CN208563350U - Interstitital texture around underground utilities - Google Patents
Interstitital texture around underground utilities Download PDFInfo
- Publication number
- CN208563350U CN208563350U CN201820376822.3U CN201820376822U CN208563350U CN 208563350 U CN208563350 U CN 208563350U CN 201820376822 U CN201820376822 U CN 201820376822U CN 208563350 U CN208563350 U CN 208563350U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- underground utilities
- filled layer
- utility
- model
- 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
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses interstitital textures around a kind of underground utilities, and including bright ditch and the pipeline being set in bright ditch, the pipeline is connected by the filled layer wrapped up with bright ditch, and the filled layer is light foam concrete filled layer.The utility model has the characteristics that reduce structural load, increases pipeline buried depth, improve pipe safety, reduce pipeline construction difficulty, can be widely applied to municipal works field.
Description
Technical field
The utility model relates to municipal works fields, more particularly to interstitital texture around a kind of underground utilities.
Background technique
In municipal pipeline construction, need to excavate a large amount of earthwork, cubic metre of earth loading is big when due to backfill, if the embedding depth of pipeline
Height is spent, will increase the load for passing to pipeline, very big influence not only is brought on the safety of pipeline, also will increase applying for pipeline
Work difficulty, so, pipeline buried depth is unsuitable excessively high in this case.
Utility model content
The purpose of this utility model is to overcome the deficiency of above-mentioned background technique, provides and filled around a kind of underground utilities
Structure makes it have and reduces structural load, increase pipeline buried depth, improve pipe safety, reduce pipeline construction difficulty
Feature.
Interstitital texture around a kind of underground utilities provided by the utility model, including bright ditch and the pipe being set in bright ditch
Road, the pipeline are connected by the filled layer wrapped up with bright ditch, and the filled layer is light foam concrete filled layer.
In the above-mentioned technical solutions, road surface structare layer is equipped at the top of the light foam concrete filled layer.
Interstitital texture around the utility model underground utilities has the advantages that due to by light foam concrete
As packing material, the load of structural top earthing can be effectively reduced, and under the premise of top load is identical, pipeline is embedding
Depth is relative to conventional backfilling material Shi Gengshen.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of interstitital texture around the utility model underground utilities.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and embodiments, but the embodiment should not be understood
For limitations of the present invention.
Referring to Fig. 1, interstitital texture around the utility model underground utilities, including bright pipeline ditch 1 and be set in bright ditch 1
2, the pipeline 2 is connected by the filled layer wrapped up with bright ditch 1, and the filled layer is light foam concrete filled layer 3.
Road surface structare layer 4 is equipped at the top of the light foam concrete filled layer 3.
Obviously, it is practical without departing from this can to carry out various modification and variations to the utility model by those skilled in the art
Novel spirit and scope.If in this way, these modifications and variations of the present invention belong to the utility model claims and
Within the scope of its equivalent technologies, then the utility model is also intended to include these modifications and variations.
The content being not described in detail in this specification belongs to the prior art well known to professional and technical personnel in the field.
Claims (2)
1. interstitital texture around a kind of underground utilities, including bright ditch (1) and the pipeline (2) being set in bright ditch (1), the pipeline
(2) it is connected by the filled layer wrapped up with Ming Gou (1), it is characterised in that: the filled layer is filled out for light foam concrete
Fill layer (3).
2. interstitital texture around underground utilities according to claim 1, it is characterised in that: the light foam concrete is filled out
It fills at the top of layer (3) and is equipped with road surface structare layer (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820376822.3U CN208563350U (en) | 2018-03-20 | 2018-03-20 | Interstitital texture around underground utilities |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820376822.3U CN208563350U (en) | 2018-03-20 | 2018-03-20 | Interstitital texture around underground utilities |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208563350U true CN208563350U (en) | 2019-03-01 |
Family
ID=65453410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820376822.3U Expired - Fee Related CN208563350U (en) | 2018-03-20 | 2018-03-20 | Interstitital texture around underground utilities |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208563350U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062331A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Pipeline burying method |
-
2018
- 2018-03-20 CN CN201820376822.3U patent/CN208563350U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062331A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Pipeline burying method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2017408795B2 (en) | Method of utilizing downhole roadway in coal mine for compressed air energy storage | |
| CN101422094B (en) | Thick-bed mining subsidence-land dynamic pre-reclamation method at plane mining-area | |
| CN103526766B (en) | Method for plugging relief well of deep foundation pit | |
| CN208415273U (en) | Interstitital texture around subterranean tunnel | |
| CN102127908B (en) | Method for quickly reinforcing ultra-soft soil foundation by using bagged sand cushion | |
| CN103758113B (en) | A kind of grid encloses the anti-liquefied foundation reinforcement means of hoop | |
| CN104652413B (en) | A kind of new mudflat sludge Roadbed Treatment | |
| CN106884433A (en) | Control vibrations pile pulling causes the structure of underground structure depression and control depression method | |
| CN106836176A (en) | Sand soil and the method for improveing its engineering characteristic are reinforced using vacuum pumping technology | |
| CN208563350U (en) | Interstitital texture around underground utilities | |
| CN106884427A (en) | Immersed tube tunnel and immersed tube tunnel changeover portion soft soil foundation reinforcing method under water | |
| CN111946357B (en) | Mine method tunnel simulation construction method considering red clay unloading influence | |
| CN103276717B (en) | The method of composite earthwork synthetic materials reinforcement cushion soft soil foundation | |
| CN209494575U (en) | A kind of push pipe portal sealing device under low Water And Earth Pressures | |
| CN204783111U (en) | Structure is backfilled to abandonment colliery shaft | |
| CN205975653U (en) | Independent bearing platform structure of soil child mould construction | |
| CN202370539U (en) | Front tunnel face excavated soil pre-reinforcing structure of tunnel | |
| CN104763437A (en) | Strong permeable stratum tunnel excavation method | |
| CN204456151U (en) | Bamboo raft dowel super large cofferdam | |
| CN208441113U (en) | A kind of soil engineering bag consolidated subsoil simultaneously safeguards underground piping basis | |
| CN202451974U (en) | Anti-floating structure of buried pipeline | |
| CN207659955U (en) | A kind of novel straight-line vacuum prepressing device suitable for treatment of soft foundation | |
| CN206616572U (en) | A kind of plugging dewatering well structure | |
| CN104594368A (en) | Bamboo raft pile oversized cofferdam and construction method for sea reclamation by adopting same | |
| CN217951443U (en) | Damping trench device for tunnel lower-through natural gas pipeline |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190301 |