CN208363689U - A kind of support column of air-raid shelter - Google Patents
A kind of support column of air-raid shelter Download PDFInfo
- Publication number
- CN208363689U CN208363689U CN201821033411.0U CN201821033411U CN208363689U CN 208363689 U CN208363689 U CN 208363689U CN 201821033411 U CN201821033411 U CN 201821033411U CN 208363689 U CN208363689 U CN 208363689U
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- China
- Prior art keywords
- column
- support column
- buffer layer
- support
- steel
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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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Abstract
The utility model discloses the support columns of air-raid shelter a kind of, including ground, supporting block, support stake, column, L shape support column, upper support column, lower support column, buffer layer, supporting beam and pedestal, pedestal is arranged in underground, column is arranged on ground, column bottom is equipped with supporting block, pedestal, supporting block and column are integrally formed, the bottom end periphery of column is equipped with support stake, L shape support column is equipped between the side and ground of column, lower support column is equipped between the upper surface of L shape support column and the side of column, supporting steel frame is equipped with inside column, the gap of supporting steel frame and column has poured mixed mud, the top of column is equipped with buffer layer, buffer layer includes rubber and steel ring, steel ring is wrapped in rubber periphery, buffer layer top surface is equipped with upper steel connecting plate, buffer layer bottom surface is equipped with lower steel connecting plate, The top of buffer layer is equipped with supporting beam, and upper support column is equipped between the lower end surface of buffer layer and the side of column.
Description
Technical field
The utility model relates to construction reinforcement technique fields, and in particular to a kind of support column of air-raid shelter.
Background technique
Air-raid shelter belongs to one kind of civil air defense works, including exterior wall, cushion wall, explosion proof door, enclosing wall, protection partition wall etc.
Part forms, and is mainly used for people's air defence temporary shelters, wartime air defense direction center, communication center, hideaway etc.；Part is forever standby
Fortification also has the function of three proofings, since the requirement of air-raid shelter is very high, so need to reinforce support column, with
Achieve the purpose that consolidation.
Utility model content
(1) technical problems to be solved
In order to overcome the shortage of prior art, it is proposed that a kind of support column of air-raid shelter, due to air-raid shelter's
It is required that it is very high, so needing to reinforce support column, provide the support column of air-raid shelter a kind of thus to meet it
It is required that.
(2) technical solution
The utility model is achieved through the following technical solutions: the utility model proposes the supports of air-raid shelter a kind of
Column, including ground, supporting block, support stake, column, L shape support column, upper support column, lower support column, buffer layer, supporting beam with
And pedestal, the pedestal setting is in underground, and the column is arranged on ground, and the column bottom is provided with support
Block, the pedestal, supporting block and column are integrally formed, and the bottom end periphery of the column is provided with support stake, the column
Side and ground between be provided with L shape support column, be arranged between the upper surface of the L shape support column and the side of column
There is a lower support column, the column is internally provided with supporting steel frame, and the gap of the supporting steel frame and column has poured mixed mud, institute
It states and is provided with buffer layer at the top of column, the buffer layer includes rubber and steel ring, and the steel ring is wrapped in rubber periphery, described
Buffer layer top surface is provided with steel connecting plate, and the buffer layer bottom surface is provided with lower steel connecting plate, sets at the top of the buffer layer
It is equipped with supporting beam, upper support column, the upper support column setting are provided between the lower end surface of the buffer layer and the side of column
There are four groups and be distributed in the surrounding of the column, several criss-cross reinforcing ribs are provided on the outer wall of the column.
Further, the material of the column is steel pipe.
Further, the L shape support column and lower support column are provided with four groups, are distributed in the surrounding of the column.
Further, the support stake is reinforced concrete structure, and the connection type between the support stake and column is
Welding, is inserted into several I-steel between support stake and the column and is reinforced.
Further, for the steel ring with a thickness of 10~15mm, rubber thickness is 100~150mm.
Further, the thickness of the upper steel connecting plate and lower steel connecting plate is 4~6mm.
(3) beneficial effect
The utility model compared with the existing technology, has the advantages that
1), pedestal setting is arranged on ground in underground, column, and column bottom is provided with supporting block, pedestal, branch
Bracer and column are integrally formed, and the structure is more secured, and pedestal gos deep into ground, can increase the stability of column.
2) buffer layer, is provided at the top of column, buffer layer includes rubber and steel ring, and steel ring is wrapped in rubber periphery, has
Effect alleviates the pressure of column, while improving structural seismic performance.
3), supporting stake is reinforced concrete structure, and the connection type between support stake and column is welding, supports stake and stands
Several I-steel are inserted between column to be reinforced.
Certainly, any product for implementing the utility model does not necessarily require achieving all the advantages described above at the same time.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the utility model embodiment, make required for being described below to embodiment
Attached drawing is briefly described, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention,
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings
Other attached drawings.
Fig. 1 is the structural schematic diagram of support column in the utility model.
Fig. 2 is the structural schematic diagram of buffer layer in the utility model.
Fig. 3 is the structural schematic diagram of I-steel in the utility model.
Fig. 4 is the structural schematic diagram of upper steel connecting plate in the utility model.
The ground 1-；2- supporting block；3- supports stake；4- column；5-L shape support column；6- upper support column；Support column under 7-；8-
Buffer layer；9- supporting beam；10- pedestal；11- supporting steel frame；12- mixed mud；13- rubber；14- steel ring；The upper steel connecting plate of 15-；
Steel connecting plate under 16-；17- reinforcing rib；18- I-steel.
Specific embodiment
In the technical program:
2, supporting block；3, stake is supported；4, column；5, L shape support column；6, upper support column；7, lower support column；8, buffer layer；
9, supporting beam；10, pedestal；11, supporting steel frame；12, mixed mud；13, rubber；14, steel ring；15, upper steel connecting plate；16, lower steel
Connecting plate；17, reinforcing rib；18, I-steel is that the utility model contains the innovative component of essence.
1, ground is to realize the essential connectivity component of technical solutions of the utility model.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
The support column of air-raid shelter as shown in Figs 1-4 a kind of, including ground 1, supporting block 2, support stake 3, column
4, L shape support column 5, upper support column 6, lower support column 7, buffer layer 8, supporting beam 9 and pedestal 10, the setting of pedestal 10 exist
Under ground 1, the column 4 is arranged on ground 1, and 4 bottom of column is provided with supporting block 2, the pedestal 10, support
Block 2 and column 4 are integrally formed, and the bottom end periphery of the column 4 is provided with support stake 3, the side and ground of the column 4
It is provided with L shape support column 5 between 1, is provided with lower support between the upper surface of the L shape support column 5 and the side of column 4
Column 7, the column 4 are internally provided with supporting steel frame 11, and the gap of the supporting steel frame 11 and column 4 has poured mixed mud 12,
The top of the column 4 is provided with buffer layer 8, and the buffer layer 8 includes rubber 13 and steel ring 14, and the steel ring 14 is wrapped in rubber
13 periphery of glue, 8 top surface of buffer layer are provided with steel connecting plate 15, and 8 bottom surface of buffer layer is provided with lower steel connecting plate 16,
The top of the buffer layer 8 is provided with supporting beam 9, is provided with branch between the lower end surface of the buffer layer 8 and the side of column 4
Dagger 6, the upper support column 6 are provided with four groups and are distributed in the surrounding of the column 4, be arranged on the outer wall of the column 4
There are several criss-cross reinforcing ribs 17.
The material of column 4 is steel pipe, and steel pipe material support effect is good and intensity is high, L shape support column 5 and lower support column 7
Four groups are provided with, the surrounding of column 4 is distributed in, L shape support column 5 is arranged four groups, and the structure setting is very firm, simultaneously also
Provided with lower support column 7, column 4 plays further reinforcement, and support stake 3 is reinforced concrete structure, supports stake 3 and stands
Connection type between column 4 is welding, is inserted into several I-steel 18 between the support stake 3 and column 4 and is reinforced, and supports stake
3 increase the firmness of column 4, and the setting of I-steel 18 is so that weld more secured, steel ring between support stake 3 and column 4
14 with a thickness of 10~15mm, and the pressure of column 4 has been effectively relieved with a thickness of 100~150mm in rubber 13, while improving structure
The thickness of anti-seismic performance, upper steel connecting plate 15 and lower steel connecting plate 16 is 4~6mm, upper steel connecting plate 15 and lower steel connecting plate
16 setting plays booster action, convenient for the connection between each structure sheaf.
A kind of support column for air-raid shelter that the utility model is mentioned, pedestal 10 are arranged under ground 1, column 4
It is arranged on ground 1,4 bottom of column is provided with supporting block 2, and pedestal 10, supporting block 2 and column 4 are integrally formed, the knot
Structure is more secured, and pedestal 10 gos deep into ground 1, can increase the stability of column 4, L shape support column 5 and the setting of lower support column 7
There are four groups, be distributed in the surrounding of column 4, L shape support column 5 is arranged four groups, and the structure setting is very firm, also sets up simultaneously
Lower support column 7, column 4 play further reinforcement, and the top of column 4 is provided with buffer layer 8, and buffer layer 8 includes rubber
Glue 13 and steel ring 14, steel ring 14 are wrapped in 13 periphery of rubber, the pressure of column 4 have been effectively relieved, while improving earthquake-resistant structure
The thickness of performance, upper steel connecting plate 15 and lower steel connecting plate 16 is 4~6mm, upper steel connecting plate 15 and lower steel connecting plate 16
Setting plays booster action, and convenient for the connection between each structure sheaf, several criss-cross add is provided on the outer wall of column 4
Strengthening tendons 17, so that the intensity of column 4 increases, support stake 3 is reinforced concrete structure, supports the connection side between stake 3 and column 4
Formula is welding, is inserted into several I-steel 18 between support stake 3 and column 4 and is reinforced.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel conception and scope is defined.Without departing from the design concept of the present utility model, ordinary people in the field couple
The all variations and modifications that the technical solution of the utility model is made, should fall within the protection scope of the present utility model, this reality
With novel claimed technology contents, it is all described in the claims.
Claims (6)
1. a kind of support column of air-raid shelter, including ground (1), supporting block (2), support stake (3), column (4), L shape
Support column (5), upper support column (6), lower support column (7), buffer layer (8), supporting beam (9) and pedestal (10), it is characterised in that:
The pedestal (10) is arranged under ground (1), and the column (4) is arranged on ground (1), and column (4) bottom is set
It is equipped with supporting block (2), the pedestal (10), supporting block (2) and column (4) are integrally formed, outside the bottom end of the column (4)
It encloses and is provided with support stake (3), be provided with L shape support column (5) between the side and ground (1) of the column (4), it is described " L "
It is provided with lower support column (7) between the upper surface of shape support column (5) and the side of column (4), the column (4) is internally provided with
Supporting steel frame (11), the supporting steel frame (11) and the gap of column (4) have poured mixed mud (12), the top of the column (4)
Portion is provided with buffer layer (8), and the buffer layer (8) includes rubber (13) and steel ring (14), and the steel ring (14) is wrapped in rubber
(13) peripheral, buffer layer (8) top surface is provided with steel connecting plate (15), and buffer layer (8) bottom surface is provided with lower steel and connects
Fishplate bar (16) is provided with supporting beam (9) at the top of the buffer layer (8), the lower end surface of the buffer layer (8) and column (4)
It is provided between side upper support column (6), the upper support column (6) is provided with four groups and is distributed in the four of the column (4)
Week, several criss-cross reinforcing ribs (17) were provided on the outer wall of the column (4).
2. the support column of air-raid shelter according to claim 1 a kind of, it is characterised in that: the material of the column (4)
Matter is steel pipe.
3. the support column of air-raid shelter according to claim 1 a kind of, it is characterised in that: the L shape support column
(5) and lower support column (7) is provided with four groups, is distributed in the surrounding of the column (4).
4. the support column of air-raid shelter according to claim 1 a kind of, it is characterised in that: the support stake (3) is
Reinforced concrete structure, the connection type between support stake (3) and column (4) are welding, the support stake (3) and column
(4) several I-steel (18) are inserted between to be reinforced.
5. the support column of air-raid shelter according to claim 1 a kind of, it is characterised in that: steel ring (14) thickness
For 10~15mm, rubber (13) is with a thickness of 100~150mm.
6. the support column of air-raid shelter according to claim 1 a kind of, it is characterised in that: the upper steel connecting plate
(15) and the thickness of lower steel connecting plate (16) is 4~6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821033411.0U CN208363689U (en) | 2018-07-02 | 2018-07-02 | A kind of support column of air-raid shelter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821033411.0U CN208363689U (en) | 2018-07-02 | 2018-07-02 | A kind of support column of air-raid shelter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363689U true CN208363689U (en) | 2019-01-11 |
Family
ID=65032898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821033411.0U Expired - Fee Related CN208363689U (en) | 2018-07-02 | 2018-07-02 | A kind of support column of air-raid shelter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363689U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980434A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Reinforced concrete column reinforcing structure and construction method thereof |
-
2018
- 2018-07-02 CN CN201821033411.0U patent/CN208363689U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980434A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Reinforced concrete column reinforcing structure and construction method thereof |
| CN111980434B (en) * | 2020-08-04 | 2021-12-17 | 萧云建设股份有限公司 | Reinforced concrete column reinforcing structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190111 Termination date: 20190702 |