CN206941506U - A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape - Google Patents
A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape Download PDFInfo
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- CN206941506U CN206941506U CN201720458647.8U CN201720458647U CN206941506U CN 206941506 U CN206941506 U CN 206941506U CN 201720458647 U CN201720458647 U CN 201720458647U CN 206941506 U CN206941506 U CN 206941506U
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- circular arc
- steel frame
- arc shaped
- shaped steel
- flood control
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Abstract
The utility model discloses a kind of penetrating circular arc shaped steel frame flood control structure of large span landscape, the reinforced concrete floor (1) and steelframe (4) being built in more than ground, described steelframe (4) are located at the top of described reinforced concrete floor (1)；The bottom of described reinforced concrete floor (1) is equipped with blotter (12), drainpipe (11) is embedded with described reinforced concrete floor (1), side concrete pier (2) near water have been poured along longitudinal direction in the side near water of described reinforced concrete floor (1), the first circular arc shaped steel frame (4.1) is horizontally installed with the described concrete pier of side near water (2) and land side concrete pier (3).When the flood control structure that it overcomes use routine in the prior art builds higher flood bank, the shortcomings that being caused a devastating effect to city Binjiang landscape environment, using large span arc steel frame construction, flood control function can be preferably realized, the advantages of improving water front flood control capacity.
Description
Technical field
Hydro-structure technical field is the utility model is related to, is more specifically a kind of penetrating circular arc of large span landscape
Shaped steel frame flood control structure.
Background technology
China has built plurality of flood bank, and these flood banks protect large stretch of cities and towns and rural area, structure of flood bank
Pattern has polytype, such as earth embankment, the bank of stone and coagulation earth embankment, though these conventional flood control structures can improve riverine bank line
Flood control capacity, but the sight inside and outside dike can be stopped, landscape poor visual effect.For building such flood control in City's Waterfront river bank line
Dike, it is impossible to meet city River side landscape requirement well, higher flood bank is built in particular by these conventional flood control structures
When, city Binjiang landscape environment will be caused a devastating effect.At present, the Shanghai Huangpu River Ma Qiaopeng having been carried out crosses ecological park section
Flood-control wall transforms conveyance system and outer road Dong Jia crosses the trials such as old harbour flood-control wall transformation conveyance system and employs glass material
Simple flood-control wall is built up, there is certain landscape permeability, but is limited to by self structure pattern, is only suitable for building short flood control
Wall, it is low to resist flood head, and general height is no more than 2m, and when that need to resist compared with high water head flood, such flood control wall construction is no longer
It is applicable.
The content of the invention
The purpose of this utility model is the weak point for overcoming above-mentioned background technology, and proposes a kind of large span landscape and lead to
Saturating circular arc shaped steel frame flood control structure.
The technical solution of the utility model is implemented by following measure：A kind of penetrating circular arc shaped steel frame of large span landscape is prevented
Big vast structure, the reinforced concrete floor and steelframe being built in more than ground, described steelframe are located at described armored concrete bottom
The top of plate；The bottom of described reinforced concrete floor is equipped with blotter, pre- in described reinforced concrete floor
Drainpipe is embedded with, side concrete pier near water has been poured along longitudinal direction in the side near water of described reinforced concrete floor, described
The land side of reinforced concrete floor has equidistantly poured some land side concrete piers, in the described concrete pier of side near water and
The first circular arc shaped steel frame is horizontally installed with land side concrete pier, is provided with adjacent described land side concrete pier
Second circular arc shaped steel frame；
Described land side concrete pier side is provided with collection sewer, and the described blotter of described drainpipe connection is simultaneously
Stretch in described collection sewer；
Steel plate and clear glass are equipped with the side near water of described steelframe is alternate.
In the above-mentioned technical solutions：Ground azulejo is equipped with described reinforced concrete floor surface.
In the above-mentioned technical solutions：Green belt is provided with described reinforced concrete floor.
In the above-mentioned technical solutions：Steel plate seam between adjacent described steel plate uses welded seal；Adjacent institute
Clear glass seam between the clear glass stated uses sealant sealing.
In the above-mentioned technical solutions：First circular arc shaped steel frame and the second described circular arc shaped steel frame bottom using bolt with
The described concrete pier of side near water and land side concrete pier is connected.
In the above-mentioned technical solutions：Antirust coat is coated with the outside of described steel plate.
In the above-mentioned technical solutions：The horizontal span of first circular arc shaped steel frame and the second described circular arc shaped steel frame is more than 8
Rice.
In the above-mentioned technical solutions：First circular arc shaped steel frame and the second described circular arc shaped steel frame use more than Q345 intensity
Steel, described steel plate use Q235 or more than Q345 intensity steel.
In the above-mentioned technical solutions：The tensile strength of described clear glass is more than 50MPa, and compression strength is more than
100MPa。
The utility model includes following advantage：1st, the utility model can be used for building higher flood control structure, can be preferable
Realize flood control function, improve water front flood control capacity, water front is reached flood control standard, to protect the city people, build and set
The safety such as apply.
2nd, the steel construction that superstructure of the present utility model forms for steelframe with steel plate, and dedicated transparent glass of mating formation, steel
Structure and dedicated transparent glass can transport on-site consolidation welding in factory after Prefabrication, can shorten flood control structure engineering
Construction period.
3rd, face near water of the present utility model is arranged using steel construction and dedicated transparent glass combination, is ensuring structural strength peace
Under the premise of complete, flood control structure landscape permeability can be greatly enhanced, reduces adverse effect of the flood control structure to landscape environment, vision effect
Fruit is good.
4th, the utility model uses large span arc steel frame construction, and structural shape is succinct, novel, generous, attractive in appearance, can strengthen
City Binjiang band landscape effect, form the landmark of uniqueness.
5th, the utility model uses steel construction as large span arc steel frame construction, shape between reinforced concrete floor and steelframe
Into large space, space includes green belt and behaviour area, and green belt can plant flowers and plants and trees, and behaviour area can be used as people's row, leisure
And business development space, city Binjiang activity space can be expanded, preferably realizes flood control works comprehensive utilization benefit.
Brief description of the drawings
Fig. 1 is horizontal layout schematic diagram of the present utility model.
Fig. 2 is side elevation view near water of the present utility model.
Fig. 3 is backwater side elevation view of the present utility model.
Fig. 4 is drawing in side sectional elevation at the second circular arc shaped steel frame bearing in Fig. 1.
Fig. 5 is the second circular arc shaped steel frame span centre drawing in side sectional elevation in Fig. 1.
In figure：Reinforced concrete floor 1, near water side concrete pier 2, land side concrete pier 3, steelframe 4, the first circular arc
Steelframe 4.1, the second circular arc shaped steel frame 4.2, steel plate 5, clear glass 6, steel plate seam 7, clear glass seam 8, ground azulejo 9,
Green belt 10, drainpipe 11, blotter 12, collection sewer 13.
Embodiment
Describe performance of the present utility model in detail below in conjunction with the accompanying drawings, but they are not formed to of the present utility model
Limit, it is only for example；The advantages of the utility model, will become clearer and be readily appreciated that by explanation simultaneously.
Shown in reference picture 1-5：A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape, the steel being built in more than ground
Reinforced concrete bottom plate 1 and steelframe 4, described steelframe 4 are located at the top of described reinforced concrete floor 1；Described concrete
The bottom of bottom plate 1 is equipped with blotter 12, drainpipe 11 is embedded with described concrete floor 1, in described reinforcing bar
The side near water of concrete floor 1 has poured side concrete pier 2 near water along longitudinal direction, in the backwater of described reinforced concrete floor 1
Side has equidistantly poured some land side concrete piers 3, on the described concrete pier of side near water 2 and land side concrete pier 3
The first circular arc shaped steel frame 4.1 is horizontally installed with, second circular arc steel is installed on adjacent described land side concrete pier 3
Frame 4.2；
The described side of land side concrete pier 3 is provided with collection sewer 13, and described drainpipe 11 connects described rubble
Bed course 12 simultaneously stretches to described collection sewer 13.
Steel plate 5 and clear glass 6 are equipped with the side near water of described steelframe 4 is alternate.At described armored concrete bottom
The surface of plate 1 is equipped with ground azulejo 9；Ground azulejo 9 is available for pedestrian to walk above.
Green belt 10 is provided with described reinforced concrete floor 1；Plantation vegetation in green belt 10.
Steel plate seam 7 between adjacent described steel plate 5 uses welded seal, and weldquality should reach one-level or two level
Standard；Clear glass seam 8 between adjacent described clear glass 6 uses sealant sealing.Described steelframe 4 includes the
One circular arc shaped steel frame 4.1 and the second described circular arc shaped steel frame 4.2；
First circular arc shaped steel frame 4.1 and the described bottom of the second circular arc shaped steel frame 4.2 using bolt with it is described near water
Side concrete pier 2 and land side concrete pier 3 are connected.
Antirust coat is coated with the described outside of steel plate 5.
The horizontal span of first circular arc shaped steel frame 4.1 and the second described circular arc shaped steel frame 4.2 is more than 8 meters.
First circular arc shaped steel frame 4.1 and the second described circular arc shaped steel frame 4.2 use the steel of more than Q345 intensity, described
Steel plate 5 using Q235 or more than Q345 intensity steel.
The tensile strength of described clear glass 6 is more than 50MPa, and compression strength is more than 100MPa.
Above-mentioned unspecified part is prior art.
Claims (9)
- A kind of 1. penetrating circular arc shaped steel frame flood control structure of large span landscape, it is characterised in that：Reinforcing bar more than ground is built in mix Coagulate native bottom plate (1) and steelframe (4), described steelframe (4) are located at the top of described reinforced concrete floor (1)；Described steel The bottom of reinforced concrete bottom plate (1) is equipped with blotter (12), and draining is embedded with described reinforced concrete floor (1) Manage (11), side concrete pier (2) near water have been poured along longitudinal direction in the side near water of described reinforced concrete floor (1), described The land side of reinforced concrete floor (1) equidistantly poured some land side concrete piers (3), mixed in described side near water The first circular arc shaped steel frame (4.1) is horizontally installed with solidifying knoll (2) and land side concrete pier (3), in the adjacent described back of the body Second circular arc shaped steel frame (4.2) is installed on water side concrete pier (3)；Described land side concrete pier (3) side, which is provided with, collects sewer (13), broken described in described drainpipe (11) connection Stone bed course (12) is simultaneously stretched in described collection sewer (13)；Steel plate (5) and clear glass (6) are equipped with the side near water of described steelframe (4) is alternate.
- A kind of 2. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 1, it is characterised in that：Institute Reinforced concrete floor (1) surface stated is equipped with ground azulejo (9).
- A kind of 3. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 1 or 2, it is characterised in that： Green belt (10) is provided with described reinforced concrete floor (1).
- A kind of 4. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 3, it is characterised in that：It is adjacent Described steel plate (5) between steel plate seam (7) use welded seal；It is saturating between adjacent described clear glass (6) Bright glass seam (8) uses sealant sealing.
- A kind of 5. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 4, it is characterised in that：First Circular arc shaped steel frame (4.1) and second described circular arc shaped steel frame (4.2) bottom are using bolt and described side concrete near water Pier (2) and land side concrete pier (3) are connected.
- A kind of 6. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 4 or 5, it is characterised in that： Antirust coat is coated with the outside of described steel plate (5).
- A kind of 7. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 6, it is characterised in that：First The horizontal span of circular arc shaped steel frame (4.1) and the second described circular arc shaped steel frame (4.2) is more than 8 meters.
- A kind of 8. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 7, it is characterised in that：First Circular arc shaped steel frame (4.1) and the second described circular arc shaped steel frame (4.2) use the steel of more than Q345 intensity, described steel plate (5) steel of Q235 or more than Q345 intensity are used.
- A kind of 9. penetrating circular arc shaped steel frame flood control structure of large span landscape according to claim 7 or 8, it is characterised in that： The tensile strength of described clear glass (6) is more than 50MPa, and compression strength is more than 100MPa.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720458647.8U CN206941506U (en) | 2017-04-27 | 2017-04-27 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
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| CN201720458647.8U CN206941506U (en) | 2017-04-27 | 2017-04-27 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
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| CN206941506U true CN206941506U (en) | 2018-01-30 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930233A (en) * | 2017-04-27 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
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2017
- 2017-04-27 CN CN201720458647.8U patent/CN206941506U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930233A (en) * | 2017-04-27 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape |
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