CN206784309U

CN206784309U - Lift flood-control wall

Info

Publication number: CN206784309U
Application number: CN201720263128.6U
Authority: CN
Inventors: 朱炎峰; 于文华
Original assignee: Shanghai Water Engineering Design and Research Institute Co Ltd
Current assignee: Shanghai Water Engineering Design and Research Institute Co Ltd
Priority date: 2017-03-17
Filing date: 2017-03-17
Publication date: 2017-12-22
Anticipated expiration: 2027-03-17

Abstract

A kind of lift flood-control wall disclosed in the utility model, including the reinforced concrete barricade being built on river bank, it also includes being arranged on reinforced concrete barricade and along the continuously arranged some lift gate groups of water front, each gate lift gate group includes a pair of interval keying framed bents being cast on reinforced concrete barricade and the lift gate being arranged between a pair of keying framed bents and the gate-lowering mechanism structure on each keying framed bent, gate-lowering mechanism structure drive lift gate to be lifted between a pair of keying framed bents.The utility model utilizes the principle of anti-flood valve gate, lift gate is declined to the side that borders on the river for being hidden in the reinforced concrete barricade during ordinary water level, lift gate dash is lifted during high water level, its one side serves the protection against the tide of flood-control wall, flooding action, on the other hand River Landscape is not influenceed again, has fully demonstrated the harmonious harnessing water idea of people's water.The utility model is mainly used in the higher section of landscape requirement.

Description

Lift flood-control wall

Technical field

Flood control technical field of buildings is the utility model is related to, more particularly to a kind of lift flood-control wall.

Background technology

With the development of urban economy, the function of urban district flood-control wall increasingly receives much concern, and not only considers Safety of Flood Control, Also want environment after combining wall, safety, landscape, culture, ecology, leisure be integrated in one, for people provide physical training, stroll, The chronic leisure system strolled about or have a rest, lift the quality of the life of city dweller.

Typically set some hydrophilic facilities in river course both sides, such as water balcony, hydrophilic trestle, it is hydrophilic mark time, hydrophilic revetment. For the main flood discharge passage such as Huangpu River, Suzhou River, to meet the flood level requirement met for thousand one, the requirement of two sides flood-control wall Very high, the environment to periphery affects.

To meet the permeability of flood-control wall, part bank section is using the stronger flood control glass wall of landscape, drop in leaf flood control Wall, movable steel plate flood-control wall etc..Although this several flood-control wall has certain landscape effect, but respectively have shortcoming, flood control glass wall Although sight is preferable, without hydrophily；Drop in leaf flood-control wall, movable steel plate flood-control wall not only dismount inconvenience, it is also necessary to Certain placement space.

Utility model content

Technical problem to be solved in the utility model be for the deficiency present in existing city river flood-control wall and A kind of lift flood-control wall is provided, before gate ensconces flood-control wall during its low water level, lift gate dash during high water level.

Technical problem to be solved in the utility model can be achieved through the following technical solutions：

A kind of lift flood-control wall, including the reinforced concrete barricade being built on river bank, it is characterised in that also include setting Include on the reinforced concrete barricade and along the continuously arranged some lift gate groups of water front, each gate lift gate group The keying framed bent and be arranged on the pair of lift opened and closed between framed bent that a pair of intervals are cast on the reinforced concrete barricade Gate and the gate-lowering mechanism structure on each keying framed bent, the gate-lowering mechanism structure drive the lift gate Lifted between a pair of keying framed bents；Keying framed bent in two adjacent groups lift gate group pours together.

In a preferred embodiment of the present utility model, in a pair of keying framed bents in each lift gate group Side is provided with chute, and roller, the rolling are respectively arranged with left and right sides of the lift gate in each lift gate group Wheel is embedded into the corresponding chute opened and closed in framed bent and rolled on the groove face of the chute, to mitigate the lift gate Lifting resistance.

In a preferred embodiment of the present utility model, when ordinary water level, the lift gate decline is hidden in described The side that borders on the river of reinforced concrete barricade.

In a preferred embodiment of the present utility model, it is provided with one in the border on the river bottom of side of the reinforced concrete barricade and holds Diaphragm wall is held in the palm, the lift gate in all gate lift gate groups is held up after dropping to extreme lower position by support diaphragm wall.

In a preferred embodiment of the present utility model, the gate-lowering mechanism structure is hydraulic headstock gear, the hydraulic pressure The fixing end of headstock gear is arranged on the top of the keying framed bent, traction section and the lift gate of the hydraulic headstock gear Connection.

In a preferred embodiment of the present utility model, reinforced concrete gear coping bank side is provided with walking Road and landscape platform.

As a result of technical scheme as above, the utility model utilizes the principle of anti-flood valve gate, will rise during ordinary water level Drop formula gate, which declines, is hidden in the side that borders on the river of the reinforced concrete barricade, and lifts lift gate dash during high water level, its one side rises Protection against the tide, the flooding action of flood-control wall have been arrived, has not on the other hand influenceed River Landscape again, has fully demonstrated the harmonious reason of harnessing the river of people's water Read.The utility model is mainly used in the higher section of landscape requirement.

Brief description of the drawings

Fig. 1 is the utility model side elevation schematic diagram near water.

Fig. 2 is the utility model top view.

Fig. 3 is sectional view of the present utility model.

Embodiment

Referring to accompanying drawing, the lift flood-control wall shown in figure, including the reinforced concrete barricade 100 being built on river bank, steel Muscle concrete barricade 100 is using based on some reinforcing bar concrete square piles 110.

Lift flood-control wall of the present utility model is also on reinforced concrete barricade 100 and continuously arranged along water front including being arranged on Some lift gate groups 200.

Each gate lift gate group 200 includes the keying framed bent 210 that a pair of intervals are cast on reinforced concrete barricade 100 And the lift gate 220 being arranged between a pair of keying framed bents 210 and the gate liter on each keying framed bent 210 Descending mechanism 230, gate-lowering mechanism structure 230 drive lift gate 220 to be lifted between a pair of keying framed bents 210；It is adjacent Keying framed bent 210 in two groups of lift gate groups 200 pours together.

The inner side of a pair of keying framed bents 210 in each lift gate group 200 is provided with chute 211, in each liter The left and right sides of lift gate 220 in drop formula gate group 200 is respectively arranged with roller 221, and roller 221 is fixed on lift On gate 220, and it is embedded into the corresponding chute 211 opened and closed in framed bent 210 and is rolled on the groove face of chute 211, subtracts The lifting resistance of light lift gate 220.

When ordinary water level, lift gate 220 declines the side that borders on the river for being hidden in reinforced concrete barricade 100.It is shelved on reinforced concrete gear Wall 100 border on the river side bottom plate 120 on, the lift gate 220 in all lift gate groups 200 is put after dropping to extreme lower position On the bottom plate 120 of reinforced concrete barricade 100.

Gate-lowering mechanism structure 230 is hydraulic headstock gear, and the fixing end of hydraulic headstock gear is arranged on the top for opening and closing framed bent 210 Portion, traction section are connected with lift gate 220.

The top bank side of reinforced concrete barricade 100 is provided with pavement 310 and landscape platform 320.

Claims

1. a kind of lift flood-control wall, including the reinforced concrete barricade being built on river bank, it is characterised in that also include being arranged on Include one on the reinforced concrete barricade and along the continuously arranged some lift gate groups of water front, each gate lift gate group The keying framed bent being cast in interval on the reinforced concrete barricade and the lift lock being arranged between the pair of keying framed bent Door and the gate-lowering mechanism structure on each keying framed bent, the gate-lowering mechanism structure drive the lift gate to exist Lifted between a pair of keying framed bents；Keying framed bent in two adjacent groups lift gate group pours together.

2. lift flood-control wall as claimed in claim 1, it is characterised in that a pair of keyings in each lift gate group Chute is provided with the inside of framed bent, rolling is respectively arranged with left and right sides of the lift gate in each lift gate group Wheel, the roller is embedded into the corresponding chute opened and closed in framed bent and rolled on the groove face of the chute, with described in mitigation The lifting resistance of lift gate.

3. lift flood-control wall as claimed in claim 1, it is characterised in that when ordinary water level, the lift gate declines It is hidden in the side that borders on the river of the reinforced concrete barricade.

4. lift flood-control wall as claimed in claim 3, it is characterised in that the lift gate in all lift gate groups It is placed on after dropping to extreme lower position on the bottom plate of reinforced concrete barricade.

5. lift flood-control wall as claimed in claim 1, it is characterised in that the gate-lowering mechanism structure is hydraulic headstock gear, The fixing end of the hydraulic headstock gear is arranged on the top of the keying framed bent, traction section and the liter of the hydraulic headstock gear Drop formula gate connects.

6. the lift flood-control wall as described in any one of claim 1 to 5 claim, it is characterised in that in the reinforced concrete Gear coping bank side is provided with pavement and landscape platform.