CN206737496U - A kind of integral prefabricated concrete assembled base station room - Google Patents
A kind of integral prefabricated concrete assembled base station room Download PDFInfo
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- CN206737496U CN206737496U CN201720457240.3U CN201720457240U CN206737496U CN 206737496 U CN206737496 U CN 206737496U CN 201720457240 U CN201720457240 U CN 201720457240U CN 206737496 U CN206737496 U CN 206737496U
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- concrete
- base station
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- station room
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Abstract
The utility model discloses a kind of integral prefabricated concrete assembled base station room, it is related to house building technology field.The base station room includes basis, bottom panel, peripheral backplate and top plate, the basic tip part is provided with the faulting of slab ends for installing the bottom panel and the peripheral backplate, the bottom panel includes the first heat-insulation layer and the steel fabric sheet being respectively arranged at the top and bottom of first heat-insulation layer, the peripheral backplate includes the first concrete layer and the bar-mat reinforcement being arranged inside first concrete layer, the bar-mat reinforcement is internally provided with the second heat-insulation layer, the top plate includes the second concrete layer and the 3rd heat-insulation layer being arranged inside second concrete layer, the back-shaped groove for being available for the top surface wall of the peripheral backplate to insert is provided with the inside of the top plate.The utility model uses reinforced concrete structure technology, and the connection of all steel node, firm, the modularized production of safety, arrangement is quick, and hexahedron all risk insurance temperature, field operation does not have dust, noise pollution.
Description
Technical field
House building technology field is the utility model is related to, is to be related to a kind of integral prefabricated concrete dress more specifically
With formula base station room.
Background technology
At present, wireless telecommunications can not carry out long-distance transmissions because of the characteristics of its system itself, therefore, it has to Quantity
Enough outdoor base stations.These base stations are built mostly to be exposed under burning sun in spacious field, summer, and winter is exposed in cold wind
In, unfavorable environment temperature causes to have a strong impact on to the communication apparatus set in base station.To be cost-effective, quick construction is existing
Base station room be mostly color steel room, by long-term it was verified that the base station structure of this structure type is not firm enough, tear open
Dress is inconvenient, and anti-theft and anti-damage performance is low, and service life is short, can not meet to be incubated needs, it has to by cold, warm air conditioner
Equipment reaches suitable working environment, and this results in a large amount of consumption of the energy.And week is built in traditional split type base station room
Phase is grown, and reinforced concrete foundation construction is influenceed greatly by season and environment, and cost of investment is high, and floor space is big, and foundation ditch largely excavates,
The environmental pollutions such as waste gas, waste residue, noise are caused, reinforced concrete foundation just can not be moved, in addition, for some once constructing
The difficulty of the signal rapid Cover of the compact districts such as emergency, large-scale game, the construction of traditional base station room or lease is quite big.
Utility model content
The technical problems to be solved in the utility model is to be directed to above-mentioned the deficiencies in the prior art, there is provided a kind of integral prefabricated mixed
Solidifying native assembled base station room, it uses reinforced concrete structure technology, firm, the hexahedron all risk insurance temperature of safety, energy-conserving and environment-protective.
To achieve the above object, technical solution adopted in the utility model is：A kind of integral prefabricated concrete dress is provided
With formula base station room, including basis, bottom panel, peripheral backplate and top plate, the basic tip part is provided with described for installing
The faulting of slab ends of bottom panel and the peripheral backplate, the bottom panel include the first heat-insulation layer and are respectively arranged at first heat-insulation layer
The steel fabric sheet of top and bottom, the peripheral backplate include the first concrete layer and are arranged inside first concrete layer
Bar-mat reinforcement, the bar-mat reinforcement is internally provided with the second heat-insulation layer, and the top plate includes the second concrete layer and is arranged at described
The 3rd heat-insulation layer inside second concrete layer, the top plate inner side, which is provided with, is available for the top surface wall of the peripheral backplate to insert
Back-shaped groove.
Further, the basis is included the first blotter and is arranged at institute using collar tie beam basis, the collar tie beam basis
State the collar tie beam above the first blotter.
Further, the basis uses raft foundation, the raft foundation include the second blotter, be arranged at it is described
Raft plate and the reinforcement being arranged inside the raft foundation above second blotter, the raft plate and the bottom panel are pre-
It is made as one.
Further, the bottom panel uses concrete prefabricated big plate, the bottom panel matcoveredn is set and top to
Inner side is recessed.
Further, the peripheral backplate is the integral prefabricated sandwich thermal insulated concrete slab of surrounding, and the peripheral backplate is set
Door-window opening is equipped with, the door-window opening both sides are provided with full section concrete frame.
Further, the junction of the top plate and the peripheral backplate is provided with marine glue.
Further, it is described basic to be provided with cement mortar between the peripheral backplate and the bottom panel.
Further, the top plate uses the big plate of concrete prefabricated sandwich, integral prefabricated to form.
Further, first heat-insulation layer, second heat-insulation layer and the 3rd heat-insulation layer are EPS warming plates.
Compared with prior art, it is using beneficial effect caused by above-mentioned technical proposal：The face of the utility model six is complete
Portion uses the prefabricated reinforced concrete sandwich wall board of built-in heat insulation layer, and high intensity, high energy-conservation, safety is firm, service life length；Entirely
Steel node couples, and arrangement is quick, and scene only needs rigid bolt affixed or the screens of prefabricated components neck installs to complete overall group
Dress, and recycling can be repeatedly moved, economic convenient, energy-conserving and environment-protective；Complete prefabricated, modularized production, job site are complete in factory
Portion uses dry operation method, no pollution of constructing, and is a kind of no pollution pure green building of earthquake-proof energy-saving；Neat appearance is attractive in appearance,
Personalized designs arrangement can be carried out.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the structural representation of the utility model another kind embodiment.
Fig. 3 is the cross-sectional view of peripheral backplate.
Fig. 4 is the internal structure schematic diagram of peripheral backplate.
Fig. 5 is the structural representation of peripheral backplate and top plate junction.
Fig. 6 is peripheral backplate and top surface and bottom panel and collar tie beam basis connected mode schematic diagram.
Fig. 7 is peripheral backplate and top surface and bottom panel and collar tie beam anchor bolt connection diagram.
Fig. 8 is peripheral backplate and top surface and bottom panel and raft foundation bolt connection schematic diagram.
Wherein, each reference in figure：
1- collar tie beams basis；The blotters of 11- first；12- collar tie beams；2- raft foundations；The blotters of 21- second；22- rafts
Plate；23- reinforcements；3- bottom panels；The heat-insulation layers of 31- first；32- steel fabric sheets；4- peripheries backplate；The concrete layers of 41- first；
42- bar-mat reinforcements；The heat-insulation layers of 43- second；5- top plates；The concrete layers of 51- second；The heat-insulation layers of 52- the 3rd；The back-shaped grooves of 53-；6- door and windows
Hole；7- frames；8- marine glues；9- cement mortar；10- faulting of slab ends.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, is described in further detail to the utility model.It should be appreciated that specific embodiment described herein is only explaining
The utility model, it is not used to limit the utility model.
Embodiment 1：In the present embodiment, Fig. 1, Fig. 3-Fig. 7 are referred to, the utility model includes basis, bottom panel 3, periphery
Backplate 4 and top plate 5, the basic tip part are provided with the faulting of slab ends for installing the bottom panel 3 and the peripheral backplate 4
10, the bottom panel 3 includes the first heat-insulation layer 31 and is respectively arranged at the steel wire of the top and bottom of the first heat-insulation layer 31
Piece 32, the thickness of the first heat-insulation layer 31 are 50-100mm, and the peripheral backplate 4 includes the first concrete layer 41 and is arranged at institute
State the two-way concrete slab net 42 inside the first concrete layer 41, the thickness of the first concrete layer 41 is 50-60mm, the bar-mat reinforcement
42 are internally provided with the second heat-insulation layer 43, and the thickness of the second heat-insulation layer 43 is 40-200mm, and the top plate 5 includes the second coagulation
Soil layer 51 and the 3rd heat-insulation layer 52 being arranged inside second concrete layer 51, the inner side of top plate 5, which is provided with, is available for institute
State the back-shaped groove 53 of the top surface wall insertion of peripheral backplate 4.
Integral prefabricated concrete assembled base station room provided by the utility model, compared with prior art, employs reinforcing bar
Concrete structure technique, firm, the hexahedron all risk insurance temperature of safety, energy-conserving and environment-protective.
Further, referring to Fig. 1, as integral prefabricated concrete assembled base station room provided by the utility model one
Kind embodiment, the basis use collar tie beam basis 1, and the collar tie beam basis 1 includes the first blotter 11 and is arranged at
The collar tie beam 12 of the top of first blotter 11；The thickness of first blotter 11 is not less than 100mm, the collar tie beam basis
When 1 foundation trench excavates, the protective layer that thickness is not less than 40mm is reserved, and carry out ground inspection comprehensively.
Further, Fig. 1, Fig. 6 and Fig. 7 are referred to, as provided by the utility model integral prefabricated concrete assembled
A kind of embodiment in base station room, the bottom panel 3 use concrete prefabricated big plate, and the bottom panel 3 is provided with thickness
Protective layer and top not less than 25mm are recessed to inner side, and the thickness of bottom panel 3 is 100-200mm.
Further, referring to Fig. 3, as integral prefabricated concrete assembled base station room provided by the utility model one
Kind embodiment, the peripheral backplate 4 are the integral prefabricated sandwich thermal insulated concrete slab of surrounding, and the peripheral backplate 4 is set
Door-window opening 6 and other feature reserving holes are equipped with, the both sides of door-window opening 6 are provided with full section concrete frame 7, institute
State the size of frame 7 and be not less than 50mm.
Further, referring to Fig. 5, as integral prefabricated concrete assembled base station room provided by the utility model one
Kind embodiment, the junction of the top plate 5 and the peripheral backplate 4 are provided with marine glue 8, the peripheral backplate 4
Wall is inserted in the back-shaped groove 53, both sides difference reserving gaps, and gluing water-proofing treatment is done in gap.
Further, referring to Fig. 6, as integral prefabricated concrete assembled base station room provided by the utility model one
Kind embodiment, cement mortar 9 is provided between the collar tie beam basis 1 and the peripheral backplate 4 and the bottom panel 3.
Further, Fig. 1 and Fig. 2 are referred to, as integral prefabricated concrete assembled base station provided by the utility model
A kind of embodiment in room, the top plate 5 uses the big plate of concrete prefabricated sandwich, integral prefabricated to form.
Further, Fig. 1-Fig. 4 is referred to, as integral prefabricated concrete assembled base station room provided by the utility model
A kind of embodiment, first heat-insulation layer 31, second heat-insulation layer 43 and the 3rd heat-insulation layer 52 are EPS
Warming plate.
Further, referring to Fig. 7, as integral prefabricated concrete assembled base station room provided by the utility model one
Kind of embodiment, the base station room are connected by screw bolts mode, pre-buried in the peripheral backplate 4 and the collar tie beam basis 1
There is a branch sleeve, built-in connection, reserving installation hole in upper framed side wallboard.During installation, after lower component lifting is in place, it will connect
Bolt is screwed into embedded sleeve barrel, and then lifting top component, pours the post-cast strip in the range of FFL, then lifts top component,
Matching nut is finally tightened, after the completion of connection, mounting hole is filled using mortar.
Embodiment 2：The present embodiment and the structure of embodiment 1 are substantially the same, and difference is：Fig. 2 and Fig. 8 are referred to,
The basis uses raft foundation 2, and the raft foundation 2 includes the second blotter 21, is arranged at second blotter
The raft plate 22 of 21 tops and the reinforcement 23 being arranged inside the raft foundation 2, the raft plate 22 and the bottom panel 3 are prefabricated
It is integrated；During using the raft foundation 2, blinding layer and waterproof layer should be first carried out, then by the prefabricated raft plate 22
Branch is located at specified location.
The face of the utility model six is all using the prefabricated reinforced concrete sandwich wall board of built-in heat insulation layer, high intensity, Gao Jie
Can, safety is firm, service life length；All steel node couples, and arrangement is quick, and scene only needs rigid bolt affixed or prefabricated components
Neck screens is installed to complete overall package, and can repeatedly move recycling, economic convenient, energy-conserving and environment-protective；It is complete pre- in factory
System, modularized production, all using dry operation method, no pollution of constructing, is a kind of no pollution of earthquake-proof energy-saving for job site
Pure green is built；Neat appearance is attractive in appearance, can carry out personalized designs arrangement.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical scheme and its design is subject to equivalent substitution or change, should all cover within the scope of protection of the utility model.
Claims (9)
- A kind of 1. integral prefabricated concrete assembled base station room, it is characterised in that：Including basis, bottom panel（3）, peripheral backplate （4）And top plate（5）, the basic tip part is provided with for installing the bottom panel（3）With the peripheral backplate（4）Mistake Platform（10）, the bottom panel（3）Including the first heat-insulation layer（31）Be respectively arranged at first heat-insulation layer（31）Top and bottom The steel fabric sheet in portion（32）, the peripheral backplate（4）Including the first concrete layer（41）Be arranged at first concrete layer （41）Internal bar-mat reinforcement（42）, the bar-mat reinforcement（42）It is internally provided with the second heat-insulation layer（43）, the top plate（5）Including Two concrete layers（51）Be arranged at second concrete layer（51）The 3rd internal heat-insulation layer（52）, the top plate（5）It is interior Side, which is provided with, is available for the peripheral backplate（4）Top surface wall insertion back-shaped groove（53）.
- 2. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：Adopt on the basis With collar tie beam basis（1）, the collar tie beam basis（1）Including the first blotter（11）Be arranged at first blotter（11） The collar tie beam of top（12）.
- 3. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：Adopt on the basis Use raft foundation（2）, the raft foundation（2）Including the second blotter（21）, be arranged at second blotter（21） The raft plate of top（22）Be arranged at the raft foundation（2）Internal reinforcement（23）, the raft plate（22）With the bottom surface Plate（3）It is prefabricated to be integrated.
- 4. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：The bottom panel （3）Using concrete prefabricated big plate, the bottom panel（3）Matcoveredn is set and top is recessed to inner side.
- 5. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：The peripheral protective Plate（4）For the integral prefabricated sandwich thermal insulated concrete slab of surrounding, the peripheral backplate（4）It is provided with door-window opening（6）, the door Window hole（6）Both sides are provided with full section concrete frame（7）.
- 6. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：The top plate （5）With the peripheral backplate（4）Junction be provided with marine glue（8）.
- 7. the integral prefabricated concrete assembled base station room of one kind according to claim 2, it is characterised in that：The collar tie beam base Plinth（1）With the peripheral backplate（4）And the bottom panel（3）Between be provided with cement mortar（9）.
- 8. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：The top plate （5）It is integral prefabricated to form using the big plate of concrete prefabricated sandwich.
- 9. the integral prefabricated concrete assembled base station room of one kind according to claim 1, it is characterised in that：Described first protects Warm layer（31）, second heat-insulation layer（43）With the 3rd heat-insulation layer（52）It is EPS warming plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720457240.3U CN206737496U (en) | 2017-04-27 | 2017-04-27 | A kind of integral prefabricated concrete assembled base station room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720457240.3U CN206737496U (en) | 2017-04-27 | 2017-04-27 | A kind of integral prefabricated concrete assembled base station room |
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| Publication Number | Publication Date |
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| CN206737496U true CN206737496U (en) | 2017-12-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720457240.3U Active CN206737496U (en) | 2017-04-27 | 2017-04-27 | A kind of integral prefabricated concrete assembled base station room |
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| CN (1) | CN206737496U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360575A (en) * | 2018-02-27 | 2018-08-03 | 上海绿筑住宅系统科技有限公司 | A kind of construction method of ground |
-
2017
- 2017-04-27 CN CN201720457240.3U patent/CN206737496U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360575A (en) * | 2018-02-27 | 2018-08-03 | 上海绿筑住宅系统科技有限公司 | A kind of construction method of ground |
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