CN104192277B - The liftable of the anti-popin platform of a kind of floating strengthens continuation control method - Google Patents
The liftable of the anti-popin platform of a kind of floating strengthens continuation control method Download PDFInfo
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- CN104192277B CN104192277B CN201410354962.7A CN201410354962A CN104192277B CN 104192277 B CN104192277 B CN 104192277B CN 201410354962 A CN201410354962 A CN 201410354962A CN 104192277 B CN104192277 B CN 104192277B
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- 238000007667 floating Methods 0.000 title claims abstract description 117
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000009434 installation Methods 0.000 claims abstract description 15
- 238000004873 anchoring Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 230000009102 absorption Effects 0.000 abstract description 7
- 238000010521 absorption reaction Methods 0.000 abstract description 7
- 238000005188 flotation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 239000004567 concrete Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The present invention relates to the technical field of platform, more specifically, the liftable relating to the anti-popin platform of a kind of floating strengthens continuation control method.The liftable of the anti-popin platform of floating strengthens a continuation control method, comprises the following steps: the installation phase of S1. at floating anti-popin platform and the lower water stage of floating anti-popin platform, and multiple continuation steelframe rises and upwards packs up by removable winch; S2. anti-for floating popin table flotation is transported to predetermined maritime area; S3. by the anchoring of anti-for floating popin platform and installation, by removable winch, multiple continuation steelframe is put down, make multiple continuation steelframe exceed the bottom of the anti-popin platform of floating.The present invention can increase the effective anti-wave height more than 0.5 times of floating anti-popin platform, simultaneously can not the volume and weight of the anti-popin platform of a larger increase floating, can not increase transport and the installation difficulty of the anti-popin platform of floating.Continuation steelframe can be selected very flexibly and easily place old fishing net or the anti-ripple element of other wave absorptions, to strengthen the fire-fighting ripple usefulness of the anti-popin platform of floating.
Description
Technical field
The present invention relates to the technical field of platform, more specifically, the liftable relating to the anti-popin platform of a kind of floating strengthens continuation control method.
Background technology
In recent years, due to the needs of the wave absorption such as marine fishery, platform wave resistance and marine safety, the anti-popin platform of floating obtains to be applied more and more widely, and it has quick construction, is easy to advantages such as moving, modularization can combine as required, do not affect seawater circulation, cost is lower.The wave trap of the buoyancy tank component that the anti-popin platform of floating uses ferro-concrete, metal and plastic or other material to manufacture usually and anchoring system composition.
The anti-ripple effect of floating anti-popin platform and the three-dimensional dimension of platform and the structure of Accessory Members and anchoring system etc. have comparatively Important Relations.Especially comparatively large for wave, that the depth of water is darker marine site needs the anti-popin platform of floating to provide the fire-fighting ripple effect tackling 5 grades of billows, so just needs to increase the width of floating anti-popin platform and height equidimension to obtain good anti-ripple effect.But the increase of anti-ripple platform size then can cause, and anti-popin platform volume and weight significantly increases, the problem of the aspect such as the making of platform and traffic cost significantly raises, safety reduction.
Summary of the invention
The present invention is for overcoming at least one defect described in above-mentioned prior art, the liftable of the anti-popin platform of a kind of floating is provided to strengthen continuation control method, its method step is succinct, effectively can increase the effective anti-wave height of platform, enhance the anti-ripple performance of floating anti-popin platform.
For solving the problems of the technologies described above, the technical solution used in the present invention is: the liftable of the anti-popin platform of a kind of floating strengthens continuation control method, comprise the anti-popin platform of floating, floating anti-ripple platform sides is hinged with multiple continuation steelframe, described floating anti-popin platform is provided with removable winch, and the cable of removable winch is connected with multiple continuation steelframe;
Wherein, comprise the following steps:
S1. in the installation phase of floating anti-popin platform and the lower water stage of floating anti-popin platform, multiple continuation steelframe rises and upwards packs up by removable winch; Facilitate transportation by driving and construction like this;
S2. anti-for floating popin table flotation is transported to predetermined maritime area;
S3. by the anchoring of anti-for floating popin platform and installation, by removable winch, multiple continuation steelframe is put down, make multiple continuation steelframe exceed the bottom of the anti-popin platform of floating, and multiple continuation steelframe and horizontal plane.
The anti-ripple usefulness of floating platform can be strengthened like this and convenient attached old fishnet or other fire-fighting ripple facilities of installing additional on continuation steelframe to strengthen the anti-ripple performance of wave absorption.
Winch, with the small-sized weight-lifting equipment of reel lay winding wire ropes or chain lifting or traction weight, also known as winch.Winch vertical-lift, level or inclination can be dragged and draw weight.Winch is divided into manual hoist and electric winch two kinds.Now based on electric winch.Can be used alone, also can do lifting, build the road and constituent elements in the machinery such as mine hoisting, because of simple to operate, wiring amount is large, dislocation convenient and widespread use.The material mainly applying to building, hydraulic engineering, forestry, mine, harbour etc. is elevated or puts down and drags.
Further, in described step S1, when multiple continuation steelframe rises and upwards packs up by removable winch, the lower long limit of continuation steelframe is concordant with the upper surface of floating anti-popin platform.Facilitate transportation by driving and construction like this, and it is as a whole that two structures are closed, stability when transportation by driving and construction is more strengthened.
In the present invention, after the anti-popin platform of floating installs continuation steelframe by land additional, save space-efficient angle consider from easy construction, the continuation steelframe be articulated with on floating platform is that axle rotates with hinged place, and continuation steelframe and the anti-popin platform of floating are formed as one.Then, the anti-popin table flotation of floating is transported to predetermined maritime area and is carried out anchoring and installation, be that axle revolves turnback angle the continuation steelframe of anti-for floating popin platform with hinged place, now the lower edge of continuation steelframe can exceed the lower surface of floating platform, be equivalent to the anti-wave height downward continuation anti-for floating popin platform, then continuation steelframe can be selected very flexibly and easily to place old fishing net or the anti-ripple element of other wave absorptions, to strengthen the fire-fighting ripple usefulness of the anti-popin platform of floating.
Further, the anti-popin platform of described floating is square structure, concrete, comprises upper surface, lower surface, two relative long side surfaces, two relative short sides;
Described two relative long side surfaces, two relative short sides are equipped with hinged interface, floating anti-popin platform by hinged interface and multiple continuation steelframe hinged.
In this programme, floating anti-popin platform by land in prefabrication process just assigned position, platform surrounding side reserve hinged interface so that prefabricated complete after install continuation steelframe additional.Preferably, the anti-popin platform of floating is square hollow concrete platform.
Further, described continuation steelframe is square structure, and comprise two relative long limits, two relative minor faces, floating anti-popin platform is hinged by one of them long limit of hinged interface and continuation steelframe.Preferably, described continuation steelframe also comprises the hypotenuse that diagonally opposing corner is arranged.
Four limits of steelframe adopt anticorrosion angle steel or channel-section steel to be welded, and steelframe diagonally opposing corner installs two angle steel or channel-section steel additional respectively to increase the structural strength of steelframe, prevents steel frame deformation.In addition, the hypotenuse of setting is also convenient to install attached fire-fighting ripple facility.
Further, the quantity of described continuation steelframe sets according to the size of the anti-popin platform of floating.
In this programme, the quantity of described continuation steelframe is 12, and two relative long side surfaces are respectively provided with 4 continuation steelframes, and two relative short sides are respectively provided with 2 continuation steelframes.Described hinged interface and the distance of lower surface set according to the continuation degree of depth, and concrete, in this programme, the distance of hinged interface and lower surface is 1/4 of profile height.
In this programme, the anti-ripple of floating is platform prefabricated complete after beginning install 12 blocks of continuation steelframes respectively side by side additional in platform surrounding side (wherein two long side surfaces install 8 pieces additional, two short sides install 4 pieces additional), steelframe adopts articulated manner to be connected with the side of floating platform, and the height that hinged position and hinged interface are positioned at floating platform lateral distance platform base is 1/4 place of whole profile height.
Further, in the present invention, the anti-popin platform of floating is the rectangular structure of boring, adopts reinforced concrete prefabricated forming.Long 12 meters, wide 6 meters, the anti-popin platform of a cuboid floating of high 2 meters, total weight is more than 140 tons.In the present invention, adopt liftable continuation steelframe can increase the effective anti-wave height 1 meter (0.5 times) of floating anti-popin platform.
But, if directly the prefabricated height of anti-for floating popin platform is increased by 1 meter (namely reaching 3 meters) on the original basis, the volume of so whole anti-popin platform will increase by 50%, weight increases by more than 50 tons, not only making material and cost significantly increase, also significantly can increase prefabricated, transport and the installation difficulty of floating anti-popin platform, the construction of floating platform and the safety in the future used thereof also will greatly reduce.
Therefore, the size of floating of the present invention anti-popin platform is suitable, and installs continuation steelframe additional on the anti-popin platform of floating, can increase the effective anti-wave height more than 0.5 times of floating anti-popin platform, simultaneously can not the volume and weight of the anti-popin platform of a larger increase floating.
Compared with prior art, beneficial effect is:
1, the effective anti-wave height more than 0.5 times of floating anti-popin platform can be increased, simultaneously can not the volume and weight of the anti-popin platform of a larger increase floating, can not increase the anti-popin platform of floating transport and installation difficulty.
2, continuation steelframe can be selected very flexibly and easily place old fishing net or the anti-ripple element of other wave absorptions, to strengthen the fire-fighting ripple usefulness of the anti-popin platform of floating.
3, structure is simple, is convenient to install and operation, does not affect prefabricated, transportation by driving and the installation procedure of platform completely.
4, compare and lift a large amount of wave absorption assembly and element to strengthen the method for fire-fighting ripple usefulness at floating anti-popin platform lower surface, the method installing continuation steelframe in floating platform side additional have workable, make the features such as simple, saving resource.
5, with low cost, reach and realize stronger anti-ripple enhancing efficiency with less expense.
Accompanying drawing explanation
Fig. 1 is integral structure schematic diagram of the present invention.
Fig. 2 is that integral structure continuation steelframe of the present invention rotates 90 degree of view.
Fig. 3 is that integral structure continuation steelframe of the present invention rotates 180 degree of view.
Fig. 4 is the concrete schematic diagram of continuation steelframe of the present invention.
Fig. 5 is integral structure scale diagrams of the present invention.
Detailed description of the invention
Accompanying drawing, only for exemplary illustration, can not be interpreted as the restriction to this patent; In order to better the present embodiment is described, some parts of accompanying drawing have omission, zoom in or out, and do not represent the size of actual product; To those skilled in the art, in accompanying drawing, some known features and explanation thereof may be omitted is understandable.Describe position relationship in accompanying drawing only for exemplary illustration, the restriction to this patent can not be interpreted as.
As Figure 1-3, the liftable of the anti-popin platform of a kind of floating strengthens continuation control method, comprise the anti-popin platform 1 of floating, floating anti-popin platform 1 sidepiece is hinged with multiple continuation steelframe 2, floating anti-popin platform 1 is provided with removable winch 3, and the cable of removable winch 3 is connected with multiple continuation steelframe 2;
Wherein, comprise the following steps:
S1. in the installation phase of floating anti-popin platform 1 and the lower water stage of floating anti-popin platform 1, multiple continuation steelframe 2 rises and upwards packs up by removable winch 3; Facilitate transportation by driving and construction like this;
S2. by anti-for floating popin platform 1 transportation by driving to predetermined maritime area;
S3. by the anchoring of anti-for floating popin platform 1 and installation, by removable winch 3, multiple continuation steelframe 2 is put down, make multiple continuation steelframe 2 exceed the bottom of the anti-popin platform 1 of floating, and multiple continuation steelframe 2 and horizontal plane.
The anti-ripple usefulness of floating platform can be strengthened like this and conveniently on continuation steelframe, install attached fire-fighting ripple facility additional.
Further, in step S1, when multiple continuation steelframe 2 rises and upwards packs up by removable winch 3, the lower long limit of continuation steelframe 2 is concordant with the upper surface of floating anti-popin platform 1.Facilitate transportation by driving and construction like this, and it is as a whole that two structures are closed, stability when transportation by driving and construction is more strengthened.
In the present embodiment, each continuation steelframe 2 is all independent hinged with floating anti-popin platform 1 sidepiece, is independent of each other when rotating each other.
In the present embodiment, the effective anti-wave height more than 0.5 times of floating anti-popin platform 1 can be increased, simultaneously can not the volume and weight of the anti-popin platform 1 of a larger increase floating, can not increase the anti-popin platform 1 of floating transport and installation difficulty.
In the present embodiment, the anti-popin platform 1 of floating is square structure, comprises upper surface 11, short side 14 that lower surface 12, two relative long side surfaces 13, two are relative;
The short side 14 that two relative long side surfaces 13, two are relative is equipped with hinged interface 15, and floating anti-popin platform 1 is hinged by hinged interface 15 and multiple continuation steelframe 2.
Floating anti-popin platform 1 by land in prefabrication process just assigned position, platform surrounding side reserve hinged interface 15 so that prefabricated complete after install continuation steelframe 2 additional.Preferably, the anti-popin platform 1 of floating is square hollow concrete platform.Square hollow concrete platform rugged construction is stablized, and can carry out the marine operation of various needs on platform.
As in Fig. 1,4, continuation steelframe 2 is square structure, comprises two relative 21, two, long limit relative minor faces 22, and floating anti-popin platform 1 is hinged with one of them long limit 21 of continuation steelframe 2 by hinged interface 15.Continuation steelframe 2 also comprises the hypotenuse 23 that diagonally opposing corner is arranged.
In the present embodiment, (two relative 21, two, long limit relative minor face 22) adopt anticorrosion angle steel or channel-section steel to be welded for four limits of steelframe, steelframe diagonally opposing corner installs hypotenuse 23 respectively additional, and hypotenuse 23 adopts angle steel or channel-section steel to increase the structural strength of steelframe, prevents steel frame deformation.
As in Fig. 1-4, the quantity of continuation steelframe 2 is 12, two relative long side surfaces 13 is respectively provided with on the relative short side 14 of 4 continuation steelframes 2, two and is respectively provided with 2 continuation steelframes 2.Hinged interface 15 is 1/4 of profile height with the distance of lower surface 12.
In the present embodiment, floating anti-popin platform is described for the square hollow concrete platform of long 12 meters, wide 6 meters, high 2 meters.Floating anti-popin platform 1 is prefabricated complete after beginning install 12 blocks of continuation steelframes respectively side by side additional in platform surrounding side (wherein two long side surfaces 13 install 8 pieces additional, two short sides 14 install 4 pieces additional), steelframe adopts articulated manner to be connected with the side of floating platform, and the height that hinged position and hinged interface 15 are positioned at floating platform lateral distance platform base is 1/4 place of whole profile height.(namely hinged interface 15 is 0.5 meter with the distance of platform lower surface 12).
In addition, as in Fig. 4, continuation steelframe 2 is square structure, and long limit 21 is 3 meters, and minor face 22 is 1.5 meters, and long limit 21 is hinged with platform side.
The principle of work of the present embodiment:
After the anti-popin platform 1 of floating installs continuation steelframe 2 by land additional, save space-efficient angle consider from easy construction, 12 blocks of continuation steelframes 2 of floating platform surrounding are concordant and fixing with the upper surface 11 of floating platform for axle rotates to another long limit with hinged interface 15, as the state in Fig. 3.Floating anti-popin platform 1 transportation by driving carries out anchoring and installation to predetermined maritime area, 12 blocks of continuation steelframes 2 of anti-for floating popin platform 1 surrounding side with hinged interface 15 for axle rotate, as in Fig. 2, for continuation steelframe 2 rotates the state of 90 degree; When continuation steelframe 2 rotates 180 degree of angles, as the state in Fig. 1, now the lower edge of continuation steelframe 2 can exceed general about 1 meter of the lower surface 12 of floating platform, be equivalent to the anti-wave height downward continuation of anti-for floating popin platform 1 about 1 meter, then continuation steelframe 2 can be selected very flexibly and easily to place old fishing net or the anti-ripple element of other wave absorptions, to strengthen the fire-fighting ripple usefulness of the anti-popin platform of floating.
Obviously, the above embodiment of the present invention is only for example of the present invention is clearly described, and is not the restriction to embodiments of the present invention.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.All any amendments done within the spirit and principles in the present invention, equivalent to replace and improvement etc., within the protection domain that all should be included in the claims in the present invention.
Claims (6)
1. the liftable of the anti-popin platform of floating strengthens continuation control method, comprise the anti-popin platform (1) of floating, floating anti-popin platform (1) sidepiece is hinged with multiple continuation steelframe (2), described floating anti-popin platform (1) is provided with removable winch (3), and the cable of removable winch (3) is connected with multiple continuation steelframe (2);
It is characterized in that, comprise the following steps:
S1. in the installation phase of floating anti-popin platform (1) and the lower water stage of floating anti-popin platform (1), the rise of multiple continuation steelframe (2) is come and is upwards packed up by removable winch (3);
S2. by anti-for floating popin platform (1) transportation by driving to predetermined maritime area;
S3. by anti-for floating popin platform (1) anchoring and installation, by removable winch (3), multiple continuation steelframe (2) is put down, multiple continuation steelframe (2) is made to exceed the bottom of the anti-popin platform (1) of floating, and multiple continuation steelframe (2) and horizontal plane.
2. the liftable of the anti-popin platform of a kind of floating according to claim 1 strengthens continuation control method, it is characterized in that: in described step S1, when the rise of multiple continuation steelframe (2) is come and upwards packs up by winch (3), the lower long limit of continuation steelframe (2) is concordant with the upper surface of floating anti-popin platform (1).
3. the liftable of the anti-popin platform of a kind of floating according to claim 2 strengthens continuation control method, it is characterized in that: the anti-popin platform (1) of described floating is cuboid, the side of the anti-popin platform (1) of floating is provided with hinged interface (15), and floating anti-popin platform (1) is hinged by hinged interface (15) and multiple continuation steelframe (2).
4. the liftable of the anti-popin platform of a kind of floating according to claim 3 strengthens continuation control method, it is characterized in that: described hinged interface (15) sets according to the continuation degree of depth with the distance of floating anti-popin platform (1) lower surface.
5. the liftable of the anti-popin platform of a kind of floating according to claim 4 strengthens continuation control method, it is characterized in that: the quantity of described continuation steelframe (2) sets according to the size of the anti-popin platform (1) of floating.
6. the liftable of the anti-popin platform of a kind of floating according to claim 5 strengthens continuation control method, it is characterized in that: described continuation steelframe (2) also comprises the hypotenuse (23) that diagonally opposing corner is arranged.
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| CN201410354962.7A CN104192277B (en) | 2014-07-24 | 2014-07-24 | The liftable of the anti-popin platform of a kind of floating strengthens continuation control method |
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| CN201410354962.7A CN104192277B (en) | 2014-07-24 | 2014-07-24 | The liftable of the anti-popin platform of a kind of floating strengthens continuation control method |
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| CN104192277B true CN104192277B (en) | 2016-04-27 |
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| CN104709442B (en) * | 2015-01-19 | 2018-06-19 | 王良平 | A kind of buoy platform and application |
| CN108532577A (en) * | 2018-06-01 | 2018-09-14 | 海南湘宁实业有限公司 | Integral-type aquatic building |
| CN111188311A (en) * | 2020-01-09 | 2020-05-22 | 滁州欣皓工程技术有限公司 | Hinge type floating breakwater structure |
| CN111203313B (en) * | 2020-02-26 | 2023-11-03 | 福建省威远矿业有限公司 | Coastal zirconium titanium ore sand mining and selecting platform and mining and selecting process thereof |
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| CN201991011U (en) * | 2011-04-27 | 2011-09-28 | 中铁二十局集团第二工程有限公司 | Hoisting and releasing system for construction of underwater pier bearing platform double-wall steel cofferdam |
| CN102535391A (en) * | 2011-12-31 | 2012-07-04 | 中山大学 | Anti-wave ocean platform |
| CN102535390A (en) * | 2011-12-31 | 2012-07-04 | 中山大学 | Construction method of anti-wave-type offshore platform |
| CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2001237824A1 (en) * | 2000-02-18 | 2001-08-27 | Jan Vatsvag | A semi-submersible offshore lifting structure, and a method for using the same |
| JP5830423B2 (en) * | 2012-03-29 | 2015-12-09 | 新日鉄住金エンジニアリング株式会社 | Pile type offshore structure construction method and pile type offshore structure |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201991011U (en) * | 2011-04-27 | 2011-09-28 | 中铁二十局集团第二工程有限公司 | Hoisting and releasing system for construction of underwater pier bearing platform double-wall steel cofferdam |
| CN102535391A (en) * | 2011-12-31 | 2012-07-04 | 中山大学 | Anti-wave ocean platform |
| CN102535390A (en) * | 2011-12-31 | 2012-07-04 | 中山大学 | Construction method of anti-wave-type offshore platform |
| CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
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