another kind is a steel platform auxiliary construction.
Crane ship claims the multi-function operation ship again, refers to the large flat barge that the deck is provided with crane gear.Crane ship casts anchor and stays between two bridge piers, and cabin is as office life area, constructor front court, and the deck is as interim material such as interim placing of material place such as reinforcing bar, template.Loop wheel machine is as material, facility vertical transport instrument on the ship; Ship is provided with sump, generator, guarantees job site water electricity consumption.The crane ship contiguous pier stud of having constructed can move anchor, is dragged to two other pier stud and constructs.Typical case's crane ship plan-position is shown in Figure of description 1.
The steel platform that is used to construct be in the place, pier position of needs constructions with steel pipe pile do the basis, with the temporary structure thing that shaped steel and steel plate are welded, tower crane (or other crane gear), generator, water tank and other interim life office facility are installed on platform.Pier stud when construction, utilize on the platform loop wheel machine can stack interim material such as template, reinforcing bar on the platform as the vertical transport instrument, also provide interim office life place for the constructor.For convenience equipment and materials have bad luck and the constructor current, platform utilizes trestle to link to each other with land as far as possible, becoming offshore construction is to construct in land.Steel platform auxiliary construction is shown in Figure of description 2.
Yet when carrying out the construction of cast-in-place pier stud at sea, crane ship is subjected to influence, especially off-lying seas such as marine morning and evening tides, stormy waves and typhoon and is surged and influence, and boats and ships are difficult to the stable position of staying, above loop wheel machine be difficult to normal operation, efficiency of construction is lower, security risk is bigger; The steel platform becomes land construction with offshore construction, but because the steel platform can not move flexibly, and each pier position all will be carried out platform and set up and remove, and the platform steel using amount is big, and construction period is longer, and the construction effect is low, cost is higher.Therefore, above-mentioned two kinds of auxiliary construction modes all have certain limitation, and combination property is bad.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of marine auxiliary construction stage apparatus at problems of the prior art, its objective is and to overcome the abominable sea situation in off-lying sea, become offshore construction and be the land construction, increase the crane gear effective operation time, simultaneously, complete equipment can self move to the next scope of operation from a scope of operation, avoids the frequent peace of equipment to tear open and have bad luck, and increases work efficiency.
The technical solution of the utility model is the marine auxiliary construction stage apparatus of this kind, comprise the loop wheel machine system, described loop wheel machine system is arranged on movably on the support system, and support system drives it by walking mechanism and moves, and also is equipped with on the described support system and combats typhoon and fender system.
Described support system comprises two rail beams that are parallel to each other, article two, be provided with between the rail beam and the perpendicular transverse strut of rail beam length direction, rail beam and transverse strut all adopt box-beam structure, vertically link to each other placing box beam support on the cushion cap of rail beam below between two casees beams with bridging.
Described walking mechanism is provided with the tetrafluoro slide plate above the case beam support, lay at the bottom of the case lower flange of girder edge and make things convenient for the whole stainless-steel sheet that moves of stage apparatus, stainless-steel sheet moves on the tetrafluoro slide plate, and draws by the haulage gear that is positioned at the rail beam end.
Described combat typhoon and fender system is to utilize bearing to raise the absolute altitude of rail beam is provided with the hole that reduces wind load on rail beam, and with on the easy working cushion cap of being anchored on of rail beam.
Described haulage gear is an electric block.
Marine auxiliary construction stage apparatus and using method thereof with above-mentioned special construction have the following advantages:
1. the marine auxiliary construction stage apparatus of this kind possesses the advantage of legacy equipment simultaneously, advantage with steel platform, overcome the abominable sea conditions in off-lying sea, become offshore construction into the land construction, have the flexible property of crane ship again, at the scope of operation pier stud of having constructed, utilizing self trailer system can slide onto the next scope of operation constructs, equipment is in conjunction with on-site actual situations, and system's middle orbit beam both supported as platform, again as the loop wheel machine track; Adopt transverse strut to be linked to be an integral body between the rail beam, help the stability of walking and combating typhoon, molar construct novelty, ingenious, practical.
2. the marine auxiliary construction stage apparatus of this kind utilizes the auxiliary pier stud construction of marine portable operation platform, has both reduced the offshore construction security risk, has improved the efficient of marine pier stud construction again.
3. the marine auxiliary construction stage apparatus of this kind complete equipment can self move to the next one from a scope of operation
The scope of operation avoids the frequent peace of equipment to tear open and have bad luck.
Description of drawings
The utility model is described in further detail below in conjunction with accompanying drawing:
Fig. 1 is a general assembly structural representation of the present utility model.
Fig. 2 is the vertical view of structure shown in Figure 1.
Fig. 3 is the utility model structural representation of mobile position one in the course of the work.
Fig. 4 is the utility model structural representation of mobile position two in the course of the work.
Fig. 5 is the utility model structural representation of mobile position three in the course of the work.
Fig. 6 is the utility model structural representation of mobile position four in the course of the work.
Fig. 7 is the structural representation between loop wheel machine system and the rail beam in the utility model.
Fig. 8 is the structural scheme of mechanism of trailer system in the utility model.
In Fig. 1-8,1: the loop wheel machine system; 2: rail beam; 3: transverse strut; 4: the case beam support.
The specific embodiment
By Fig. 1-structure combination shown in Figure 8 as can be known, the marine auxiliary construction stage apparatus of this kind comprises loop wheel machine system 1, loop wheel machine system 1 is arranged on movably on the support system, support system comprises two rail beams that are parallel to each other 2, article two, be provided with between the rail beam 2 and the perpendicular transverse strut 3 of rail beam 2 length directions, rail beam 2 and transverse strut 3 all adopt box-beam structure, vertically link to each other with bridging between two casees beams, placing box beam support 4 on the cushion cap of rail beam 2 belows, support system drives it by walking mechanism and moves, walking mechanism is provided with the tetrafluoro slide plate above case beam support 4, lay at the bottom of the case lower flange of girder edge and make things convenient for the whole stainless-steel sheet that moves of stage apparatus, stainless-steel sheet moves on the tetrafluoro slide plate, and draws by the haulage gear electric block that is positioned at rail beam 2 ends.
Also be equipped with on the support system and combat typhoon and fender system, combat typhoon and fender system is to utilize bearing to raise the absolute altitude of rail beam 2, the hole that reduces wind load is set on rail beam 2, and with on the easy working cushion cap of being anchored on of rail beam 2.
As a kind of concrete embodiment, mobile operation platform adopts the rail beam 2 of two long 103.4m, and the center to center distance of rail beam 2 is 6m, connects by 11 transverse struts 3 between two rail beams 2.Rail beam 2 adopts high 2.436m, and the case beam of wide 1.0m, transverse strut are that two cross sections are 300 * 300mm box beam, vertically links to each other with bridging between two casees beams.While placing box beam support 4 on the cushion cap below the rail beam 2, the tetrafluoro slide plate is established in case beam support 4 tops, lays stainless-steel sheet at the bottom of case beam support 4 bottom flanges, and plateform system is whole to be moved to make things convenient for.
Adopt between nose girder and rail beam 2 welding, rail beam 2 is connected by bolt with the rail beam Connection Block, and the employing bolt is connected between rail beam 2 and the transverse strut 3.
Mobile platform system girder relies on the cushion cap of having constructed, and two rail beams 2 are fixing to getting in touch, and forms a stable operation platform.Material facility such as the stackable template of platform, reinforcing bar also can be used as interim construction living area above.On the mobile platform girder loop wheel machine is installed, loop wheel machine is as the pier construction vertical transport equipment on the platform.
The course of work of this kind equipment is specially: treat the whole installations of all members of mobile operation platform, and after swing arm loop wheel machine and electric block running gear debugged examination, can begin cast-in-place pier construction.
1) loop wheel machine lifting operation is finished the rear end pier construction
All behind the installation in position, loop wheel machine is fixed on assigned address, prepares lifting operation.Utilize boats and ships that template, reinforcing bar etc. is transported to the cushion cap opposite side (by cushion cap) of preparing the construction pier shaft, utilize the loop wheel machine lifting, carry out the construction of this pier shaft.During the loop wheel machine operation, wind-force must not surpass strong gale, and wind speed must not be greater than 21m/s.
2) loop wheel machine moves to design attitude
After treating the rear end pier shaft all construction being finished, with the arm of loop wheel machine the shelving on the beam on the case beam orbit of lying prone forward, jenny is to previous pier shaft front side, the beam of shelving of loop wheel machine and tower arm front end is fixed together with operation platform steel box-beam structure after in place.
3) the movable case beam is to design attitude
Adopt electric block as trailer system, mobile operation platform steel box-beam structure when the rear end will break away from rear support, stops steel case beam and moves, and slowly the case back is risen with jackscrew, and bearing is removed.Then, jack slowly descends, and after the case beam moves to disengaging bearing scope, extracts jack out, and the case beam continues reach.
When operation platform steel box-beam structure moves to the front end cantilever and surpasses 30m, the arm counter-rotating of loop wheel machine is fixed on rear side fixes, continue mobile operation platform steel box-beam structure, when front end arrives last cushion cap, utilize the jack positioning, it is shelved to last bearing, until moving to design attitude.
4) jenny next pier construction that carries out in place
Operation platform steel box-beam structure move in place after, the design attitude of jenny during to operation carries out the construction of next pier shaft.
Key technology, technology and scheme that this kind equipment adopts are as follows:
1) molar construct novelty, ingenious, practical.
This complete equipment had both been integrated the advantage of legacy equipment, had overcome the shortcoming of legacy equipment again; Equipment is in conjunction with on-site actual situations, and system's middle girder both supported as platform, again as the loop wheel machine track; Adopt crossbeam to be linked to be an integral body between the girder, help the stability of walking and combating typhoon.Molar construct novelty, ingenious, practical.
2) adopt unique connected mode between the structure, be convenient to peace and tear open
Adopt Connection Block to connect between the rail beam 2, adopt bolt to be connected between rail beam 2 and the transverse strut 3, be convenient to make and the scene is especially pacified and torn open in the sea.
3) adopt simple and reliable running gear
Running gear adopts corrosion resistant plate to move on the tetrafluoro slide plate, utilizes electric block as traction, and this cover running gear is than other running gear, and is simple and reliable, cost is low, is convenient to operation.
4) simple and easy firm anti-platform system
Anti-platform system adopts following simple measure: a, utilizes bearing to raise the girder absolute altitude, reduces the influence of storm tide; B, perforate on girder on the other hand not only reduce wind load but also save rolled steel dosage; C, the existing built-in fitting in the scene that makes full use of are anchored at girder on the easy working cushion cap.
5) curved bridge via hole technology
This cover system straight bridge of can not only constructing also can the construction curve bridge, can realize curved bridge via hole voluntarily, enlarges the applicable elements of this complete equipment.
Adopt the auxiliary pier stud construction of the portable operation platform in this kind sea, have the advantage of steel platform, overcome the abominable sea conditions in off-lying sea, become offshore construction and be the land construction; Have the flexible property of crane ship again,, utilize self trailer system can slide onto the next scope of operation and construct at the scope of operation pier stud of having constructed.Utilize the auxiliary pier stud construction of marine portable operation platform, both reduced the offshore construction security risk, improved the efficient of marine pier stud construction again.
Claims (5)
1. marine auxiliary construction stage apparatus, comprise loop wheel machine system (1), it is characterized in that: described loop wheel machine system (1) is arranged on movably on the support system, and support system drives it by walking mechanism and moves, and also is equipped with on the described support system and combats typhoon and fender system.
2. a kind of marine auxiliary construction stage apparatus according to claim 1, it is characterized in that: described support system comprises two rail beams that are parallel to each other (2), article two, be provided with between the rail beam (2) and the perpendicular transverse strut (3) of rail beam (2) length direction, rail beam (2) and transverse strut (3) all adopt box-beam structure, vertically link to each other placing box beam support (4) on the cushion cap of rail beam (2) below between two casees beams with bridging.
3. a kind of marine auxiliary construction stage apparatus according to claim 2, it is characterized in that: described walking mechanism is to be provided with the tetrafluoro slide plate in the top of case beam support (4), lay at the bottom of the case lower flange of girder edge and make things convenient for the whole stainless-steel sheet that moves of stage apparatus, stainless-steel sheet moves on the tetrafluoro slide plate, and draws by the haulage gear that is positioned at rail beam (2) end.
4. according to the described a kind of marine auxiliary construction stage apparatus of each claim of claim 1-3, it is characterized in that: described combat typhoon and fender system for to utilize bearing to raise the absolute altitude of rail beam (2), go up the hole that setting reduces wind load at rail beam (2), and being anchored on the easy working cushion cap rail beam (2).
5. a kind of marine auxiliary construction stage apparatus according to claim 4, it is characterized in that: described haulage gear is an electric block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205270945U CN201762699U (en) | 2010-09-08 | 2010-09-08 | Offshore auxiliary construction platform device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205270945U CN201762699U (en) | 2010-09-08 | 2010-09-08 | Offshore auxiliary construction platform device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201762699U true CN201762699U (en) | 2011-03-16 |
Family
ID=43715310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205270945U Expired - Lifetime CN201762699U (en) | 2010-09-08 | 2010-09-08 | Offshore auxiliary construction platform device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201762699U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949146A (en) * | 2010-09-08 | 2011-01-19 | 中交二航局第四工程有限公司 | Offshore auxiliary construction platform device and using method thereof |
| CN103469775A (en) * | 2013-09-05 | 2013-12-25 | 中交第二航务工程局有限公司 | Multi-functional overwater movable lift-type work platform |
| CN104153298A (en) * | 2014-08-21 | 2014-11-19 | 中交一航局第五工程有限公司 | Auxiliary fine and high concrete member platform shipping device and assembling method thereof |
| CN107326795A (en) * | 2017-08-21 | 2017-11-07 | 中国建筑第八工程局有限公司 | River course bored concrete pile job platform and its installation method |
-
2010
- 2010-09-08 CN CN2010205270945U patent/CN201762699U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949146A (en) * | 2010-09-08 | 2011-01-19 | 中交二航局第四工程有限公司 | Offshore auxiliary construction platform device and using method thereof |
| CN103469775A (en) * | 2013-09-05 | 2013-12-25 | 中交第二航务工程局有限公司 | Multi-functional overwater movable lift-type work platform |
| CN103469775B (en) * | 2013-09-05 | 2015-07-08 | 中交第二航务工程局有限公司 | Multi-functional overwater movable lift-type work platform |
| CN104153298A (en) * | 2014-08-21 | 2014-11-19 | 中交一航局第五工程有限公司 | Auxiliary fine and high concrete member platform shipping device and assembling method thereof |
| CN104153298B (en) * | 2014-08-21 | 2016-06-08 | 中交第一航务工程局有限公司 | A kind of thin and tall concrete component platform assists out shipping unit and assemble method thereof |
| CN107326795A (en) * | 2017-08-21 | 2017-11-07 | 中国建筑第八工程局有限公司 | River course bored concrete pile job platform and its installation method |
| CN107326795B (en) * | 2017-08-21 | 2023-05-02 | 中国建筑第八工程局有限公司 | River cast-in-place pile operation platform and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110316 Effective date of abandoning: 20120530 |