CN202064327U - Landscape tidal sluice gate - Google Patents

Landscape tidal sluice gate Download PDF

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Publication number
CN202064327U
CN202064327U CN2011200856786U CN201120085678U CN202064327U CN 202064327 U CN202064327 U CN 202064327U CN 2011200856786 U CN2011200856786 U CN 2011200856786U CN 201120085678 U CN201120085678 U CN 201120085678U CN 202064327 U CN202064327 U CN 202064327U
Authority
CN
China
Prior art keywords
gate
pulley
pillar
supporting columns
pulley track
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2011200856786U
Other languages
Chinese (zh)
Inventor
方跃飞
潘庆权
巩青松
黄红明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU TIANYU ENVIRONMENTAL PROTECTION GROUP CO Ltd
Original Assignee
JIANGSU TIANYU ENVIRONMENTAL PROTECTION GROUP CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JIANGSU TIANYU ENVIRONMENTAL PROTECTION GROUP CO Ltd filed Critical JIANGSU TIANYU ENVIRONMENTAL PROTECTION GROUP CO Ltd
Priority to CN2011200856786U priority Critical patent/CN202064327U/en
Application granted granted Critical
Publication of CN202064327U publication Critical patent/CN202064327U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a gate device, which comprises a gate (1) and gate supporting columns (2), wherein the gate supporting columns are provided with gate lifting devices (3); the gate (1) is provided with pulleys (4, 5); a pulley track (6) is arranged on the ground; and the gate (1) can slide on the pulley track (6) and the gate supporting columns (2) along with the pulleys (4, 5) and is attached to the gate supporting columns (2) or is horizontally placed on the pulley track (6) when being erected. Through the tidal sluice gate, water can be effectively prevented from flowing out from gap between the gate and the supporting columns as well as the gap between the gate and the lower dam of the gate.

Description

The view Backwater gate
Technical field
The utility model relates to a kind of valve system, particularly relates to a kind of riverside or seashore retaining tidewater gate.
Background technology
Along with global warming, river or seawater rise and cause along the river or bank, city, seashore can not effectively stop at the incoming tide river or seawater; Particularly run into riverside or the big wind-induced tide in seashore, therefore adopt a kind of gate that keeps off tide, be used for along the river or the seashore, after eagre, this gate pull-up be can be used as the backwater gate that stops river or tidewater use; After tidewater is retreated, this gate put down to do Landscape Bridge usefulness, as the city inhabitant amusement and recreation.
The utility model content
For solving the problems of the technologies described above, the utility model view Backwater gate comprises gate and gate pillar, on the gate pillar, be provided with the gate jack up unit, gate is provided with pulley, be provided with pulley track on the ground, gate can slide on pulley track and gate pillar with pulley, and gate can erect with the applying of gate pillar or be placed horizontally on the pulley track.
After adopting such structure, gate is placed horizontally on the pulley track at ordinary times, makes Landscape Bridge and uses; When tide, gate jack up unit pulling gate, gate slides on pulley track with pulley, and gate erects with the gate pillar and fits, thereby can stop tide.
As a kind of improvement of the present utility model, be provided with gate locking device and water stopping thresholds, on described gate, be provided with rubber layer at the contact surface place of gate and gate pillar and gate and water stopping thresholds.Adopt such structure, gate can closely contact with water stopping thresholds with gate column and gate, and effectively anti-sealing flows out from the slit between the slit between gate and the column and gate and the gate bottom dykes and dams.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described in further detail.
Fig. 1 is the front view of the utility model view Backwater gate when gate erects state.
Fig. 2 is the vertical view of the utility model view Backwater gate when gate erects state.
Fig. 3 is the left view of the utility model view Backwater gate when gate erects state.
Fig. 4 is the schematic diagram of the utility model view Backwater gate when gate horizontal positioned state.
Fig. 5 is the vertical view A-A sectional view of Fig. 2 the utility model view Backwater gate when gate erects state.
1 is that gate, 2 is that gate column, 3 is that gate jack up unit, 4,5 is that pulley, 6 is that pulley track, 7 is that locking device, 8 is a water stopping thresholds.
The specific embodiment
As Fig. 1-shown in Figure 5, the view Backwater gate comprises a gate 1, two gate columns 2, and gate column 2 is step-like, on the top of two gate columns gate jack up unit 3 is installed, and present embodiment gate jack up unit 3 is a bottle gouard moved by hands; As shown in Figure 4, gate 1 is provided with pulley 4 and pulley 5, and when drawing high gate 1 with bottle gouard moved by hands 3, pulley 5 rolls along the pulley track 6 that is laid on ground, and pulley 4 scrolls up along gate column 2, thereby gate 1 is erected.As shown in Figure 5, gate is provided with locking device 7; Be provided with water stopping thresholds 8 on the dykes and dams between two gate columns 2, present embodiment water stopping thresholds 8 usefulness angle steel are made.Gate 1 is provided with rubber parts 9 with the contact surface of gate column 2 and the contact surface place of gate 1 and water stopping thresholds 8, after gate 1 erects, screw the lock bolt of locking device 7, the rubber parts 9 of gate is closely contacted with gate column 2 and with water stopping thresholds 8, and anti-sealing sees through from the slit between slit, gate 1 and the water stopping thresholds 7 between gate 1 and the gate column 2.Gate 1 when erecting and the horizontal plane angle of river surface one side be slightly less than 90 jiaos, as can select 88 the degree, can utilize self gravitation when gate 1 puts down like this, operate more convenient.When gate 1 horizontal positioned is done Landscape Bridge, skid when preventing that the people from walking in the above, gate 1 is provided with anti-skid structure layer 10, for example can lay anti-skidding plank and make the anti-skid structure layer.
Certainly, the utility model is not limited to the above-mentioned specific embodiment, and routine good gate jack up unit 3 can adopt other equipment, as electric winch.Such conversion all drops within the protection domain of the present utility model.

Claims (2)

1. view Backwater gate, comprise gate (1) and gate pillar (2), it is characterized in that: on described gate pillar, be provided with gate jack up unit (3), described gate (1) is provided with pulley (4,5), ground is provided with pulley track (6), gate (1) can be gone up at pulley track (6) and gate pillar (2) with pulley (4,5) and slide, gate (1) when erecting and gate pillar (2) fit or be placed horizontally on the pulley track (6).
2. view Backwater gate according to claim 1, it is characterized in that: be provided with gate locking device (7) and water stopping thresholds (8), go up at the contact surface place of gate (1) and gate pillar (2) and gate (1) and water stopping thresholds (8) at described gate (1) and be provided with rubber layer (9).
CN2011200856786U 2011-03-25 2011-03-25 Landscape tidal sluice gate Expired - Fee Related CN202064327U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200856786U CN202064327U (en) 2011-03-25 2011-03-25 Landscape tidal sluice gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200856786U CN202064327U (en) 2011-03-25 2011-03-25 Landscape tidal sluice gate

Publications (1)

Publication Number Publication Date
CN202064327U true CN202064327U (en) 2011-12-07

Family

ID=45058193

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200856786U Expired - Fee Related CN202064327U (en) 2011-03-25 2011-03-25 Landscape tidal sluice gate

Country Status (1)

Country Link
CN (1) CN202064327U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103998691A (en) * 2012-01-16 2014-08-20 日立造船株式会社 Floating flap gate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103998691A (en) * 2012-01-16 2014-08-20 日立造船株式会社 Floating flap gate
TWI611073B (en) * 2012-01-16 2018-01-11 日立造船股份有限公司 Floating type flap gate

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111207

Termination date: 20190325

CF01 Termination of patent right due to non-payment of annual fee