CN206220611U - A kind of diameter Silo plane roof - Google Patents
A kind of diameter Silo plane roof Download PDFInfo
- Publication number
- CN206220611U CN206220611U CN201621250940.7U CN201621250940U CN206220611U CN 206220611 U CN206220611 U CN 206220611U CN 201621250940 U CN201621250940 U CN 201621250940U CN 206220611 U CN206220611 U CN 206220611U
- Authority
- CN
- China
- Prior art keywords
- secondary beam
- girder
- vestibule
- roof
- lid
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 abstract description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 210000002784 stomach Anatomy 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of diameter Silo plane roof, including upper vestibule（2）, the first secondary beam（7）And lid（1）, upper vestibule（2）It is enclosed construction, the first secondary beam（7）With upper vestibule（2）Girder（4）Lower edge is fixedly connected, the first secondary beam（7）It is multiple, adjacent first secondary beam（7）Between be vertically arranged the second secondary beam（8）, the first secondary beam（7）With the second secondary beam（8）Upper surface be same level, lid（1）It is laid on vestibule（2）Interior bottom upper surface and the first secondary beam（7）With the second secondary beam（8）Upper surface.Diameter Silo plane roof disclosed in the utility model can effectively solve the problems, such as that big diameter Silo vertex of a cone roof construction difficulty, poor waterproof properties, silo roof equipment easy-to-rust maintenance cost are high.
Description
Technical field
The utility model belongs to architectural design technical field, and in particular to a kind of diameter Silo plane roof.
Background technology
Diameter Silo is that a kind of single storage amount is big, unit grain storage floor space is small, structure stress reasonable, mechanization degree
Storehouse type high, is widely used in Grain Trade at present, and such storehouse type is larger due to span, and silo roof lid is typically using cast-in-place
Armored concrete cone roof system, but roof waterproof effect is very undesirable, and concrete shakes when reason is conical roofing construction
The real difficulty of puddling, roof structure layer easily glide and drive waterproof roll to glide and cause coiled material tear etc., and cast in place reinforced bar is mixed
Solidifying soil conical broach roof difficulty of construction is big, it usually needs set full hall scaffold, and construction safety hidden danger is big, and this outside upper vestibule is located at
Vertex of a cone upper end, sets enclosed structure difficulty, so that equipment corrosion is serious, equipment maintenance cost is high and work high above the ground maintenance is not square
Just, rainy and coastal area is more very.Therefore, it is badly in need of research and development Novel major diameter silo roof system to improve above mentioned problem.
Application number CN201320240064.X discloses a kind of grain lid, and the grain lid is circle, the upper surface of grain lid from
The interior reinforcement that annular is sequentially provided with to outward, the edge of grain lid is provided with flange, and iron wire is provided with flange, grain lid
Upper surface is additionally provided with reinforcing rib, reinforces the edge that rib two ends are welded on grain lid upper surface, and the outer surface of iron wire is set
There is rubber layer.The structure is disadvantageous in that：Grain lid is monolithic construction, and suitable Minitype granary is used, for major diameter
Silo implement it is more difficult.
Utility model content
The utility model is directed to big diameter Silo vertex of a cone roof construction difficulty, poor waterproof properties, silo roof equipment corrosion dimension
A kind of costly problem of shield, there is provided plane roof, can avoid roofing concrete in order to avoid template, exempting from scaffold construction
Tear that vibration compacting is difficult and waterproof roll glides, the problems such as silo roof equipment corrosion can be avoided.
To reach above-mentioned purpose, the utility model uses following technical scheme：
A kind of diameter Silo plane roof, including upper vestibule, the first secondary beam and lid, the upper vestibule are closed knot
Structure includes girder, the building enclosure positioned at girder both sides and the top board above girder, and the girder is deck truss knot
Structure, first secondary beam is fixedly connected with the lower edge of the girder of the upper vestibule, and first secondary beam is multiple, adjacent first time
It is vertically arranged the second secondary beam between beam, the upper surface of the first secondary beam and the second secondary beam is same level, and the lid is laid on
The upper surface at the interior bottom of the upper vestibule and the upper surface of first secondary beam and the second secondary beam.
Further, first secondary beam is distributed in vestibule both sides, and one end of the first secondary beam is vertical with the lower edge of girder
It is fixedly connected,
Further, the lid is with diameter greater than 20 meters.
Further, the lid is profiled sheet cast-in-situ steel reinforced concrete composite floor.
Further, the girder is two Pin deck truss structures.
Further, the building enclosure is masonry or Light trabses, and the top board is profiled sheet cast in place reinforced bar coagulation
Native composite floor.
Further, the second secondary beam between adjacent first secondary beam is multiple.
The beneficial effects of the utility model are：
1. vestibule is gone up including girder, the first secondary beam is fixed in girder lower end both sides, and the is set between the first secondary beam
Two secondary beams, flat roof type frame structure of the present utility model is constituted with this, and lid composition flat roof type roof system is laid above framework, this
Structure design can save the operation such as erecting scaffold and shuttering supporting part with respect to taper or spherical roof system, save building
Making time and cost.
2. vestibule is gone up across the upper end of diameter Silo, so as to reduce the span of the secondary beam of roof system first, there is provided structure sets
The reasonability and economy of meter.
3. the utility model is flat-roof structure, and lid can use profiled sheet cast-in-situ steel reinforced concrete composite floor,
Avoid the concrete vibrating of vertex of a cone roof system closely knit difficult and waterproof roll glides the problem of tear, while having that construction is simple, making
Valency is low, short construction period advantage.
4. building enclosure is set in the both sides of girder, top board uses profiled sheet cast-in-situ steel reinforced concrete composite floor, makes
Upper vestibule is enclosed construction, so as to solve the problems, such as that outdoor vestibule equipment corrosion is fast, maintenance cost is high.
Brief description of the drawings
The utility model is further described below in conjunction with the accompanying drawings：
Fig. 1 is the silo roof floor map of the utility model diameter Silo plane roof；
Fig. 2 is the silo roof horizontal section schematic diagram of the utility model diameter Silo plane roof；
Fig. 3 is the silo roof longitudinal profile schematic diagram of the utility model diameter Silo plane roof；
Label in figure：1- lids, the upper vestibules of 2-, 3- building enclosures, 4- girders, 5- top boards, 6- bulkheads, the secondary beams of 7- first,
The secondary beams of 8- second, 9- windows.
Specific embodiment
As shown in Figure 1 to Figure 3：The utility model includes upper vestibule 2, the first secondary beam 7 and lid 1, and lid 1 is profiled sheet
Cast-in-situ steel reinforced concrete composite floor, upper vestibule 2 is that enclosed construction includes building enclosure 3, girder 4 and top board 5, building enclosure 3
The both sides for being located at girder 4 using Light trabses are closed to the both sides of girder 4, and multiple windows 9, window are set in building enclosure 3
Mouth 9 increases the intensity of illumination in upper vestibule 2, beneficial to operation；Girder 4 is two Pin deck truss structures, and top board 5 is profiled sheet
Cast-in-situ steel reinforced concrete composite floor is closed to the top of girder 4, and the first secondary beam 7 is for multiple and is distributed in vestibule 2
Both sides, the first secondary beam 7 is vertical with the lower end of upper vestibule 2 to be fixedly connected, and is vertically fixed between the first adjacent secondary beam 7 per side
Connect multiple second secondary beams 8, the upper surface of the first secondary beam 7 and the second secondary beam 8 is located at same level, and lid 1 is laid on logical
The upper surface at the interior bottom of corridor and the upper surface of first secondary beam and the second secondary beam.It may be noted that the first secondary beam 7 and upper vestibule 2
It is bolted to connection, is bolted to connection between the first secondary beam 7 and the second secondary beam 8, the first secondary beam 7, the second secondary beam 8
It is steel structure girder.
The utility model in fabrication and installation, can in floor manufacture girder 4, after the completion of lifted and the top of bulkhead 6
It is fixed by bolt, one end of the first secondary beam 7 is fixedly connected with the lower edge of girder 4, the other end and bulkhead of the first secondary beam 7
6 are bolted to connection, and then arrange lid 1, and lid 1 is that monolithic construction covers the first secondary beam 7 and the second secondary beam 8 simultaneously
Upper surface and girder 4 interior bottom, finally around girder 4 arrange building enclosure 3 and top board 5.
It is noted that being not limited to foregoing description form described in the frame mode of each part of the utility model, for example, lead
Girder construction 4 or prestressing force（It is non-prestressed）Concrete rigid frame, the first secondary beam 7 and the second secondary beam 8 or base-supporting truss
Structure or empty stomach concrete steel（Concrete）Beam, lid 1 or normal concrete structure.
Finally illustrate, above example is only used to illustrate the technical solution of the utility model and unrestricted, this area
Other modifications or equivalent that those of ordinary skill is made to the technical solution of the utility model, without departing from this practicality
The spirit and scope of new technique scheme, all should cover in the middle of right of the present utility model.
Claims (7)
1. a kind of diameter Silo plane roof, it is characterised in that：Including upper vestibule, the first secondary beam and lid, the upper vestibule
For enclosed construction includes girder, the building enclosure positioned at girder both sides and the top board above girder, the girder is upper
Formula truss structure is held, first secondary beam is fixedly connected with the lower edge of the girder of the upper vestibule, first secondary beam is multiple,
It is vertically arranged the second secondary beam between adjacent first secondary beam, the upper surface of the first secondary beam and the second secondary beam is same level, described
Lid is laid on the upper surface at the interior bottom of the upper vestibule and the upper surface of first secondary beam and the second secondary beam.
2. a kind of diameter Silo plane roof as claimed in claim 1, it is characterised in that：First secondary beam is distributed in
Vestibule both sides, one end of the first secondary beam is vertical with the lower edge of girder to be fixedly connected.
3. diameter Silo plane roof as claimed in claim 1, it is characterised in that：The lid is with diameter greater than 20 meters.
4. a kind of diameter Silo plane roof as claimed in claim 1, it is characterised in that：The lid is existing for profiled sheet
Pour reinforced concrete combination floor.
5. a kind of diameter Silo plane roof as claimed in claim 1, it is characterised in that：The girder is two Pin deck types
Truss structure.
6. a kind of diameter Silo plane roof as claimed in claim 1, it is characterised in that：The building enclosure be masonry or
Light trabses, the top board is profiled sheet cast-in-situ steel reinforced concrete composite floor.
7. a kind of diameter Silo plane roof as claimed in claim 1, it is characterised in that：Between adjacent first secondary beam
The second secondary beam for multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621250940.7U CN206220611U (en) | 2016-11-22 | 2016-11-22 | A kind of diameter Silo plane roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621250940.7U CN206220611U (en) | 2016-11-22 | 2016-11-22 | A kind of diameter Silo plane roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220611U true CN206220611U (en) | 2017-06-06 |
Family
ID=58790608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621250940.7U Active CN206220611U (en) | 2016-11-22 | 2016-11-22 | A kind of diameter Silo plane roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220611U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401252A (en) * | 2016-11-22 | 2017-02-15 | 河南工大设计研究院 | Flat roof of large-diameter silo and silo |
-
2016
- 2016-11-22 CN CN201621250940.7U patent/CN206220611U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401252A (en) * | 2016-11-22 | 2017-02-15 | 河南工大设计研究院 | Flat roof of large-diameter silo and silo |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205637106U (en) | Building structure system of completely assembling formula steel construction | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN104790681B (en) | A kind of prevent unstability outside body of wall face from causing the device that masonry structure building earthquake is collapsed | |
| CN104612448A (en) | Steel structure grain bin and mounting method thereof | |
| CN104818772B (en) | A kind of large span long cantilever conjoined structure and construction technology | |
| CN203441073U (en) | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column | |
| CN109339323A (en) | A kind of assembled integral hollow floor structure system and its construction method | |
| CN108612315A (en) | A kind of assembled mixed structure Frame-Shear Wall building system and construction method | |
| CN206971471U (en) | One kind interval steel pipe and combined concrete shear wall system | |
| CN110230414A (en) | A kind of assembled platform canopy and its installation method | |
| CN106401252A (en) | Flat roof of large-diameter silo and silo | |
| CN111749133A (en) | Beam-arch combined rigid frame bridge and construction method of bridge pier thereof | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN206233656U (en) | Steel frame mill building structure | |
| CN206220321U (en) | A kind of SC systems stiffness hollow core laminated slab | |
| CN208415293U (en) | Integral prefabricated assembled main transformer foundation for indoor substation | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN108316337A (en) | Integral prefabricated assembled main transformer foundation and oil pit structure for indoor substation | |
| CN206220611U (en) | A kind of diameter Silo plane roof | |
| CN207376945U (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system | |
| CN202865996U (en) | Room modular structure for nuclear power plant | |
| CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
| CN210421148U (en) | Prefabricated looped netowrk cabinet basis of haydite concrete | |
| CN203795459U (en) | Foundation structure of tower crane for high-altitude roofs | |
| CN104652853B (en) | Quick lifting installation building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |