CN106368571A - Two-leaf protective door or two-leaf cavity door of tunnel - Google Patents
Two-leaf protective door or two-leaf cavity door of tunnel Download PDFInfo
- Publication number
- CN106368571A CN106368571A CN201610887705.9A CN201610887705A CN106368571A CN 106368571 A CN106368571 A CN 106368571A CN 201610887705 A CN201610887705 A CN 201610887705A CN 106368571 A CN106368571 A CN 106368571A
- Authority
- CN
- China
- Prior art keywords
- door
- cavern
- doorframe
- leaf
- tunnel
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/70—Door leaves
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/56—Fastening frames to the border of openings or to similar contiguous frames
- E06B1/60—Fastening frames to the border of openings or to similar contiguous frames by mechanical means, e.g. anchoring means
- E06B1/6015—Anchoring means
- E06B1/6038—Anchoring means specially adapted for being embedded in the wall
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
- E06B5/10—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/103—Dams, e.g. for ventilation
- E21F17/12—Dam doors
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Special Wing (AREA)
- Wing Frames And Configurations (AREA)
Abstract
The invention relates to a two-leaf protective door or a two-leaf cavity door of a tunnel. The two-leaf protective door or the two-leaf cavity door comprises a door frame and two door leaves connected with the door frame through hinges. Each door leaf is of a hollow cuboid structure and is internally provided with an up-down connection rod type lockout structure and a steel framework used for supporting the hollow cuboid structure. The door frame, the hinges and the cuboid structures of the door leaves are all prepared by glass fiber reinforced plastic. By adopting the door leaves and the door frame which are made of the glass fiber reinforced plastic materials, the whole two-leaf protective door or the two-leaf cavity door of the tunnel has the advantages of being light and high in strength and is resistant to corrosion and fatigue, good in durability, convenient to maintain and replace, suitable for the complex environment inside the tunnel and capable of greatly prolonging the service life of tunnel equipment. Furthermore, by improving the external structure of the door frame and the structure of the hinges, the connection firmness of the door leaves and the door frame is further enhanced, thus, the firmness degree of a whole body is improved, and the fatigue resistance of the two-leaf cavity door can be greatly improved.
Description
Technical field
The invention belongs to railway construction technical field is and in particular to a kind of structure of the door of all kinds of cavern in tunnel.
Background technology
Tunnel is the building channel of automobile or train passage.It is usually provided with the cavern of place apparatus, tunnel is prevented in tunnel
Shield door (Dong Shimen) is then to apply in railway tunnel, such as transverse passage-way, various kinds of equipment (ventilation, communication, electric power etc.) cavern, promptly rescue
Help in the caverns such as war, emergency exit, refuge, vertical shaft incoming tunnel, inclined shaft incoming tunnel, repeater, transformer station, its effect has
Fire prevention, antiknock, resist the wind-induced positive and negative blast of train periodicity piston, prevent device damage and support personnel safety and arrange
Specific use door.
Door of the prior art is mainly prepared from using armored concrete or steel, but they all have certain lacking
Fall into, armored concrete door weight is big, switch gate is inconvenient, assemble difficult, yielding, long preparation period；Steel door is perishable, many
Number fire resistance is not enough.And both doors all have the shortcomings that poor durability, fatigue resistance are poor, need time-based maintenance and safeguard.
Content of the invention
Protective door for tunnel of the prior art cavern or the defect of cavern's door presence, the present invention provides a kind of intensity
High, corrosion-resistant, endurance, good endurance, antiknock load are not less than 0.1mpa, fire endurance is not less than the biparting tunnel of 3 hours
Protective door or Dong Shimen.
The protective door of tunnel of the present invention cavern or Dong Shimen, including doorframe with respectively by hinge page and described doorframe
Two door leafs connecting；
Described door leaf is the rectangular structure of hollow, be internally provided with upper and lower strut type closedown structure and being used for support described
The steel skeleton of hollow rectangular structure；
The rectangular structure fibreglass reinforced plastics of described doorframe, hinge page and door leaf is prepared from.It is directed to out
Open area is 6～8m2Cavern, univalve door in-convenience in use, and its bearing capacity also can be greatly reduced under this area,
Bivalve door proposed by the present invention, by installing connecting rods type locking on door, arrange inside it passive steel skeleton and
The improvement of opposite house material, can increase bearing capacity and the firmness degree of door, be also less prone to corrosion so as to be applied in tunnel simultaneously
Special environment.
Preferably, described doorframe to be formed around multiple and described doorframe integrally formed, be fixed on the coagulation in body of wall
Projection in native supporting construction or fire-and explosion-proof plate, the described raised depth inserting described concrete supporting structure or fire-and explosion-proof plate
Spend for 10～20cm；
Preferably, on the upper, lower horizontal frame of described doorframe, the spacing of adjacent protrusion is 50～60cm, and described doorframe is left and right perpendicular
On frame, the spacing of adjacent protrusion is 75～90cm.In tunnel, train passes through to produce Piston Action Wind, and Piston Action Wind is to tunnel lining structure side
Wall produces periodically positive and negative wind, here it is the aerodynamic effect of so-called train.During train operation, positive and negative blast is
Be worth up to 0.01mpa greatly, if exploding in tunnel, its pressure up to 0.1mpa, for making cavern's door under above-mentioned pressure still long
Phase plays a role effectively, and preferably the surrounding in described doorframe arranges raised, the wall of raised insertion cavern door surrounding, can make hole
Room door and wall are bound tightly together, can reinforced door fatigue performance.Using above-mentioned during described raised setting
Parameter, both can effectively cope with the positive and negative blast that train pneumatic effect is brought, and also can be reduced as far as the setting number of projection
Mesh, reduces production cost.
Preferably, on described doorframe, the side near cavern is provided with along the body of wall outer prominent to surrounding；Described projection
It is the polyhedron including upper, middle, and lower part, towards described cavern direction, described raised thin in middle part, the thick waist drum in top and the bottom
Shape；Described raised top be upper bottom surface towards cavern direction, bottom surface towards the hexahedron in tunnel direction, described upper bottom and under
Bottom surface is parallel to each other, and the area of upper bottom surface is less than bottom surface；Described raised bottom is trapezoidal quadrangular for bottom surface, described
The bottom surface of quadrangular is towards the inside of described cavern；The trapezoidal upper bottom in described bottom surface upper, go to the bottom under；Described raised middle part
For connecting the cuboid of described convex upper portion and bottom.During installing, doorframe is poured by cement and is fixed in tunnel
Concrete supporting structure or fire-proof and explosion-proof plate on, towards cavern direction, be set to that middle part is thin, thick dolioform up and down,
Mixed mud can enter the thinner part in described raised centre during pouring, and realizes more firm in top and the bottom to doorframe
Fixation；Further preferably described raised bottom is trapezoidal quadrangular for bottom surface, and described bottom surface is towards described cavern
Inside, described trapezoidal upper bottom upper, go to the bottom under；Have a certain degree to middle part shape from raised bottom, be more beneficial for mixing
Solidifying soil is full of the thinner part in middle part；It is provided with along the body of wall outer prominent to surrounding near the side of cavern in described doorframe；?
When in tunnel, pressure is less, described outer is stopped by body of wall, can provide support force towards cavern for doorframe, described raised
The top shop front upper bottom surface area be less than bottom surface, and described bottom surface is located near tunnel side, when the pressure in tunnel
When larger, this projection can provide bigger support force for doorframe, hinder described doorframe to move to the direction of cavern, strengthen doorframe
Fastness in fore-and-aft direction.
Preferably, described steel skeleton includes and described hollow cuboid base area identical steel cuboid frame and welding
In the steel reinforcement of many decussations of described rectangle inframe, cuboid frame is identical with the thickness of reinforcement, for described
The 2/3～3/4 of hollow cuboid inner thickness；Described steel skeleton is set to outside inclusion cuboid frame and internal carrying is strengthened
The structure of muscle, cuboid frame can form more preferable support, internal steel skeleton to the door body frame structure of fiberglass reinforced plastics
More preferable support can be formed for two faces of door leaf；Further its thickness is set to the 2/3～3/ of hollow cuboid inner thickness
4, can preferably play a supporting role.
Preferably, in wide direction, the spacing of the steel skeleton being parallel to each other is 40～60cm, in high direction, mutually flat
The spacing of the reinforcement of row is 60～80cm.
Preferably, from tunnel be open to traffic side towards cavern inside, described door leaf sequentially by external door panel, refractory slab, thermal insulation board,
Steel skeleton and internal hilar plate are laminated；Described refractory slab is ceramic fibre (alumina silicate fibre) plate, and described thermal insulation board is phenolic aldehyde tree
Fat plate, described external door panel and internal hilar plate are the bottom surface of described hollow cuboid, are prepared from by fiberglass reinforced plastics.Described
Internal hilar plate and door leaf body are fiberglass reinforced plastics and are prepared from.Fiberglass reinforced plastics lightweight, high-strength, in thickness
In the case of less, also there is larger voltage endurance capability, be set as hollow structure, and in its inner surface setting steel skeleton, both may be used
Increase its bearing capacity further, also facilitate in the complicated lockset of its inner mounting structure.
Preferably, it is provided with inside described door leaf up and down through door leaf, be finally secured to upper above and below doorframe
Lower link type closedown structure.Described locking is arranged at the inside of door and up/down perforation is finally secured on doorframe, by described door even
Junctor is linked togather with doorframe, the stress of door can be passed to doorframe, reduce the one-side stress of door leaf, strengthen its endurance
Property, extend its service life.
Preferably, described upper and lower strut type closedown structure include connecting rod, latch fitting and rack-and-pinion closed enclosure and with described tooth
The switch handle that wheel tooth bar closed enclosure is connected；
Described link type includes upper connecting rod and lower link, and one end of described upper connecting rod and lower link is disposed as tooth bar, institute
State tooth bar to engage with the gear in described rack-and-pinion closed enclosure；The other end of described upper connecting rod and lower link is respectively equipped with locks
Part and lower latch fitting, described upper latch fitting and lower latch fitting are with diameter greater than the cylinder of described upper connecting rod, described upper latch fitting and lower latch fitting
Insert during locking in the lockhole of lower transverse frame on described doorframe.Described upper and lower strut processes locking under the control of switch handle or beats
Open state.
The side of described rack-and-pinion closed enclosure is provided with the latch fitting for controlling described latch switch, and described latch fitting is in and closes
During conjunction state, dead bolt outwardly can stop described connecting rod with the motion of gear teeth barrel, makes described latch fitting be in closed form
State.
Preferably, apart from described door leaf, the horizontal range near twisted page one end is single to described upper and lower strut type closedown structure
The 2/3～3/4 of door leaf width.So design can make closedown structure provide optimal support force for door leaf, is more beneficial for tolerating tunnel
Pressure in road.
Preferably, described hinge page includes the hinge page seat being fixed on described doorframe, the hinge page basis being fixed on described door leaf
Body and the connection hinge page axle of the two；Twisted page body include bottom and with bottom integrally formed lobe, described lobe sets
There is the through hole passing through for hinge page axle；Described twisted page seat includes two lobe having through hole, between two lobe
For accommodating the projection of twisted page body；Described hinge page body and hinge page seat are prepared from by fiberglass reinforced plastics, described hinge
Page axle is prepared from by rustless steel.
Preferably, described hinge page is arranged inside cavern.By described hinge page located at described protective door towards cavern surface,
Towards the direction opening and closing of cavern, if twisted page falls off, Dong Shimen will not swing to track side to achievable cavern door, reduces safety
Hidden danger.
Further preferred, the width of each door leaf described is 110～130cm, and highly for 250～280cm, thickness is
10～13mm, the thickness of described fiberglass reinforced plastics is 0.8～1.2cm；In wide direction, the steel skeleton being parallel to each other
Spacing is 40～60cm, and in high direction, the spacing of the reinforcement being parallel to each other is 60～80cm, and the thickness of described steel skeleton is
6～9cm.On the upper, lower horizontal frame of described doorframe, the spacing of adjacent protrusion is 50～60cm, adjacent on the left and right munnion of described doorframe
Raised spacing is 75～90cm.It is directed to the size of herein described door leaf, raised and steel skeleton are arranged to above-mentioned size,
Both the pressure demand in tunnel can have been met, also can save cost of material.
Dong Shimen described herein has the advantages that
It is 6～8m that protective door of the present invention is applied to area2Cavern, described door leaf cavern door adopts glass fibers
Dimension reinforced plastics is prepared from, using fiberglass reinforced plastics material door leaf and doorframe so that whole tunnel protection door, tunnel
Road Dong Shimen have lightweight, high-strength, advantage, corrosion-resistant, endurance, good endurance, transportation, installation, maintenance, change convenient,
It is applied to complex environment in tunnel.Further, by setting steel skeleton and locking in door leaf, improve doorframe outer projection
Structure, both can strengthen the firmness that doorframe is connected with cavern, also further enhance the pressure-bearing of door itself and fatigue durability with
And the firmness being connected with doorframe；Thus strengthen the firmness of whole door body, cavern's door can be dramatically improved
Fatigue performance, can make the antiknock load of gained cavern door be not less than 0.1mpa, fire endurance not less than 3 hours.Last opposite house
Size carry out further optimized choice, provide a kind of size suitable, more cost-effective tunnel cavern protective door.
Brief description
Fig. 1 is the front view that cavern of the present invention door is located at tunnel side；
Fig. 2 is the front view that cavern of the present invention door is located at cavern side；
Fig. 3 is the structure decomposition figure of cavern of the present invention door；
Fig. 4 is raised three-dimensional structure diagram of the present invention；
Fig. 5 is the structure chart of upper and lower strut type closedown structure；
Schematic diagram during Fig. 6 upper and lower strut type closedown structure locking；
In figure: 1, raised, 1.1, convex upper portion；1.2nd, raised central portion；1.3rd, raised bottom；2nd, doorframe, 3, twisted page, 4, door
Fan, 4.1, external door panel, 4.2, refractory slab, 4.3, thermal insulation board, 4.4 steel skeletons, 4.5 internal hilar plates, 5, upper and lower strut type closedown structure,
5.1st, upper connecting rod, 5.2, lower link, 5.3, rack-and-pinion closed enclosure, 5.4, upper latch fitting, 5.5, lower latch fitting, 5.6, latch receptacles,
5.7th, switch handle, 5.8, control latch fitting.
Specific embodiment
Following examples are used for the present invention is described, but are not limited to the scope of the present invention.
Embodiment 1
The present embodiment is related to a kind of biparting cavern door for tunnel cavern or protective door, and its front view such as Fig. 1, including door
Frame 2 and two door leafs 4 being connected with described doorframe by hinge page 3 respectively；
Described door leaf is the rectangular structure of hollow, is internally provided with upper and lower strut type closedown structure 5 and Duo Gen cross is handed over
The steel skeleton 4.4 of fork；
The rectangular structure fibreglass reinforced plastics of described doorframe 2, hinge page 3 and door leaf 4 is prepared from.
Embodiment 2
The present embodiment is related to a kind of biparting cavern door for tunnel cavern or protective door (as Fig. 1～3), with embodiment 1
Compare, its difference is, described doorframe be formed around the integrally formed coagulation being fixed in body of wall of multiple and described doorframe
Projection 1 in native supporting construction or fire-and explosion-proof plate, the described raised 1 described concrete supporting structure of insertion or fire-and explosion-proof plate
Depth is 20cm；
Described projection is the polyhedron including upper, middle, and lower part, and towards described cavern direction, described projection is in middle part
Carefully, thick dolioform in top and the bottom；, for upper bottom surface towards cavern direction, bottom surface is towards tunnel direction for described convex upper portion 1.1
Hexahedron, described upper bottom and bottom surface are parallel to each other, and the area of upper bottom surface is less than bottom surface；Described projection bottom 1.3 is bottom
Face is trapezoidal quadrangular, and the bottom surface of described quadrangular is towards the inside of described cavern；The trapezoidal upper bottom in described bottom surface upper, under
Bottom under；Described raised central portion 1.2 is the cuboid being connected with described trapezoidal upper bottom.(as Fig. 4)
Described steel skeleton includes and described hollow cuboid base area identical steel cuboid frame and be welded in described
The steel reinforcement of many decussations of rectangle inframe, cuboid frame is identical with the thickness of reinforcement, is that described hollow is long
The 2/3～3/4 of cube inner thickness；
From tunnel be open to traffic side towards cavern inside, described door leaf is sequentially by external door panel 4.1, refractory slab 4.2, thermal insulation board
4.3rd, steel skeleton 4.4 and internal hilar plate 4.5 are laminated, and described refractory slab is ceramic fibre (alumina silicate fibre) plate, described heat-insulated
Plate is phenolic resin plate, described external door panel and the bottom surface that internal hilar plate is described hollow cuboid, by fiberglass reinforced plastics system
Standby form.Described internal hilar plate and door leaf body are fiberglass reinforced plastics and are prepared from.
The antiknock load of the cavern's door described in the present embodiment is not less than 0.1mpa, fire endurance is not less than 3 hours.
Embodiment 3
The present embodiment is related to a kind of biparting cavern door for tunnel cavern or protective door, compared with Example 2, its difference
It is, be provided with inside described door leaf up and down through door leaf, the upper and lower strut type above and below doorframe that is finally secured to closes
Lock construction 5.Described locking is arranged at the inside of door and up/down perforation is finally secured on doorframe；
Described upper and lower strut type closedown structure includes connecting rod, latch fitting and rack-and-pinion closed enclosure and close with described rack-and-pinion
Close the switch handle that box is connected；
Described link type includes upper connecting rod 5.1 and lower link 5.2, and one end of described upper connecting rod 5.1 and lower link 5.2 is all provided with
It is set to tooth bar, described tooth bar is engaged with the gear in described rack-and-pinion closed enclosure 5.3；Described upper connecting rod and lower link another
End is respectively equipped with latch fitting 5.4 and lower latch fitting 5.5, and described upper latch fitting 5.4 and lower latch fitting 5.5 are with diameter greater than described upper connecting rod
Cylinder, described upper latch fitting and lower latch fitting are fixed on when described upper latch fitting and lower latch fitting locking in described latch receptacles 5.6 and insert institute
State in the lockhole of lower transverse frame on doorframe.Described upper and lower strut is in locking or open mode under the control of switch handle 5.7.
The side of described rack-and-pinion closed enclosure is provided with the control latch fitting 5.8 for controlling described latch switch, described lock
When part is in closure state, dead bolt outwardly can stop described connecting rod with the motion of gear teeth barrel, makes at described latch fitting
In closure state.
Apart from described door leaf, the horizontal range near twisted page one end is single door leaf width to described upper and lower strut type closedown structure
The 2/3～3/4 of degree；(closedown structure illustrates such as Fig. 5 and Fig. 6)
Described hinge page includes the hinge page seat being fixed on described doorframe, the hinge page body being fixed on described door leaf and connection
The hinge page axle of the two；Twisted page body include bottom and with bottom integrally formed lobe, described lobe is provided with for cutting with scissors
The through hole that page axle passes through；Described twisted page seat includes two lobe having through hole, is used for accommodating between two lobe
The projection of twisted page body；Described hinge page body and hinge page seat are prepared from by fiberglass reinforced plastics, and described hinge page axle is not by
Rust steel is prepared from.
Described hinge page is arranged inside cavern.By described hinge page located at described protective door towards the surface of cavern, can achieve
Towards the direction opening and closing of cavern, if twisted page falls off, Dong Shimen will not swing to track side to cavern's door, reduces potential safety hazard.
The antiknock load of the cavern's door described in the present embodiment is not less than 0.1mpa, fire endurance is not less than 3 hours.
Embodiment 4
The width of each door leaf described is 120cm, and highly for 250cm, thickness is 10mm, described fiberglass reinforced plastics
Thickness be 1.0cm；In wide direction, the spacing of the steel skeleton being parallel to each other is 40cm, and in high direction, be parallel to each other adds
The spacing of strong muscle is 60cm, and the thickness of described steel skeleton is 6cm.On the upper, lower horizontal frame of described doorframe, the spacing of adjacent protrusion is
50cm, on the left and right munnion of described doorframe, the spacing of adjacent protrusion is 75～90cm.
The antiknock load of the cavern's door described in the present embodiment is not less than 0.1mpa, fire endurance is not less than 3 hours.
Although, above used general explanation, specific embodiment and test, the present invention made retouch in detail
State, but on the basis of the present invention, it can be made some modifications or improvements, this is apparent to those skilled in the art
's.Therefore, these modifications or improvements without departing from theon the basis of the spirit of the present invention, belong to claimed
Scope.
Claims (10)
1. a kind of biparting tunnel protection door or cavern's door are it is characterised in that including doorframe and passing through hinge page and described doorframe respectively
Two door leafs connecting；
Described door leaf is the rectangular structure of hollow, is internally provided with upper and lower strut type closedown structure and is used for supporting described hollow
The steel skeleton of rectangular structure；
The rectangular structure fibreglass reinforced plastics of described doorframe, hinge page and door leaf is prepared from.
2. biparting tunnel protection door according to claim 1 or cavern's door are it is characterised in that being formed around of described doorframe
Projection on the integrally formed concrete supporting structure being fixed in body of wall of multiple and described doorframe or fire-and explosion-proof plate, described
The raised described concrete supporting structure or the depth of fire-and explosion-proof plate of inserting is 10～20cm.
3. biparting tunnel protection door according to claim 2 or cavern's door are it is characterised in that near hole on described doorframe
The side of room is provided with along the body of wall outer prominent to surrounding；Described projection is the polyhedron including upper, middle, and lower part, direction
Described cavern direction, described raised thin in middle part, thick dolioform in top and the bottom；Described raised top is upper bottom surface towards cavern
Direction, towards the hexahedron in tunnel direction, described upper bottom and bottom surface are parallel to each other bottom surface, and the area of upper bottom surface is less than down
Bottom surface；Described raised bottom is trapezoidal quadrangular for bottom surface, and the bottom surface of described quadrangular is towards the inside of described cavern；Institute
State the trapezoidal upper bottom in bottom surface upper, go to the bottom under；Described raised middle part is the cuboid connecting described convex upper portion and bottom.
4. the biparting tunnel protection door according to any one of claims 1 to 3 or cavern's door are it is characterised in that described reinforcing bar
Frame includes and described hollow cuboid base area identical steel cuboid frame and be welded in described rectangle inframe many
The steel reinforcement of decussation, cuboid frame is identical with the thickness of reinforcement, is the 2/3 of described hollow cuboid inner thickness
～3/4.
5. biparting tunnel protection door according to claim 4 or cavern's door are it is characterised in that be open to traffic side direction from tunnel
Inside cavern, described door leaf is sequentially laminated by external door panel, refractory slab, thermal insulation board, steel skeleton and internal hilar plate, described refractory slab
For ceramic fibre (alumina silicate fibre) plate, described thermal insulation board is phenolic resin plate, and described external door panel and internal hilar plate are described hollow
The bottom surface of cuboid, is prepared from by fiberglass reinforced plastics.
6. according to claim 1 or 5 biparting tunnel protection door or cavern's door it is characterised in that described upper and lower strut type
Closedown structure, up and down through door leaf, is finally secured to above and below doorframe.
7. biparting tunnel protection door according to claim 6 or cavern's door are it is characterised in that described upper and lower strut type locking
Structure includes connecting rod, latch fitting, rack-and-pinion closed enclosure and the switch handle being connected with described rack-and-pinion closed enclosure；
Described link type includes upper connecting rod and lower link, and one end of described upper connecting rod and lower link is disposed as tooth bar, described tooth
Bar is engaged with the gear in described rack-and-pinion closed enclosure；The other end of described upper connecting rod and lower link be respectively equipped with latch fitting and
Lower latch fitting, described upper latch fitting and lower latch fitting are with diameter greater than the cylinder of described upper connecting rod, described upper latch fitting and lower latch fitting locking
When insert in the lockhole of lower transverse frame on described doorframe.
8. the biparting tunnel protection door according to claim 1 or 7 or cavern's door are it is characterised in that described upper and lower strut type
Apart from described door leaf, the horizontal range near twisted page one end is the 2/3～3/4 of single door leaf width to closedown structure.
9. biparting tunnel protection door according to claim 8 or cavern's door are it is characterised in that described hinge page includes being fixed on
Hinge page seat on described doorframe, the hinge page body being fixed on described door leaf and the hinge page axle connecting the two；Twisted page body includes
Bottom and with bottom integrally formed lobe, described lobe is provided with the through hole passing through for hinge page axle；Described twisted page
Seat includes having two lobe of through hole, is used for accommodating the projection of twisted page body between two lobe；Described hinge page is originally
Body and hinge page seat are prepared from by fiberglass reinforced plastics, and described hinge page axle is prepared from by rustless steel.
10. the biparting tunnel protection door according to claim 1 or 9 or cavern's door are it is characterised in that described hinge page is arranged at
Inside cavern.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610887705.9A CN106368571A (en) | 2016-10-11 | 2016-10-11 | Two-leaf protective door or two-leaf cavity door of tunnel |
| CN201720615093.8U CN207080115U (en) | 2016-10-11 | 2017-05-27 | A kind of biparting tunnel protection door or Dong Shimen |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610887705.9A CN106368571A (en) | 2016-10-11 | 2016-10-11 | Two-leaf protective door or two-leaf cavity door of tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106368571A true CN106368571A (en) | 2017-02-01 |
Family
ID=57895531
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610887705.9A Pending CN106368571A (en) | 2016-10-11 | 2016-10-11 | Two-leaf protective door or two-leaf cavity door of tunnel |
| CN201720615093.8U Active CN207080115U (en) | 2016-10-11 | 2017-05-27 | A kind of biparting tunnel protection door or Dong Shimen |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720615093.8U Active CN207080115U (en) | 2016-10-11 | 2017-05-27 | A kind of biparting tunnel protection door or Dong Shimen |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN106368571A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109373845A (en) * | 2018-10-10 | 2019-02-22 | 贵州大学 | It is a kind of to prevent the protective device that rubble splashes when Tunnel Blasting |
| CN111271124A (en) * | 2020-03-06 | 2020-06-12 | 广州地铁设计研究院股份有限公司 | High-speed railway and subway tunnel biparting steel construction fire prevention protection airtight door |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485795B (en) * | 2020-04-17 | 2022-02-01 | 安徽智扬门业股份有限公司 | Seamless door |
| RU205337U1 (en) * | 2021-01-29 | 2021-07-09 | Российская Федерация, от имени которой выступает Государственная корпорация по атомной энергии "Росатом" (Госкорпорация "Росатом") | SWING GATES |
-
2016
- 2016-10-11 CN CN201610887705.9A patent/CN106368571A/en active Pending
-
2017
- 2017-05-27 CN CN201720615093.8U patent/CN207080115U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109373845A (en) * | 2018-10-10 | 2019-02-22 | 贵州大学 | It is a kind of to prevent the protective device that rubble splashes when Tunnel Blasting |
| CN111271124A (en) * | 2020-03-06 | 2020-06-12 | 广州地铁设计研究院股份有限公司 | High-speed railway and subway tunnel biparting steel construction fire prevention protection airtight door |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207080115U (en) | 2018-03-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207974736U (en) | A kind of singly fan tunnel protection door or Dong Shimen | |
| CN207080115U (en) | A kind of biparting tunnel protection door or Dong Shimen | |
| CN204920706U (en) | Steel sheet and steel fiber concrete composite construction people's air defense door that excels in | |
| CN106193901B (en) | A kind of singly fan tunnel protection door or Dong Shimen | |
| CA2786156C (en) | Panelized lightweight control enclosure | |
| CN206600119U (en) | A kind of biparting tunnel protection door or Dong Shimen with explosion-wave-preventing hanging deck | |
| CN203961711U (en) | A kind of blast-resistant door wall composite unit structure | |
| CN108756657A (en) | Airtight blast door, manufacturing method and its accessory | |
| JP2017160779A (en) | Manufacturing method of door and door | |
| CN206429132U (en) | A kind of biparting tunnel protection door or Dong Shimen with vent window | |
| CN206205935U (en) | A kind of biparting tunnel protection door or Dong Shimen with explosion-wave-preventing hanging deck | |
| CN106224003B (en) | A kind of biparting tunnel protection door or Dong Shimen | |
| CN106639811B (en) | A kind of biparting tunnel protection door or Dong Shimen with explosion-wave-preventing hanging deck | |
| CN108725465A (en) | End door after a kind of rail vehicle | |
| CN207003665U (en) | Steel construction assembled architecture outer wall board connecting structure | |
| CN206438948U (en) | A kind of protection safety door | |
| CN207609066U (en) | Honeycomb core and close rib building roof | |
| CN207314998U (en) | Civil engineering building guardrail | |
| CN205990840U (en) | X-type connecting rod carousel-type closedown structure for tunnel protection door, tunnel cavern door | |
| CN210918762U (en) | Reinforced concrete protective airtight door leaf | |
| CN208105873U (en) | The collar tie beam of building indoor partition | |
| CN208650760U (en) | Airtight blast door and its accessory | |
| CN106437850B (en) | A kind of biparting tunnel protection door or Dong Shimen with explosion-wave-preventing hanging deck | |
| CN206625550U (en) | A kind of gang form for Core Walls Structure of constructing | |
| CN211230030U (en) | Double-leaf tunnel protection door |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170201 |
|
| WD01 | Invention patent application deemed withdrawn after publication |