CN205742125U - A kind of work platform for boring - Google Patents
A kind of work platform for boring Download PDFInfo
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- CN205742125U CN205742125U CN201620584087.6U CN201620584087U CN205742125U CN 205742125 U CN205742125 U CN 205742125U CN 201620584087 U CN201620584087 U CN 201620584087U CN 205742125 U CN205742125 U CN 205742125U
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- steel
- pile
- boring
- work platform
- pipe guide
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Abstract
The utility model discloses a kind of work platform for boring, relate to field of engineering technology, this work platform for boring includes the most successively: the steel pipe guide pile be arrangeding in parallel and steel-pipe pile, connect each steel pipe guide pile and/or the transverse connection of each steel-pipe pile, the bridge piece by bracket lateral connection with each steel pipe guide pile and/or steel-pipe pile, and the plateform system for placing pile-driving machine being positioned on described bridge piece.This utility model is applied to bore operation.
Description
Technical field
This utility model relates to engineering field, particularly relates to a kind of work platform for boring.
Background technology
Along with bridge and the development of overhead road bridge technology, marine or across waters overpass construction becomes bridge construction
Important engineering.Owing to overhead road bridge needs to carry out in waters building of work platform for boring in work progress, to meet rig
The requirement of equipment, electricity generation system, mud disposal system and living facilities etc..
At present, during to main bridge substructure foundation construction, due to, water level amount of increase big by river flow velocity of constructing
Indefinite, the impact of riverbed exposed bedrock, is required to before main bridge substructure pile foundation and bearing platform construction use necessary, effective measures
Reach a level really, reduce over-water construction operating risk, shorten the construction period, save the purposes such as construction cost.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of work platform for boring, it is possible to be effectively reduced water
Upper construction operation risk.
For solving above-mentioned technical problem, this utility model adopts the following technical scheme that
This utility model provides a kind of work platform for boring, and this work platform for boring includes the most successively:
The steel pipe guide pile be arrangeding in parallel and steel-pipe pile, connect each steel pipe guide pile and/or the lateral connection of each steel-pipe pile
Part, and each steel pipe guide pile and/or the steel-pipe pile bridge piece by bracket lateral connection, and be positioned on described bridge piece flat
Platform system, pile-driving machine works on described flat-panel systems.
Preferably, described plateform system includes:
Panel, the steel pipe guard rail being arranged on around described panel.
Preferably, described panel is checkered steel plate.
Preferably, described bridge piece includes that the ground floor I-steel crossbeam of crisscross setting and second layer I-steel are indulged
Beam.
Preferably, described ground floor I-steel crossbeam is connected by bracket between described steel pipe guide pile.
Preferably, described steel pipe guide pile is four, and two long limits of four steel pipe guide pile correspondence plateform systems are arranged,
A plurality of steel-pipe pile position based on four steel pipe guide piles is array arrangement.
Preferably, the connected mode between described transverse connection and described steel pipe guide pile and/or described steel-pipe pile is
Welding.
Preferably, described transverse connection includes lateral connection rod member and anchor ear under water.
Preferably, described lateral connection rod member include that two that be arranged in parallel, steel pipe guide pile described in lateral connection and/or
First lateral connection beam of described steel-pipe pile, also include being arranged on adjacent described steel pipe guide pile and/or described steel-pipe pile it
Between the first ruggedized construction.
Preferably, described anchor ear under water include that two that be arranged in parallel, steel pipe guide pile described in lateral connection and/or described
Second lateral connection beam of steel-pipe pile, also includes being arranged between adjacent described steel pipe guide pile and/or described steel-pipe pile
Second ruggedized construction.
In this utility model, connect each steel pipe guide pile and/steel-pipe pile by transverse connection, and at the steel of stable connection
By bracket lateral connection bridge piece on pipe guide pile and steel-pipe pile, arrange on bridge piece afterwards for pile-driving machine work
Platform, the drilling platform formed be conducive to reaching a level really, reduce over-water construction operating risk, shorten construction period, joint
The about purpose such as construction cost.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
In description, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only that this practicality is new
Some embodiments of type, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to root
Other accompanying drawing is obtained according to these accompanying drawings.
The structural representation of the work platform for boring that Fig. 1 provides for this utility model embodiment；
Fig. 2 is the top view of the work platform for boring shown in Fig. 1.
Description of reference numerals: steel pipe guide pile 100, steel-pipe pile 101, bracket 102, ground floor I-steel crossbeam 103, second
Layer I-shaped steel longitudinal beam 104, steel pile casting 105, pile-driving machine 106, under water anchor ear 107, lateral connection rod member 108, steel pipe guard rail
Bar 109, checkered steel plate 110.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is a part of embodiment of this utility model rather than whole enforcement
Example.Based on the embodiment in this utility model, those of ordinary skill in the art are obtained under not making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
This utility model embodiment provides a kind of work platform for boring, as it is shown in figure 1, this work platform for boring by down to
On include successively:
The steel pipe guide pile 100 be arrangeding in parallel and steel-pipe pile 101, connect each steel pipe guide pile 100 and/or each steel-pipe pile
The transverse connection of 101, the bridge piece by bracket 102 lateral connection with each steel pipe guide pile 100 and/or steel-pipe pile 101, with
And the plateform system being positioned on bridge piece, pile-driving machine 106 works on flat-panel systems.
In this utility model embodiment, connect each steel pipe guide pile 100 and/steel-pipe pile 101 by transverse connection, and
By bracket 102 lateral connection bridge piece on the steel pipe guide pile 100 of stable connection and steel-pipe pile 101, afterwards at bridge piece
On the platform for pile-driving machine 106 work is set, the drilling platform formed be conducive to reaching a level really, reduce over-water construction
The purposes such as operating risk, shortening construction period, saving construction cost.
Pile-driving machine 106, after operation is complete, corresponding each boring can arrange steel pile casting 105.
In this utility model embodiment, as depicted in figs. 1 and 2, plateform system includes panel and is arranged on around panel
Steel pipe guard rail 109.Concrete, panel is checkered steel plate 110, and it is bigger that the decorative pattern that it is had makes checkered steel plate have
Coefficient of friction, in conjunction with upper steel pipe guard rail 109, more can lower over-water construction operating risk.
In this utility model embodiment, bridge piece preferably includes ground floor I-steel crossbeam 103 He of crisscross setting
Second layer I-shaped steel longitudinal beam 104.By ground floor I-steel crossbeam 103 and the cooperation of second layer I-shaped steel longitudinal beam 104, improve
The stability of the operation platform of structure, advantageously reduces over-water construction operating risk.Ground floor I-steel crossbeam 103 is fixed with steel pipe
Can be connected by bracket 102 between the stake 100 of position, connect reliable, stable.
For being connected firmly, consideration easy to operation, transverse connection and steel pipe guide pile 100 and/or steel-pipe pile
Connected mode between 101 can be welding.
Wherein, as described in Figure 2, steel pipe guide pile 100 is four, the two of four corresponding plateform systems of steel pipe guide pile 100
The long limit of bar is arranged, and a plurality of steel-pipe pile 101 position based on four steel pipe guide piles 100 is array arrangement.Steel pipe guide pile 100
Intensity, enabling capabilities be better than steel-pipe pile 101, the steel-pipe pile 101 of array arrangement combines steel pipe guide pile 100, to this boring
The plateform system of job platform provides uniform, stable support, ensure that the firm of platform further, advantageously ensures that stake position
Accurately, over-water construction operating risk is reduced.
It is concrete, as it is shown in figure 1, transverse connection includes lateral connection rod member 108 and anchor ear 107 under water.Lateral connection
Rod member 108 includes two be arranged in parallel, lateral connection steel pipe guide piles 100 and/or the first lateral connection of steel-pipe pile 101
Beam, also includes the first ruggedized construction being arranged between adjacent steel pipe guide pile 100 and/or steel-pipe pile 101.The present invention implements
In example, transverse connection includes lateral connection rod member 108 and anchor ear 107, lateral connection rod member 108 and under water anchor ear 107 under water
Not only include the first lateral connection beam of horizontal expansion.It addition, can connect adjacent by the first ruggedized construction of the formation such as reinforcing bar
The first steel-pipe pile 101 between or adjacent the first steel-pipe pile 101 and steel pipe guide pile 100 between horizontal expansion first
Lateral connection beam, and the first lateral connection beam intersection that each reinforcement structure combines horizontal expansion constitutes three-legged structure, so that
Lateral connection rod member 108 shape is integral.
Being similar to, anchor ear 107 includes two be arranged in parallel, lateral connection steel pipe guide piles 100 and/or steel-pipe pile under water
The second lateral connection beam of 101, also includes that be arranged between adjacent steel pipe guide pile 100 and/or steel-pipe pile 101 second adds
Fixing structure, also shape is integral so that this work platform for boring built is more stable.
The above, detailed description of the invention the most of the present utility model, but protection domain of the present utility model does not limit to
In this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in change
Or replace, all should contain within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with described power
The protection domain that profit requires is as the criterion.
Claims (10)
1. a work platform for boring, it is characterised in that include the most successively:
The steel pipe guide pile be arrangeding in parallel and steel-pipe pile, connect each steel pipe guide pile and/or the transverse connection of each steel-pipe pile, with
Each steel pipe guide pile and/or the steel-pipe pile bridge piece by bracket lateral connection, and be positioned on described bridge piece for putting
Put the plateform system of pile-driving machine.
Work platform for boring the most according to claim 1, it is characterised in that described plateform system includes:
Panel and the steel pipe guard rail being arranged on around described panel.
Work platform for boring the most according to claim 2, it is characterised in that
Described panel is checkered steel plate.
Work platform for boring the most according to claim 1, it is characterised in that
Described bridge piece includes ground floor I-steel crossbeam and the second layer I-shaped steel longitudinal beam of crisscross setting.
Work platform for boring the most according to claim 4, it is characterised in that
Described ground floor I-steel crossbeam is connected by bracket between described steel pipe guide pile.
Work platform for boring the most according to claim 1, it is characterised in that described steel pipe guide pile is four, four steel
Two long limits of pipe guide pile correspondence plateform system are arranged, and a plurality of steel-pipe pile position based on four steel pipe guide piles is array
Arrangement.
Work platform for boring the most according to claim 1, it is characterised in that
Connected mode between described transverse connection with described steel pipe guide pile and/or described steel-pipe pile is for welding.
Work platform for boring the most according to claim 7, it is characterised in that
Described transverse connection includes lateral connection rod member and anchor ear under water.
Work platform for boring the most according to claim 8, it is characterised in that
Described lateral connection rod member includes that two that be arranged in parallel, steel pipe guide pile and/or described steel-pipe pile described in lateral connection
The first lateral connection beam, also include that be arranged between adjacent described steel pipe guide pile and/or described steel-pipe pile first adds
Fixing structure.
Work platform for boring the most according to claim 8, it is characterised in that
Described anchor ear under water includes that two that be arranged in parallel, steel pipe guide pile and/or the of described steel-pipe pile described in lateral connection
Two lateral connection beams, also include that be arranged between adjacent described steel pipe guide pile and/or described steel-pipe pile second adds consolidation
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620584087.6U CN205742125U (en) | 2016-06-16 | 2016-06-16 | A kind of work platform for boring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620584087.6U CN205742125U (en) | 2016-06-16 | 2016-06-16 | A kind of work platform for boring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742125U true CN205742125U (en) | 2016-11-30 |
Family
ID=57386281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620584087.6U Active CN205742125U (en) | 2016-06-16 | 2016-06-16 | A kind of work platform for boring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108262864A (en) * | 2017-12-22 | 2018-07-10 | 中铁大桥局集团第四工程有限公司 | Underwater drilling positioning device and localization method |
| CN109183714B (en) * | 2018-10-30 | 2020-11-06 | 保利长大海外工程有限公司 | Construction method and system for vertical breakwater |
-
2016
- 2016-06-16 CN CN201620584087.6U patent/CN205742125U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108262864A (en) * | 2017-12-22 | 2018-07-10 | 中铁大桥局集团第四工程有限公司 | Underwater drilling positioning device and localization method |
| CN108262864B (en) * | 2017-12-22 | 2020-09-01 | 中铁大桥局集团第四工程有限公司 | Underwater drilling positioning device and positioning method |
| CN109183714B (en) * | 2018-10-30 | 2020-11-06 | 保利长大海外工程有限公司 | Construction method and system for vertical breakwater |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |