CN102733728A - High-strength anti-flooding protection door - Google Patents
High-strength anti-flooding protection door Download PDFInfo
- Publication number
- CN102733728A CN102733728A CN2012102499265A CN201210249926A CN102733728A CN 102733728 A CN102733728 A CN 102733728A CN 2012102499265 A CN2012102499265 A CN 2012102499265A CN 201210249926 A CN201210249926 A CN 201210249926A CN 102733728 A CN102733728 A CN 102733728A
- Authority
- CN
- China
- Prior art keywords
- door
- sides
- reinforcing
- high strength
- protection door
- 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.)
- Pending
Links
Images
Abstract
The invention provides a high-strength anti-flooding protection door which consists of reinforcing slideways on the two sides, panels on the two sides of the protection door, an inclined plane reinforcing plate, roll bearings and a lower pressure shaft, wherein the inclined plane reinforcing plate is arranged between the panels on the two sides; scarf welding is adopted for reinforcing to form a stable triangular structure; the roll bearings are fixed on the surfaces on the two sides of the door, and move along the reinforcing slideways; and the triangular stable structure of the protection door has good tension and stress resistance, can bear the pressure difference of the water depth of 50-100m, and is applied to the tunnels under the river, underground mines, ultra-deep subways and the like.
Description
Technical field
The present invention relates to protective door, especially protective door structure.
Background technology
Present protective door has manual closed and motorized motions.Automatically controlled protective door mainly is used in the civil air defense constructions and installations access that requires automaticity higher.Divide automatically controlled airtight blast door, automatically controlled sealed door, automatically controlled airtight shield door and automatically controlled protective door four big classes, shield door has the radioactive contamination of prevention, engineering inside and two kinds of functions of tempest are infiltrated in biological and chemical war agent.
But mostly present protective door is single steel plate structure; Anti-strike capability when hitting for the bigger or bomb of impact force like this is lower, meet high-strength impact after, the door easy deformation; Be not easy to open the escape when influence leaving behind all clear and capturing with inside.
Especially subway, tunnel or mine etc. are lower than the place of face of land water level, cause catastrophic effect easily.
Summary of the invention
The invention provides the anti-protective door structure that floods of a kind of high strength.
Technical scheme is following:
A kind of high strength flood and preventive door; It is characterized in that forming by both sides reinforcing slideway, protective door both sides panel, inclined-plane gusset plate, rolling bearing, following last item; Be the inclined-plane gusset plate between the panel of both sides, adopt the inclined-plane reinforcement of weld, form stable triangular structure; Rolling bearing is fixed on a both side surface, moves along reinforcing slideway.
The triangle rock-steady structure of protective door like this has good tension force and anti-pressure ability, can bear the pressure differential of the 50-100 rice depth of water.
Description of drawings
Accompanying drawing is a structural plan of the present invention sketch map.
Wherein: 1, reinforce slideway; 2, rolling bearing; 3, the inclined-plane gusset plate; 4, the protective door side panel.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is further specified: protective door is made up of two side panels 4 and inclined-plane gusset plate 3, and door reduces friction with the reinforcing slideway 1 middle rolling bearing 2 that is provided with.Protective door is made up of stable triangle like this, has good anti-pressure ability.
In practical implementation, also have following preferred version:
1. gusset plate along continuous straight runs in inclined-plane is reinforced, and can pass to power the wall of both sides when being hit like this, is fit to sealing in various degree, impacts damaging when avoiding closing the door action.
2. rolling bearing adopts the roller bearing.
3. the two ends of protective door are provided with automatic closed watertight circle, and structure and high-pressure cooker sealing ring are similar, adopt inverted U-shaped plastic cement strip of paper used for sealing.
Adopt protective door of the present invention, can resist the compressive resistance of 50-100 rice, be applied to river-crossing tunnel, underground mine, ultra dark subway etc.
Claims (4)
1. high strength flood and preventive door; It is characterized in that forming by both sides reinforcing slideway, protective door both sides panel, inclined-plane gusset plate, rolling bearing, following last item; Be the inclined-plane gusset plate between the panel of both sides, adopt the inclined-plane reinforcement of weld, form stable triangular structure; Rolling bearing is fixed on a both side surface, moves along reinforcing slideway.
2. high strength flood and preventive door as claimed in claim 1 is characterized in that inclined-plane gusset plate along continuous straight runs reinforcing.
3. high strength flood and preventive door as claimed in claim 1 is characterized in that rolling bearing adopts the roller bearing.
4. high strength flood and preventive door as claimed in claim 1 is characterized in that the two ends of protective door are provided with automatic closed watertight circle, adopts inverted U-shaped plastic cement strip of paper used for sealing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012102499265A CN102733728A (en) | 2012-07-19 | 2012-07-19 | High-strength anti-flooding protection door |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012102499265A CN102733728A (en) | 2012-07-19 | 2012-07-19 | High-strength anti-flooding protection door |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102733728A true CN102733728A (en) | 2012-10-17 |
Family
ID=46989958
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012102499265A Pending CN102733728A (en) | 2012-07-19 | 2012-07-19 | High-strength anti-flooding protection door |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102733728A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5007225A (en) * | 1985-09-27 | 1991-04-16 | British Shipbuilders | Construction of large sandwich structures |
CN201502052U (en) * | 2009-05-13 | 2010-06-09 | 林钰涵 | Splash door structure |
CN101963035A (en) * | 2010-09-27 | 2011-02-02 | 天津市万木辐射防护工程有限公司 | Heavy electric radiation protection door |
CN201746975U (en) * | 2010-06-29 | 2011-02-16 | 山东莱钢建设有限公司 | Composite thermal insulating wall slab |
CN102465511A (en) * | 2010-11-17 | 2012-05-23 | 上海华滋奔腾防汛设备制造有限公司 | Duplex pin rail gate |
-
2012
- 2012-07-19 CN CN2012102499265A patent/CN102733728A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5007225A (en) * | 1985-09-27 | 1991-04-16 | British Shipbuilders | Construction of large sandwich structures |
CN201502052U (en) * | 2009-05-13 | 2010-06-09 | 林钰涵 | Splash door structure |
CN201746975U (en) * | 2010-06-29 | 2011-02-16 | 山东莱钢建设有限公司 | Composite thermal insulating wall slab |
CN101963035A (en) * | 2010-09-27 | 2011-02-02 | 天津市万木辐射防护工程有限公司 | Heavy electric radiation protection door |
CN102465511A (en) * | 2010-11-17 | 2012-05-23 | 上海华滋奔腾防汛设备制造有限公司 | Duplex pin rail gate |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1963149B (en) | Mining method for replacement of banded coal under building by waste rock | |
Ning et al. | Soft–strong supporting mechanism of gob-side entry retaining in deep coal seams threatened by rockburst | |
CN109306869B (en) | High-strength rock splitting method and splitting device based on static and dynamic alternating coupling | |
An et al. | Overlying strata movement of recovering standing pillars with solid backfilling by physical simulation | |
CN102733728A (en) | High-strength anti-flooding protection door | |
Taherian | Experiences of TBM operation in gas bearing water condition–A case study in Iran | |
CN206290287U (en) | A kind of mine worked-out section high intensity windbreak with pressure relief | |
WO2012174690A1 (en) | Mobile steel refuge chamber | |
Quille et al. | Geotechnical properties of zinc/lead mine tailings from Tara Mines, Ireland | |
CN110243246A (en) | Blasting in deep water protective device | |
CN203583474U (en) | Special water stopper for anchor cable orifice | |
CN108756974B (en) | Anti-shearing large-deformation anchor rod | |
Niedbalski et al. | Difficulties in maintaining shaft lining–testing methods and repair methods–a case study | |
유광신 et al. | Model testing of leakage effect due to multi-cell inflater of rapid protection system in subsea tunnel | |
RU2435036C1 (en) | Protective gate of underground mine working | |
Timoshuk et al. | The role of natural and technogenic components in failure of geomechanical stability of the territories which are in the influence zone of mining objects | |
Li et al. | Deformation and failure analysis of river levee induced by coal mining and its influence factor | |
CN214596837U (en) | Corrugated pipe escape pipeline channel with three-layer-wall structure | |
CN207017895U (en) | Hand-rail type long-span heavy type tide gate | |
Yong-chun et al. | Influence of deep excavation on deformation and control of adjacent historical building | |
CN107559043A (en) | The manual vertical rotary type protective airtight partition door of rail rapid transit engineering | |
CN207211067U (en) | Electrodynamic type long-span heavy type tide gate | |
Parkes et al. | Settlement Screening Analysis for the Baltimore Red Line | |
Dyomin et al. | Influence of tectonic disturbances on the parameters of excavation support with rock anchor | |
Volkov et al. | Technology for fixing mine workings with friction anchors of the SZA type with a new type of anticorrosive coating |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121017 |