CN200940245Y - Road built by assembled casing filled with stone - Google Patents
Road built by assembled casing filled with stone Download PDFInfo
- Publication number
- CN200940245Y CN200940245Y CN 200620122800 CN200620122800U CN200940245Y CN 200940245 Y CN200940245 Y CN 200940245Y CN 200620122800 CN200620122800 CN 200620122800 CN 200620122800 U CN200620122800 U CN 200620122800U CN 200940245 Y CN200940245 Y CN 200940245Y
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- CN
- China
- Prior art keywords
- road
- road surface
- bedding
- pipe support
- stone filling
- 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 - Lifetime
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Abstract
A unit construction case filling block stone road relates to a road used in construction of shallow sea, mudflat and reservoir. In order to overcome the shortcomings that the overall rigidity of road structure in the current shallow sea and mudflat roads is unfavorable, pipeline channels occupy road space, and pipeline maintenance is inconvenient, etc. The utility model comprises a bedding (30) and a road surface (20). In which, the bedding (30) includes a gauge pile (2), an upper tie beam (4), and a baffle (3), while the filling block stone road surface is provided with a wheel guard edge (6)and a sign post (8); moreover, the gauge piles (2) are vertical and paralleled, with the upper side connected through the upper tie beam (4), and the middle part connected through a lower tie beam (1); moreover, a baffle beam (5) is arranged between the bedding (30) and the road surface (20), and an overhanging beam extended outward along the wheel guard edges (6) on both sides of a concrete road (10) of the road surface (20) is a pipe support beam (7), on which a pipe frame (9) is fixed. The utility has such advantageous effects as rational case structure and high overall intensity, with pipelines laid on the externally overhanging pipe support beam, which is convenient for pipeline maintenance and construction.
Description
Technical field
The utility model relates to a kind of road that is used for shallow sea, beach, reservoir construction process, particularly relates to a kind of assembling casing stone filling road.
Background technology
At present permanent building is as advancing building of seaway road, man-made island in the water, and the method for employing is with in the entry under the assembly type cylinder caisson, after surfacing, increases and binds into sea-going road, and pipeline trench is set in the road lays various pipelines.Because marine ambient conditions is abominable, this road structure integral rigidity is relatively poor, and durability remains further to be improved; Because pipeline trench has captured path space, reduced the integral rigidity of road simultaneously,, influenced road during maintenance in case pipeline goes wrong.
The utility model content
The purpose of this utility model is in order to overcome in existing shallow sea, the beach road, and the road structure integral rigidity is relatively poor, and pipeline trench has captured path space, and pipeline maintenance is supported deficiencies such as inconvenience, and a kind of assembling casing stone filling road is provided.
In order to achieve the above object, assembling casing stone filling road of the present utility model, comprise bedding, road surface, bedding comprises guide pile, straining beam, baffle plate, stone filling, protect wheel bank and marker post on the road surface, guide pile is vertical and be parallel to each other, and the upper end is connected by last straining beam, and the middle part is by straining beam connection down; The retaining beam is arranged between bedding and the road surface; The concrete road on road surface protects the outer outrigger that extends outward of wheel bank along two ends be the pipe support beam, is fixed with pipe support above the pipe support beam.
The assembling casing stone filling road of realizing the utility model purpose can also be:
Assembling casing stone filling road comprises bedding, road surface, and bedding comprises guide pile, straining beam, baffle plate, stone filling, protects wheel bank and marker post on the road surface, and guide pile is vertical and be parallel to each other, and the upper end is connected by last straining beam, and the middle part is by straining beam connection down; The retaining beam is arranged between bedding and the road surface; The outer outrigger that last straining beam extends outward is the pipe support beam, is fixed with pipe support above the pipe support beam.
The beneficial effect of the utility model assembling casing stone filling road is: body structure is reasonable, and the bulk strength height is chosen outward on the pipe support beam and laid the line, and is convenient to the maintenance and the construction of pipeline.
Description of drawings
Fig. 1 is the utility model assembling casing stone filling road first embodiment sectional schematic diagram.
Fig. 2 is the utility model assembling casing stone filling road first embodiment side schematic view.
Fig. 3 is the utility model assembling casing stone filling road first embodiment vertical view.
Fig. 4 is the utility model assembling casing stone filling road second embodiment sectional schematic diagram.
Fig. 5 is the utility model assembling casing stone filling road second embodiment side schematic view.
Fig. 6 is the utility model assembling casing stone filling road second embodiment vertical view.
Among the figure: 1. descend straining beam, 2. guide pile, 3. baffle plate is 4. gone up straining beam, and 5. the retaining beam 6. protects the wheel bank, 7. pipe support beam, 8. marker post, 9. pipe support, 10. concrete road, 11. pipe support beams, 12. pipe supports, 13. filling piece stone, 14. filling piece stones, 15. locating holes, 16. pitched works, 20. road surfaces, 30. beddings.
The specific embodiment
With reference to Fig. 1, Fig. 2, Fig. 3.The utility model assembling casing stone filling road first embodiment, comprise bedding 30, road surface 20, bedding 30 comprises guide pile 2, straining beam, baffle plate 3, stone filling, protect wheel bank 6 and marker post 8 on the road surface 20, guide pile 2 is vertical and be parallel to each other, the upper end is connected by last straining beam 4, and the middle part is by straining beam 1 connection down; Retaining beam 5 is arranged between bedding 30 and the road surface 20; The concrete road 10 on road surface 20 protects the outer outrigger that extends outward of wheel bank 6 along two ends be pipe support beam 7, is fixed with pipe support 9 above the pipe support beam 7.There is the locating hole 15 of installing and locating stake 2 at the both ends of following straining beam 1, and locating hole 15 is reserved when prefabricated.Got rid of the beard muscle above the last straining beam 4, can be when building road surface 20 and road surface 20 monobloc casts.
With reference to Fig. 4, Fig. 5, Fig. 6.The utility model assembling casing stone filling road second embodiment, comprise bedding 30, road surface 20, bedding 30 comprises guide pile 2, straining beam, baffle plate 3, stone filling, protect wheel bank 6 and marker post 7 on the road surface 20, guide pile 2 is vertical and be parallel to each other, the upper end is connected by last straining beam 4, and the middle part is by straining beam 1 connection down; Retaining beam 5 is arranged between bedding 30 and the road surface 20; The outer outrigger that extend outward at last straining beam 4 two ends is a pipe support beam 11, is fixed with pipe support 12 above the pipe support beam 11.There is the locating hole 15 of installing and locating stake 2 at the both ends of following straining beam 1.Got rid of the beard muscle above the last straining beam 4, can be when building road surface 20 and road surface 20 monobloc casts.
Manufacturing process of the present utility model is, measures unwrapping wire earlier, determines the stake position, according to the stake site, straining beam 1 down is installed at first, and the locating hole 15 of guide pile 2 is left in following straining beam 1 end when prefabricated; Again guide pile 2 is inserted locating hole 15, the hypomere of guide pile 2 inserts in the seawater stratum; Baffle plate 3 is installed then, is inserted between the inside and outside wing plate of guide pile 2; Then install straining beam 4, form casing; In casing, throw stone filling 14, throw piece stone builder's road both sides pitched work 16 simultaneously.Behind casing Inner stiffener stone 13 approaching last straining beam 4 end faces, retaining beam 5 (got rid of the beard muscle above the retaining beam 5, be convenient to and road surface, top 20 monobloc casts) is installed.Retaining beam 5 installs, and begins to throw layer filling piece stone 14 and levelling.Install surface course and pipe support beam forms at last, get rid of with last straining beam 4 and retaining beam 5 that muscle is whole to be watered.Road surface 20 throws away when constructing and protects wheel bank 6, marker post 8 reinforcing bars, and partitioning slot should be in time cut on road surface 20.The partitioning slot cutting finishes, after reaching 75%, top course intensity installs to protect wheel bank 6, marker post 8 templates, and concreting, pipe support 9 or pipe support 12 are installed in maintenance on pipe support beam 7 or pipe support beam 11.
During construction, will descend straining beam 1, guide pile 2, baffle plate 3 in advance, go up straining beam 4, retaining beam 5 is pre-formed outside the venue, adopts the assembled on site mode to form casing, each member can calculate change member body weight according to field condition and lifting ability.
The baffle plate 3 of the utility model assembling casing stone filling road can be a solid slab, and in order to increase the water permeability of road, baffle plate 3 also can be a screen.Although the porous of this assembling casing stone filling road own when requiring to need in road aquaporin to be set, can cancel baffle plate 3 and pitched work 16 at channel position, is directly installed prefabricated bridge plate and can be realized more than the retaining beam.
Claims (8)
1. assembling casing stone filling road, comprise bedding, road surface, bedding comprises guide pile, straining beam, baffle plate, stone filling, protect wheel bank and marker post on the road surface, it is characterized in that: guide pile (2) is vertical and be parallel to each other, the upper end is connected by last straining beam (4), and the middle part is by straining beam (1) connection down; Between bedding (30) and road surface (20) retaining beam (5) is arranged; The concrete road (10) on road surface (20) protects the outer outrigger that extends outward of wheel bank (6) along two ends be pipe support beam (7), is fixed with pipe support (9) above the pipe support beam (7).
2. assembling casing stone filling road according to claim 1 is characterized in that: there is the locating hole (15) of installing and locating stake (2) at the described both ends of straining beam (1) down.
3. assembling casing stone filling road according to claim 2 is characterized in that: described going up on the straining beam (4) got rid of beard muscle and road surface (20) monobloc cast.
4. assembling casing stone filling road according to claim 3, it is characterized in that: described baffle plate (3) is a solid slab, also can be screen.
5. assembling casing stone filling road, comprise bedding, road surface, bedding comprises guide pile, straining beam, baffle plate, stone filling, protect wheel bank and marker post on the road surface, it is characterized in that: guide pile (2) is vertical and be parallel to each other, the upper end is connected by last straining beam (4), and the middle part is by straining beam (1) connection down; Between bedding (30) and road surface (20) retaining beam (5) is arranged; The outer outrigger that extend outward at last straining beam (4) two ends is pipe support beam (11), is fixed with pipe support (12) above the pipe support beam (11).
6. assembling casing stone filling road according to claim 5 is characterized in that: there is the locating hole (15) of installing and locating stake (2) at the described both ends of straining beam (1) down.
7. assembling casing stone filling road according to claim 6 is characterized in that: described going up on the straining beam (4) got rid of beard muscle and road surface (20) monobloc cast.
8. assembling casing stone filling road according to claim 7, it is characterized in that: described baffle plate (3) is a solid slab, also can be screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620122800 CN200940245Y (en) | 2006-07-28 | 2006-07-28 | Road built by assembled casing filled with stone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620122800 CN200940245Y (en) | 2006-07-28 | 2006-07-28 | Road built by assembled casing filled with stone |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200940245Y true CN200940245Y (en) | 2007-08-29 |
Family
ID=38746426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620122800 Expired - Lifetime CN200940245Y (en) | 2006-07-28 | 2006-07-28 | Road built by assembled casing filled with stone |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200940245Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103306300A (en) * | 2013-06-27 | 2013-09-18 | 陈振新 | Assembled caisson for marine construction |
| CN106049365A (en) * | 2016-05-23 | 2016-10-26 | 中交第航务工程局有限公司 | Novel net tying ring construction technique |
| CN109371906A (en) * | 2018-12-10 | 2019-02-22 | 四川港航建设工程有限公司 | Active service dyke dam crest road upgradeable architecture and construction method |
| CN111456047A (en) * | 2020-04-06 | 2020-07-28 | 沈斌 | Hydraulic engineering keeps off and flows device |
-
2006
- 2006-07-28 CN CN 200620122800 patent/CN200940245Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103306300A (en) * | 2013-06-27 | 2013-09-18 | 陈振新 | Assembled caisson for marine construction |
| CN103306300B (en) * | 2013-06-27 | 2015-07-01 | 陈振新 | Assembled caisson for marine construction |
| CN106049365A (en) * | 2016-05-23 | 2016-10-26 | 中交第航务工程局有限公司 | Novel net tying ring construction technique |
| CN109371906A (en) * | 2018-12-10 | 2019-02-22 | 四川港航建设工程有限公司 | Active service dyke dam crest road upgradeable architecture and construction method |
| CN111456047A (en) * | 2020-04-06 | 2020-07-28 | 沈斌 | Hydraulic engineering keeps off and flows device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20070829 |
|
| EXPY | Termination of patent right or utility model |