CN203452051U - High pressure slide gate - Google Patents

High pressure slide gate Download PDF

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Publication number
CN203452051U
CN203452051U CN201320561674.XU CN201320561674U CN203452051U CN 203452051 U CN203452051 U CN 203452051U CN 201320561674 U CN201320561674 U CN 201320561674U CN 203452051 U CN203452051 U CN 203452051U
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CN
China
Prior art keywords
gate
high pressure
slide
door
slideway
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 - Lifetime
Application number
CN201320561674.XU
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Chinese (zh)
Inventor
王兴恩
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.)
PowerChina Guiyang Engineering Corp Ltd
Original Assignee
Hydrochina Guiyang Engineering Corp
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 Hydrochina Guiyang Engineering Corp filed Critical Hydrochina Guiyang Engineering Corp
Priority to CN201320561674.XU priority Critical patent/CN203452051U/en
Application granted granted Critical
Publication of CN203452051U publication Critical patent/CN203452051U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a high pressure slide gate which is characterized in that an integrated door-shaped slide is arranged on the back side of the gate, the door-shaped slide is located at the top and two sides of the gate and can also serve as a water seal to well reduce deformation of the integral structure and gate slot depth of the gate, and reduce cavitation and cavitation erosion phenomena of the gate slot during overcurent, thereby facilitating safe operation of the gate. The door-shaped slide is slidingly connected with an H-shaped rail consisting of two lines of main rails on the downstream of the gate slot and a door header and the contact face is a stainless steel seat plate, so that the track is effectively prevented from being rusted, and the abrasion loss of the slide and the track during operation is reduced. In addition, a flat gasket and a rubber gasket are arranged on a bolt for connecting the slide with the gate. The rubber gasket is arranged below the flat gasket, thereby effectively preventing water leakage of the gate.

Description

A kind of high pressure chute gate
Technical field
The utility model relates to a kind of high pressure chute gate, belongs to Hydraulic and Hydro-Power Engineering gate technical field.
Background technology
At present, in Hydraulic and Hydro-Power Engineering, high pressure chute gate generally adopts the pattern of downstream sealing, arranged downstream two row slideway supportings.The top of this kind of pattern gate is an elongated continuous beam without supporting, relatively boundary beam rigidity a little less than, at dash head, surpass in 150m situation, gate top can be under high-pressure situations the moderate finite deformation of side generation downstream, may cause top seal compressive strain excessive and destroy, drainage occurs, and slideway and water seal will arrange separately, the gate slot degree of depth is larger, gate slot HYDRODYNAMIC CONDITION RELATING TO is poor, easily there is cavitation and cavitation erosion phenomenon, affect the stagnant water effect of gate, so the gate of prior art is left to be desired.
Utility model content
In order to address the above problem, the utility model provides a kind of high pressure chute gate.The slideway of this gate is an integral door type frame construction, the top and the both sides that are arranged on gate double as water seal, can reduce preferably the degree of depth of the integrally-built distortion of gate and gate slot, while reducing overcurrent, the generation of the cavitation and cavitation erosion phenomenon of gate slot, is conducive to the safe operation of gate.
The utility model is achieved by following technical solution.
A high pressure chute gate, comprises sluicing runner and is arranged at the gate in sluicing runner, in described sluicing runner, is provided with the gate slot corresponding with gate, at the back side of gate, is provided with an integral door type slideway, and the top and the both sides that are positioned at gate double as water seal.
The H type track sliding that the two row backbones in described door type slideway and gate slot downstream and lintel form is dynamically connected.
Described door type slideway is connected with gate by bolt.
Described H type track is stainless steel seat board with door type slideway contact surface.
Described bolt is provided with plain cushion and rubber pad with the junction of door type slideway, and wherein rubber pad is arranged on plain cushion below.
The beneficial effects of the utility model are:
Compared with prior art, floodgate sliding rail described in the utility model is an integral door type framework pattern, because the top of gate and both sides are equipped with continuous slideway supporting, thereby reduced preferably the integrally-built distortion of gate, another slideway doubles as water seal, reduced the degree of depth of gate slot, while having reduced overcurrent, the generation of gate slot cavitation and cavitation erosion phenomenon, is conducive to the safe operation of gate.Simultaneously, slideway adopt there is low-friction coefficient, abrasion resistance is high, elasticity and the good high strength composite of self-reparability, rely on the compressive strain of slideway under high-pressure situations to guarantee and the tight sealing of contacting of water seal seat board, and track and slideway contact surface are stainless steel seat board, effectively prevent that track from getting rusty, the wear extent of slideway and track while having reduced operation, because the connecting bolt of slideway and gate is provided with plain cushion and rubber pad, and rubber pad is arranged on below plain cushion, effectively prevented leaking of gate.
Accompanying drawing explanation
Fig. 1 is structural configuration schematic diagram of the present utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the C place enlarged diagram of Fig. 1;
Fig. 4 is the D place enlarged diagram of Fig. 2;
Fig. 5 is the structural representation of gate upstream face described in the utility model;
Fig. 6 is the lateral view of Fig. 5;
Fig. 7 is that the B-B of Fig. 5 is to view;
Fig. 8 is the E place enlarged diagram of Fig. 7;
Fig. 9 is the structural representation of gate back side described in the utility model;
Figure 10 is the utility model downstream H type track schematic diagram.
In figure: 1-sluicing runner, 2-gate, 3-gate slot, 4-door type slideway, 5-backbone, 6-lintel, 7-stainless steel seat board, 8-bolt, 9-plain cushion, 10-rubber pad.
The specific embodiment
Below in conjunction with accompanying drawing, further describe the technical solution of the utility model, but described in claimed scope is not limited to.
As shown in Figures 1 to 10, a kind of high pressure chute gate described in the utility model, comprise sluicing runner 1 and be arranged at the gate 2 in sluicing runner 1, in described sluicing runner 1, be provided with the gate slot corresponding with gate 23, back side at gate 2 is provided with an integral door type slideway 4, is positioned at top and the both sides of gate 2.
Described door type slideway 4 is dynamically connected with the two row backbones 5 in gate slot 3 downstreams and the H type track sliding of lintel 6 compositions.
Described door type slideway 4 is connected with gate 2 by bolt 8.
Described H type track is stainless steel seat board 7 with door type slideway 4 contact surfaces.Can effectively prevent that like this track from getting rusty, the wear extent of slideway and track while simultaneously having reduced operation.
Described bolt 8 is provided with plain cushion 9 and rubber pad 10 with the junction of door type slideway 4, and wherein rubber pad 10 is arranged on plain cushion 9 belows.Below rubber pad 10 is arranged on, effectively prevented leaking of gate 2.
Door described in the utility model type slideway doubles as water seal, adopt there is low-friction coefficient, abrasion resistance is high, elasticity and the good high strength composite of self-reparability are made.Like this, can rely on the compressive strain of slideway under high-pressure situations to guarantee and the tight sealing of contacting of water seal seat board, and then improve its sealing performance.

Claims (5)

1. a high pressure chute gate, comprise sluicing runner (1) and be arranged at the gate (2) in sluicing runner (1), it is characterized in that: in described sluicing runner (1), be provided with the gate slot (3) corresponding with gate (2), back side at gate (2) is provided with an integral door type slideway (4), is positioned at top and the both sides of gate (2).
2. a kind of high pressure chute gate according to claim 1, is characterized in that: described door type slideway (4) is dynamically connected with the two row backbones (5) in gate slot (3) downstream and the H type track sliding of lintel (6) composition.
3. a kind of high pressure chute gate according to claim 1, is characterized in that: described door type slideway (4) is connected with gate (2) by bolt (8).
4. a kind of high pressure chute gate according to claim 2, is characterized in that: described H type track is stainless steel seat board (7) with door type slideway (4) contact surface.
5. a kind of high pressure chute gate according to claim 3, is characterized in that: described bolt (8) is provided with plain cushion (9) and rubber pad (10) with the junction of door type slideway (4), and wherein rubber pad (10) is arranged on plain cushion (9) below.
CN201320561674.XU 2013-09-10 2013-09-10 High pressure slide gate Expired - Lifetime CN203452051U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320561674.XU CN203452051U (en) 2013-09-10 2013-09-10 High pressure slide gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320561674.XU CN203452051U (en) 2013-09-10 2013-09-10 High pressure slide gate

Publications (1)

Publication Number Publication Date
CN203452051U true CN203452051U (en) 2014-02-26

Family

ID=50131943

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320561674.XU Expired - Lifetime CN203452051U (en) 2013-09-10 2013-09-10 High pressure slide gate

Country Status (1)

Country Link
CN (1) CN203452051U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316252A (en) * 2018-02-08 2018-07-24 河南创辉水利水电工程有限公司 A kind of construction method that hydraulic engineering is protected with gate slot
CN109137845A (en) * 2018-06-08 2019-01-04 中国电建集团贵阳勘测设计研究院有限公司 Small-hole integrally-cast plane fixed wheel maintenance gate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316252A (en) * 2018-02-08 2018-07-24 河南创辉水利水电工程有限公司 A kind of construction method that hydraulic engineering is protected with gate slot
CN108316252B (en) * 2018-02-08 2024-03-22 郑州誉善贸易有限公司 Construction method for protecting gate slot for hydraulic engineering
CN109137845A (en) * 2018-06-08 2019-01-04 中国电建集团贵阳勘测设计研究院有限公司 Small-hole integrally-cast plane fixed wheel maintenance gate
CN109137845B (en) * 2018-06-08 2024-04-23 中国电建集团贵阳勘测设计研究院有限公司 Small-hole integral casting type plane fixed wheel overhaul gate

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CHINA POWER GROUP GUIYANG INVESTIGATION DESIGN + R

Free format text: FORMER NAME: HYDROCHINA GUIYANG ENGINEERING CORPORATION, LTD.

Owner name: HYDROCHINA GUIYANG ENGINEERING CORPORATION, LTD.

Free format text: FORMER NAME: GUIYANG PROSPECTION + DESIGN INST, CHINA HYDRAULIC POWER CONSULTARY GROUP

CP01 Change in the name or title of a patent holder

Address after: 550081 Guizhou Province, Guiyang City Lake District Xingqian Road No. 16

Patentee after: POWERCHINA GUIYANG ENGINEERING Corp.,Ltd.

Address before: 550081 Guizhou Province, Guiyang City Lake District Xingqian Road No. 16

Patentee before: HydroChina Guiyang Engineering Corp.

Address after: 550081 Guizhou Province, Guiyang City Lake District Xingqian Road No. 16

Patentee after: POWERCHINA GUIYANG ENGINEERING CORPORATION LIMITED

Address before: 550081 Guizhou Province, Guiyang City Lake District Xingqian Road No. 16

Patentee before: POWERCHINA GUIYANG ENGINEERING Corp.,Ltd.

CX01 Expiry of patent term

Granted publication date: 20140226

CX01 Expiry of patent term