CN107769141A - Overhead type comprehensive wiring piping lane - Google Patents
Overhead type comprehensive wiring piping lane Download PDFInfo
- Publication number
- CN107769141A CN107769141A CN201711264976.XA CN201711264976A CN107769141A CN 107769141 A CN107769141 A CN 107769141A CN 201711264976 A CN201711264976 A CN 201711264976A CN 107769141 A CN107769141 A CN 107769141A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- side wall
- support
- bottom plate
- overhead type
- 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
- 238000010276 construction Methods 0.000 claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 238000009434 installation Methods 0.000 claims abstract description 7
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 5
- 238000003786 synthesis reaction Methods 0.000 claims abstract description 5
- 239000000725 suspension Substances 0.000 claims abstract description 3
- 230000002146 bilateral effect Effects 0.000 claims description 10
- 238000005246 galvanizing Methods 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000003892 spreading Methods 0.000 claims description 2
- 230000007480 spreading Effects 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 2
- 230000008901 benefit Effects 0.000 abstract description 4
- 239000002689 soil Substances 0.000 description 14
- 238000004891 communication Methods 0.000 description 10
- 238000012423 maintenance Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000009423 ventilation Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000005286 illumination Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 241000272165 Charadriidae Species 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of piping lane for layment cable, particularly a kind of overhead type comprehensive wiring piping lane, its structural feature is, include support post and pipe gallery, pipe gallery includes multigroup piping lane section, and every group of piping lane Duan Jun includes side wall, top cover and bottom plate, side wall includes arranged on left and right sides wall, the two stands on two sides of bottom plate respectively, and between top cover and bottom plate, top cover is in chevron shaped construction；Multiple cantilever supports that can set up various pipelines are installed in side wall, the cantilever support spatially extended suspension into cabin, the support of support post one end is in ground base or supporting surface, the bottom plate of the upper surface connection piping lane section of the other end, the piping lane section and support post are prefabricated steel member, and after ground base pours at the scene, the prefabricated steel member of piping lane section carries out in-site installation splicing, the opening surface of front and rear piping lane section is attached, it is final to form whole synthesis piping lane.Advantage is, easy for construction, simple to operate, the construction period is short, cost is low, is easy to safeguard and overhauls.
Description
Technical field
The present invention relates to a kind of piping lane for layment cable, particularly a kind of overhead type comprehensive wiring piping lane,
It is mainly used in industry（Industry）Newly-built region in garden.
Background technology
With the development of society, urban land is more and more nervous, most of circuit includes power cable, communication cable
Deng can not lay on the ground, not only it is unfavorable for city look and feel, and takes up an area more, is easily interfered with building, for understanding
Certainly this problem, the city development underground space establish underground pipe gallery, and each pipeline is applied to the underground pipe gallery of municipal major trunk roads
In.According to GB 50838 regulation, the definition of pipe gallery is：" be built in Urban Underground be used for accommodate two class above municipal engineering
The structures and affiliated facility of pipeline ".And in urban construction, also turn the underground construction project important as one using aerial.
Traditional underground pipe gallery construction needs to excavate foundation trench first along piping lane axis and after-pouring or use are prefabricated
Assembling process builds reinforced concrete pipe gallery structure, after the completion of Pipe rack pours, carries out waterproof homework, finally backfills base
Groove, and carry out the construction of earth construction layer or greening recovers, and be internally aerated, draining, the affiliated facility such as illumination are built
If so just possesses the condition for laying all kinds of pipelines.
However, the infant industry in city（Industry）Garden, in addition to building and the more intensive residential area of road,
, it is necessary to be equipped with substantial amounts of energy supply pipeline for industrial premises, these pipelines are needed as road is laid for industrial park.But industry park
Progressively moving into for the factory building in area, across the time may be very long, if it is numerous not only to face maintenance using respective buried laying for pipeline
It is trivial, and substantial amounts of excavation is there may be, influence the traffic in garden；According to pipe gallery laying pipeline underground, not only build
If the cycle is grown, big to surrounding environment influence, and investment is also huge, is unfavorable for overhauling.
The content of the invention
It is an object of the invention to according to being provided in place of the deficiencies in the prior art, one kind is easy for construction, simple to operate, builds
If the cycle is short, cost is low, the overhead type comprehensive wiring piping lane of easy access and maintenance.
Purpose of the present invention is realized by following approach：
Overhead type comprehensive wiring piping lane, its structural feature are, include support post and pipe gallery, and pipe gallery includes
There is multigroup piping lane section, every group of piping lane Duan Jun includes side wall, top cover and bottom plate, and side wall includes arranged on left and right sides wall, and the two stands respectively
In on two sides of bottom plate, between top cover and bottom plate, top cover is in chevron shaped construction；Being provided with side wall multiple can set up
The cantilever support of various pipelines, the cantilever support spatially extended suspension into cabin, the support installation of support post one end
In ground base or supporting surface, the bottom plate of the upper surface connection piping lane section of the other end, the piping lane section and support post are equal
For prefabricated steel member, after ground base pours at the scene, the prefabricated steel member of piping lane section carries out in-site installation splicing, by front and rear piping lane
The opening surface of section is attached, final to form whole synthesis piping lane.
The support post is the column for supporting pipe gallery, vertical along some supports of strike separation distribution of piping lane
Post；The pipe gallery is closed gallery construction, is spliced by some piping lane sections, and front-back is opening surface, design of cover
For the chevron structure of same conventional roof, existing aesthetic feeling can also be advantageous to top draining simultaneously.Pipe gallery of the present invention
Installed in a manner of aerial on the ground, the pipeline piping lane that original is embedded in underground is changed to make somebody a mere figurehead on ground, can in piping lane
Lay the different energy supply pipelines such as medium-pressure power cable, communication cable and feedwater piping.Piping lane uses full steel structure precast assembly,
In addition to needing cast in situs except basis, remaining component includes supporting member and piping lane Duan Jun uses prefabrication, works as field basic
Pour and finish, all prefabricated components directly arrive scene and carry out assembly, thus substantially reduce the workload at scene, improve construction effect
Rate, shorten the construction period, reduce construction cost；Simultaneously by the planning of industrial park, support pillar is typically laid in road
Or in the greenbelt of factory area, garden land used is not influenceed, adaptability design can be carried out according to the planning of garden, with garden
Construction progressively follow up, do not influence garden building construction adjustment, it is small to surrounding environment influence.The piping lane design of overhead type is convenient
Maintenance and maintenance work, and the construction of the affiliated facility such as ventilation, draining, illumination relative can be reduced, that is, reduce construction volume
Give cable more arrangement spaces again with construction cost.
Piping lane section of the present invention can be a kind of single cabin formula construction, i.e., piping lane is single nacelle, is specially：
Piping lane Duan Weidan shipping bills side formula arrangement, cantilever support are arranged in one of left side wall and right side wall side wall, phase
To opposite side space be catwalk.
Or piping lane Duan Weidan cabins bilateral formula arrangement, cantilever support are separately mounted on left side wall and right side wall, both sides
It is catwalk among cantilever support.
In single cabin formula construction, middle pressure, low pressure and communication cable are installed in same nacelle, are entered according to specification point or so
Row arrangement, cantilever support lower section can be distributed water pipe.
The piping lane section can also be a kind of double-cabin type construction, i.e. piping lane is divided into two nacelles in left and right, is specially：
Piping lane Duan Weishuan cabins bilateral formulas construction, set between left side wall and right side wall among separate, centre cut-off by space every
For the nacelle of left and right two, multiple cantilever supports are separately mounted on left side wall and right side wall, close to middle interval in each nacelle
Disconnected space is arranged to catwalk.
Either, the side formula construction of piping lane Duan Weishuan cabins four, separates, middle interval between left side wall and right side wall among setting
It is disconnected that space is divided into two nacelles in left and right, it is distributed with cantilevered on two sides of left side wall, right side wall and middle cut-off
There is a cantilever support support, the both sides in so each nacelle, and the space among the cantilever support of both sides is catwalk.
Double-cabin type construction can distinguish high-low pressure pipeline, and be laid respectively, can be according to the actual construction need of garden
Ask and selected.
Also including a kind of support platform, it is located between support post and piping lane section bottom plate, bottom surface connection support post,
Top surface is used to put and connect piping lane section bottom plate.
Consider that the volume of piping lane section is relatively large, can be as needed in order to further consolidate overall structure, such as double cabins
Formula increases support platform in the case of constructing.This support platform can fix with support post Construction integration, or Site Welding.
The support post for double pier columns or is either single pier column, when being double pier columns, cross between two columns
Cross support connects.
Single pier column can be used when being arranged using single cabin formula or double cabin bilateral formulas, and the side formula of double cabins four is arranged then most
It is good to be supported using double pier columns.When using the support of single pier, basis is independent foundation, when using double piers, is then used
Commbined foundations.Double pier columns disclosure satisfy that laterally stable requirement between two columns using right-angled intersection support connection.
The basis of the support post for independent board-like footing of a pillar or is either pile foundation brace foundation.
According to the soil property of garden, support post it is basic otherwise varied：When foundation soil for cohesive soil or other can
Based on supporting course stratum when, basis use independent board-like footing of a pillar；When foundation soil is weak soil, then can use
Basis of the pile foundation as support pier.This is the situation that support post is supported on soil, when needing to be supported in other capital construction
It can be designed according to supporting condition, it is ensured that the safety and stability of support.
The support post using etc. wall thickness steel tube, be galvanizing anticorrosive coat, upper end and piping lane section bottom plate company on steel pipe
Meet place and stiffener plate is set, stiffener plate is distributed perpendicular to the lower surface of piping lane section bottom plate and along the ring week of steel pipe.
Two inner sides of piping lane section are provided with the shutter of pass-through type, and bottom plate is paved into using Turbogrid plates.
Pass-through type shutter refers to close completely, while can also be in communication with the outside at an angle, so, both full
The sun-proof and requirement of rain-proof of foot, it can also meet ventilation inside piping lane, lighting requirement.And both met that personnel passed through using Turbogrid plates
Demand, also meet the requirement such as draining, ventilation of passage.
The piping lane section of the pipe gallery uses full steel structure precast assembly, and the side wall on longitudinal direction is using frame structure of spreading out.
Thus, longitudinal direction uses truss structure stress, laterally uses steelframe system, it is ensured that the steadiness of structure.
In the multiple support posts for supporting pipe gallery, along between the direction of piping lane trend between every two neighboring support post
Away from for 8-12m.
Using pipe gallery trend as longitudinal direction, a support post is distributed every 8-12m, be typically laid in road or factory district
In the greenbelt in domain, garden land used is not influenceed, is not take up park building space.If double pier columns, then between horizontal twin columns
Distance is 4.0m.
In summary, the invention provides a kind of overhead type comprehensive wiring piping lane, the electricity of underground will be embedded in originally
Power pipe gallery is changed to built on stilts installation, and the different confession such as medium-pressure power cable, communication cable and feedwater piping can be laid in piping lane
Energy pipeline, meet the related needs of industrial park factory scope.The present invention has the following technical effect that：
1st, piping lane uses full steel structure precast assembly, and in addition to needing cast in situs except basis, remaining component is pre- using factory
System, machining accuracy is high, cheap, and can greatly reduce the workload at scene, greatly improves efficiency of construction, shortens construction
Duration.
2nd, the piping lane of overhead type can be directly sharp without carrying out the complicated facility such as civil engineering, its ventilation, draining, illumination
With natural conditions, it can reduce relevant device significantly compared to underground pipe gallery, simplify operational procedure, reduce construction work amount,
Construction cost is reduced, simultaneously because overhead type piping lane is not limited by stratum edaphic condition, without concealed work, therefore is also reduced
Construction risk.
3rd, the problem of underground pipe gallery is difficult to differentiate between high-low pressure cable has been can solve the problem that, has been connected up with double-cabin type construction.It is existing
If some underground pipe galleries make double chamber configurations, its Civil Cost is high, long in time limit, influence environment is big, and therefore, it is difficult to realize.
4th, possess personnel's maintenance, current condition, personnel's repair and maintenance is more simple and convenient, and security reliability is higher.
Brief description of the drawings
Fig. 1 is the cross-sectional configuration schematic diagram of the overhead type comprehensive wiring piping lane of single cabin single-sided arrangement of the present invention.
Fig. 2 is the cross-sectional configuration schematic diagram of the overhead type comprehensive wiring piping lane of single cabin bilateral arrangement of the present invention.
Fig. 3 is the cross-sectional configuration schematic diagram of the overhead type comprehensive wiring piping lane of the double side of cabin four arrangements of the present invention.
Fig. 4 is the longitudinal plane structure schematic diagram of overhead type comprehensive wiring piping lane of the present invention.
The present invention is described further with reference to embodiment.
Embodiment
Embodiment 1：
So that single pier supports single cabin bilateral arrangement formula construction as an example, single-sided arrangement formula component refers to accompanying drawing 1 and combines this present embodiment
Structure Understanding described by embodiment.
Referring to the drawings 2, single pier supports single cabin formula overhead type comprehensive wiring piping lane, includes the He of support post 1 of single pier
Pipe gallery, direction is moved towards along pipe gallery, a support post 1 is arranged at interval of 8-10m.The support post 1 is adopted
With wall thickness steel tube is waited, specification can be Φ 325/12, and using galvanizing anti-corrosion, overhead height is 4.0m~6.0m；Support is vertical
The support of the one end of post 1 on ground base 9 or supporting surface, when foundation soil for cohesive soil or other can based on holding force
During the stratum of layer, basis uses independent board-like footing of a pillar；When foundation soil is weak soil, then pile foundation can be used as support
The basis of pier.Support post 1 is prefabricated components, and after the completion of ground base pours, support post 1 directly joint connection in site can pacify
Dress.
Pipe gallery includes multiple piping lane sections, and each piping lane Duan Jun includes side wall 2, top cover 3 and bottom plate 4, and side wall 2 is wrapped
Arranged on left and right sides wall is included, is vertically stood on two sides of bottom plate 4, between top cover 3 and bottom plate 4, top cover 3 is on cross section
Chevron shaped construction, it is easy to rain-proof draining, upper surface of the bottom plate 4 then with support post 1 is fixedly connected, and it is solid can to increase ribs auxiliary
It is fixed.Multiple cantilever supports 6 that can set up various pipelines are installed, the multiple cantilever support 6 is in multi-level in side wall 2
Bilateral is arranged, i.e., cantilever support 6 is distributed with two side, and the space among the cantilever support of both sides is catwalk 7；
Clear space size is inside piping lane：3.0m is wide × and 2.4m is high, and access path dead size is：1.0m is wide × and 1.9m is high.
The piping lane section is prefabricated steel member, after basis pours at the scene, in-site installation splicing is carried out, by front and rear piping lane section
Opening surface be attached, final to form whole synthesis piping lane, longitudinal direction use the stress of truss structure 11, and transverse direction uses steelframe system
（Referring to the drawings 4）.3 times 35kV/10kV midium voltage cable A can be arranged inside pipe gallery, while some times logical can be arranged
Interrogate cable C and 2 feed pipe F；The bearing length of cantilever support 6 is 1.0m, and interlamellar spacing meets related regulatory requirements, general feelings
Under condition, power cable clear spacing is 460mm, communication cable shelf layer clear spacing is 360mm；Under power cable and communication cable
Side is respectively arranged 1 DN200~DN600 feed pipe or raw water tubes.
Most preferred embodiment：
By taking the arrangement formula construction of double sides of cabin four as an example, double cabin bilateral arrangement formula components refer to understand the present embodiment, i.e., only need to remove
The cantilever support arranged on the cut-off of centre, while shorten lateral dimension, it is single pier that can also change double piers.
Referring to the drawings 3, the overhead type comprehensive wiring piping lane of double side formulas of cabin four, include support post 1 and pipe gallery,
Direction is moved towards along pipe gallery, a support post is arranged at interval of 8-10m.The support post 1 is double pier columns, is adopted
With wall thickness steel tube is waited, specification can be 325/12 ~ Φ of Φ 609/14, using galvanizing anti-corrosion, overhead height for 2.0m~8.0m not
Deng, the distance between horizontal twin columns are 4.0m, using right-angled intersection support connect, to meet laterally stable requirement.Support is vertical
The support of the one end of post 1 is in ground base 9 or supporting surface, the support platform 8 on other end to be connected with piping lane section.When
Foundation soil for cohesive soil or other can based on supporting course stratum when, basis use independent board-like footing of a pillar；When
When foundation soil is weak soil, then basis of the pile foundation as support pier can be used, due to present invention employs double pier upright supports, because
This uses commbined foundations, to improve the globality of Pipe rack.Support post 1 is prefabricated components, when ground base pours completion
Afterwards, support post 1 can be installed directly joint connection in site.Between column and basis, the support platform of column upper surface and top piping lane
Between using rigid joint in succession.
Pipe gallery includes multiple piping lane sections, and each piping lane Duan Jun includes side wall 2, top cover 3, bottom plate 4 and middle interval
Disconnected 5, side wall 2 includes arranged on left and right sides wall, vertically stands on two sides of bottom plate 4, and between top cover 3 and bottom plate 4, top cover 3 is adopted
With pressing steel plate roofing, H200X200 I-steel and purlin support is longitudinally respectively adopted, color steel requirement is with heat-insulated work(
Energy；It is in chevron shaped construction on cross section, is easy to rain-proof draining, the then support platform 8 with the upper surface of support post 1 of bottom plate 4
It is fixedly connected, ribs auxiliary can be increased and fixed, the centre position in the space between the wall of the left and right sides of centre cut-off 5, in sky
Between upper distribution parallel with left and right sides wall, the space being made up of side wall 2, top cover 3 and bottom plate 4 is divided into or so two nacelles.
Multiple cantilever supports 6 that can set up various pipelines are mounted on the two sides of left and right sidewall and middle cut-off, it is described more
Individual cantilever support 6 is in from top to bottom multi-level arrangement, and the space among the cantilever support of each nacelle both sides is walked for maintenance
Road 7；Cantilever support uses metal material, does not set diagonal brace, ensures the interlamellar spacing of cable support to greatest extent.The each cabin of piping lane
Portion's clear space size is in vivo：3.0m is wide × and 2.8m is high, one of access path is set among nacelle, and passage dead size is：1.0m
Width × 1.9m is high.
The piping lane section is prefabricated steel member, after basis pours at the scene, in-site installation splicing is carried out, by front and rear piping lane section
Opening surface be attached, final to form whole synthesis piping lane, longitudinal direction use the stress of truss structure 11, and transverse direction uses steelframe system
（Referring to the drawings 2）.6 times 35kV/10kV midium voltage cables A and two feed pipes can be arranged inside a cabin in the double cabins of pipe gallery
F, another cabin can then arrange 3 times 10kV and following cable B, the communication cable C of some times and middle water pipe D；Cantilever support 6
It is 1.0m to support length, and interlamellar spacing meets related regulatory requirements, and generally, power cable clear spacing is 460mm, communication electricity
Cable shelf layer clear spacing is 360mm；Be respectively arranged below the medium-pressure power cable of both sides 1 DN200~DN600 feed pipe or
Raw water tubes.
According to existing construction experiences data, using piping lane scale proposed by the present invention as analogy, applied using traditional handicraft
Work, the comprehensive cost of single cabin piping lane is between 2.5 ten thousand/m~3.0 ten thousand/m, and the comprehensive cost of double cabin piping lanes is in 3.5 ten thousand/m~4.0
Between ten thousand/m.And the construction period of underground pipe gallery is all longer, the conventional engineering for exceeding 1.0km, the construction period is more more than 9
Individual month, and civil engineering complex procedures, concealed work is more, difficulty of construction is big.
The double pier supporting type pipe galleries proposed using the technical program, in addition to using field cast-in-place except basis, remaining is equal
Using prefabrication, machining accuracy is high, and cheap, and generally, the cost of single cabin piping lane theme linear meter(lin.m.) is in 0.8 ten thousand/m
Between~1.2 ten thousand/m, the cost of double cabin piping lane theme linear meter(lin.m.)s is between 1.5 ten thousand/m~2.0 ten thousand/m, less than the 50% of traditional piping lane,
Economic benefit is fairly obvious.At the same time, because main member all uses prefabrication, its site operation short time limit, from basis
Excavate and start to Pipe rack to complete, do not consider weather conditions, piping lane engineering entirety duration of the construction more than 1.0km is no more than 2
Individual month, duration shortening was very notable, and social benefit is also fairly obvious.
The present invention can use single cabin, double cabins or even extend to according to the requirement laid the line, the form of fracture of aerial gallery
The cross-sectional configuration form in more cabins, sets wide × high 1.9m catwalks of a 1.0m in each cabin, the one side in aisle or
Bilateral arranges all kinds of pipelines；Piping lane internal pipeline sorts out arrangement, and the top half per side can be respectively arranged power cable and lead to
Interrogate cable, two side lower parts can reasonable Arrangement feed pipe inner space arrangement.All kinds of cables, communication cable in piping lane are adopted
With cantilever support, diagonal brace is not set, to ensure the interlamellar spacing of cable bearer to greatest extent.Piping lane laterally uses single pier（Post）, it is double
Pier（Post）Structure type support, column use hollow round steel pipe, can reduce occupation of land, between column and basis, column and
Rigid joint is all used between piping lane polycrystalline substance.
The advantage of the invention is that：
1st, construction investment is small：The underground pipe gallery construction investment of equal laying scale uses about between 2500~40,000,000/km
The piping lane that the present invention is built is invested about in 800~20,000,000/km.
2nd, the construction period is short：Underground pipe gallery calculates since enclosing, and the cycle that two construction sections are completed simultaneously needs to surpass more
9 months are spent, and it is only 1~2 month to use the site operation duration of the invention.
3rd, construction risk is small：Underground pipe gallery construction belongs to complicated underground engineering, and engineering construction is by stratum geological conditions and week
The influence of surrounding environment condition is more obvious, and construction accident is of common occurrence；The piping lane constructed using this technology invention, except shallow foundation
It is ground operation outside plinth, without concealed work, lifting machine is small, structures to form construction is easy, and construction risk is small.
The not described part of the present invention is same as the prior art.
Claims (10)
1. overhead type comprehensive wiring piping lane, it is characterised in that include support post and pipe gallery, pipe gallery includes
Multigroup piping lane section, every group of piping lane Duan Jun include side wall, top cover and bottom plate, and side wall includes arranged on left and right sides wall, and the two stands on respectively
On two sides of bottom plate, between top cover and bottom plate, top cover is in chevron shaped construction；Multiple can set up respectively is installed in side wall
The cantilever support of kind pipeline, the cantilever support spatially extended suspension into cabin, the support of support post one end are arranged on
In ground base or supporting surface, the bottom plate of the upper surface connection piping lane section of the other end, the piping lane section and support post are
Prefabricated steel member, after ground base pours at the scene, the prefabricated steel member of piping lane section carries out in-site installation splicing, by front and rear piping lane section
Opening surface be attached, it is final to form whole synthesis piping lane.
2. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that piping lane Duan Weidan shipping bills side formula cloth
Put, cantilever support is arranged in one of left side wall and right side wall side wall, and relative opposite side space is catwalk.
3. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that piping lane Duan Weidan cabins bilateral formula cloth
Put, cantilever support is separately mounted on left side wall and right side wall, is catwalk among the cantilever support of both sides.
4. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that piping lane Duan Weishuan cabins bilateral formula structure
Make, separate between left side wall and right side wall among setting, space is divided into two nacelles in left and right, multiple cantilevereds by centre cut-off
Support is separately mounted on left side wall and right side wall, and catwalk is arranged to close to the space of middle cut-off in each nacelle.
5. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that the side formula structure of piping lane Duan Weishuan cabins four
Make, separate between left side wall and right side wall among setting, space is divided into two nacelles in left and right, left side wall, the right side by centre cut-off
It is distributed with cantilever support on two sides of side wall and middle cut-off, there is cantilevered the both sides in so each nacelle
Support, the space among the cantilever support of both sides is catwalk.
6. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that it is flat also to include a kind of support
Platform, it is located between support post and piping lane section bottom plate, and bottom surface connection support post, top surface is used to put and connect piping lane section bottom
Plate.
7. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that the support post is double
Pier column, or be single pier column, when being double pier columns, right-angled intersection support connection between two columns.
8. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that the support post basis or
Person is independent board-like footing of a pillar, or is pile foundation brace foundation.
9. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that the wall such as described support post use
Thick steel pipe, is galvanizing anticorrosive coat on steel pipe, and upper end and piping lane section back plate connections set stiffener plate, and stiffener plate is vertical
It is distributed in the lower surface of piping lane section bottom plate and along the ring week of steel pipe.
10. overhead type comprehensive wiring piping lane according to claim 1, it is characterised in that two inner sides of piping lane section are set
There is the shutter of pass-through type, bottom plate is paved into using Turbogrid plates；Piping lane section full steel structure precast assembly, side wall on longitudinal direction is using spreading out
Frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711264976.XA CN107769141A (en) | 2017-12-05 | 2017-12-05 | Overhead type comprehensive wiring piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711264976.XA CN107769141A (en) | 2017-12-05 | 2017-12-05 | Overhead type comprehensive wiring piping lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107769141A true CN107769141A (en) | 2018-03-06 |
Family
ID=61276917
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711264976.XA Pending CN107769141A (en) | 2017-12-05 | 2017-12-05 | Overhead type comprehensive wiring piping lane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107769141A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108321737A (en) * | 2018-04-04 | 2018-07-24 | 广东中天市政工程设计有限公司 | A kind of city integrated piping lane intersection pipeline portal structure and city integrated piping lane system |
| CN108708395A (en) * | 2018-05-25 | 2018-10-26 | 中交三公局第二工程有限公司 | The underground pipe gallery and its installation method of existing waterway are worn under a kind of |
| CN111525487A (en) * | 2020-04-26 | 2020-08-11 | 上海市政工程设计研究总院（集团）有限公司 | Utility tunnel self-supporting pipeline support |
| CN112031022A (en) * | 2020-08-28 | 2020-12-04 | 中国恩菲工程技术有限公司 | Formula of sinking utility tunnel |
| CN115045334A (en) * | 2022-05-12 | 2022-09-13 | 中国华冶科工集团有限公司 | Temporary water and electricity management device and temporary water and electricity management method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328716A (en) * | 1996-06-11 | 1997-12-22 | Nippon Light Metal Co Ltd | Dew condensation reducing elevated shelter |
| CN202881841U (en) * | 2012-07-06 | 2013-04-17 | 鞍钢集团工程技术有限公司 | Novel long-span pipe bridge structure |
| CN105040732A (en) * | 2015-08-18 | 2015-11-11 | 湖南东方红建设集团有限公司 | Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof |
| KR101570474B1 (en) * | 2014-11-19 | 2015-11-19 | (주)신승이앤씨 | Structure of pipe bridge and Constructing method of pipe bridge |
| CN106545192A (en) * | 2016-12-07 | 2017-03-29 | 北京亚欧震达科技发展有限公司 | A kind of suspension type pipe gallery and maintenance platform system |
| CN106638686A (en) * | 2017-03-09 | 2017-05-10 | 河南省交通规划设计研究院股份有限公司 | Comprehensive pipe gallery with corrugated steel plate shear walls and construction method of comprehensive pipe gallery |
| CN106835943A (en) * | 2017-04-01 | 2017-06-13 | 核工业西南勘察设计研究院有限公司 | A kind of three cabin truss and three cabin piping lane bridges |
-
2017
- 2017-12-05 CN CN201711264976.XA patent/CN107769141A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328716A (en) * | 1996-06-11 | 1997-12-22 | Nippon Light Metal Co Ltd | Dew condensation reducing elevated shelter |
| CN202881841U (en) * | 2012-07-06 | 2013-04-17 | 鞍钢集团工程技术有限公司 | Novel long-span pipe bridge structure |
| KR101570474B1 (en) * | 2014-11-19 | 2015-11-19 | (주)신승이앤씨 | Structure of pipe bridge and Constructing method of pipe bridge |
| CN105040732A (en) * | 2015-08-18 | 2015-11-11 | 湖南东方红建设集团有限公司 | Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof |
| CN106545192A (en) * | 2016-12-07 | 2017-03-29 | 北京亚欧震达科技发展有限公司 | A kind of suspension type pipe gallery and maintenance platform system |
| CN106638686A (en) * | 2017-03-09 | 2017-05-10 | 河南省交通规划设计研究院股份有限公司 | Comprehensive pipe gallery with corrugated steel plate shear walls and construction method of comprehensive pipe gallery |
| CN106835943A (en) * | 2017-04-01 | 2017-06-13 | 核工业西南勘察设计研究院有限公司 | A kind of three cabin truss and three cabin piping lane bridges |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108321737A (en) * | 2018-04-04 | 2018-07-24 | 广东中天市政工程设计有限公司 | A kind of city integrated piping lane intersection pipeline portal structure and city integrated piping lane system |
| CN108321737B (en) * | 2018-04-04 | 2024-04-09 | 广东中天市政工程设计有限公司 | Urban comprehensive pipe rack intersection pipeline bridge structure and urban comprehensive pipe rack system |
| CN108708395A (en) * | 2018-05-25 | 2018-10-26 | 中交三公局第二工程有限公司 | The underground pipe gallery and its installation method of existing waterway are worn under a kind of |
| CN111525487A (en) * | 2020-04-26 | 2020-08-11 | 上海市政工程设计研究总院（集团）有限公司 | Utility tunnel self-supporting pipeline support |
| CN112031022A (en) * | 2020-08-28 | 2020-12-04 | 中国恩菲工程技术有限公司 | Formula of sinking utility tunnel |
| CN115045334A (en) * | 2022-05-12 | 2022-09-13 | 中国华冶科工集团有限公司 | Temporary water and electricity management device and temporary water and electricity management method |
| CN115045334B (en) * | 2022-05-12 | 2023-10-03 | 中国华冶科工集团有限公司 | Hydropower temporary management device and hydropower temporary management method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107769141A (en) | Overhead type comprehensive wiring piping lane | |
| CN100543241C (en) | Using the half contrary method of doing in a kind of underground construction one more | |
| CN101761344B (en) | Preparation method of prefabricated pipe section for shield tunnel | |
| CN108487252A (en) | A kind of deep foundation pit open cutting is suitable to make construction method | |
| CN207348091U (en) | A kind of assembled pipe gallery | |
| CN101092850A (en) | Method and installation for rising building or historical building / cluster of historical building integrally | |
| CN106013954B (en) | A kind of construction method of combination enclosing | |
| CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
| CN205954798U (en) | Large -traffic, height falls poor drainage drop well | |
| CN104947682A (en) | Foundation pit support construction method and device thereof | |
| CN201599040U (en) | Prefabricated segments for shield tunneling | |
| CN105735354A (en) | Covered-excavation full-top-down construction method of municipal underground engineering | |
| CN107794942A (en) | Riverbed comprehensive pipe gallery structure and its construction method are worn under one kind | |
| CN106759420A (en) | Prefabricated assembled transformer substation foundation structure | |
| CN101638898B (en) | Suspension type construction method of top pipe shaft | |
| CN207646753U (en) | Single single cabin formula of pier support makes somebody a mere figurehead pipe gallery | |
| CN207646757U (en) | The aerial pipe gallery of double-cabin type wiring | |
| CN206635786U (en) | Prefabricated assembled transformer substation foundation structure | |
| CN202324155U (en) | Adjustable corrugated prestress anti-pollution drainage culvert | |
| CN205530345U (en) | Modular many storehouses utility tunnel structure | |
| CN107401184A (en) | A kind of construction method of composite material I well | |
| CN208309616U (en) | A kind of assembled prefabricated house prefabricated foundation that piece is staggered | |
| CN208501735U (en) | Prefabricated piping lane | |
| CN208517950U (en) | A kind of novel rotating arm type combination supporting stake | |
| CN208328982U (en) | Assembled retaining wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 350003 Gulou District, Fujian, Fuzhou No. 54 Road, No. 268 Applicant after: POWERCHINA FUJIAN ELECTRIC POWER SURVEY & DESIGN INSTITUTE Co.,Ltd. Address before: 350003 Gulou District, Fujian, Fuzhou No. 54 Road, No. 268 Applicant before: FUJIAN ELECTRIC POWER SURVEY & DESIGN INSTITUTE |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180306 |