CN107227794A - A kind of air-raid shelter - Google Patents
A kind of air-raid shelter Download PDFInfo
- Publication number
- CN107227794A CN107227794A CN201710604272.6A CN201710604272A CN107227794A CN 107227794 A CN107227794 A CN 107227794A CN 201710604272 A CN201710604272 A CN 201710604272A CN 107227794 A CN107227794 A CN 107227794A
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- China
- Prior art keywords
- water
- air
- layer
- tight concrete
- raid shelter
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
- E04H9/06—Structures arranged in or forming part of buildings
- E04H9/08—Structures arranged underneath buildings, e.g. air-raid shelters
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of air-raid shelter, the present invention provides a kind of air-raid shelter, including top plate, bottom plate, wall and blast wall；It is equipped with water-tight concrete top plate, water-tight concrete wallboard and water-tight concrete bottom plate in the support of hollow out, support and is provided with flame-retardant threading tube；Wall offers people's air defense door opening, is provided with multiple interim struttings and steel plate in people's air defense door opening side, Interal fixation can be formed into blast wall on interim strutting by screw.The air-raid shelter of the present invention substantially increases the performance and ability to bear of protection radiation, air-raid shelter separates with superstructure, reduce superstructure influences on basement, the flexibility of superstructure design is not influenceed simultaneously, wherein, blast wall material can be stored nearby, and installation process is simple, plug and play.
Description
Technical field
The present invention relates to a kind of basement structure, more particularly to a kind of air-raid shelter.
Background technology
Civil building basement is one kind of civil air defense works, including exterior wall, cushion wall, explosion proof door, enclosing wall, protection partition wall
Constituted Deng part, be mainly used in people's air defence temporary shelters, wartime air defense direction center, communication center, hideaway etc..
The cement structures of existing city air-raid shelter can not meet barrier propterty, indoor weak location such as door
Rupture, phenomenon of caving in often occur near hole, injury is easily received when citizen's act of rescue in air-raid shelter.
It is therefore desirable to design a kind of air-raid shelter, to overcome above mentioned problem.
The content of the invention
Barrier propterty, reduction upper strata are improved it is an object of the invention to the defect for overcoming prior art there is provided one kind to build
Build the air-raid shelter influenceed on basement.
What the present invention was realized in：
The present invention provides a kind of air-raid shelter, including top plate, bottom plate, wall and blast wall；Top plate includes impervious coagulation
Then native top plate, water-tight concrete top plate is equipped with asphalt water-proof coiled material, then set gradually and look for provided with cement mortar screeding layer
Slope layer, drain bar system, drainage layer and back fill course；Wall includes setting on the outside of water-tight concrete wallboard, water-tight concrete wallboard
There are cement mortar screeding layer, then asphalt waterproof roll, polystyrol plastic foam plate, pitch protection board and backfill successively
Soil layer；Bottom plate is included below building coats and the water-tight concrete bottom plate being arranged on below building coats, water-tight concrete bottom plate
The first pea gravel concreten protective layer, asphalt water-proof coiled material, cement mortar screeding layer and the protection of the second pea gravel concreten are laid successively
Layer, bottom rammed earth；Hollow out is equipped with water-tight concrete top plate, water-tight concrete wallboard and water-tight concrete bottom plate
Flame-retardant threading tube is provided with support and stereotype, support；One face wall offers people's air defense door opening, in people's air defense door opening side provided with multiple
Interim strutting and steel plate, interim strutting upper and lower ends are welded with circular steel plate, and circular steel plate is bolted on built-in fitting,
Built-in fitting is embedded in top plate and bottom plate, multiple screwed holes is evenly arranged on interim strutting, by screw by Interal fixation interim
Blast wall can be formed on strutting.
Further, the thickness of water-tight concrete top plate, water-tight concrete wallboard and water-tight concrete bottom plate is not less than
250mm。
Further, cement mortar screeding layer is 1:3 cement mortar, the side positioned at the asphalt water-proof coiled material scribbles base
Layer inorganic agent, the opposite side point of asphalt water-proof coiled material is stained with asphalt paper or polyethylene film.
Further, asphalt water-proof coiled material thickness is 3-3.5mm.
Further, asphalt water-proof coiled material root is reserved with the part overlapped with exterior wall.
Further, the gradient of sloping layer is 2%-3%.
Further, the first pea gravel concreten protective layer is the C20 pea gravel concretens layer that thickness is 50mm, and the second microlith is mixed
Solidifying protective soil layer is the C15 pea gravel concretens layer that thickness is 100mm.
Further, back fill course drying is closely knit, is connected as a single entity with extraneous soil layer.
Further, people's air defense door opening is provided with closed guard gate, and closed guard gate is provided with window, and window is by compound glass shape
Into.
The invention has the advantages that：
The present invention air-raid shelter substantially increase protection radiation performance and ability to bear, air-raid shelter with it is upper
Layer building is separated, and reduce superstructure influences on basement, while the flexibility of superstructure design is not influenceed, wherein, it is explosion-proof
Walling material can be stored nearby, and installation process is simple, plug and play.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of air-raid shelter provided in an embodiment of the present invention；
Fig. 2 is the structural representation of water-tight concrete bottom plate provided in an embodiment of the present invention；
Fig. 3 is the structural representation of interim strutting provided in an embodiment of the present invention.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art obtained on the premise of creative work is not made it is all its
Its embodiment, belongs to the scope of protection of the invention.
As shown in Figure 1, Figure 2 and Fig. 3, the embodiment of the present invention provides a kind of air-raid shelter, including top plate 1, bottom plate 2, the and of wall 3
Blast wall 4.
Top plate 1 includes water-tight concrete top plate 11, and water-tight concrete top plate 11 is provided with cement mortar screeding layer 5, then
Asphalt water-proof coiled material 6 is equipped with, then sets gradually sloping layer 12, drain bar system 13, drainage layer 14 and back fill course 7.Wall 3
Including water-tight concrete wallboard 31, the outside of water-tight concrete wallboard 31 is provided with cement mortar screeding layer 5, then asphalt successively
Waterproof roll 6, polystyrol plastic foam plate 32, pitch protection board 33 and back fill course 7 so that the shock-absorbing capacity of wall 3 is excellent,
And proper temperature is strong, good waterproof performance.Bottom plate 2 includes building coats 21 and is arranged on the water-tight concrete of the lower section of building coats 21
The first pea gravel concreten protective layer 23, asphalt water-proof coiled material 6, cement are laid successively in bottom plate 22, the lower section of water-tight concrete bottom plate 22
Mortar levelling layer 5 and the second pea gravel concreten protective layer 24, bottom element soil 25 are tamped.
The support of hollow out is equipped with water-tight concrete top plate 11, water-tight concrete wallboard 31 and water-tight concrete bottom plate 22
8 and stereotype 81, flame-retardant threading tube 82 is provided with support 8, and flame-retardant threading tube 82 is provided with multiple, by being arranged in concrete slab,
Greatly reduce the security that basement is improved due to fire caused by electricity.
One face wall 3 offers people's air defense door opening, is provided with multiple interim struttings 41 and steel plate 42 in people's air defense door opening side, temporarily
The upper and lower ends of strutting 41 are welded with circular steel plate 43, and circular steel plate 43 is provided with screw, is bolted on built-in fitting 44,
Built-in fitting 44 is embedded in top plate 1 and bottom plate 2, and multiple screwed holes 411 are evenly arranged on interim strutting 41, by screw 45 by steel plate
42 are fixed on interim strutting 41 and can form blast wall 4.
The thickness of water-tight concrete top plate 11, water-tight concrete wallboard 31 and water-tight concrete bottom plate 22 is 250mm, its
Seepage-resistant grade P6.
Cement mortar screeding layer 5 is 1:3 cement mortar, the side positioned at the asphalt water-proof coiled material 6 scribbles base treatment
Agent, the opposite side point of asphalt water-proof coiled material 6 is stained with asphalt paper 61 or polyethylene film.The thickness of asphalt water-proof coiled material 6 is 3-
3.5mm.The root of asphalt water-proof coiled material 6 is reserved with the part overlapped with exterior wall.
The gradient of sloping layer 12 is 2%-3%.
First pea gravel concreten protective layer 23 is the C20 pea gravel concretens layer that thickness is 50mm, and the second pea gravel concreten is protected
Sheath 24 is the C15 pea gravel concretens layer that thickness is 100mm.
Back fill course 7 is dried closely knit, is connected as a single entity with extraneous soil layer, in order to by air-raid shelter and superstructure every
Open.Back fill course 7 also needs to certain thickness, and further reduce superstructure influences on basement, while not influenceing upper strata to build
Build the flexibility of design.
People's air defense door opening is provided with closed guard gate, and closed guard gate is provided with window, and window is formed by compound glass, thus, interior
Portion personnel can watch external circumstances by window.
Horizontal shelter plate also can be set in top plate 1, to keep out the attack of guided missile, bomb.
When building basement, muscle and bottom board 2, wall 3 and top plate 1 are pricked successively.First plain soil 25 is tamped, second is spread
Pea gravel concreten protective layer 24, then by 1:3 cement mortar screedings layer 5 is levelling, applies last layer base treatment agent, and asphalt is anti-
Water coiled material 6, point is stained with asphalt paper 61, then spreads the first pea gravel concreten protective layer 23, cast-in-place water-tight concrete bottom plate 22, i.e.,
The support 8 and stereotype 81 of hollow out are put into mould, then flame-retardant threading tube 82 is put into support 8 and set, the reinforcing bar of bottom plate 2 is pricked
Muscle, then concrete is poured, fireprotection layer is fixed, building coats 21 is finally poured.Wherein, the root of asphalt water-proof coiled material 6 be reserved with outside
The part that wall is overlapped.The built of wall 3 and formwork, cast-in-place water-tight concrete wallboard 31, i.e., by the support 8 and stereotype 81 of hollow out
It is put into mould, then flame-retardant threading tube 82 is put into support 8 and set, exterior wall reinforcing bar pricks muscle, then pours concrete, and fireprotection layer is consolidated
Fixed, then outside is by 1:3 cement mortar screedings layer 5 is levelling, applies last layer base treatment agent, and asphalt waterproof roll 6, point
Asphalt paper 61 is stained with, polystyrol plastic foam plate 32 and pitch protection board 33 is re-layed, certain thickness backfill is finally filled
Soil layer 7, is connected as a single entity with extraneous soil layer.The built of top plate 1, then formwork, cast-in-place water-tight concrete top plate 11, i.e., by the branch of hollow out
Frame 8 and stereotype 81 are put into mould, and then flame-retardant threading tube 82 is put into support 8 and set, and the reinforcing bar of top plate 1 pricks muscle, then pours concrete,
Fireprotection layer is fixed again, then outside is by 1:3 cement mortar screedings layer 5 is levelling, applies last layer base treatment agent, and asphalt
Waterproof roll 6, point is stained with asphalt paper 61, is once again set up sloping layer 12, drain bar system 13, drainage layer 14, finally fills certain
The back fill course 7 of thickness, is connected as a single entity with extraneous soil layer.
In summary, air-raid shelter of the invention substantially increases the performance and ability to bear of protection radiation, people's air defense
Basement is separated with superstructure, and reduce superstructure influences on basement, while the flexibility of superstructure design is not influenceed,
Wherein, blast wall material can be stored nearby, and installation process is simple, plug and play.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God is with principle, and any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (9)
1. a kind of air-raid shelter, it is characterised in that including top plate, bottom plate, wall and blast wall；
The top plate includes water-tight concrete top plate, and the water-tight concrete top plate is provided with cement mortar screeding layer, Ran Houpu
Provided with asphalt water-proof coiled material, then set gradually sloping layer, drain bar system, drainage layer and back fill course；
The wall includes being provided with cement mortar screeding layer on the outside of water-tight concrete wallboard, the water-tight concrete wallboard, then
Asphalt waterproof roll, polystyrol plastic foam plate, pitch protection board and back fill course successively；
The bottom plate includes building coats and the water-tight concrete bottom plate being arranged on below the building coats, the impervious coagulation
The first pea gravel concreten protective layer, asphalt water-proof coiled material, cement mortar screeding layer and the second microlith are laid below native bottom plate successively
Concrete cover, bottom rammed earth；
The branch of hollow out is equipped with the water-tight concrete top plate, the water-tight concrete wallboard and the water-tight concrete bottom plate
Flame-retardant threading tube is provided with frame and stereotype, the support；
Simultaneously the wall offers people's air defense door opening, and multiple interim struttings and steel plate are provided with the people's air defense door opening side, described
Interim strutting upper and lower ends are welded with circular steel plate, and the circular steel plate is bolted on built-in fitting, the built-in fitting
In the embedded top plate and the bottom plate, multiple screwed holes are evenly arranged on the interim strutting, by screw by the steel plate
The blast wall can be formed by being fixed on the interim strutting.
2. air-raid shelter as claimed in claim 1, it is characterised in that：The water-tight concrete top plate, the impervious coagulation
The thickness of cob wall plate and the water-tight concrete bottom plate is not less than 250mm.
3. air-raid shelter as claimed in claim 1, it is characterised in that：The cement mortar screeding layer is 1:3 cement mortar,
Base treatment agent is scribbled positioned at the side of the asphalt water-proof coiled material, the opposite side point of the asphalt water-proof coiled material is stained with asphalt paper
Or polyethylene film.
4. air-raid shelter as claimed in claim 1, it is characterised in that：The asphalt water-proof coiled material thickness is 3-3.5mm.
5. air-raid shelter as claimed in claim 1, it is characterised in that：The asphalt water-proof coiled material root be reserved with outside
The part that wall is overlapped.
6. air-raid shelter as claimed in claim 1, it is characterised in that：The gradient of the sloping layer is 2%-3%.
7. air-raid shelter as claimed in claim 1, it is characterised in that：The first pea gravel concreten protective layer is that thickness is
50mm C20 pea gravel concretens layer, the second pea gravel concreten protective layer is the C15 pea gravel concretens layer that thickness is 100mm.
8. air-raid shelter as claimed in claim 1, it is characterised in that：The back fill course drying is closely knit, with extraneous soil layer
It is connected as a single entity.
9. air-raid shelter as claimed in claim 1, it is characterised in that：The people's air defense door opening is provided with closed guard gate, the people
Anti- door is provided with window, and the window is formed by compound glass.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710604272.6A CN107227794A (en) | 2017-07-24 | 2017-07-24 | A kind of air-raid shelter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710604272.6A CN107227794A (en) | 2017-07-24 | 2017-07-24 | A kind of air-raid shelter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107227794A true CN107227794A (en) | 2017-10-03 |
Family
ID=59956363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710604272.6A Pending CN107227794A (en) | 2017-07-24 | 2017-07-24 | A kind of air-raid shelter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107227794A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440922A (en) * | 2018-12-26 | 2019-03-08 | 上海建工七建集团有限公司 | Strenthening member and its application construction method for basement structure |
| CN109594585A (en) * | 2018-11-30 | 2019-04-09 | 中国人民解放军陆军勤务学院 | A kind of islands and reefs engineering underground safeguard structure based on seawater aggregate concrete |
| CN110778341A (en) * | 2019-11-01 | 2020-02-11 | 中建八局轨道交通建设有限公司 | Backfill construction method for construction vertical shaft and construction transverse passage |
| CN111663828A (en) * | 2020-06-13 | 2020-09-15 | 河南方创建筑设计有限公司 | Civil air defense basement structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594585A (en) * | 2018-11-30 | 2019-04-09 | 中国人民解放军陆军勤务学院 | A kind of islands and reefs engineering underground safeguard structure based on seawater aggregate concrete |
| CN109594585B (en) * | 2018-11-30 | 2020-09-22 | 中国人民解放军陆军勤务学院 | Island reef engineering underground protective structure based on seawater aggregate concrete |
| CN109440922A (en) * | 2018-12-26 | 2019-03-08 | 上海建工七建集团有限公司 | Strenthening member and its application construction method for basement structure |
| CN110778341A (en) * | 2019-11-01 | 2020-02-11 | 中建八局轨道交通建设有限公司 | Backfill construction method for construction vertical shaft and construction transverse passage |
| CN111663828A (en) * | 2020-06-13 | 2020-09-15 | 河南方创建筑设计有限公司 | Civil air defense basement structure |
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Application publication date: 20171003 |