CN204326098U - The road structure of underpass of freeways next-door neighbour Bridge Pier - Google Patents
The road structure of underpass of freeways next-door neighbour Bridge Pier Download PDFInfo
- Publication number
- CN204326098U CN204326098U CN201420794077.6U CN201420794077U CN204326098U CN 204326098 U CN204326098 U CN 204326098U CN 201420794077 U CN201420794077 U CN 201420794077U CN 204326098 U CN204326098 U CN 204326098U
- Authority
- CN
- China
- Prior art keywords
- anchor pile
- freeways
- underpass
- bridge
- door neighbour
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides the road structure of a kind of underpass of freeways next-door neighbour Bridge Pier, comprise and be arranged at bridge on highway pier in cut slope and be arranged at the suprabasil railway bed of cutting, cut slope edge is longitudinally arranged at intervals with multiple anchor pile, be provided with wall between stake between adjacent anchor pile, between anchor pile and bridge on highway pier, be provided with grouting and reinforcing district.The utility model is by arranging ruggedized construction effective guarantee speedway and railway security.
Description
Technical field
The utility model relates to geotechnical engineering field, is specifically related to the road structure of a kind of underpass of freeways next-door neighbour Bridge Pier.
Background technology
Along with the large step of railway construction in China is advanced; the railway network is day by day flourishing; newly built railway often can walk abreast or intersect with existing speedway; particularly during railway underpass of freeways; then need to carry out special construction design, the smooth enforcement of newly built railway could be met, existing speedway is not had a negative impact simultaneously; adopt the railway excavation supporting scheme of reasonable science, railway, highway can be coordinated mutually and sustainable development.The mode situation of intersecting due to railway and highway is a lot, various, again all more complicated, does not have a kind of method can adapt to solve all situations, therefore, all needs to be solved by special construction design, or solved by special construction engineering method, technique.
Utility model content
For above-mentioned technical problem, the utility model provides the road structure of a kind of underpass of freeways next-door neighbour Bridge Pier, by arranging ruggedized construction effective guarantee speedway and railway security.
The utility model provides the road structure of a kind of underpass of freeways next-door neighbour Bridge Pier, comprise and be arranged at bridge on highway pier in cut slope and be arranged at the suprabasil railway bed of cutting, cut slope edge is longitudinally arranged at intervals with multiple anchor pile, be provided with wall between stake between adjacent anchor pile, between anchor pile and bridge on highway pier, be provided with grouting and reinforcing district.
Described anchor pile is arranged at the lateral sulcus edge of railway bed.Grouting and reinforcing district is arranged at bridge on highway pier edge.
The cantilever segment of described anchor pile is positioned on railway bed lateral sulcus absolute altitude, and the anchoring section of anchor pile is positioned under railway bed lateral sulcus absolute altitude.
Between described stake, wall is arranged between the cantilever segment of adjacent anchor pile, and the suspension section both sides of anchor pile are provided with bracket.
Described bottom, grouting and reinforcing district and railway bed lateral sulcus absolute altitude are positioned at same level line, and the lateral extent in grouting and reinforcing district is 3-8m.
The utility model carries out grouting and reinforcing under existing bridge on highway pier around pile foundation, grouting and reinforcing scope is that railway bed lateral sulcus absolute altitude is with upper part, by injecting treatment, the soil body compactness within the scope of Bridge Pier and intensity are increased all to some extent, when railway bed pile plate wall is constructed, avoid the impact on Existing Railway Bridges pier, ensure current highway and bridge safety.Railway bed is to wear existing speedway under cutting form, and cutting adopts pile plate wall supporting and protection structure near existing highway bridge pier side, successfully solves the problem of railway underpass of freeways narrow space.The utility model, by pile plate wall closing slope and pile peripheral earth grouting and reinforcing, defines the ruggedized construction of " solid after front ", has not only ensured existing expressway safety, can also ensure the unimpeded of railway.
Accompanying drawing explanation
Fig. 1 is the utility model schematic diagram
Wherein, 1-bridge on highway pier, 2-grouting and reinforcing scope, 3-anchor pile, 4-lateral sulcus, 5-railway bed, wall between 6-stake, 7-cantilever segment, 8-anchoring section, 9-cut slope, the substrate of 10-cutting.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, the utility model is described further:
The utility model provides the road structure of a kind of underpass of freeways next-door neighbour Bridge Pier 1, comprise be arranged at bridge on highway pier in cut slope 91 and be arranged in cutting substrate 10 railway bed 5, cut slope 9 edge is longitudinally arranged at intervals with multiple anchor pile 3, be provided with wall 6 between stake between adjacent anchor pile 3, between stake, wall 6 and anchor pile 3 match and form pile plate wall structure.Grouting and reinforcing district 2 is provided with between pile plate wall structure and bridge on highway pier 1, grouting and reinforcing district 2 is arranged at bridge on highway pier 1 edge, by injecting treatment, the soil body compactness in Bridge Pier 1 scope and intensity are increased all to some extent, when railway bed 5 pile plate wall is constructed, avoid the impact on Existing Railway Bridges pier 1, ensure current highway and bridge safety.As shown in Figure 1, railway bed 5 is arranged in cutting substrate 10, and railway bed 5 both sides are provided with the lateral sulcus 4 for draining.Described pile plate wall is arranged at lateral sulcus 4 edge of railway bed 5, without the need to arranging platform between described railway bed 5 and cut slope 9, successfully solves the problem of railway underpass of freeways narrow space.
The cantilever segment 7 of described anchor pile 3 is positioned on railway bed 5 lateral sulcus 4 absolute altitude, and the anchoring section 8 of anchor pile 3 is positioned under railway bed 5 lateral sulcus 4 absolute altitude.The pile foundation of bridge on highway pier 1 and the anchoring section 8 of anchor pile 3 are all arranged in the good ground of cut slope 9.Between described stake, wall 6 is arranged between the cantilever segment 7 of adjacent anchor pile 3, and the suspension section both sides of anchor pile 3 are provided with bracket.Anchoring section 8 and cantilever segment 7 ratio of anchor pile 3 are 2:1, and sufficient stability requirement is covered with in stake.The pile center spacing 4m of anchor pile 3, main body section size 2.5m × 2.5m, cantilever segment 7 front both sides of wall 6 wall between stake arrange 30cm × 40cm bracket, and anchor pile 3 pile body adopts C30 concrete, between stake, wall 6 adopts the baffle plate being of a size of 50cm × 25cm × 130cm, and adopts C30 Prefabricated reinforced concrete part.
Described bottom, grouting and reinforcing district 2 and railway bed 5 lateral sulcus 4 absolute altitude are positioned at same level line, and the lateral extent in grouting and reinforcing district 2 is 3-8m.In the present embodiment grouting and reinforcing district 2 scope be railway bed 5 lateral sulcus 4 absolute altitude with upper part, bridge on highway pier 1 to railway side 5 meters is longitudinally railway and highway cross street.The utility model is main pulping material with Portland cement and water glass, water glass regulates the initial setting time of injection slurry as additive, wherein water/binder ratio is 1 ~ 0.5:1, and cement grout and water glass liquid volume are than being 1:0.08 ~ 0.12, and concentration of slurry from thin to thick.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.
The content be not described in detail in this manual belongs to the known prior art of professional and technical personnel in the field.
Claims (6)
1. the road structure of a underpass of freeways next-door neighbour Bridge Pier, it is characterized in that comprising the bridge on highway pier (1) be arranged in cut slope (9) and the railway bed (5) be arranged in cutting substrate (10), cut slope (9) edge is longitudinally arranged at intervals with multiple anchor pile (3), be provided with wall between stake (6) between adjacent anchor pile (3), between anchor pile (3) and bridge on highway pier (1), be provided with grouting and reinforcing district (2).
2. the road structure of underpass of freeways next-door neighbour Bridge Pier according to claim 1, is characterized in that anchor pile (3) is arranged at lateral sulcus (4) edge of railway bed (5).
3. the road structure of underpass of freeways next-door neighbour Bridge Pier according to claim 2, is characterized in that grouting and reinforcing district (2) is arranged at bridge on highway pier (1) edge.
4. the road structure of underpass of freeways next-door neighbour Bridge Pier according to claim 2, it is characterized in that the cantilever segment (7) of anchor pile (3) is positioned on railway bed (5) lateral sulcus (4) absolute altitude, the anchoring section (8) of anchor pile (3) is positioned under railway bed (5) lateral sulcus (4) absolute altitude.
5. the road structure of underpass of freeways next-door neighbour Bridge Pier according to claim 3, it is characterized in that between described stake, wall (6) is arranged between the cantilever segment (7) of adjacent anchor pile (3), suspension section (7) both sides of anchor pile (3) are provided with bracket.
6. the road structure of underpass of freeways next-door neighbour Bridge Pier according to claim 4, it is characterized in that lateral sulcus (4) absolute altitude of (2) bottom, grouting and reinforcing district and railway bed (5) is positioned at same level line, the lateral extent of grouting and reinforcing district (2) is 3-8m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420794077.6U CN204326098U (en) | 2014-12-15 | 2014-12-15 | The road structure of underpass of freeways next-door neighbour Bridge Pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420794077.6U CN204326098U (en) | 2014-12-15 | 2014-12-15 | The road structure of underpass of freeways next-door neighbour Bridge Pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326098U true CN204326098U (en) | 2015-05-13 |
Family
ID=53162474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420794077.6U Active CN204326098U (en) | 2014-12-15 | 2014-12-15 | The road structure of underpass of freeways next-door neighbour Bridge Pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326098U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452805A (en) * | 2014-12-15 | 2015-03-25 | 中铁第四勘察设计院集团有限公司 | Roadbed structure of underpass expressway adjacent to bridge pier |
| CN105603860A (en) * | 2016-02-19 | 2016-05-25 | 河南省交通规划设计研究院股份有限公司 | Prefabricated T beam and construction method |
-
2014
- 2014-12-15 CN CN201420794077.6U patent/CN204326098U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452805A (en) * | 2014-12-15 | 2015-03-25 | 中铁第四勘察设计院集团有限公司 | Roadbed structure of underpass expressway adjacent to bridge pier |
| CN105603860A (en) * | 2016-02-19 | 2016-05-25 | 河南省交通规划设计研究院股份有限公司 | Prefabricated T beam and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101775987B (en) | Zero spacing construction method for overlapping part of upper main tunnel and lower main tunnel of underground overpass | |
| CN106320120B (en) | A kind of peg board formula is without dirt road base construction of the highway technique | |
| CN203729324U (en) | Anchor rod lattice type retaining wall structure | |
| CN106049379B (en) | Temporary power generation method during construction lag of downstream of spillway and rockfill self-breaking dam | |
| CN106930231A (en) | A kind of construction method of the engineering flood bank reinforcing that is applied to pass the flood period | |
| CN104452805A (en) | Roadbed structure of underpass expressway adjacent to bridge pier | |
| CN109750571A (en) | A kind of road landslide emergency and permanent supporting and retaining system integral structure and construction method | |
| CN107700299B (en) | Overpass lower-layer ground road structure and construction method thereof | |
| CN202450485U (en) | Sheet pile-reinforced flood control wall | |
| CN102146676A (en) | High-steep side slope subgrade structure for mountain area | |
| CN102817298B (en) | Construction method on frozen soil | |
| CN202830673U (en) | Existing embankment heightening structure for limited using land area | |
| CN205576637U (en) | Processing closes on roadbed structure of existing line soft soil foundation | |
| CN204326098U (en) | The road structure of underpass of freeways next-door neighbour Bridge Pier | |
| CN203613426U (en) | Groove-shaped embankment structure | |
| CN204753261U (en) | Light -duty road bed of a doublestage shelves structure | |
| CN204456058U (en) | A kind of constructing structure reducing building base subsidence speed | |
| CN105155377A (en) | Roadbed structure close to expressway pier | |
| CN211228180U (en) | Culvert structure capable of protecting embankment | |
| CN113215995A (en) | Method for constructing bridge road in narrow space | |
| CN208884292U (en) | Soft soil roadbed and normal roadbed intersection anti-settling structure | |
| CN207552833U (en) | A kind of elevated bridge basal perimeter ground road structure | |
| CN104695379A (en) | Ecological river channel revetment structure | |
| CN202925538U (en) | Rammer constructed on frozen soil | |
| CN203096697U (en) | Ballast field structure at earth and rockfill dam toe |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |