CN208039307U - A kind of novel double-channel precast concrete pipe gallery structure - Google Patents
A kind of novel double-channel precast concrete pipe gallery structure Download PDFInfo
- Publication number
- CN208039307U CN208039307U CN201820350705.XU CN201820350705U CN208039307U CN 208039307 U CN208039307 U CN 208039307U CN 201820350705 U CN201820350705 U CN 201820350705U CN 208039307 U CN208039307 U CN 208039307U
- Authority
- CN
- China
- Prior art keywords
- pedestal
- cover board
- socket
- bellmouth
- pipe gallery
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model is related to building element technical field more particularly to a kind of novel double-channel precast concrete pipe gallery structures, including：Piping lane unit, pedestal, cover board；The resemblance of facing of the piping lane unit is in Type B, and piping lane unit is poured by a pedestal and three cover boards by cast-in-place concrete；One end of the pedestal is provided with pedestal socket；The other end of the pedestal is provided with pedestal bellmouth；Convex plug-in unit and wall slot are provided on the pedestal；One end of the cover board is provided with cover board bellmouth；The other end of the cover board is provided with cover board socket；The centre of the cover board is provided with partition wall and side wall；The partition wall and side wall bottom are both provided with recessed socket.The utility model through the above structure on improvement, have reasonable in design, construction efficiency is high, and structural stability is strong, enhances anti-pressure ability, on-site consolidation combination, the advantages of being readily transported, to the problem of effective solution existing apparatus and deficiency.
Description
Technical field
The utility model is related to building element technical field more particularly to a kind of novel double-channel precast concrete pipe gallery knots
Structure.
Background technology
Underground pipe gallery is also known as common trench, it is to implement unified planning, design, construction and maintenance, is built in Urban Underground and is used for
Lay municipal public use pipeline public utility, refer to Urban Underground for concentrate laying electric power, communication, radio and television,
The public tunnel of the municipal pipelines such as water supply, draining, heating power, combustion gas.
Because binary channels tube lane dimension is bigger, integrated precast piping lane is often very heavy, is brought to transport and on-site hoisting
Many inconvenience, low construction efficiency, it is pre- that also a kind of assembled pipe gallery way is that pedestal, side plate and top plate are separated in factory
System is combined to on-site consolidation；But, although this way overcomes the inconvenience that integrated precast pipe gallery weight band comes, but
It is that structural stability is poor after side plate is assembled with top plate, compressive effect is bad.
Utility model content
The purpose of this utility model is to provide a kind of novel double-channel precast concrete pipe gallery structures, to solve the above-mentioned back of the body
The structure design proposed in scape technology is unreasonable, low construction efficiency, it has not been convenient to transport, structural stability is poor, compressive effect difference
Problem and shortage.
The purpose of this utility model and effect are reached by technical solution in detail below：
A kind of novel double-channel precast concrete pipe gallery structure, including：Piping lane unit, pedestal, cover board, cast-in-place concrete,
Pedestal socket, pedestal bellmouth, convex plug-in unit, wall slot, partition wall, cover board bellmouth, cover board socket, recessed socket, side wall；The piping lane
The resemblance of facing of unit is in Type B, and piping lane unit is poured by a pedestal and three cover boards by cast-in-place concrete；
One end of the pedestal is provided with pedestal socket；The other end of the pedestal is provided with pedestal bellmouth；It is provided on the pedestal
Convex plug-in unit and wall slot；One end of the cover board is provided with cover board bellmouth；The other end of the cover board is provided with cover board socket；
The centre of the cover board is provided with partition wall and side wall；The partition wall and side wall bottom are both provided with recessed socket.
As advanced optimizing for the technical program, a kind of novel double-channel precast concrete pipe gallery structure of the utility model
The resemblance of facing of the cover board is in M types, and side wall symmetrical expression is arranged in the both sides of partition wall.
As advanced optimizing for the technical program, a kind of novel double-channel precast concrete pipe gallery structure of the utility model
The partition wall and side wall pour gap with the formation of wall slot, and cast-in-place concrete setting is poured described in gap.
As advanced optimizing for the technical program, a kind of novel double-channel precast concrete pipe gallery structure of the utility model
The convex plug-in unit is matched with the shape of recessed socket.
As advanced optimizing for the technical program, a kind of novel double-channel precast concrete pipe gallery structure of the utility model
The pedestal socket is matched with the shape of pedestal bellmouth.
As advanced optimizing for the technical program, a kind of novel double-channel precast concrete pipe gallery structure of the utility model
The cover board bellmouth is matched with the shape of cover board socket.
Due to the application of the above technical scheme, the utility model has following advantages compared with prior art：
1, the resemblance of facing that the utility model passes through piping lane unit is in Type B, and piping lane unit is by a pedestal and three
A cover board is arranged made of being poured by cast-in-place concrete, not only increases the structural stability of piping lane unit, and effect of constructing
Rate is high, is readily transported.
2, the resemblance of facing that the utility model passes through cover board is in M types, and side wall symmetrical expression is arranged in the both sides of partition wall
Setting, formed upper end be arcuate structure binary channels, structural stability is strong, enhances anti-pressure ability.
3, the utility model pours gap by partition wall and side wall and the formation of wall slot, and cast-in-place concrete is arranged in institute
The setting poured in gap is stated, the assembling combination at scene is conducive to.
4, the utility model through the above structure on improvement, have reasonable in design, construction efficiency is high, stable structure
Property it is strong, enhance anti-pressure ability, on-site consolidation combination, the advantages of being readily transported, to be deposited in effective solution existing apparatus
The problem of and deficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the schematic diagram of base structure of the utility model；
Fig. 3 is the covering plate structure schematic diagram of the utility model；
Fig. 4 is the plate shaft geodesic structure schematic diagram of the utility model.
In figure：Piping lane unit 1, pedestal 2, cover board 3, cast-in-place concrete 4, pedestal socket 201, pedestal bellmouth 202, convex plug-in unit
203, wall slot 204, partition wall 301, cover board bellmouth 302, cover board socket 303, recessed socket 304, side wall 305.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
It please refers to Fig.1 to Fig.4, the utility model provides a kind of novel double-channel precast concrete pipe gallery structure technology side
Case：
A kind of novel double-channel precast concrete pipe gallery structure, including：Piping lane unit 1, pedestal 2, cover board 3, cast-in-place coagulation
Soil 4, pedestal socket 201, pedestal bellmouth 202, convex plug-in unit 203, wall slot 204, partition wall 301, cover board bellmouth 302, cover board are inserted
Mouth 303, recessed socket 304, side wall 305；Piping lane unit 1 face resemblance be in Type B, and piping lane unit 1 by a pedestal 2 with
Three cover boards 3 are poured by cast-in-place concrete 4；One end of pedestal 2 is provided with pedestal socket 201；The other end of pedestal 2 is set
It is equipped with pedestal bellmouth 202；Convex plug-in unit 203 and wall slot 204 are provided on pedestal 2；One end of cover board 3 is provided with cover board bellmouth
302；The other end of cover board 3 is provided with cover board socket 303；The centre of cover board 3 is provided with partition wall 301 and side wall 305；Partition wall 301
And 305 bottom of side wall is both provided with recessed socket 304.
Specifically, the resemblance of facing of cover board 3 is in M types, and 305 symmetrical expression of side wall is arranged in the both sides of partition wall 301, shape
At the binary channels that upper end is arcuate structure, structural stability is strong, enhances anti-pressure ability.
Specifically, partition wall 301 and side wall 305 pour gap with the formation of wall slot 204, and the setting of cast-in-place concrete 4 exists
It is described to pour in gap, it is conducive to the assembling combination at scene.
Specifically, convex plug-in unit 203 is matched with the shape of recessed socket 304, it is conducive to pedestal 2 and is positioned with the assembled of cover board 3.
Specifically, pedestal socket 201 is matched with the shape of pedestal bellmouth 202, be conducive to the assembly between pedestal 2.
Specifically, cover board bellmouth 302 is matched with the shape of cover board socket 303, the assembly being conducive between cover board 3.
Specifically used method and effect：
When using the device, cover board 3 is installed in the wall slot 204 of pedestal 2, makes convex plug-in unit 203 and recessed socket 304
Good combination makes between cover board 3 since the both ends of cover board 3 are respectively cover board bellmouth 302 and cover board socket 303 through socket joint side
Formula connects, and is conducive to assembly, installs three cover boards 3 on pedestal 2, improve the structural stability of piping lane unit 1, the upper end of cover board 3
For arcuate structure, structural stability is strong, enhances anti-pressure ability, the both ends of pedestal 2 are respectively pedestal socket 201 and pedestal bellmouth
202, make to connect by Push-fit between pedestal 2, be conducive to assembly, in the assembled completion of pedestal 2 and cover board 3 of each construction section
Afterwards, gap is poured with what wall slot 204 was formed with concreting partition wall 301 and side wall 305, construction efficiency is high, and structure is steady
It is qualitative strong, anti-pressure ability is enhanced, on-site consolidation combination is readily transported.
In summary：A kind of novel double-channel precast concrete pipe gallery structure faces shape spy by piping lane unit
Sign is arranged made of being poured by cast-in-place concrete with three cover boards by a pedestal in Type B, and piping lane unit, not only increases
The structural stability of piping lane unit, and construction efficiency is high, is readily transported；It is in M types, and side by the resemblance of facing of cover board
The setting in the both sides of partition wall is arranged in wall symmetrical expression, forms the binary channels that upper end is arcuate structure, structural stability is strong, enhances
Anti-pressure ability；Gap is poured with the formation of wall slot by partition wall and side wall, and cast-in-place concrete setting pours gap described
Interior setting is conducive to the assembling combination at scene；Improvement on through the above structure has reasonable in design, construction efficiency
Height, structural stability is strong, enhances anti-pressure ability, on-site consolidation combination, the advantages of being readily transported, to which effective solution is existing
There are the problem of device and deficiency.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of novel double-channel precast concrete pipe gallery structure, including：It is piping lane unit (1), pedestal (2), cover board (3), cast-in-place
Concrete (4), pedestal socket (201), pedestal bellmouth (202), convex plug-in unit (203), wall slot (204), partition wall (301), lid
Plate bellmouth (302), cover board socket (303), recessed socket (304), side wall (305)；It is characterized in that：The piping lane unit (1)
It is in Type B to face resemblance, and piping lane unit (1) is poured with three cover boards (3) by cast-in-place concrete (4) by a pedestal (2)
It builds；One end of the pedestal (2) is provided with pedestal socket (201)；The other end of the pedestal (2) is provided with pedestal bellmouth
(202)；Convex plug-in unit (203) and wall slot (204) are provided on the pedestal (2)；One end of the cover board (3) is provided with lid
Plate bellmouth (302)；The other end of the cover board (3) is provided with cover board socket (303)；The centre of the cover board (3) be provided with every
Wall (301) and side wall (305)；The partition wall (301) and side wall (305) bottom are both provided with recessed socket (304).
2. a kind of novel double-channel precast concrete pipe gallery structure according to claim 1, it is characterised in that：The cover board
(3) resemblance of facing is in M types, and the symmetrical setting of side wall (305) is in the both sides of partition wall (301).
3. a kind of novel double-channel precast concrete pipe gallery structure according to claim 1, it is characterised in that：The partition wall
(301) and side wall (305) pours gap with wall slot (204) formation, and cast-in-place concrete (4) setting pours gap described
It is interior.
4. a kind of novel double-channel precast concrete pipe gallery structure according to claim 1, it is characterised in that：It is described convex slotting
Part (203) is matched with the shape of recessed socket (304).
5. a kind of novel double-channel precast concrete pipe gallery structure according to claim 1, it is characterised in that：The pedestal
Socket (201) is matched with the shape of pedestal bellmouth (202).
6. a kind of novel double-channel precast concrete pipe gallery structure according to claim 1, it is characterised in that：The cover board
Bellmouth (302) is matched with the shape of cover board socket (303).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820350705.XU CN208039307U (en) | 2018-03-15 | 2018-03-15 | A kind of novel double-channel precast concrete pipe gallery structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820350705.XU CN208039307U (en) | 2018-03-15 | 2018-03-15 | A kind of novel double-channel precast concrete pipe gallery structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039307U true CN208039307U (en) | 2018-11-02 |
Family
ID=63947744
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820350705.XU Expired - Fee Related CN208039307U (en) | 2018-03-15 | 2018-03-15 | A kind of novel double-channel precast concrete pipe gallery structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039307U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747894A (en) * | 2019-10-09 | 2020-02-04 | 北京夏都水利工程有限公司 | Underground pipeline reinforcing device and construction method thereof |
-
2018
- 2018-03-15 CN CN201820350705.XU patent/CN208039307U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747894A (en) * | 2019-10-09 | 2020-02-04 | 北京夏都水利工程有限公司 | Underground pipeline reinforcing device and construction method thereof |
| CN110747894B (en) * | 2019-10-09 | 2021-10-29 | 北京夏都水利工程有限公司 | Underground pipeline reinforcing device and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206052779U (en) | A kind of prefabricated pipe gallery splicing structure | |
| CN205530344U (en) | Utility tunnel is pour to split type no mould | |
| CN105780808A (en) | Assembly type precast comprehensive pipe gallery | |
| CN104963705A (en) | Underground space excavating and constructing method | |
| CN105401593A (en) | Assembly type square underground pipe gallery | |
| CN208039307U (en) | A kind of novel double-channel precast concrete pipe gallery structure | |
| CN206052778U (en) | A kind of steel and Combined concrete piping lane | |
| CN209686450U (en) | A kind of underground pipe gallery | |
| CN105569075A (en) | Assembled prefabricated comprehensive pipe rack guide positioning device | |
| CN105625466A (en) | Assembled prefabricated comprehensive pipe gallery | |
| CN107546635A (en) | The construction method of pre-buried electrical power wiring box on a kind of shear wall | |
| CN207878505U (en) | A kind of prefabricated piping lane of assembly concrete | |
| CN105065040A (en) | Top-plate-prefabricated underground space underground excavation building method | |
| CN204919607U (en) | City is prefab for underpass | |
| CN204959890U (en) | Prefabricated mounting structure of indoor U -PVC soil stack of high -rise building | |
| CN204753783U (en) | Prefabricated concrete rain sewage inspection shaft device | |
| CN206693266U (en) | concrete pipe gallery module | |
| CN204282391U (en) | A kind of heel foundation formwork erecting structure | |
| CN207260191U (en) | A kind of class rectangle pipe gallery section of jurisdiction connection structure | |
| CN105951885B (en) | A kind of assembled work well standard knot and its installation method in new construction | |
| CN110004978A (en) | Piping lane route right-angled intersection connects hinge cabin | |
| CN205205863U (en) | Prefabricated inspection shaft | |
| CN215594116U (en) | Cross pivot cabin connected with circular comprehensive pipe gallery | |
| CN110552378A (en) | Underground space roof subsides post-cast strip and seals structure in advance | |
| CN202324155U (en) | Adjustable corrugated prestress anti-pollution drainage culvert |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181102 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |