CN209384748U - A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall - Google Patents
A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall Download PDFInfo
- Publication number
- CN209384748U CN209384748U CN201822196513.0U CN201822196513U CN209384748U CN 209384748 U CN209384748 U CN 209384748U CN 201822196513 U CN201822196513 U CN 201822196513U CN 209384748 U CN209384748 U CN 209384748U
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- Prior art keywords
- coal
- stopping wall
- cored slab
- steel strut
- basis
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- 239000003245 coal Substances 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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Abstract
The utility model discloses a kind of closing coal yard SP prestressed cored slab assembled coal-stopping walls, it is characterised in that: closes and is provided with coal-stopping wall in two long rectangular edges of coal yard;Coal-stopping wall is located between two seat posts, coal-stopping wall includes prefabricated coal-stopping wall basis, coal-stopping wall basis instrument is in below ground, steel strut built-in fitting and bracing members built-in fitting are provided on the basis of coal-stopping wall, vertical steel strut is provided on steel strut built-in fitting, inclined bracing members are provided on bracing members built-in fitting, the other end of bracing members is fixedly connected with steel strut, it is disposed with prefabricated SP prestressed cored slab from bottom to up along the axial direction of steel strut, SP prestressed cored slab is fixedly connected with steel strut.Coal-stopping wall provided by the utility model assembles coal-stopping wall using SP prestressed cored slab, greatly reduces field operation construction, construction period and site operation expense is greatly reduced;SP prestressed cored slab structure is high-strength, has saved reinforcing bar and concrete amount, saves project cost.
Description
Technical field
The utility model belongs to power plant's closing coal yard field, and in particular to a kind of closing coal yard SP prestressed cored slab assembly
Formula coal-stopping wall.
Background technique
The a large amount of coal that burns is needed in the operational process of thermal power plant, for the safe operation for guaranteeing power plant, power plant needs to have
The standby ability for prestoring few hundred thousand tonnes of coal, current environmental requirement are increasingly stringenter, and the enclosed circular coal yard or item are applied in coal storage place more
Shape closed coal yard.It for a Shape closed coal yard, closes rack structural bearings spacing and is generally 8~16 meters, close coal yard to meet
Interior safe operation, grid structure seat post height are about 2.5~3.0 meters, and seat post is born responsibility horizontal by very big grid structure
Power, the processing of seat post basic foundation generally use pile foundation, and embedded depth of foundation is about -2.5~-3.0 meters.To store in a limited space
More coals need the coal-stopping wall in the surrounding setting certain altitude of closing coal yard, and coal-stopping wall height is generally 2.5~3.0 meters,
About -1.5~-2.5 meters of embedded depth of foundation, closing coal yard net rack support column is primarily subjected to close network structure vertical force and horizontal force,
And basis and pile foundation are transmitted to up by column, closing coal yard coal-stopping wall is primarily subjected to the lateral pressure of coal piling in coal yard, and
It is passed on basis or side supports column by coal-stopping wall body structure;Coal-stopping wall is monolithic reinforced concrete structure in engineering at present.
Monolithic reinforced concrete structure is advantageous in coal-stopping wall application, and there is also disadvantages, due to cast-in-situ steel reinforced concrete
Structure construction procedure all needs to complete at the scene, and the complex procedures such as reinforcing bar binding, distribution construction, construction period is longer, occupies
Construction personnel is more, and whole cost is larger.
Utility model content
For above-mentioned disadvantage existing in the prior art, the purpose of the utility model is to provide a kind of closing coal yard SP to answer in advance
Power cored slab assembled coal-stopping wall.
The purpose of this utility model is achieved through the following technical solutions.
A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall, including seat post basis pile foundation, support column foundation,
Seat post and grid structure, the seat post basis instrument is in the pile foundation of seat post basis, seat post basis pile foundation and seat post
Basis is arranged at below ground, and seat post is arranged on the basis of seat post;
Coal-stopping wall is located between two seat posts, and coal-stopping wall includes prefabricated coal-stopping wall basis, and coal-stopping wall basis instrument is on ground
Face is provided with steel strut built-in fitting and bracing members is pre- hereinafter, coal-stopping wall basis is not contacted with support column foundation on the basis of coal-stopping wall
Embedded part is provided with vertical steel strut on steel strut built-in fitting, inclined bracing members, bracing members is provided on bracing members built-in fitting
The other end be fixedly connected with steel strut;It is disposed with prefabricated SP pre-stress hollow from bottom to up along the axial direction of steel strut
Plate, SP prestressed cored slab are fixedly connected with steel strut.
The length of the SP prestressed cored slab is less than the length between the seat post of both ends.
Seat post basis pile foundation, support column foundation and seat post are separately positioned on four rectangular dots of closing coal yard
On, grid structure is arranged in four seat posts, closes and is provided with coal-stopping wall in two long rectangular edges of coal yard.
The steel strut uses H profile steel.
The utility model has the following beneficial effects: coal-stopping wall provided by the utility model is using SP prestressed cored slab assembly gear
Coal wall greatly reduces field operation construction, construction period and site operation expense is greatly reduced;SP pre-stress hollow is hardened
Structure is high-strength, has saved reinforcing bar and concrete amount, saves project cost.
Detailed description of the invention
Fig. 1 is the floor plan of the utility model.
Fig. 2 is the facade layout drawing of the utility model.
Fig. 3 is the coal-stopping wall cross-section diagram of the utility model.
In figure, 1 is seat post basis pile foundation, and 2 be support column foundation, and 3 be seat post, and 4 be coal-stopping wall basis, and 5 be SP pre-
Stress cored slab, 6 be steel strut, and 7 be bracing members, and 8 be steel strut built-in fitting, and 9 be bracing members built-in fitting.
Specific embodiment
As shown in Figures 1 to 3, a kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall is used for a Shape closed coal yard;
Including seat post basis pile foundation 1, support column foundation 2, seat post 3 and grid structure, seat post basis pile foundation 1 is used in bottommost
Support carriers column foundation 2, the cross-sectional area of support column foundation 2 are much larger than the cross-sectional area of seat post 3.
Support column foundation 2 is arranged in seat post basis pile foundation 1, and seat post basis pile foundation 1 and support column foundation 2 are respectively provided with
In below ground, seat post 3 is arranged on support column foundation 2, and seat post basis pile foundation 1, support column foundation 2 and seat post 3 are divided
It is not arranged in four rectangular dots of closing coal yard, grid structure is arranged in four seat posts, closes two long squares of coal yard
Shape is provided with coal-stopping wall on side.
Coal-stopping wall is located between two seat posts 3, and coal-stopping wall includes prefabricated coal-stopping wall basis 4, coal-stopping wall basis 4 it is transversal
Area is much larger than the cross-sectional area of steel strut 6;4 setting of coal-stopping wall basis is in below ground, coal-stopping wall basis 4 and support column foundation
2 do not contact, and steel strut built-in fitting 8 and bracing members built-in fitting 9 are provided on coal-stopping wall basis 4, is provided on steel strut built-in fitting 9
Vertical steel strut 6, steel strut 6 use H profile steel;Be provided with inclined bracing members 7 on bracing members built-in fitting 9, bracing members 7 it is another
One end is fixedly connected with steel strut 6.
It is disposed with prefabricated SP prestressed cored slab 5 from bottom to up along the axial direction of steel strut 6, the SP of bottommost is pre-
In below ground, upper top surface is arranged more than ground for the bottom surface setting of stress cored slab 5;The length of SP prestressed cored slab 5
Less than the length between both ends seat post 3, SP prestressed cored slab 5 is fixedly connected with steel strut 6;In use, SP prestressing force is empty
The both ends of core 5 are not contacted with seat post 3.
The working principle of the utility model are as follows: according to design construction standard, prefabricated coal-stopping wall basis 4 and SP pre-stress hollow
Steel strut built-in fitting 8 and bracing members built-in fitting 9 is arranged according to the top surface calculated on prefabricated coal-stopping wall basis 4, to connect in plate 5
Steel strut 6 and bracing members 7, steel strut 6 are vertically arranged, and to connect SP prestressed cored slab 5, form coal-stopping wall metope, SP is pre-
The both ends of stress cored slab 5 are not contacted with seat post 3, to reduce horizontal thrust suffered by seat post 3;Bracing members 7 tilt
Setting is used to support steel strut 6, bears the horizontal thrust of coal piling.
Other technologies are referring to the prior art.
The above is only preferred embodiments of the present invention, is not the limit to technical solutions of the utility model
It is fixed, it is noted that those skilled in the art can also make further improvement under the premise of art technology scheme
And change, these improve and change should all cover it is within the protection scope of the present utility model.
Claims (4)
1. a kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall, it is characterised in that: including seat post basis pile foundation
(1), support column foundation (2), seat post (3) and grid structure, the support column foundation (2) are arranged in seat post basis pile foundation
(1) on, seat post basis pile foundation (1) and support column foundation (2) are arranged at below ground, and seat post (3) is arranged in seat post
On basic (2);
Coal-stopping wall is located between two seat posts (3), and coal-stopping wall includes that prefabricated coal-stopping wall is basic (4), coal-stopping wall basis (4) setting
In below ground, coal-stopping wall basis (4) is not contacted with support column foundation (2), and it is pre-buried to be provided with steel strut on coal-stopping wall basis (4)
Part (8) and bracing members built-in fitting (9) are provided with vertical steel strut (6) on steel strut built-in fitting (8), bracing members built-in fitting (9)
On be provided with inclined bracing members (7), the other end of bracing members (7) is fixedly connected with steel strut (6);Axis along steel strut (6)
It is disposed with prefabricated SP prestressed cored slab (5) from bottom to up to direction, SP prestressed cored slab (5) and steel strut (6) are solid
Fixed connection.
2. closing coal yard SP prestressed cored slab assembled coal-stopping wall according to claim 1, it is characterised in that: the SP
The length of prestressed cored slab (5) is less than the length between both ends seat post (3).
3. closing coal yard SP prestressed cored slab assembled coal-stopping wall according to claim 1, it is characterised in that: the branch
Seat pillar basis pile foundation (1), support column foundation (2) and seat post (3) are separately positioned in four rectangular dots of closing coal yard, rack
Structure setting is closed on four seat posts (3) and is provided with coal-stopping wall in two long rectangular edges of coal yard.
4. closing coal yard SP prestressed cored slab assembled coal-stopping wall according to claim 1, it is characterised in that: the steel
Pillar (6) uses H profile steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201822196513.0U CN209384748U (en) | 2018-12-26 | 2018-12-26 | A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201822196513.0U CN209384748U (en) | 2018-12-26 | 2018-12-26 | A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall |
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CN209384748U true CN209384748U (en) | 2019-09-13 |
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CN201822196513.0U Expired - Fee Related CN209384748U (en) | 2018-12-26 | 2018-12-26 | A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113107249A (en) * | 2021-03-10 | 2021-07-13 | 中国电建集团河北省电力勘测设计研究院有限公司 | Assembled keeps off coal wall |
-
2018
- 2018-12-26 CN CN201822196513.0U patent/CN209384748U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113107249A (en) * | 2021-03-10 | 2021-07-13 | 中国电建集团河北省电力勘测设计研究院有限公司 | Assembled keeps off coal wall |
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Legal Events
Date | Code | Title | Description |
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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: 20190913 |