CN109811790A - A kind of prefabricated assembled pipe gallery - Google Patents
A kind of prefabricated assembled pipe gallery Download PDFInfo
- Publication number
- CN109811790A CN109811790A CN201711152184.3A CN201711152184A CN109811790A CN 109811790 A CN109811790 A CN 109811790A CN 201711152184 A CN201711152184 A CN 201711152184A CN 109811790 A CN109811790 A CN 109811790A
- Authority
- CN
- China
- Prior art keywords
- plate
- pipe gallery
- prefabricated
- joint bar
- assembled pipe
- 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.)
- Pending
Links
Abstract
The invention discloses a kind of prefabricated assembled pipe galleries, it is assembled by several tube couplings, each tube coupling is made of bottom plate, both side plate, vertical point of storehouse plate, top plate, it is characterized by: the plate upper surface is with top plate lower surface, two sides are designed with leakage joint bar along its length, both side plate and vertical point of storehouse plate correspond to plate upper surface and the leakage joint bar of top plate lower surface is equipped with grouting sleeve, plate upper surface and the leakage joint bar of top plate lower surface are inserted into the grouting sleeve of both side plate and vertical point of storehouse plate, then are injected concrete grouting material in grouting sleeve and formed rigid entirety.The pipe gallery prefabricated component the factorial production, lifting and easy for installation, speed of application is fast, and overall cost is low, and each plate is connected by grout sleeve, pours laterally through reserved steel bar integral, and intensity is big, rigidly good, improves the stability of entire piping lane.
Description
Technical field
The invention belongs to pipe gallery fields, and in particular to a kind of prefabricated assembled pipe gallery.
Technical background
Pipe gallery is to be built in Urban Underground to accommodate two classes and the above municipal pipeline in the box culvert tunnel of one.It can will give
The municipal engineering pipeline such as water, natural gas, heating power, electric power, communication is included, realizes that planning, construction and management three are unified,
It is the important infrastructure and " lifeline " for ensureing city operations.Traditional City Buried Pipeline is done things in his own way the road that is laid in
Shallow-layer space in, caused by pipeline increase-volume dilatation not only the phenomenon that " zipper road ", and lead to pipeline Frequent Accidents, make
It is repeatedly excavated at road surface, not only increases maintenance cost, and greatly affected the safe operation in city.
China is in urbanization fast-developing period, underground infrastructure construction lag.Promote Urban Underground integrated pipe
The planning of all kinds of municipal pipelines, construction and management are planned as a whole in corridor construction, solve repeatedly that excavated pavement, aerial gauze be intensive, pipeline thing
Therefore the problems such as taking place frequently, be conducive to ensure urban safety, improve city function, beautifying city landscape, promote city it is intensive efficiently and
Transformation Development is conducive to improve urban carrying capacity and urbanization quality, is conducive to increase public product and effectively throws
Money pulls social capital investment, makes the new power of economic development.
Pipe gallery is widely applied as a kind of Municipal Infrastructure, and especially country is big over the past two years
It pushes extensively, various regions construction is like a raging fire.Currently, built or positive construction parts underground pipe gallery, the overwhelming majority is using cast-in-place
It formula and using centrifugation or vibrates to pour and builds up an entirety and be transported to construction site in factory.Both methods all exists very big
Deficiency: cast in situs box culvert construct period length, large labor intensity, low efficiency are influenced by weather, field condition, to surrounding
The huge pollution of environment generation, construction quality are also unstable, at high cost, while polluting to soil；The factorial production it is whole
Body box culvert, piping lane molding time is long, and processing step is cumbersome, and construction cost is high, and transport, lifting are difficult, especially large-scale case
Contain, production equipment and hanging device investment are huge, and the box culvert difficulty of super large-scale has production equipment that can not also manufacture.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the deficiencies in the prior art, provide that a kind of structure is simple, speed of application
Fastly, the low pipe gallery of overall cost.
In order to solve the above technical problems, the technical solution adopted by the present invention is that:
A kind of prefabricated assembled pipe gallery, is assembled by several tube couplings, and each tube coupling is by bottom plate, both side plate, vertical point
Storehouse plate, top plate composition, it is characterised in that: two sides are designed with leakage to the plate upper surface along its length with top plate lower surface
Joint bar, both side plate and vertical point of storehouse plate correspond to plate upper surface and the leakage joint bar of top plate lower surface is equipped with grouting sleeve, bottom
The leakage joint bar of plate upper surface and top plate lower surface is inserted into the grouting sleeve of both side plate and vertical point of storehouse plate, then is covered in grouting
Injection concrete grouting material forms rigid entirety in pipe.
The top plate is prefabricated board or is superimposed sheet, and superimposed sheet is cast-in-place after the assembling reinforcement of top i.e. using superimposed sheet as bed die.
The bottom plate is prefabricated or cast-in-place.
The bottom plate is rectangular plate, and the leakage joint bar is pre-buried in the soleplate, and bottom plate is stretched out on the top for the joint bar that leaks outside
Upper surface.
The leakage of the position of the grouting sleeve of the both side plate and vertical point of storehouse plate and quantity and the bottom plate and top plate is inserted
The position of muscle and quantity are corresponding.
The quantity of the leakage every side of joint bar of the plate upper surface and top plate lower surface is 10~500, leak outside joint bar
Height be 10~100mm.
Adjacent each prefabricated tube coupling splicing seams are provided with waterproof roll, and are spaced 20~50m and waterproof subsiding crack is arranged.
Each prefabricated plates are laterally equipped with the reinforcing bar with the prefabricated plates delay-pour joint of adjacent tube coupling, faying face
Rough surface or keyway are set, after being overlapped between tube coupling and tube coupling by overhanging reinforcing bar, poured integral.
Beneficial effects of the present invention: (1) prefabricated component the factorial production, lifting and easy for installation, speed of application is fast, it is comprehensive at
This is low；(2) it is greatly shortened relative to complete cast-in-place pipe gallery construction period, and has substantially no effect on road, the scope of application
Extensively, economic and environment-friendly, it is no longer limited by the external conditions such as manufacture and transport；(3) each plate is connected by grout sleeve, lateral logical
It crosses reserved steel bar and pours integral, intensity is big, rigidity is good, improves the stability of entire piping lane.
Detailed description of the invention
Fig. 1 is schematic view of the front view of the invention.
Fig. 2 is the enlarged structure schematic diagram in the portion A, B in Fig. 1.
Fig. 3 is the structural schematic diagram of bottom plate of the present invention.
Fig. 4 is the structural schematic diagram of side plate of the present invention.
Two groups of tube coupling assembly side structure schematic views of Fig. 5.
Fig. 6 is the structural schematic diagram of superimposed sheet of the present invention.
Fig. 7 is overlooking structure diagram of the present invention.
In figure, 1, bottom plate, 2, side plate, 3, vertical point of storehouse plate, 4, top plate, 5, superimposed sheet, 6, protruding bar, 7, bottom plate insert
Muscle, cast-in-place part between 8, tube coupling, 9, grout sleeve, 10, waterproof roll, 11, waterproof subsiding crack.
Specific embodiment
In order to remove the technical characterstic for illustrating this programme, below by specific embodiment, and its attached drawing is combined, to this
Invention is described in detail.
As shown in figs. 1-7, a kind of prefabricated assembled pipe gallery, including the horizontal bottom plate 1 being laid on the ground, side plate 2,
Lower part is equipped with grout sleeve 9 on it for vertical point of storehouse plate 3, top plate 4, side plate 2 and vertical point of storehouse plate 3, in 1 upper surface of bottom plate and
Equipped with the overhanging joint bar 7 of the same position of side plate 2 and vertical point of storehouse plate 3, side plate 2 and vertical point of 3 plate two sides of storehouse plate are equipped with overhanging
Overlap joint reinforcing bar 6, the overhanging joint bar 7 of bottom plate 1 and top plate 4 is inserted into the grout sleeve in side plate 2 and vertical point of storehouse plate 3, two groups
It is cast-in-place part 8 between piping lane.
Bottom plate 1, side plate 2, vertical point of storehouse plate 3 and superimposed sheet 5 are prefabrication.Construction stage, bottom plate 1 carry out water first
Placing flat then carries out being disposed vertically on floor for side plate 2 and vertical point of storehouse plate 3, by side plate 2 and vertical point of 3 lower part of storehouse plate
Grout sleeve 9 correspond to bottom plate joint bar 7, then in grout sleeve 9 inject concrete grouting material, then place top plate 4 will push up
The reinforcing bar of 4 lower surface of plate is inserted in the top grout sleeve 9 of side plate 2 and vertical point of storehouse plate 3, then injects in grout sleeve 9
Concrete grouting material, the connection between tube coupling and tube coupling, bottom plate 1, side plate 2, vertical point of storehouse plate 3 and top plate 4 are equipped with overhanging steel
Muscle 6, after overlap joint, cast in situs makes each group piping lane form entirety.
After the completion of piping lane main body construction, in external laying water-proof coiled material 10, piping lane setting waterproof sedimentation spaced apart
Seam 11.
Above-mentioned specific embodiment cannot function as limiting the scope of the invention, for the technology people of the art
For member, any alternate modification or transformation made to embodiment of the present invention are fallen within the scope of protection of the present invention.
Place is not described in detail by the present invention, is the well-known technique of those skilled in the art of the present technique.
Claims (8)
1. a kind of prefabricated assembled pipe gallery, is assembled by several tube couplings, each tube coupling is by bottom plate, both side plate, vertical point of storehouse
Plate, top plate composition, it is characterised in that: two sides are designed with leakage and insert along its length for the plate upper surface and top plate lower surface
Muscle, both side plate and vertical point of storehouse plate correspond to plate upper surface and the leakage joint bar of top plate lower surface is equipped with grouting sleeve, bottom plate
The leakage joint bar of upper surface and top plate lower surface is inserted into the grouting sleeve of both side plate and vertical point of storehouse plate, then in grouting sleeve
Injection concrete grouting material forms rigid entirety.
2. prefabricated assembled pipe gallery according to claim 1, it is characterised in that: the top plate is prefabricated board or is folded
Plywood, superimposed sheet are cast-in-place after the assembling reinforcement of top i.e. using superimposed sheet as bed die.
3. prefabricated assembled pipe gallery according to claim 1, it is characterised in that: the bottom plate is prefabricated or existing
It pours.
4. prefabricated assembled pipe gallery according to claim 1, it is characterised in that: the bottom plate is rectangular plate, institute
It is pre-buried in the soleplate to state leakage joint bar, the upper surface of bottom plate is stretched out on the top for the joint bar that leaks outside.
5. prefabricated assembled pipe gallery according to claim 4, it is characterised in that: the both side plate and vertical point of storehouse plate
Grouting sleeve position and quantity and the bottom plate and top plate leakage joint bar position and quantity it is corresponding.
6. according to claim 1, prefabricated assembled pipe gallery described in 4,5, it is characterised in that: the plate upper surface and top
The quantity of the every side of leakage joint bar of plate lower surface is 10~500, the height for the joint bar that leaks outside is 10~100mm.
7. prefabricated assembled pipe gallery according to claim 1, it is characterised in that: adjacent each prefabricated tube coupling splicing
It seams and is equipped with waterproof roll, and be spaced 20~50m and waterproof subsiding crack is set.
8. prefabricated assembled pipe gallery according to claim 1, it is characterised in that: each prefabricated plates are laterally all provided with
There is the reinforcing bar with the prefabricated plates delay-pour joint of adjacent tube coupling, rough surface or keyway is arranged in faying face, between tube coupling and tube coupling
After being overlapped by overhanging reinforcing bar, pour integral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711152184.3A CN109811790A (en) | 2017-11-19 | 2017-11-19 | A kind of prefabricated assembled pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711152184.3A CN109811790A (en) | 2017-11-19 | 2017-11-19 | A kind of prefabricated assembled pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109811790A true CN109811790A (en) | 2019-05-28 |
Family
ID=66597841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711152184.3A Pending CN109811790A (en) | 2017-11-19 | 2017-11-19 | A kind of prefabricated assembled pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109811790A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090049796A (en) * | 2007-11-14 | 2009-05-19 | (주)평화엔지니어링 | Box connector and precast concrete box connecting method using the same |
| CN104805866A (en) * | 2015-04-30 | 2015-07-29 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive pipe gallery and construction method |
| CN105672355A (en) * | 2016-03-17 | 2016-06-15 | 上海同预建筑科技有限公司 | Plate type prefabricated concrete comprehensive pipe gallery |
| CN206189454U (en) * | 2016-11-02 | 2017-05-24 | 中民筑友科技投资有限公司 | Piping lane |
| CN206376276U (en) * | 2016-10-27 | 2017-08-04 | 中建科技河南有限公司 | A kind of prefabricated pipe gallery |
-
2017
- 2017-11-19 CN CN201711152184.3A patent/CN109811790A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090049796A (en) * | 2007-11-14 | 2009-05-19 | (주)평화엔지니어링 | Box connector and precast concrete box connecting method using the same |
| CN104805866A (en) * | 2015-04-30 | 2015-07-29 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive pipe gallery and construction method |
| CN105672355A (en) * | 2016-03-17 | 2016-06-15 | 上海同预建筑科技有限公司 | Plate type prefabricated concrete comprehensive pipe gallery |
| CN206376276U (en) * | 2016-10-27 | 2017-08-04 | 中建科技河南有限公司 | A kind of prefabricated pipe gallery |
| CN206189454U (en) * | 2016-11-02 | 2017-05-24 | 中民筑友科技投资有限公司 | Piping lane |
Non-Patent Citations (1)
| Title |
|---|
| 王社良: "《工程结构抗震》", 31 January 2016, 冶金工业出版社 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106381885B (en) | A kind of Underground Steel pipe gallery with skeleton | |
| CN205276316U (en) | Modular prefabricated piping lane | |
| CN206376276U (en) | A kind of prefabricated pipe gallery | |
| CN207597428U (en) | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane | |
| CN106381886B (en) | A kind of partial precast assembly steel concrete combination underground pipe gallery | |
| CN105401593A (en) | Assembly type square underground pipe gallery | |
| CN207498985U (en) | A kind of partial precast assembly steel concrete combination underground pipe gallery for exempting from template | |
| CN204401650U (en) | Square longitudinally connection prestressed assembly formula underground pipe gallery | |
| WO2017071111A1 (en) | Underground pipe gallery protection structure | |
| CN205776345U (en) | City integrated piping lane | |
| CN208136954U (en) | Precast splice type Pipe rack | |
| CN106368211B (en) | Rectangular concrete pile for building piping lane side wall | |
| CN105926665A (en) | Large block assembled type prefabricated concrete drainage pipeline base and construction method thereof | |
| CN207392241U (en) | A kind of ultra-high performance concrete precast assembly pipe gallery | |
| CN203393740U (en) | Integral reinforced concrete foundation structure for assembling drainage pipelines | |
| CN202324155U (en) | Adjustable corrugated prestress anti-pollution drainage culvert | |
| CN206189456U (en) | Three cabin piping lanes | |
| CN106088762B (en) | A kind of prefabricated assembled round underground granary of insertion slot type encased steel plate | |
| CN109811790A (en) | A kind of prefabricated assembled pipe gallery | |
| CN106284299B (en) | H-type concrete-pile and diaphram wall for building piping lane side wall | |
| CN204098066U (en) | The square underground pipe gallery of assembling | |
| CN204491663U (en) | Prestressed structure function formula underground pipe gallery combined system | |
| CN206467651U (en) | Rectangular concrete pile for building piping lane side wall | |
| CN206189459U (en) | Take steel construction utility tunnel of skeleton | |
| CN206204928U (en) | Constitute the diaphram wall of piping lane side wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| CB02 | Change of applicant information |
Address after: 266603 Yanqing First-class Road West, Jiangshan Industrial Park, Jiangshan Town, Laixi City, Qingdao City, Shandong Province Applicant after: QINGDAO ZHONGKE KUNTAI ASSEMBLY CONSTRUCTION TECHNOLOGY Co.,Ltd. Address before: 266003 Yanqing First-class Road West, Jiangshan Industrial Park, Jiangshan Town, Laixi City, Qingdao City, Shandong Province Applicant before: QINGDAO ZHONGKE KUNTAI PIPE GALLERY CO.,LTD. |
|
| CB02 | Change of applicant information | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190528 |
|
| RJ01 | Rejection of invention patent application after publication |