CN2769319Y - Concrete seepage road - Google Patents
Concrete seepage road Download PDFInfo
- Publication number
- CN2769319Y CN2769319Y CN 200420099600 CN200420099600U CN2769319Y CN 2769319 Y CN2769319 Y CN 2769319Y CN 200420099600 CN200420099600 CN 200420099600 CN 200420099600 U CN200420099600 U CN 200420099600U CN 2769319 Y CN2769319 Y CN 2769319Y
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- CN
- China
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- road
- water seepage
- stake
- concrete water
- new concrete
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Abstract
The utility model relates to a road surface used for process of construction of shallow sea, tidal flats and reservoirs, particularly a novel concrete seepage road. The utility model discloses a novel concrete seepage road which comprises a road body and a road surface, wherein the road body is composed of box bodies (4) which are mutually connected together by cross arms (3); both sides of the road body are provided with road piles (1), and side faces between the road piles are provided with box fender boards (5); the top is transversely provided with straining beams (2), and the top surfaces of the straining beams are provided with the concrete road surface. The utility model has the advantages of high speed of construction, small difficulty, short construction period and low cost, and is widely applied to projects of bridge construction and road construction in shallow sea along water areas.
Description
One, technical field
The utility model relates to the road surface of the process of construction that is used for shallow sea, beach, reservoir, relates in particular to a kind of new concrete water seepage road.
Two, background technology
At present, beach sea exploitation is general adopt the closed section sea wall or rockfill, traffic that concrete overflows water blockoff structures such as water route produces road, though this road also can be used, but, this road exists that investment is big, difficulty of construction is high, speed is slow, long in time limit and along with the intensification of seawater, workmanship also is difficult to the shortcoming and defect that guarantees.
Three, summary of the invention
The technical problem that the utility model solves is: the shortcoming and defect that overcomes and avoid existing in the above-mentioned prior art, and provide a kind of investment little, difficulty of construction is low, speed is fast, the duration is short, the measured new concrete water seepage road of matter.The road body has pervious function, and promptly the road body had aquaporin.
The technical scheme that the utility model is dealt with problems is: interconnect casing with cross-arm and constitute the road body, the road construction stake is inserted in body both sides, road, and the side is the retaining boxboard between the stake of road, and top cross is a straining beam, and the straining beam top is the rigid pavement.
Road stake epimere cross section is " worker " font structure, plug-in mounting retaining boxboard in its breach, and hypomere is a rectangle, triangle or cylindrical structural, insert in the stratum lower end.Casing is between the upper and lower surface support column to be arranged, and supporting leg is arranged at the bottom, and upper surface has the tea table shape structure of the protruding rubber in plane, is interconnected by cross-arm, constitutes the road body, bears vertical load.
The retaining boxboard is " one " font structure, cooperates installation with " worker " font breach of road stake, and fixing and prevention casing laterally moves, and bears most of lateral load.Straining beam is to be laterally to be connected the beam structure of rectangle with the road stake in the middle of two ends are pincer, and fixing and prevention casing vertically moves, and bears the part lateral load.Body two side roof parts in road are provided with marker peg, when seawater is dark, play the safety sign effect.The road body side surface has the jackstone that prevents seawater scouring road body root, with the soundness of protection road body.
The utility model compared with prior art has following advantage and beneficial effect:
1, because casing, straining beam, road stake, retaining boxboard are the prefabricated reinforced concrete structure in ground, so speed of application is fast, and difficulty of construction is low, short construction period, quality are secure.
2, construction cost is low, and comparable as calculated prior art is saved construction fund 25%-50%.
3, owing to adopted stake case concrete component to dredge permeable structure, guaranteed the safe, practical performance of marine road.
Four, description of drawings
Fig. 1 is a plane structure schematic diagram of the present utility model;
Fig. 2 is an A-A sectional view of the present utility model;
Fig. 3 is the schematic cross-sectional view of the utility model Fig. 1;
Fig. 4 is the utility model body structure schematic diagram;
A kind of structural representation of Fig. 5 the utility model retaining boxboard;
The another kind of structural representation of Fig. 6 the utility model retaining boxboard;
The another kind of structural representation of Fig. 7 the utility model retaining boxboard.
Five, the specific embodiment
The utility model describes the specific embodiment in detail below in conjunction with accompanying drawing:
As Fig. 1, Fig. 2, Fig. 3, stake 1 hypomere in road inserts in the seawater stratum, and epimere is exposed, and inserts retaining boxboard 5 in " worker " font breach of its side, the retaining boxboard is the top that is inserted to the road stake from ground continuously, and suitable according to feelings, pour into, to leave enough aquaporins 9 of crossing.The pincerlike head at straining beam 2 two ends cooperatively interacts with the breach of road stake and links together, and forms three-dimensional type of attachment.Casing 4 is placed between the retaining boxboard, and the protruding rubber in its plane is placed on the straining beam, and casing and casing are interconnected by cross-arm 3 and be integral.A uppermost retaining boxboard 5 is inserted in the breach of the road stake 1 of straining beam more than 2, its end face is equal with the end face of casing 4, and poured concrete on it tamps levelling, form the road surface and install roadside sign stake 7, retaining boxboard 5 is " one " font structure of reinforced concrete prefabricated one-tenth.
As Fig. 4, Fig. 5, Fig. 6, Fig. 7, casing 4 is prefabricated into steel concrete tea table shape member, and the top is that surface plate 10, bottom with the protruding rubber in plane is at the bottom of the plane 11, and there is 4-10 root support column 12 centre, and there is supporting leg 13 lower end for four jiaos.
During construction, in advance reinforced concrete member is made in road stake 1, straining beam 2, cross-arm 3, casing 4, retaining boxboard 5 and roadside sign stake 7, by pile driving equipment the road stake is driven into underwater stratum according to the designing requirement degree of depth then, retaining boxboard and straining beam are installed again, lift straining beam again and be connected cross-arm, cast-in-situ concrete road surface and marker peg is installed is thrown into jackstone 8 at trackside at last then.
Claims (7)
1, a kind of new concrete water seepage road comprises road body and road surface, it is characterized in that interconnecting casing (4) by cross-arm (3) constitutes the road body, body both sides, road are road stake (1), the side is retaining boxboard (5) between the stake of road, and top cross is straining beam (2), and the straining beam end face is rigid pavement (6).
2, new concrete water seepage road according to claim 1 is characterized in that road stake (1) epimere cross section is plug-in mounting retaining boxboard (5) in " worker " font structure, its breach, and hypomere is rectangle, triangle or cylindrical structural.
3, new concrete water seepage road according to claim 1 and 2 is characterized in that casing (4) is that support column (12) is arranged between the upper and lower surface, and the bottom has supporting leg (13) upper surface that the tea table shape structure of the protruding rubber in plane is arranged.
4, according to claim 1 or 2 described new concrete water seepage roads, it is characterized in that keeping off boxboard (5) and be " one " font structure, cooperate installation with road stake (1).
5, new concrete water seepage road according to claim 1 and 2 is characterized in that straining beam (2) is the structure of rectangle for two ends are pincerlike, middle, and matching with road stake (1) is connected.
6, new concrete water seepage road according to claim 1 and 2 is characterized in that the two side roof part bidding will stakes (7) of road body.
7, new concrete water seepage road according to claim 1 and 2 is characterized in that the road body side surface has the jackstone (8) that prevents seawater scouring road body root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420099600 CN2769319Y (en) | 2004-12-20 | 2004-12-20 | Concrete seepage road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420099600 CN2769319Y (en) | 2004-12-20 | 2004-12-20 | Concrete seepage road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2769319Y true CN2769319Y (en) | 2006-04-05 |
Family
ID=36690397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420099600 Expired - Fee Related CN2769319Y (en) | 2004-12-20 | 2004-12-20 | Concrete seepage road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2769319Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100389542C (en) * | 2004-11-04 | 2008-05-21 | 海信集团有限公司 | Device and method for receiving positioning system signal of mobile wireless terminal |
| CN102635045A (en) * | 2012-03-28 | 2012-08-15 | 徐成琦 | Integral construction method for road |
-
2004
- 2004-12-20 CN CN 200420099600 patent/CN2769319Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100389542C (en) * | 2004-11-04 | 2008-05-21 | 海信集团有限公司 | Device and method for receiving positioning system signal of mobile wireless terminal |
| CN102635045A (en) * | 2012-03-28 | 2012-08-15 | 徐成琦 | Integral construction method for road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |