CN104527935A - Suspension platform with approach bridge and construction method of suspension platform - Google Patents
Suspension platform with approach bridge and construction method of suspension platform Download PDFInfo
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- CN104527935A CN104527935A CN201410742067.2A CN201410742067A CN104527935A CN 104527935 A CN104527935 A CN 104527935A CN 201410742067 A CN201410742067 A CN 201410742067A CN 104527935 A CN104527935 A CN 104527935A
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Abstract
The invention discloses a suspension platform with an approach bridge and a construction method of the suspension platform. The suspension platform with the approach bridge comprises a suspension component, a positioning component, a positioning pile and an approach bridge body, buoyant boxes are connected to form the suspension component, the positioning component is connected to the side face of the suspension component, the positioning pile is fixedly connected to a water bottom ground, the positioning component is movably connected to the outer side of the positioning pile in a sleeving manner, one end of the approach bridge body is hinged to a bank side platform, and a second end of the approach bridge body is provided with a roller and lapped on the upper surface of the suspension component through the roller. The suspension platform with the approach bridge has the advantages that horizontal movement of the buoyant boxes is limited by the positioning component connected to the outer side of the positioning pile in the sleeving manner, so that the positions of the buoyant boxes can be accurately limited, and the buoyant boxes can vertically move by the aid of the positioning component, so that the suspension component comprising the buoyant boxes can adjust the height along with change of water level to adapt to different water levels.
Description
Technical field
The present invention relates to a kind of building structure and construction method thereof, especially a kind of floating platform with access bridge and method of construction thereof.
Background technology
Usually need in the prior art to set up floating platform at the water surface, such as small boat harbour, small-sized pontoon bridge.These floating platforms are assemblied to form by various buoyancy tank usually.In prior art, buoyancy tank mostly is steel plate, aluminum alloy or engineering plastics and makes.In prior art, buoyancy tank is anchored in bank or registration mast by wirerope usually.But because the water level of seawater is usually along with tiding, can make to cause during the height change of buoyancy tank its movement in the horizontal direction by the mode of wirerope anchoring.
Floating platform needs to be connected so that personnel climb up floating platform with land usually in addition, but due to the water bodys such as rivers and lakes near bank time the usual depth of water more shallow, floating platform directly cannot be extended to bank.Therefore conveniently people-to-people contacts, need between floating platform and bank, to set up springboard as connection structure.In prior art, springboard is erected on bank and bank platform usually, when bank platform with water level rise floating up-and-down movement time springboard have the hidden danger of landing.
Summary of the invention
The invention provides a kind of floating platform with access bridge and method of construction thereof, this floating platform with access bridge can solve the problem that existing floating platform moves in the horizontal direction when height change, can also solve the problem of the springboard instability in prior art between floating platform and bank.
Technical scheme of the present invention provides a kind of method of construction of the floating platform with access bridge, and it comprises the steps:
There is provided the suspension module be assembled into by buoyancy tank, the side of described suspension module is connected with positioning component;
The ground in water bottom is squeezed in the bottom of work pile, described positioning component is socketed on actively the outside of described work pile;
The first end of access bridge pontic is articulated with bank platform, and the second end described access bridge pontic being provided with roller sets up the upper surface of described suspension module.
The further improvement of the method for construction of the floating platform with access bridge of the present invention is: after the installation of access bridge pontic, First Transition cover plate is articulated with the first end of described access bridge pontic, the edge of described First Transition cover plate is erected on the upper surface of described bank platform.
The further improvement of the method for construction of the floating platform with access bridge of the present invention is: after the installation of access bridge pontic, second transition cover plate is articulated with the second end of described access bridge pontic, the edge of described second transition cover plate is erected on the upper surface of described suspension module.
The present invention also provides a kind of floating platform with access bridge, and it comprises:
Suspension module, described suspension module is formed by connecting by buoyancy tank;
Be connected to the positioning component of described suspension module side;
Be fixedly connected on the work pile on water bottom ground, described positioning component is socketed on the outside of described work pile actively; And
Access bridge pontic, the first end of described access bridge pontic is articulated with bank platform, and the second end of described access bridge pontic is provided with roller, and the second end of described access bridge pontic is erected on the upper surface of suspension module by described roller.
The further improvement of the floating platform with access bridge of the present invention is: described positioning component comprises annular fixing frame and fixed mount attaching parts; Described annular fixing frame is socketed on the outside of described work pile actively; Described fixed mount attaching parts one end is fixedly connected on described buoyancy tank, and its other end is connected to described annular fixing frame.
The further improvement of the floating platform with access bridge of the present invention is: described annular fixing frame comprises thick pillar ring and pipe link, the limited roller described thick pillar ring being provided with multiple roller support and being arranged on roller support, for contacting with described work pile.
The further improvement of the floating platform with access bridge of the present invention is: the number of described roller support and limited roller is greater than three, the equally spaced upper surface being distributed in described thick pillar ring of described roller support.
The further improvement of the floating platform with access bridge of the present invention is: the first end of described access bridge pontic is hinged with First Transition cover plate, the edge of described First Transition cover plate is erected on the upper surface of described bank platform, second end of described access bridge pontic is hinged with the second transition cover plate, and the edge of described second transition cover plate is erected on the upper surface of described suspension module.
The further improvement of the floating platform with access bridge of the present invention is: described suspension module is provided with the sliding feet for described sliding with rolling wheels.
The present invention is owing to have employed above technical scheme, floating platform with access bridge of the present invention has technique effect useful as follows: the present invention adopts the positioning component be socketed on outside work pile to limit buoyancy tank motion in the horizontal direction with the floating platform of access bridge, can locate the position of buoyancy tank so accurately.And the positioning component be socketed on outside work pile makes buoyancy tank can move along vertical direction, the suspension module of such buoyancy tank composition can with the change adjustment height of water level to adapt to different water levels.The access bridge pontic being articulated with bank platform can rotate along with the lifting of suspension module.The rotation of access bridge pontic can guarantee that its second end is erected on the upper surface of suspension module, makes the height fall with change of level between access bridge pontic adaptation suspension module and bank platform.
Accompanying drawing explanation
Fig. 1 is the lateral plan of the present invention with the floating platform of access bridge;
Fig. 2 is the lateral plan of the present invention with the buoyancy tank of the floating platform of access bridge;
Fig. 3 is the birds-eye view of the present invention with the buoyancy tank of the floating platform of access bridge;
Fig. 4 is the cutaway view of the present invention with the buoyancy tank of the floating platform of access bridge;
Fig. 5 is the cutaway view of the present invention with the buoyancy tank connection structure of the floating platform of access bridge;
Fig. 6 is the partial enlarged drawing of the present invention with the buoyancy tank connection structure of the floating platform of access bridge;
Fig. 7 is the partial enlarged drawing of the present invention with the positioning component of the floating platform of access bridge;
Fig. 8 is the lateral plan of the present invention with the fixed mount attaching parts of the floating platform of access bridge;
Fig. 9 is the birds-eye view of the present invention with the fixed mount attaching parts of the floating platform of access bridge;
Figure 10 is the birds-eye view of the present invention with the annular fixing frame of the floating platform of access bridge;
Figure 11 is the lateral plan of the present invention with the access bridge pontic of the floating platform of access bridge; And
Figure 12 is the lateral plan of the present invention with the sliding feet of the suspension module of the floating platform of access bridge.
Detailed description of the invention
Below by way of specific instantiation, embodiments of the present invention are described, those skilled in the art the content disclosed by this specification sheets can understand other advantages of the present invention and effect easily.The present invention can also be implemented or be applied by detailed description of the invention different in addition, and the every details in this specification sheets also can based on different viewpoints and application, carries out various modification or change not deviating under spirit of the present invention.
It should be noted that, structure, ratio, size etc. that this specification sheets institute accompanying drawings illustrates, content all only in order to coordinate specification sheets to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the present invention, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the present invention can produce and the object that can reach, still all should drop on disclosed technology contents and obtain in the scope that can contain.Simultaneously, quote in this specification sheets as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the present invention, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the present invention.
Refer to Fig. 1 or Fig. 2, Fig. 1 is the lateral plan of the present invention with the floating platform of access bridge; Fig. 2 is the lateral plan of the present invention with the buoyancy tank of the floating platform of access bridge.The present invention comprises with access bridge floating platform: the suspension module 19 be interconnected into by the buoyancy tank 10 floated in water, and buoyancy tank 10 is concrete prefabricated buoyancy tank.Be connected with positioning component 20 in the side of buoyancy tank 10, positioning component 20 in the form of a ring.Positioning component 20 is socketed on the outside of work pile 30 actively.The bottom of work pile 30 is driven into the ground of water bottom, is fixedly connected with the ground of water bottom.Connected by access bridge pontic 60 between suspension module 19 and bank platform 70, the first end 61 of access bridge pontic 60 is articulated with bank platform 70, and its other end is erected on the upper surface of suspension module 19.
Fig. 3 is the birds-eye view of the present invention with the buoyancy tank of the floating platform of access bridge, and Fig. 4 is the cutaway view of the present invention with the buoyancy tank of the floating platform of access bridge.As shown in Figure 3 and Figure 4, buoyancy tank 10 comprises: the reinforced concrete shell 14 of flute profile, and the notch of reinforced concrete shell 14 is downward, and reinforced concrete shell 14 inside is provided with multi-disc deep floor 15.The compartition that the reinforced concrete shell 14 of flute profile surrounds is become multiple sub-cavity by deep floor 15, in sub-cavity, be filled with waterproof plastic foam.The material of waterproof plastic foam is that proportion is greater than 18Kg/m in the present embodiment
3polystyrene foamed, in order to ensure that waterproof plastic foam can provide the water absorption rate of enough buoyancy waterproof plastic foam to be less than 3% in water.
As shown in Figure 1, buoyancy tank 10 surface is provided with anticorrosive paint layer.The upper surface of the reinforced concrete shell 14 of buoyancy tank 10 is provided with decoration panel 11, and decoration panel 11 is made up of preserving timber, is connected between decoration panel 11 and buoyancy tank 10 by peg.In order to ensure the use safety of floating platform, the both sides of buoyancy tank 10 upper surface are provided with guardrail 12.
The reinforced concrete shell 14 adopting cement concrete to make so that build into various shape, can be repaired when reinforced concrete shell 15 is damaged easily under water.Because ferro-concrete is non-metallic material, therefore reinforced concrete shell 15 all can not be corroded in seawater or fresh water.
As shown in Figure 3 and Figure 4, the sidewall of buoyancy tank 10 is provided with multiple operating cavity 17, and operating cavity 17 is not communicated with the cavity of buoyancy tank 10 inside.Connecting through hole 18 is provided with at the side opening of operating cavity 17.The spacing hole 50 be communicated with connecting through hole 18 is provided with at the outside face of the sidewall of buoyancy tank 10.The diameter of spacing hole 50 is greater than the diameter of connecting through hole 18.Spacing hole 50 can be circular counter bore or squared counter bore.The top of operating cavity 17 is provided with opening, and this opening is concordant with the upper surface of buoyancy tank 10.Operating cavity 17 top is provided with opening, can install from the inside of upper surface to operating cavity 17 of buoyancy tank 10 or repair easily like this, avoid the operation to buoyancy tank 10 inside when buoyancy tank 10 floats in water.
Be the cutaway view of the present invention with the buoyancy tank connection structure of the floating platform of access bridge please continue to refer to Fig. 5 and Fig. 6, Fig. 5; Fig. 6 is the partial enlarged drawing of the present invention with the buoyancy tank connection structure of the floating platform of access bridge.As shown in Figure 5 and Figure 6, when adjacent buoyancy tank 10 connects, the sidewall of adjacent buoyancy tank 10 is close together, and the connecting through hole 18 being opened in buoyancy tank 10 sidewall overlaps mutually.
Operating cavity 17 is provided with the protruding outside of a side pontoon 10 of connecting through hole 18.Operating cavity 17 outwardly makes the bottom of the sidewall of adjacent buoyancy tank maintain a certain distance, and when buoyancy tank 10 is at water moderately gusty air, can not collide with mutually in the bottom of adjacent buoyancy tank 10 sidewall.
In the present embodiment, the sidewall being arranged at buoyancy tank 10 surrounding of operating cavity 17.During installation, the sidewall of adjacent buoyancy tank 10 is close together, and the connecting through hole 18 of operating cavity 17 overlaps.The connecting through hole 18 that overlaps is equipped with flexible connecting member 90, and the two ends of flexible connecting member 90 are arranged in adjacent buoyancy tank 10 connecting through hole 18 respectively and stretch into operating cavity 17 inside of described buoyancy tank 10 side.The two ends of flexible connecting member 90 are provided with nut 91 and pad 92, and nut 91 is resisted against the inside face of operating cavity 17 by pad 92.
The middle part of flexible connecting member 90 is also socketed with cushion rubber 93, and the material of cushion rubber 93 is rubber.Cushion rubber 93 is spacing to be placed in the spacing hole 50 of two adjacent buoyancy tanks 10.The shape of cushion rubber 93 end and the mating shapes of spacing hole 50.When spacing hole 50 is circular counter bore, use columniform cushion rubber 93.When spacing hole 50 is squared counter bore, use square cushion rubber 93.The arranging of cushion rubber 93 can cushion mutual impact when adjacent buoyancy tank 10 floats in water.
The middle part of flexible connecting member 90 is made up of flexible wirerope, and the two ends of flexible wirerope are fixedly connected with one end screw rod respectively.Screw rod is coaxially connected with flexible wirerope.Adjacent buoyancy tank 10 is by being arranged in flexible connecting member 90 drawknot in connecting through hole 18 together.Flexible connecting member 90 be arranged so that adjacent buoyancy tank 10 can rotate certain angle around buoyancy tank connection structure after linking together.The impact of undulation to buoyancy tank connection structure can be reduced like this when floating buoyancy tank meets with undulation.
In the present embodiment, work pile 30 is circular steel pipe pile, is coated with rust-resisting paint in the outside of work pile 30.The bottom of work pile 30 is driven into the ground of water bottom.The welded top of work pile 30 has sealing steel plate, and arranging of sealing steel plate can cause the corrosion of work pile 30 inside in the anti-sealing inside that enters work pile 30.
Be the partial enlarged drawing of the present invention with the positioning component of the floating platform of access bridge please continue to refer to Fig. 7, Fig. 7.As shown in Figure 7, buoyancy tank 10 is socketed on the outside of work pile 30 by the positioning component 20 being connected to its side.Positioning component 20 comprises annular fixing frame 21 and fixed mount attaching parts 22.Annular fixing frame 21 is socketed on the outside of work pile 30 actively.One end of fixed mount attaching parts 22 is connected to annular fixing frame 21, and its other end is connected to buoyancy tank 10.
Be the lateral plan of the present invention with the fixed mount attaching parts of the floating platform of access bridge please continue to refer to Fig. 8 and Fig. 9, Fig. 8; Fig. 9 is the birds-eye view of the present invention with the fixed mount attaching parts of the floating platform of access bridge.As shown in Fig. 8 or Fig. 9, fixed mount attaching parts 22 comprises the first connecting panel 23 parallel to each other and the second connecting panel 24, first connecting panel 23 and is vertically connected with the side of the second connecting panel 24 and is connected end plate 25.First connecting panel 23, second connecting panel 24 and connect correspondence position on end plate 25 and offer multiple coincidence mounting hole.The side of buoyancy tank 10 offers the mounting hole that multiple mounting hole with being connected end plate 25 overlaps, and fixed mount attaching parts 22 is anchored on the side of buoyancy tank 10 by the bolt be arranged in this mounting hole.During installation, connect the side that end plate 25 fits in buoyancy tank 10, connection end plate 25 is fixedly connected on the side of buoyancy tank 10 by the bolt being arranged in the mounting hole connecting end plate 25.
Be the birds-eye view of the present invention with the annular fixing frame of the floating platform of access bridge please continue to refer to Figure 10, Figure 10.As shown in Fig. 7, Fig. 8 or Figure 10.Annular fixing frame 21 is made by metal side tube, it pipe link 27 comprising a thick pillar ring 26 and be connected to thick pillar ring 26.The end opens of pipe link 27 has multiple mounting hole.During installation, pipe link 27 is clipped between the first connecting panel 23 of fixed mount attaching parts 22 and the second connecting panel 24.Annular fixing frame 21 is connected to fixed mount attaching parts 22 by the bolt being arranged in the first connecting panel 23, pipe link 27 and the second connecting panel 24 successively.
At the upper surface of thick pillar ring 26, multiple roller support 40 is installed.Roller support 40 is distributed in the upper surface of thick pillar ring 26 uniformly.The number of roller support 40 is greater than 3, and the number of roller support 40 is 4 in the present embodiment.The top of each roller support 40 is provided with a roller 41, and roller 41 is fixed on roller support 40 by roller shaft 42, and the end of roller shaft 42 is provided with pin-and-hole, is inserted with spring cotter 43 in this pin-and-hole.During installation, thick pillar ring 26 is socketed on the outside of work pile 30, is arranged at the roller 41 of thick pillar ring 26 upper surface for contacting with thick pillar ring 26.Like this when thick pillar ring 26 is along with the height change of buoyancy tank 10 during up-and-down movement, the roller 41 being arranged at thick pillar ring 26 upper surface can play the effect of guiding, the outside face of scratch work pile 30 when the thick pillar ring 26 avoiding metal side tube to make vertically moves.
Technical scheme of the present invention adopts the positioning component 20 be socketed on outside work pile 30 to limit buoyancy tank 10 motion in the horizontal direction, can locate the position of buoyancy tank so accurately.And the positioning component 20 be socketed on outside work pile 30 makes buoyancy tank can move along vertical direction, the suspension module 19 that such buoyancy tank 10 forms can with the change adjustment height of water level to adapt to different water levels.
Be the lateral plan of the present invention with the access bridge pontic of the floating platform of access bridge please continue to refer to Figure 11, Figure 11.As shown in figure 11, floating platform access bridge of the present invention comprises: access bridge pontic 60.The first end 61 of access bridge pontic 60 is articulated with bank platform 70.Second end 62 of access bridge pontic 60 is provided with roller 63, and access bridge pontic 60 is erected on the upper surface of suspension module 19 by roller 63.
Access bridge pontic 60 is made up of steel structure.The bridge floor of access bridge pontic 60 is equipped with checkered steel plate, and the laying of checkered steel plate can improve the antiskid capability of access bridge pontic 60.In the both sides of access bridge pontic 60 upper surface, guardrail is installed.
The edge of bank platform 70 is recessed to form hinged support attachment face 71 downwards, and hinged support attachment face 71 is lower than the upper surface of bank platform 70.Hinged support attachment face 71 is provided with hinged support 72, and the first end 61 of access bridge pontic 60 is articulated with bank platform 70 by hinged support 72.Also be hinged with First Transition cover plate 64 at the first end 61 of access bridge pontic 60, the edge of First Transition cover plate 64 is erected on the upper surface of bank platform 70.First Transition cover plate 64 is for covering the junction between access bridge pontic 60 and bank platform 70.
Figure 12 is the lateral plan of the present invention with the sliding feet of the suspension module of the floating platform of access bridge.As seen in figures 11 or 12, roller 63 is installed on the bottom of the second end 62 of access bridge pontic 60, and in the present embodiment, the number of roller 63 is two.Access bridge pontic 60 is erected on the sliding feet 80 of the upper surface of suspension module 19 by roller 63.The guide groove made for channel-section steel of sliding feet 80 in the present embodiment.
When suspension module 19 with water level rise floating and up-and-down movement time, the access bridge pontic 60 being articulated with bank platform 70 rotates along hinged support 72.Along with access bridge pontic 60 rotates around hinged support 72, the second end 62 of access bridge pontic 60 is slided along sliding feet 80 by roller 63.Such access bridge pontic 60 automatically can adjust angle of inclination in suspension module 19 is along with fluctuation in stage change procedure.
The upper surface of suspension module 19 is erected at the edge that the second end 62 of access bridge pontic 60 is also hinged with the second transition cover plate 65, second transition cover plate 65.The setting of the second transition cover plate 65 may be used for covering the junction between access bridge pontic 60 and suspension module 19.
The access bridge pontic 60 being articulated with bank platform 70 can rotate along with the lifting of suspension module 19.The rotation of access bridge pontic 60 can guarantee that its second end 62 is erected on the upper surface of suspension module 19, makes the height fall that access bridge pontic 60 adapts to change of level between suspension module 19 and bank platform 70.
Below in conjunction with accompanying drawing, the present invention is described with the method for construction of the floating platform of access bridge:
As shown in Figure 1, the present invention comprises as follows with the method for construction of the floating platform of access bridge:
The suspension module 19 be assembled into by buoyancy tank 10 is provided, positioning component 20 is connected to the side of suspension module 19;
The ground in water bottom is squeezed in the bottom of work pile 30, positioning component 20 is socketed on actively the outside of work pile 30;
The first end 61 of access bridge pontic 60 is articulated with bank platform 70, and the second end 62 access bridge pontic 60 being provided with roller 63 sets up the upper surface of suspension module 19.
After access bridge pontic 60 installation, First Transition cover plate 61 is articulated with the first end 61 of access bridge pontic 60, the edge of First Transition cover plate 61 is erected on the upper surface of bank platform 70.
The edge subsequently the second transition cover plate 62 being articulated with the second end 62, second transition cover plate 62 of access bridge pontic 60 is erected on the upper surface of suspension module 19.
The above is only preferred embodiment of the present invention, not any pro forma restriction is done to the present invention, although the present invention discloses as above with preferred embodiment, but and be not used to limit the present invention, any those skilled in the art, not departing from the scope of technical solution of the present invention, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solution of the present invention, according to any simple modification that technical spirit of the present invention is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.
Claims (9)
1., with a method of construction for the floating platform of access bridge, it is characterized in that comprising:
There is provided the suspension module be assembled into by buoyancy tank, the side of described suspension module is connected with positioning component;
The ground in water bottom is squeezed in the bottom of work pile, described positioning component is socketed on actively the outside of described work pile;
The first end of access bridge pontic is articulated with bank platform, and the second end described access bridge pontic being provided with roller sets up the upper surface of described suspension module.
2. as claimed in claim 1 with the method for construction of the floating platform of access bridge, it is characterized in that: after the installation of access bridge pontic, First Transition cover plate is articulated with the first end of described access bridge pontic, the edge of described First Transition cover plate is erected on the upper surface of described bank platform.
3. as claimed in claim 1 with the method for construction of the floating platform of access bridge, it is characterized in that: after the installation of access bridge pontic, second transition cover plate is articulated with the second end of described access bridge pontic, the edge of described second transition cover plate is erected on the upper surface of described suspension module.
4., with a floating platform for access bridge, it is characterized in that comprising:
Suspension module, described suspension module is formed by connecting by buoyancy tank;
Be connected to the positioning component of described suspension module side;
Be fixedly connected on the work pile on water bottom ground, described positioning component is socketed on the outside of described work pile actively; And
Access bridge pontic, the first end of described access bridge pontic is articulated with bank platform, and the second end of described access bridge pontic is provided with roller, and the second end of described access bridge pontic is erected on the upper surface of suspension module by described roller.
5., as claimed in claim 4 with the floating platform of access bridge, it is characterized in that: described positioning component comprises annular fixing frame and fixed mount attaching parts; Described annular fixing frame is socketed on the outside of described work pile actively; Described fixed mount attaching parts one end is fixedly connected on described buoyancy tank, and its other end is connected to described annular fixing frame.
6. as claimed in claim 5 with the floating platform of access bridge, it is characterized in that: described annular fixing frame comprises thick pillar ring and pipe link, the limited roller described thick pillar ring being provided with multiple roller support and being arranged on roller support, for contacting with described work pile.
7., as claimed in claim 6 with the floating platform of access bridge, it is characterized in that: the number of described roller support and limited roller is greater than three, the equally spaced upper surface being distributed in described thick pillar ring of described roller support.
8. as claimed in claim 4 with the floating platform of access bridge, it is characterized in that: the first end of described access bridge pontic is hinged with First Transition cover plate, the edge of described First Transition cover plate is erected on the upper surface of described bank platform, second end of described access bridge pontic is hinged with the second transition cover plate, and the edge of described second transition cover plate is erected on the upper surface of described suspension module.
9. as claimed in claim 4 with the floating platform of access bridge, it is characterized in that: described suspension module is provided with the sliding feet for described sliding with rolling wheels.
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| CN201410742067.2A CN104527935A (en) | 2014-12-08 | 2014-12-08 | Suspension platform with approach bridge and construction method of suspension platform |
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| CN201410742067.2A CN104527935A (en) | 2014-12-08 | 2014-12-08 | Suspension platform with approach bridge and construction method of suspension platform |
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| CN105862697A (en) * | 2016-05-24 | 2016-08-17 | 上海勘测设计研究院有限公司 | Floating type waterborne platform structure |
| CN108035240A (en) * | 2017-12-19 | 2018-05-15 | 安徽淼森建筑设计有限公司 | A kind of flexible pontoon bridge |
| CN108301313A (en) * | 2018-04-11 | 2018-07-20 | 山东海岱明珠实业有限公司 | It is amphibious to use the modular bridge of boats |
| CN108425316A (en) * | 2018-05-24 | 2018-08-21 | 广州船舶及海洋工程设计研究院（中国船舶工业集团公司第六0五研究院） | Water front edge channel device |
| CN108545156A (en) * | 2018-04-08 | 2018-09-18 | 深圳瀚域投资发展有限公司 | Overwater floating ship room |
| CN109204714A (en) * | 2018-09-24 | 2019-01-15 | 广西建设职业技术学院 | A kind of floating type water balcony |
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| CN109295917A (en) * | 2017-07-25 | 2019-02-01 | 万达商业规划研究院有限公司 | Take into account beautiful and stability hidden floating wharf and its localization method |
| CN109436224A (en) * | 2018-11-26 | 2019-03-08 | 佛山立仁船艇科技有限公司 | Ship room |
| CN110273403A (en) * | 2018-03-13 | 2019-09-24 | 深圳市海斯比浮岛科技开发有限公司 | Operation at sea system and its connecting bridge structure |
| CN110904815A (en) * | 2019-12-13 | 2020-03-24 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
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| CN105862697A (en) * | 2016-05-24 | 2016-08-17 | 上海勘测设计研究院有限公司 | Floating type waterborne platform structure |
| CN109295917A (en) * | 2017-07-25 | 2019-02-01 | 万达商业规划研究院有限公司 | Take into account beautiful and stability hidden floating wharf and its localization method |
| CN108035240A (en) * | 2017-12-19 | 2018-05-15 | 安徽淼森建筑设计有限公司 | A kind of flexible pontoon bridge |
| CN110273403A (en) * | 2018-03-13 | 2019-09-24 | 深圳市海斯比浮岛科技开发有限公司 | Operation at sea system and its connecting bridge structure |
| CN108545156A (en) * | 2018-04-08 | 2018-09-18 | 深圳瀚域投资发展有限公司 | Overwater floating ship room |
| CN108545156B (en) * | 2018-04-08 | 2020-04-03 | 深圳瀚域投资发展有限公司 | Floating cabin on water |
| CN108301313A (en) * | 2018-04-11 | 2018-07-20 | 山东海岱明珠实业有限公司 | It is amphibious to use the modular bridge of boats |
| CN108301313B (en) * | 2018-04-11 | 2024-01-30 | 山东海岱明珠实业有限公司 | Amphibious modular boat bridge |
| CN108425316A (en) * | 2018-05-24 | 2018-08-21 | 广州船舶及海洋工程设计研究院（中国船舶工业集团公司第六0五研究院） | Water front edge channel device |
| CN109263810A (en) * | 2018-09-14 | 2019-01-25 | 重庆交通大学 | A kind of self-floating navigation mark adapting to high water-level amplitude |
| CN109204714A (en) * | 2018-09-24 | 2019-01-15 | 广西建设职业技术学院 | A kind of floating type water balcony |
| CN109436224A (en) * | 2018-11-26 | 2019-03-08 | 佛山立仁船艇科技有限公司 | Ship room |
| CN110904815A (en) * | 2019-12-13 | 2020-03-24 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
| CN110904815B (en) * | 2019-12-13 | 2021-05-07 | 山东交通学院 | Grid type self-adjusting bridge-shore connecting device, small floating bridge and using method thereof |
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