CN201196301Y - Prefabricated concrete pipe gallery - Google Patents
Prefabricated concrete pipe gallery Download PDFInfo
- Publication number
- CN201196301Y CN201196301Y CNU2008200748436U CN200820074843U CN201196301Y CN 201196301 Y CN201196301 Y CN 201196301Y CN U2008200748436 U CNU2008200748436 U CN U2008200748436U CN 200820074843 U CN200820074843 U CN 200820074843U CN 201196301 Y CN201196301 Y CN 201196301Y
- Authority
- CN
- China
- Prior art keywords
- corridor
- steel cylinder
- corridor body
- gallery
- concrete 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 239000011178 precast concrete Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 239000002994 raw material Substances 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a precast cylindrical steel cylinder concrete pipeline corridor, which consists of a corridor body and a corridor way. The corridor way is cast in the corridor body, and the cross section of the corridor way is of a square shape, wherein (1).the corridor body is cylindrical, and two ends of the corridor body are respectively and coaxially fixed with a bell mouth and a spigot; and (2). the inside of the corridor body is coaxially embedded with a steel cylinder, and two ends of the steel cylinder are respectively and coaxially fixed on the bell mouth and the spigot. The precast cylindrical steel cylinder concrete pipeline corridor has the advantages of simple integral structure, scientific and reasonable design, convenient hoisting and transportation, lower cost of raw materials, simple construction process, and the capability of effectively resisting uniform settlement.
Description
Technical field
The utility model belongs to the piping lane field, especially a kind of precast concrete pipe gallery with steel cylinder.
Background technique
The main effect of piping lane is and gas pipeline, feedwater piping, drainage pipe, intermediate water pipeline, heat supply pipeline and telecommunication cable etc. can be converged; Its advantage is: once excavate, concentrate construction, avoided same highway section to repeat excavation.Present piping lane is cast-in-site and forms, piping lane is a rectangular structure, be embedded with Framework Of Steel Reinforcement in the rectangular piping lane body wall, its making step of mainly constructing comprises: fluting, supporting, precipitation, reinforcing bar binding, formwork, cast concrete, maintenance, form removal, backfill; The subject matter that existing piping lane exists is: the piping lane molding time is long, process step is loaded down with trivial details, construction cost is higher, in the earthquake area that takes place frequently, be very easy to cause structural damage, also having a problem in addition is exactly that present piping lane impermeability is relatively poor, especially the higher place of level of ground water, be easy to cause the short circuit of cable corrosion and low-voltage distribution equipment at the inner wet environment that forms of piping lane.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of simple in structure, and design science is reasonable, lifting, convenient transportation, and the cost of raw material is lower, and construction process is simple, can effectively resist the precast concrete pipe gallery with steel cylinder of uneven settlement.
The utility model solves its technical problem and is achieved through the following technical solutions:
A kind of precast concrete pipe gallery with steel cylinder is made of corridor body, gallery, and gallery is in the corridor body, and the cross section of gallery is a square, wherein
(1). the corridor body is coaxial respectively birdsmouth and the interfaces of being fixed with in the two ends of the cylinder bodily form and corridor body;
(2). the coaxial steel cylinder that is embedded with in the tube wall of corridor body, the two ends of this steel cylinder are coaxial respectively to be packed on birdsmouth and the interface.
And described gallery is coaxial in the corridor body.
And the outer wall of described interface is shaped on 1-3 seal grooves diametrically.
Advantage of the present utility model and beneficial effect are:
1. the corridor body of this piping lane is the prefabricated cylinder bodily form, and its two ends are provided with birdsmouth and interface, and directly install the job site behind fluting, has avoided cast-in-site, has shortened the time of site operation, has improved efficiency of construction, has reduced the cost of construction.
2. this piping lane is the cylinder bodily form, can make things convenient for the lifting and the transportation of this piping lane, and in the construction and installation process, has reduced the frictional force with ground, improves efficiency of construction.
3. be embedded with a steel cylinder in the tube wall of the corridor body of this piping lane, the two ends of this steel cylinder are coaxial respectively to be packed on birdsmouth and the interface, and steel cylinder, birdsmouth and interface connect into an integral body, and the impervious of whole piping lane obviously improved.
4. the outer wall of the interface of this piping lane is shaped on 1-3 seal grooves diametrically, O-ring seal can be installed, make whole piping lane have good joint water closure, and this interface is a flexible interface, interface can rotate to an angle with respect to birdsmouth, help resisting the uneven settlement on basis, reduce the structural damage of piping lane.
5. the utility model overall structure is simple, and design science is reasonable, lifting, convenient transportation, and the cost of raw material is lower, and construction process is simple, can effectively resist the precast concrete pipe gallery with steel cylinder of uneven settlement.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is that the A-A of Fig. 1 is to the cross section enlarged view.
Embodiment
The utility model is described in further detail below by specific embodiment, and following examples are descriptive, is not determinate, can not limit protection domain of the present utility model with this.
A kind of precast concrete pipe gallery with steel cylinder, by corridor body 3, gallery 5 constitutes, gallery is coaxial in the corridor body, the corridor body is formed by the concrete once-cast, the cross section of gallery is a square, this square can be that positive square also can be the square type, the cross section of present embodiment gallery shown in the drawings is positive square, wherein (1). the corridor body is coaxial respectively birdsmouth 6 and the interfaces 1 of being fixed with in the two ends of the cylinder bodily form and corridor body, this birdsmouth and interface are the steel annulus, the outer wall of interface is shaped on 1-3 seal grooves 2 diametrically, and the interface outer wall is shaped on 2 seal grooves diametrically in the present embodiment accompanying drawing; (2). the coaxial steel cylinder 4 that is embedded with in the tube wall of corridor body, the two ends of this steel cylinder coaxial welding respectively become one birdsmouth, steel cylinder and interface on birdsmouth and interface.
This precast concrete pipe gallery with steel cylinder when mounted, O-ring seal is installed in 2 seal grooves of interface outer wall, seal by O-ring seal between interface and the birdsmouth, when running into foundation settlement or earthquake, birdsmouth can rotate a certain angle with respect to interface, to resist uneven sedimentation.
Claims (3)
1. a precast concrete pipe gallery with steel cylinder is made of corridor body, gallery, and gallery is in the corridor body, and the cross section of gallery is a square, it is characterized in that:
(1). the corridor body is coaxial respectively birdsmouth and the interfaces of being fixed with in the two ends of the cylinder bodily form and corridor body;
(2). the coaxial steel cylinder that is embedded with in the tube wall of corridor body, the two ends of this steel cylinder are coaxial respectively to be packed on birdsmouth and the interface.
2. precast concrete pipe gallery with steel cylinder according to claim 1 is characterized in that: described gallery is coaxial in the corridor body.
3. precast concrete pipe gallery with steel cylinder according to claim 1 is characterized in that: the outer wall of described interface is shaped on 1-3 seal grooves diametrically.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200748436U CN201196301Y (en) | 2008-05-23 | 2008-05-23 | Prefabricated concrete pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200748436U CN201196301Y (en) | 2008-05-23 | 2008-05-23 | Prefabricated concrete pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201196301Y true CN201196301Y (en) | 2009-02-18 |
Family
ID=40415938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200748436U Expired - Fee Related CN201196301Y (en) | 2008-05-23 | 2008-05-23 | Prefabricated concrete pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201196301Y (en) |
-
2008
- 2008-05-23 CN CNU2008200748436U patent/CN201196301Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090218 Termination date: 20110523 |