CN207828734U - Precast splice type road slope rhone - Google Patents
Precast splice type road slope rhone Download PDFInfo
- Publication number
- CN207828734U CN207828734U CN201721827083.7U CN201721827083U CN207828734U CN 207828734 U CN207828734 U CN 207828734U CN 201721827083 U CN201721827083 U CN 201721827083U CN 207828734 U CN207828734 U CN 207828734U
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- CN
- China
- Prior art keywords
- rhone
- armored concrete
- lap segment
- prefabricated subsection
- slope
- Prior art date
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Road Paving Structures (AREA)
Abstract
Precast splice type road slope rhone to effectively improve the construction efficiency of rhone, and reduces slope excavating amount to the greatest extent.Slope drainage slot is spliced by the armored concrete prefabricated subsection for being longitudinally continuous setting, longitudinal both ends of each armored concrete prefabricated subsection are respectively preceding lap segment, rear lap segment, there is on the inner wall of lap segment circumferential deep gouge structure afterwards, preceding lap segment then has tenon structure compatible with the circumferential direction deep gouge structure, and the tenon structure of previous armored concrete prefabricated subsection, which is fallen into, forms overlap joint in the circumferential deep gouge structure of latter reinforced concrete prefabricated subsection.
Description
Technical field
The utility model is related to civil engineering, more particularly to a kind of precast splice type road (highway, railway) slope drainage
Slot.
Background technology
Traditional slope drainage slot is made of reinforced concrete cast-in-situ or mortar flag stone form, due to its own structure
Characteristic is limited, and slope surface excavated volume is big, and working procedure is more, complex process, and the construction time is long, and slope failure easily occurs, slips the diseases such as collapse
Harmful and construction efficiency is relatively low.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of precast splice type road slope rhones, with effective
The construction efficiency of rhone is improved, and reduces slope excavating amount to the greatest extent.
Technical solution is as follows used by the utility model solves its technical problem：
The precast splice type road slope rhone of the utility model, it is characterized in that：Slope drainage slot is set by being longitudinally continuous
The armored concrete prefabricated subsection set is spliced, the respectively preceding lap segment in longitudinal both ends of each armored concrete prefabricated subsection,
Lap segment afterwards has circumferential deep gouge structure on the inner wall of rear lap segment, and preceding lap segment then has mutually fits with the circumferential direction deep gouge structure
The tenon structure matched, the circumferential direction that the tenon structure of previous armored concrete prefabricated subsection falls into latter reinforced concrete prefabricated subsection are heavy
Overlap joint is formed in slot structure.
The utility model has the beneficial effects that slope drainage slot is spelled by the armored concrete prefabricated subsection for being longitudinally continuous setting
It connects into, it can be achieved that factorial praluction, on-site consolidation, can greatly improve the construction efficiency of rhone；Reduce bricklaying dosage, saves
Save project cost；Slope excavating amount can be reduced to the greatest extent, avoided that slope failure occurs, slipped the diseases such as collapse.
Description of the drawings
This specification includes following four width attached drawing：
Fig. 1 is the stereogram of armored concrete prefabricated subsection in the utility model precast splice type road slope rhone；
Fig. 2 is the vertical view of armored concrete prefabricated subsection in the utility model precast splice type road slope rhone；
Fig. 3 is the upward view of armored concrete prefabricated subsection in the utility model precast splice type road slope rhone；
Fig. 4 is the plan view of the utility model precast splice type road slope rhone.
Component, position and corresponding label are shown in figure：Armored concrete prefabricated subsection 10, preceding lap segment 11, rear overlap joint
Section 12.
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples.
Referring to figs. 1 to Fig. 4, the precast splice type road slope rhone of the utility model, slope drainage slot is by longitudinally connecting
The armored concrete prefabricated subsection 10 of continuous setting is spliced, before longitudinal both ends of each armored concrete prefabricated subsection 10 are respectively
Lap segment 11, rear lap segment 12 have circumferential deep gouge structure on the inner wall of rear lap segment 12, and preceding lap segment 11 then has and the ring
To the compatible tenon structure of deep gouge structure, the tenon structure of previous armored concrete prefabricated subsection 10 falls into latter reinforced concrete
Overlap joint is formed in the circumferential deep gouge structure of prefabricated subsection 10.
Referring to figs. 1 to Fig. 4, the armored concrete prefabricated subsection 10 is in horn-like in the longitudinal direction, and cross section is U-shaped.
Lap-joint will form level-one faulting of slab ends, wait for that the construction of entire rhone finishes, will be as integrating more work(of slope drainage and energy dissipating
It can drainage system.Factorial praluction, on-site consolidation can be achieved, the construction efficiency of rhone can be greatly improved；Bricklaying dosage is reduced,
Save project cost；Slope excavating amount can be reduced to the greatest extent, avoided that slope failure occurs, slipped the diseases such as collapse.
Some principles of the utility model precast splice type road slope rhone described above that only explains through diagrams, and
It is non-be by the utility model be confined to shown in and the concrete structure and the scope of application in, therefore every be possible to be utilized
It is corresponding modification and equivalent, belong to the apllied the scope of the claims of the utility model.
Claims (2)
1. precast splice type road slope rhone, it is characterized in that：Slope drainage slot is by being longitudinally continuous the armored concrete of setting
Prefabricated subsection (10) is spliced, longitudinal both ends of each armored concrete prefabricated subsection (10) be respectively before lap segment (11), after
Lap segment (12) has circumferential deep gouge structure on the inner wall of rear lap segment (12), and preceding lap segment (11) then has to be sunk with circumferential direction
The compatible tenon structure of slot structure, it is prefabricated that the tenon structure of previous armored concrete prefabricated subsection (10) falls into rear reinforced concrete
Overlap joint is formed in the circumferential deep gouge structure of segment (10).
2. precast splice type road slope rhone as described in claim 1, it is characterized in that：The prefabricated section of armored concrete
Section (10) is in horn-like in the longitudinal direction, and cross section is U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721827083.7U CN207828734U (en) | 2017-12-23 | 2017-12-23 | Precast splice type road slope rhone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721827083.7U CN207828734U (en) | 2017-12-23 | 2017-12-23 | Precast splice type road slope rhone |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207828734U true CN207828734U (en) | 2018-09-07 |
Family
ID=63389129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721827083.7U Active CN207828734U (en) | 2017-12-23 | 2017-12-23 | Precast splice type road slope rhone |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207828734U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208427A (en) * | 2018-10-15 | 2019-01-15 | 泉州台商投资区春凯机械科技有限公司 | A kind of combined connection apparatus of the combined type curb tidal channel using fluid pressure transmission |
-
2017
- 2017-12-23 CN CN201721827083.7U patent/CN207828734U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208427A (en) * | 2018-10-15 | 2019-01-15 | 泉州台商投资区春凯机械科技有限公司 | A kind of combined connection apparatus of the combined type curb tidal channel using fluid pressure transmission |
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| GR01 | Patent grant |