CN207553135U - A kind of pipe gallery - Google Patents
A kind of pipe gallery Download PDFInfo
- Publication number
- CN207553135U CN207553135U CN201721105188.1U CN201721105188U CN207553135U CN 207553135 U CN207553135 U CN 207553135U CN 201721105188 U CN201721105188 U CN 201721105188U CN 207553135 U CN207553135 U CN 207553135U
- Authority
- CN
- China
- Prior art keywords
- plate
- pipe gallery
- bearing
- construction
- bearing plate
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to civic building engineering field, discloses a kind of pipe gallery, is spliced to form by multiple tube couplings, and the tube coupling includes top plate, bottom plate and side plate, and the bottom end of the side plate is equipped with bearing end, and the bottom plate is arranged on the top of the bearing end.It is arranged such, in construction work, only needing will be in bearing end embedment ground, as the structural plane after the completion of temporary support and construction, then it is laid with bed course between the side plate being oppositely arranged, bottom plate is arranged on to the top of bearing end again, so, the work surface of piping lane construction can be reduced, slope excavation pit is not needed in construction, reduce prefabricated pipe gallery side-wall outer side earth excavation, backfill and the workload of compacting, reduce construction cost, improve construction efficiency, greatly reduce the interim disturbance occupied with ambient enviroment for soil, simultaneously, prefabricated pipe gallery side wall can play the role of temporary support, reduce the input of Construction Support expense.
Description
Technical field
The utility model belongs to civic building engineering field, and in particular to a kind of pipe gallery.
Background technology
Traditional underground pipe gallery construction is typically the following two kinds mode：Field cast-in-place or prefabrication；Field cast-in-place formula
The all working of lower piping lane is completed at the scene, so side wall and top plate are intended to configuration template, not only causes the wave of a large amount of templates
Take, while long construction period, all raw material transports to scene with bulk form, and live making is to the ecological environment on periphery
It can shine into destroying and polluting, the mode of cast-in-site vibrates unreal, micro-crack occurs in the piping lane later stage to the requirement height that manually vibrates
Possibility is larger, can leave leakage hidden trouble.Prefabricated piping lane is spliced at the scene by the prefabricated tube coupling of more piece, and such mode leads to pipe
The splicing seams of corridor are more, and the waterproof requirement at splicing seams is high, and difficulty is big.
In existing prefabricated pipe gallery construction method, generally use slope pours bed course again after excavating to designed elevation,
It is backfilled again after the completion of lifting pipe gallery, there are land occupation area is big, earthwork amount is big, more foundation pit row precipitation need to be taken
The problems such as measure.This construction method is also more feasible for the construction in new district, but changing for heavy traffic area city planting ductwork
It makes, just has obvious disadvantage in terms of duration, environmental perturbation.
In conclusion there is an urgent need for develop the pipe gallery of a kind of cost savings, easy construction.
Utility model content
The purpose of this utility model is to provide the excellent pipe gallery of a kind of cost savings, easy construction.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of pipe gallery is spliced to form by multiple tube couplings, the pipe
Section includes top plate, bottom plate and side plate, and the bottom end of the side plate is equipped with bearing end, and the bottom plate is arranged on the bearing end
Top.So set, in construction work, it is only necessary to by bearing end embedment ground, be completed as temporary support and construction
Then structural plane afterwards is laid with bed course between the side plate being oppositely arranged, then bottom plate is arranged on to the top of bearing end, such as
This, can reduce the work surface of piping lane construction, slope excavation pit not needed in construction, reduces prefabricated pipe gallery side-wall outer side
Earth excavation, backfill and the workload of compacting reduce construction cost, improve construction efficiency, greatly reduce for soil
The interim disturbance occupied with ambient enviroment, meanwhile, prefabricated pipe gallery side wall can play the role of temporary support, reduce construction
The input of support expense.It is preferred that for ensure bearing end support and carrying effect, support end should thickness be more than side plate master
The thickness of body.
Further, the side plate includes outer page board and bearing plate, and the outer page board and supported end are first body formed, described to hold
Weight plate is arranged on the inside of the outer page board and is arranged on the top of the bearing end, and the bearing plate, which is equipped with, stretches out reinforcing bar, institute
State the circumferential direction stretching for stretching out reinforcing bar along the bearing plate.
Further, supporting beam is equipped on the inside of the upper end of at least described bearing plate, the top plate includes prefabricated board and in-situ layer,
The prefabricated board is overlapped in the supporting beam, and the in-situ layer is cast in the prefabricated board top.So set, using prefabricated
Assembly is carried out with the cast-in-place mode being combined, structural integrity is good, link cost is relatively low, and waterproof quality is obviously improved, water proofing property
Can be excellent, on the other hand, each tube coupling has that multiple prefabricated boards are assembled, and the transport of component and the hoisting difficulty at scene are equal
It reduces, construction efficiency greatly improves, and short construction period, relative to cast-in-place pattern, the amount of casting and compacting of concrete significantly reduces, and reduces existing
The workload of field construction.
Further, the first splicing slot is formed between the bearing plate being disposed adjacent, the in-situ layer extends to described first and spells
In access slot, in the in-situ layer, the bearing plate that is disposed adjacent is connected into whole the stretching Bar Anchorage by the in-situ layer
Body.In this way, the bearing plate being disposed adjacent is integral by in-situ layer connection, side plate is continuous in each prefabricated section,
I.e. the side plate of piping lane is made up of whole in-situ layer, and the splicing seams between side plate are also blocked by in-situ layer, good water-proof effect.
Further, the inside middle portion of the bearing plate is equipped with supporting beam.It so set, can be as needed in bearing plate
In setting prefabricated board in the supporting beam in portion, in this way, may make up multi-compartment tube corridor, construction technology is simple, while can also play transmission
The outer page board of piping lane is acted on by the pressure that foundation pit transmits.
Further, be at least equipped in the supporting beam at the middle part of the bearing plate and wear muscle hole, it is described wear be equipped in muscle hole it is pre-
Stress rib.So set, before top plate in-situ layer pours, by the tensioning and anchoring of deformed bar, splice more between tube coupling
To be close, splicing seams smaller improves the connection effect of prefabricated tube coupling, and it is more preferable that top plate in-situ layer pours rear globality.
Further, the bottom plate is cast-in-place bottom plate.So set, after piping lane splicing, cast-in-place bottom plate and top plate in-situ layer
Pour, by between tube coupling splicing seams all block, efficiently solve piping lane seepage problem.
Further, the bearing end is in back taper.In this way, during the installation of side plate, hoisting machine can be first used
Tool causes side plate to reach position to be installed, then by starting piling in designated position after piling machinery fixed side panel, will support
In end press-in ground, side plate is pressed into specified absolute altitude；It is preferred that if soil property is hard, mini-excavator can be used opens cooperation
The installation that side plate is completed in pile press machine work is in place.
Further, the bottom of the bearing end is equipped with pile top.In this way, end press-in ground will be supported by being conducive to piling machinery
In base, operation difficulty is reduced.
Further, the prefabricated board, which is equipped with, stretches out reinforcing bar, and the prefabricated board forms the second splicing slot, institute with the outer page board
It states stretching reinforcing bar at least to stretch in the second splicing slot, the prefabricated board stretches out reinforcing bar and the stretching reinforcing bar of load-bearing plate portion
It shifts to install, the in-situ layer is extended in the second splicing slot.During the handling dropping place of prefabricated board, ensure prefabricated board
Stretching reinforcing bar and the stretching reinforcing bar of load-bearing plate portion be staggered, after in-situ layer pours, the splicing slot that not only effectively blocks,
Prevent the possibility of leak infiltration, while the globality of top plate and side plate is more preferable.
Description of the drawings
The attached drawing for forming the part of the utility model is used to provide a further understanding of the present invention, this practicality is new
The illustrative embodiments and their description of type do not form the improper restriction to the utility model for explaining the utility model.
Fig. 1 is that the structure when pipe gallery involved by a kind of embodiment of the utility model does not pour top plate in-situ layer is shown
It is intended to；
Fig. 2 is respectively the structure diagram of the side plate involved by a kind of embodiment of the utility model；
Fig. 3 is the schematic diagram of the pipe gallery Construction State involved by a kind of embodiment of the utility model.
In figure：
1 bottom plate, 2 side plate, 3 prefabricated board 4 supports end
5 ground, 6 bed course, 7 outer 8 bearing plate of page board
9 stretching reinforcing bars 10 first, which splice 11 supporting beam 12 of slot, wears muscle hole
13 presstressed reinforcing steels 14 second splice slot
Specific embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the scope of protection of the utility model.In addition, those skilled in the art's retouching according to this document
It states, the corresponding combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, and with reference to Fig. 1 and Fig. 3, a kind of pipe gallery is spliced to form by multiple tube couplings, institute
It states tube coupling and includes top plate, bottom plate 1 and side plate 2, the bottom end of the side plate 2 is equipped with bearing end 4, and the bottom plate 1 is arranged on described
Support the top of end 4.So set, in construction work, it is only necessary to bearing end 4 is embedded in ground 5, as temporary support
And the structural plane after the completion of construction, bed course 6 is then laid between the side plate 2 being oppositely arranged, then bottom plate 1 is arranged on bearing
The top of end 4 in this way, the work surface of piping lane construction can be reduced, does not need to slope excavation pit, reduces prefabricated comprehensive in construction
Piping lane side-wall outer side earth excavation, backfill and the workload of compacting are closed, construction cost is reduced, improves construction efficiency, subtract significantly
Lack the interim disturbance occupied with ambient enviroment for soil, meanwhile, prefabricated pipe gallery side wall can play temporary support
Effect reduces the input of Construction Support expense.It is preferred that ensure that bearing end 4 supports and carrying acts on, bearing end 4
Should thickness be more than 2 main body of side plate thickness.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2, the side plate 2 includes outer page board 7
With bearing plate 8, the outer page board 7 is integrally formed with bearing end 4, and the bearing plate 8 is arranged on 7 inside of outer page board and sets
It puts on the top of the bearing end 4, the bearing plate 8, which is equipped with, stretches out reinforcing bar 9, and the reinforcing bar 9 that stretches out is along the bearing plate 8
It is circumferential to stretch out.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 3, at least described bearing plate 8
Upper end on the inside of be equipped with supporting beam 11, the top plate includes prefabricated board 3 and in-situ layer, and the prefabricated board 3 is overlapped on the support
On beam 11, the in-situ layer is cast in 3 top of prefabricated board.So set, using it is prefabricated and it is cast-in-place be combined by the way of into
Row is assembled, and structural integrity is good, link cost is relatively low, and waterproof quality is obviously improved, and water resistance is excellent, on the other hand, each
Tube coupling has that multiple prefabricated boards 3 are assembled, and the transport of component and the hoisting difficulty at scene reduce, and construction efficiency carries significantly
Height, short construction period, relative to cast-in-place pattern, the amount of casting and compacting of concrete significantly reduces, and reduces the workload of site operation.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, between the bearing plate 8 being disposed adjacent
The first splicing slot 10 is formed, the in-situ layer is extended in the first splicing slot 10, and the stretching reinforcing bar 9 is anchored at described existing
It pours in layer, the bearing plate 8 being disposed adjacent is connected integral by the in-situ layer.In this way, the bearing plate 8 being disposed adjacent passes through institute
State that in-situ layer connection is integral, and side plate 2 is continuous in each prefabricated section, i.e. the side plate 2 of piping lane is made up of whole in-situ layer
Body, the splicing seams between side plate 2 are also blocked by in-situ layer, good water-proof effect.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 2, in the bearing plate 8
Supporting beam 11 is equipped on the inside of portion.It so set, can be as needed in the supporting beam 11 at the middle part of bearing plate 8 in setting prefabricated board
3, in this way, may make up multi-compartment tube corridor, construction technology is simple, while can also play and transmit what the outer page board 7 of piping lane was transmitted by foundation pit
Pressure acts on.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~3, at least in the bearing plate 8
Middle part supporting beam 11 be equipped with wear muscle hole 12, described wear is equipped with presstressed reinforcing steel 13 in muscle hole 12.So set, show in top plate
It pours before layer pours, by the tensioning and anchoring of deformed bar, more close, splicing seams smaller is spliced between tube coupling, is improved pre-
The connection effect of tubulation section, it is more preferable that top plate in-situ layer pours rear globality.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the bottom plate 1 is cast-in-place bottom plate 1.
So set, after piping lane splicing, cast-in-place bottom plate 1 and top plate in-situ layer pour, and the splicing seams between tube coupling are all blocked,
Efficiently solve piping lane seepage problem.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the bearing end 4 is in back taper
Shape.In this way, during the installation of side plate 2, first side plate 2 can be caused to reach position to be installed, Ran Houtong using lifting machine
It crosses piling and is mechanically fixed after side plate 2 and start piling in designated position, bearing end 4 is pressed into ground 5, side plate 2 is pressed into
Specified absolute altitude；It is preferred that if soil property is hard, mini-excavator can be used open cooperation pile press machine work complete side plate 2 installation if
Position.
On the basis of above-described embodiment, in another embodiment of the utility model, the bottom of the bearing end 4 is equipped with stake
Point.It is pressed into ground 5 in this way, being conducive to piling machinery by end 4 is supported, reduces operation difficulty.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the prefabricated board 3, which is equipped with, stretches out steel
Muscle 9, the prefabricated board 3 form the second splicing slot 14 with the outer page board 7, and the stretching reinforcing bar 9 at least stretches to described second
Splice in slot 14, the stretching reinforcing bar 9 of stretching reinforcing bar 9 and the bearing plate 8 of the prefabricated board 3 shifts to install, and the in-situ layer prolongs
It extends in the second splicing slot 14.During the handling dropping place of prefabricated board 3, ensure stretching reinforcing bar 9 and the load-bearing of prefabricated board 3
The stretching reinforcing bar 9 of plate 8 is staggered, and after in-situ layer pours, the splicing slot that not only effectively blocks prevents leak infiltration
May, while the globality of top plate and side plate 2 is more preferable.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of pipe gallery is spliced to form by multiple tube couplings, the tube coupling includes top plate, bottom plate and side plate, which is characterized in that
The bottom end of the side plate is equipped with bearing end, and the bottom plate is arranged on the top of the bearing end.
2. pipe gallery according to claim 1, which is characterized in that the side plate includes outer page board and bearing plate, described
Outer page board is first body formed with supported end, and the bearing plate is arranged on the inside of the outer page board and is arranged on the bearing end
Top, the bearing plate, which is equipped with, stretches out reinforcing bar, and the reinforcing bar that stretches out is stretched out along the circumferential direction of the bearing plate.
3. pipe gallery according to claim 2, which is characterized in that support is equipped on the inside of the upper end of at least described bearing plate
Beam, the top plate include prefabricated board and in-situ layer, and the prefabricated board is overlapped in the supporting beam, and the in-situ layer is cast in institute
State prefabricated board top.
4. pipe gallery according to claim 3, which is characterized in that the first splicing is formed between the bearing plate being disposed adjacent
Slot, the in-situ layer are extended in the first splicing slot, and the stretching Bar Anchorage is disposed adjacent in the in-situ layer
Bearing plate is connected integral by the in-situ layer.
5. according to the pipe gallery described in claim 2~4 any one, which is characterized in that the inside middle portion of the bearing plate
Equipped with supporting beam.
6. pipe gallery according to claim 5, which is characterized in that the supporting beam at least at the middle part of the bearing plate is set
Muscle hole is worn, described wear in muscle hole is equipped with presstressed reinforcing steel.
7. pipe gallery according to claim 3 or 4, which is characterized in that the bottom plate is cast-in-place bottom plate.
8. pipe gallery according to claim 7, which is characterized in that the bearing end is in back taper.
9. pipe gallery according to claim 7, which is characterized in that the bottom of the bearing end is equipped with pile top.
10. pipe gallery according to claim 8, which is characterized in that the prefabricated board, which is equipped with, stretches out reinforcing bar, described prefabricated
Plate forms the second splicing slot with the outer page board, and the stretching reinforcing bar is at least stretched in the second splicing slot, described prefabricated
The stretching reinforcing bar and the stretching reinforcing bar of load-bearing plate portion of plate shift to install, and the in-situ layer is extended in the second splicing slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721105188.1U CN207553135U (en) | 2017-08-30 | 2017-08-30 | A kind of pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721105188.1U CN207553135U (en) | 2017-08-30 | 2017-08-30 | A kind of pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207553135U true CN207553135U (en) | 2018-06-29 |
Family
ID=62675850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721105188.1U Active CN207553135U (en) | 2017-08-30 | 2017-08-30 | A kind of pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207553135U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021088279A1 (en) * | 2019-11-08 | 2021-05-14 | 南京联众工程技术有限公司 | Underground pipeline having two-in-one support pile and pipeline wall and construction method |
| CN113026471A (en) * | 2021-03-26 | 2021-06-25 | 广州市第二市政工程有限公司 | Construction method of assembled prestressed supporting system |
| CN113373975A (en) * | 2021-07-13 | 2021-09-10 | 荣华(青岛)建设科技有限公司 | Assembled rectangle utility tunnel of underground construction and piping lane prefab |
-
2017
- 2017-08-30 CN CN201721105188.1U patent/CN207553135U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021088279A1 (en) * | 2019-11-08 | 2021-05-14 | 南京联众工程技术有限公司 | Underground pipeline having two-in-one support pile and pipeline wall and construction method |
| CN113026471A (en) * | 2021-03-26 | 2021-06-25 | 广州市第二市政工程有限公司 | Construction method of assembled prestressed supporting system |
| CN113373975A (en) * | 2021-07-13 | 2021-09-10 | 荣华(青岛)建设科技有限公司 | Assembled rectangle utility tunnel of underground construction and piping lane prefab |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677787B (en) | Vertical shaft repairing and reinforcement structure and repairing and reinforcement construction method | |
| CN102434717B (en) | Construction method of joist steel pipe-jacking work pit | |
| CN204491626U (en) | The foundation pit enclosure structure that Larsen steel sheet pile and prestressed anchor combine | |
| CN206189455U (en) | Piping lane | |
| CN207553135U (en) | A kind of pipe gallery | |
| CN110004991A (en) | Underground structure anti-floating system and construction method based on raised type tangs plate | |
| CN108677969A (en) | A kind of Collapsible Loess District piping lane foundation pit backfill structure and its construction method | |
| CN106759474A (en) | The construction method of flexible spigot-and-socket common pipe trench | |
| CN206428707U (en) | A kind of integrated pile tube dado structure of pattern foundation pit supporting structure precipitation | |
| CN104790435A (en) | Post-subsidence pouring belt advancing waterstop impermeable concrete structure and construction technology thereof | |
| CN207512777U (en) | Assembled underground pipe gallery | |
| CN109898556A (en) | A kind of underground pipe gallery structure and sunk type construction method | |
| CN107326924A (en) | Outer wall of underground structure HCMW engineering methods overlap wall and its construction method | |
| CN106088758A (en) | A kind of double-deck assembled underground granary | |
| CN208009473U (en) | The integrated concrete pipe gallery in braced wall corridor | |
| CN106088762B (en) | A kind of prefabricated assembled round underground granary of insertion slot type encased steel plate | |
| CN107940102A (en) | Underground raw water pipe protection construction method | |
| CN106088759B (en) | The equal stepped prefabricated assembled circular underground granary of steel plated inside and outside one kind | |
| CN106049948B (en) | Bag Plastic preform bulkhead underground granary in a kind of insertion slot type | |
| CN106193744B (en) | The round prefabricated assembled underground granary of equal steel plated inside and outside one kind | |
| CN106088764B (en) | A kind of stepped prefabricated assembled circular underground granary of encased steel plate | |
| CN205421157U (en) | Reinforced earth quaywall structure based on soft base of mud flat | |
| CN109403369A (en) | A kind of production method of breast boards structure and breast boards structure | |
| CN221256867U (en) | Tunnel karst cave position drainage structures | |
| CN221142829U (en) | Drainage channel for soft soil stratum |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000 Patentee after: Zhuyou Zhizao Technology Investment Co., Ltd Address before: 410205 room 3005, complex building, Changsha Jin Xia bonded logistics center, 30 Xingang Road, Kaifu District, Changsha, Hunan. Patentee before: Zhongmin Zhuyou Technology Investment Co.,Ltd. |
|
| CP03 | Change of name, title or address |