CN205776065U - A kind of with tidal level fluctuation sliding board-type landing stage - Google Patents
A kind of with tidal level fluctuation sliding board-type landing stage Download PDFInfo
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- CN205776065U CN205776065U CN201620445634.2U CN201620445634U CN205776065U CN 205776065 U CN205776065 U CN 205776065U CN 201620445634 U CN201620445634 U CN 201620445634U CN 205776065 U CN205776065 U CN 205776065U
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Abstract
nullThis utility model provides a kind of with tidal level fluctuation sliding board-type landing stage，Including floating platform、Landing stage、Slide、Anchoring pile、With trestle outrigger platform，Floating platform is fixed on the anchoring pile of trestle side，And the side connection of floating platform has landing stage，Trestle outrigger platform is fixed on the steel-pipe pile top bottom trestle，And trestle outrigger platform is connected to the bridge floor of trestle by inclined ladder，Landing stage top layer distribution beam is provided with slideway，And slide one end is positioned on slideway，The other end is fixed on the trestle outrigger platform of connection，Slide is positioned at one end of slideway and is provided with pulley，And pulley can in slideway side slip，Cat ladder is effectively combined by this landing stage with raft，Provide a kind of safe ready and simple and practical floating dock and slidingtype inclined ladder，Solve tradition cat ladder poor stability，Maintenance frequency is many、Easily affected by SEA LEVEL VARIATION and the shortcoming of personnel's upper and lower comfortableness difference.
Description
Technical field
This utility model belongs to bridge construction temporary structure appurtenant work field, is specifically related to a kind of with tidal level fluctuation sliding board-type landing stage.
Background technology
In recent years, development along with China's economy, more and more constantly invest construction across river and Oversea bridge, the life line that during wherein trestle is constructed as water Bridge, plant is supplied with various types of materials, play very important effect, seeming that trestle is the most through is particularly important, sets up process to accelerate trestle, generally requires and launches in advance to set up the scope of operation in water.Set up trestle in part of earlier stage water not connect with land, workmen must arrive job position by traffic boats and ships, when in strong tidal zone, tidal level fluctuation is big, due to SEA LEVEL VARIATION, certain discrepancy in elevation is there is, it is therefore necessary to trestle cat ladder is set so that the upper and lower trestle of workmen, after trestle is through, is also required to arrive from water as related personnel according to practical situation setting unit cat ladder the passage of trestle end face between trestle end face and traffic boats and ships.
The cat ladder in the past arranged simply simply welds at trestle side shaped steel, there are problems, affects cat ladder and uses, and floating dock simple in construction in the past, it is impossible to meet use requirement in most cases.Such as: crudy is difficult to ensure that；Boats and ships are stopped easily to be affected by water level；The space that boats and ships provide after stopping is less, easily the overboard accident of appearance, poor stability, and boats and ships stop difficulty is big, is additionally easily subject to ship collision and damages, maintenance trouble and inconvenience after damage.The present invention, changes the traditional approach of the underwater platforms such as spitkit stop and the upper and lower trestle of personnel, and safety guarantee is higher, and the comfort that slidingtype inclined ladder used more meets tidal level change and above walks under personnel improves building site civilization and standardized construction.
Utility model content
The purpose of this utility model is to overcome tradition cat ladder poor stability, and maintenance frequency is many, easily affected by SEA LEVEL VARIATION and the problem of personnel's upper and lower comfortableness difference etc., to this end, provide a kind of with tidal level fluctuation sliding board-type landing stage.
One of the present utility model is with tidal level fluctuation sliding board-type landing stage, including floating platform, landing stage, slide, anchoring pile, with trestle outrigger platform, described floating platform is fixed on the anchoring pile of trestle side, and the side connection of floating platform has landing stage, described trestle outrigger platform is fixed on the steel-pipe pile top bottom trestle, and trestle outrigger platform is connected to the bridge floor of trestle by inclined ladder, described landing stage top layer distribution beam is provided with slideway, and slide one end is positioned on slideway, the other end is fixed on the trestle outrigger platform of connection, described slide is positioned at one end of slideway and is provided with pulley, and pulley can in slideway side slip.
Four angles of described floating platform respectively with four anchoring piles by lateral steel pipe anchor earrings to fixing, and steel material selected by anchoring pile.
Described floating platform is connected by anchor chain with landing stage.
Both sides, described landing stage are welded with upper and lower People's Bank of China step.
Described slide side is welded into steel truss, and steel wire veil is laid in slide walkway, and interval 20～30cm is fixed one wood lath and walked as Anti-slipping ladder.
One end that described slide is connected with trestle outrigger platform is fixed by bearing pin rod.
Described slide uses groove 10 welded steel to form, and the pulley of slide is steel roller.
The beneficial effects of the utility model:
(1) cat ladder is effectively combined with raft by this one that this utility model provides with tidal level fluctuation sliding board-type landing stage, provide a kind of safe ready and simple and practical floating dock and slidingtype inclined ladder, solve tradition cat ladder poor stability, maintenance frequency is many, easily affected by SEA LEVEL VARIATION and the shortcoming of personnel's upper and lower comfortableness difference, and can stop as trestle in water and other facility boats and ships and landing stage that personnel are upper and lower and cat ladder, more practicality, safety, standardization, slidingtype slide ensure that different discrepancy in elevation lower terminal is connected with the effective of platform.
(2) this kind of by lateral steel pipe anchor ear, the four of floating platform angles being fixed with four anchoring pile hoops respectively with tidal level fluctuation sliding board-type landing stage of this utility model offer, and anchoring pile selection steel material, improve the security reliability of floating platform, further, floating platform is connected by anchor chain with landing stage, not only it was connected firmly but also convenient disassembly, had been further ensured that safe and reliable.
(3) this one that this utility model provides with tidal level fluctuation sliding board-type landing stage by welding upper and lower People's Bank of China step in both sides, landing stage, facilitates personnel upper and lower.
(4) this kind of of this utility model offer is welded into steel truss with the slide side used by tidal level fluctuation sliding board-type landing stage, steel wire veil is laid in slide walkway, and interval 20～30cm fixes one wood lath and walk as Anti-slipping ladder, the security reliability of slide is effectively ensured.
(5) one end that slide is connected with trestle outrigger platform is fixed by bearing pin rod by bearing pin rod by this kind of of this utility model offer with tidal level fluctuation sliding board-type landing stage, it is simple to slide is freely rotatable when floating.
(6) this kind of pulley employing steel roller using groove 10 welded steel to make slide and slide with tidal level fluctuation sliding board-type landing stage that this utility model provides, durable, safe and reliable, cost-effective.
Below with reference to accompanying drawing, this utility model is described in further details.
Accompanying drawing explanation
Fig. 1 is a kind of front view with tidal level fluctuation sliding board-type landing stage of this utility model；
Fig. 2 is a kind of top view with tidal level fluctuation sliding board-type landing stage of this utility model.
Description of reference numerals: 1, floating platform；2, landing stage；3, slide；4, anchoring pile；5, trestle outrigger platform；6, slideway；7, inclined ladder；8, upper and lower People's Bank of China step；9, trestle；10, steel-pipe pile.
Detailed description of the invention
Embodiment 1:
nullIn order to overcome tradition cat ladder poor stability，Maintenance frequency is many、Easily affected by SEA LEVEL VARIATION and the problem of personnel's upper and lower comfortableness difference etc.，Present embodiments provide a kind of one as shown in Figure 1 with tidal level fluctuation sliding board-type landing stage，Including floating platform 1、Landing stage 2、Slide 3、Anchoring pile 4、With trestle outrigger platform 5，Described floating platform 1 is fixed on the anchoring pile 4 of trestle 9 side，And the side connection of floating platform 1 has landing stage 2，Described trestle outrigger platform 5 is fixed on steel-pipe pile 10 top bottom trestle 9，And trestle outrigger platform 5 is connected to the bridge floor of trestle 9 by inclined ladder 7，Described landing stage 2 top layer distribution beam is provided with slideway 6，And slide 3 one end is positioned on slideway 6，The other end is fixed on the trestle outrigger platform 5 of connection，One end that described slide 3 is positioned at slideway 6 is provided with pulley，And pulley can in slideway side slip.
Installation process of the present utility model is as follows:
1, anchoring pile 4 sets
On trestle, the pile monkey that shakes by hanging device and coupling sets a diameter of φ 630(diameter and selects according to concrete practical situation) anchoring pile, as it is shown in figure 1, anchoring pile need to possess enough embedded depths to meet stability requirement；
2, floating platform 1 and landing stage 2 process and install
As shown in Figure 2, floating platform 1 and landing stage 2 make at back court in advance and form buoyancy body skeleton, floating platform 1 uses 4 steel pipes, landing stage 2 uses 2 steel pipes as floating member, steel pipe two ends seal, length disclosure satisfy that buoyancy, one lateral pipe is welded at spacing intervals between steel pipe, form buoyancy body skeleton, buoyancy body skeleton arranges distribution beam and lays bar-mat reinforcement composition raft, set 4 steel pipe anchoring piles in trestle side simultaneously, by water under buoyancy body skeleton integral hoisting, floating platform 1 framework integral fastening is in steel pipe anchoring pile, only allow that it fluctuates with water level, add moisture resistance hydraulic impact；
3, slide fabrication and installation
Landing stage 1 and floating platform 2 processing make slide 3 while installing, slide 3 bottom is provided with pulley, when being easy to slide 3 with tidal level fluctuation, slide can slidably, and slide 3 one end is positioned on slideway 6, and the other end is fixed on the trestle outrigger platform 5 that trestle steel pipe pile side connects, after slide 3 is installed, roller slides in slideway notch, according to actual tidal level fluctuation situation, adjusts slipway location；
4, trestle outrigger platform 5 is arranged
Trestle outrigger platform 5 is by encorbelmenting bracket and inclined ladder forms, the transition structure being connected with trestle for slide 3, first welds outrigger platform bracket, welds outrigger platform in trestle steel pipe pile side, thing inclined ladder 7 is installed again be connected with trestle outrigger platform 5 by trestle bridge floor, as shown in Figure 1.
Of the present utility model this with tidal level fluctuation sliding board-type landing stage, cat ladder is effectively combined with raft, provide a kind of safe ready and simple and practical floating dock and slidingtype inclined ladder, solve tradition cat ladder poor stability, maintenance frequency is many, easy to be affected by SEA LEVEL VARIATION and the shortcoming of personnel's upper and lower comfortableness difference, and can stop as trestle in water and other facility boats and ships and landing stage that personnel are upper and lower and cat ladder, more practicality, safety, standardization, slidingtype slide ensure that different discrepancy in elevation lower terminal is connected with the effective of platform.
Embodiment 2:
nullIn order to improve the security reliability of floating platform，On the basis of embodiment 1，Present embodiments provide a kind of one as shown in Figure 1 with tidal level fluctuation sliding board-type landing stage，Including floating platform 1、Landing stage 2、Slide 3、Anchoring pile 4、With trestle outrigger platform 5，Described floating platform 1 is fixed on the anchoring pile 4 of trestle 9 side，And the side connection of floating platform 1 has landing stage 2，Described trestle outrigger platform 5 is fixed on steel-pipe pile 10 top bottom trestle 9，And trestle outrigger platform 5 is connected to the bridge floor of trestle 9 by inclined ladder 7，Described landing stage 2 top layer distribution beam is provided with slideway 6，And slide 3 one end is positioned on slideway 6，The other end is fixed on the trestle outrigger platform 5 of connection，One end that described slide 3 is positioned at slideway 6 is provided with pulley，And pulley can in slideway side slip，Lateral steel pipe anchor earrings is passed through to fixing with four anchoring piles 4 respectively in four angles of described floating platform 1，And anchoring pile 4 selects steel material.
Further, described floating platform 1 is connected by anchor chain with landing stage 2, has the most not only been connected firmly but also convenient disassembly, has been further ensured that safe and reliable.
Embodiment 3:
nullOn the basis of embodiment 2，Present embodiments provide a kind of one as shown in Figure 2 with tidal level fluctuation sliding board-type landing stage，Including floating platform 1、Landing stage 2、Slide 3、Anchoring pile 4、With trestle outrigger platform 5，Described floating platform 1 is fixed on the anchoring pile 4 of trestle 9 side，And the side connection of floating platform 1 has landing stage 2，Described trestle outrigger platform 5 is fixed on steel-pipe pile 10 top bottom trestle 9，And trestle outrigger platform 5 is connected to the bridge floor of trestle 9 by inclined ladder 7，Described landing stage 2 top layer distribution beam is provided with slideway 6，And slide 3 one end is positioned on slideway 6，The other end is fixed on the trestle outrigger platform 5 of connection，One end that described slide 3 is positioned at slideway 6 is provided with pulley，And pulley can in slideway side slip，Further，Both sides, described landing stage 2 are welded with upper and lower People's Bank of China step 8.Using work steel or channel-section steel to weld upper and lower People's Bank of China step 8 in both sides, landing stage, step total height determines according to existing vessel ship side height, and upper and lower People's Bank of China step 8 is the bridge of harbour and ship, facilitates personnel upper and lower.
Embodiment 4:
nullIn order to ensure the security reliability of slide 3，On the basis of embodiment 3，Present embodiments provide a kind of one as shown in Figure 1 with tidal level fluctuation sliding board-type landing stage，Including floating platform 1、Landing stage 2、Slide 3、Anchoring pile 4、With trestle outrigger platform 5，Described floating platform 1 is fixed on the anchoring pile 4 of trestle 9 side，And the side connection of floating platform 1 has landing stage 2，Described trestle outrigger platform 5 is fixed on steel-pipe pile 10 top bottom trestle 9，And trestle outrigger platform 5 is connected to the bridge floor of trestle 9 by inclined ladder 7，Described landing stage 2 top layer distribution beam is provided with slideway 6，And slide 3 one end is positioned on slideway 6，The other end is fixed on the trestle outrigger platform 5 of connection，One end that described slide 3 is positioned at slideway 6 is provided with pulley，And pulley can in slideway side slip，Described slide (3) side is welded into steel truss，Steel wire veil is laid in slide 3 walkway，And interval 20～30cm fixes one wood lath and walks as Anti-slipping ladder.
Further, one end that described slide 3 is connected with trestle outrigger platform 5 is fixed by bearing pin rod, it is simple to slide is freely rotatable when floating.
Further, described slide 3 uses groove 10 welded steel to form, and the pulley of slide 3 is steel roller.Steel material good endurance, safe and reliable, cost-effective, change slide anteroposterior with tidal level in the slideway 6 that slide is arranged on landing stage 2, make slide 3 be regulated by slideway 6 and change in location between landing stage 2.
Exemplified as above is only to illustration of the present utility model, is not intended that the restriction to protection domain of the present utility model, within the every and same or analogous design of this utility model belongs to protection scope of the present invention.
Claims (7)
- null1. one kind with tidal level fluctuation sliding board-type landing stage，It is characterized in that: include floating platform (1)、Landing stage (2)、Slide (3)、Anchoring pile (4)、With trestle outrigger platform (5)，Described floating platform (1) is fixed on the anchoring pile (4) of trestle (9) side，And the side connection of floating platform (1) has landing stage (2)，Described trestle outrigger platform (5) is fixed on steel-pipe pile (10) top of trestle (9) bottom，And trestle outrigger platform (5) is connected to the bridge floor of trestle (9) by inclined ladder (7)，Described landing stage (2) top layer distribution beam is provided with slideway (6)，And slide (3) one end is positioned on slideway (6)，The other end is fixed on the trestle outrigger platform (5) of connection，Described slide (3) is positioned at one end of slideway (6) and is provided with pulley，And pulley can in slideway side slip.
- 2. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: four angles of described floating platform (1) respectively with four anchoring piles (4) by lateral steel pipe anchor earrings to fixing, and steel material selected by anchoring pile (4).
- 3. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: described floating platform (1) is connected by anchor chain with landing stage (2).
- 4. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: described landing stage (2) both sides are welded with upper and lower People's Bank of China step (8).
- 5. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: described slide (3) side is welded into steel truss, and steel wire veil is laid in slide (3) walkway, and interval 20～30cm is fixed one wood lath and walked as Anti-slipping ladder.
- 6. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: one end that described slide (3) is connected with trestle outrigger platform (5) is fixed by bearing pin rod.
- 7. as claimed in claim 1 with tidal level fluctuation sliding board-type landing stage, it is characterised in that: described slide (3) uses groove 10 welded steel to form, and the pulley of slide (3) is steel roller.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620445634.2U CN205776065U (en) | 2016-05-17 | 2016-05-17 | A kind of with tidal level fluctuation sliding board-type landing stage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620445634.2U CN205776065U (en) | 2016-05-17 | 2016-05-17 | A kind of with tidal level fluctuation sliding board-type landing stage |
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| CN205776065U true CN205776065U (en) | 2016-12-07 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108750875A (en) * | 2018-08-06 | 2018-11-06 | 上海德圣米高电梯有限公司 | A kind of harbour lifting type elevator |
| CN110644424A (en) * | 2019-09-29 | 2020-01-03 | 中铁大桥局集团第四工程有限公司 | Floating dock capable of self-adapting to water tide level |
-
2016
- 2016-05-17 CN CN201620445634.2U patent/CN205776065U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108750875A (en) * | 2018-08-06 | 2018-11-06 | 上海德圣米高电梯有限公司 | A kind of harbour lifting type elevator |
| CN110644424A (en) * | 2019-09-29 | 2020-01-03 | 中铁大桥局集团第四工程有限公司 | Floating dock capable of self-adapting to water tide level |
| CN110644424B (en) * | 2019-09-29 | 2021-05-14 | 中铁大桥局集团第四工程有限公司 | Floating dock capable of self-adapting to water tide level |
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