CN212895706U - Small-span rigid frame cantilever plate renovation structure suitable for roadbed upwarping - Google Patents
Small-span rigid frame cantilever plate renovation structure suitable for roadbed upwarping Download PDFInfo
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- CN212895706U CN212895706U CN202022118285.2U CN202022118285U CN212895706U CN 212895706 U CN212895706 U CN 212895706U CN 202022118285 U CN202022118285 U CN 202022118285U CN 212895706 U CN212895706 U CN 212895706U
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- cantilever plate
- pier stud
- roadbed
- geology
- rigid frame
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Abstract
The utility model discloses a small-span rigid frame cantilever plate renovation structure suitable for the upwarp of a roadbed, which comprises a column body structure and cantilever plate beams; one part of the lower end of the column structure is arranged below the upper arch geology, and the other part of the upper end of the column structure penetrates through the upper arch geology; the upper end of the column structure is connected with the cantilever plate beam; a void layer is arranged between the cantilever plate girder and the roadbed surface; the cylinder structure includes pile foundation, pier stud, is provided with the separate layer around the lateral wall of pier stud, has filled in emulsified asphalt in the separate layer. By arranging the void layer, the lifting of the cantilever plate girder on the surface of the roadbed which is probably caused at first when the roadbed is arched can be directly avoided; set up the separate layer through the lateral wall around the pier stud to it has the emulsified asphalt to pack into in the separate layer, can alleviate pier stud and its around the effort of encircleing between the geology, can avoid the rock mass to produce the lift effect to the pier stud at the in-process that continues to encircleing, thereby avoids cantilever plate girder lifting thereupon, causes track structure to warp.
Description
Technical Field
The utility model belongs to the technical field of the railway construction, concretely relates to small-span rigid frame cantilever plate renovation structure suitable for arch on the road bed.
Background
With the large-scale construction and development of high-speed railways in China, various roadbed defect problems appear in succession under the influence of unknown factors such as geological environment and the like, particularly, the defect conditions that roadbed rebounds and arches due to excavation unloading of a cutting in a soft rock high cutting section emerge in succession in parts of high-speed railway trunks in China, and the running efficiency and the passing safety of trains are greatly influenced.
In order to meet the requirement of safety and stability of high-speed operation of a train, the requirement on the precision of a high-speed railway track is extremely high, and once the problem of serious arching of a roadbed occurs, the operation speed of the train can be directly influenced, and the running safety can be endangered. Therefore, the problem that the arching disease of the high-speed railway roadbed becomes a current high-speed railway disease treatment is fundamentally solved, the patent with the application number of 201810235288.9 is applied by the institute of railway construction of the Chinese railway science research institute, and a method for treating the arching of the ballastless track roadbed is provided.
Therefore, it is urgently needed to develop a small-span rigid frame cantilever slab renovation structure suitable for the upward arching of the roadbed to solve the problems.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides a small-span rigid frame cantilever plate renovation structure suitable for arch on the road bed.
In order to achieve the above object, the utility model provides a following technical scheme:
a small-span rigid frame cantilever slab renovation structure suitable for arch camber on the road bed includes:
a cylindrical structure; one part of the lower end of the column structure is arranged below the upper arch geology, and the other part of the upper end of the column structure penetrates through the upper arch geology;
a cantilever plate girder; the upper end of the column structure is connected with the cantilever plate beam;
wherein, a void layer is arranged between the cantilever plate girder and the roadbed surface.
Preferably, the height of the void layer is 15-50 cm.
Preferably, the height of the void layer increases linearly from both sides to the middle of the cantilever plate beam.
The column body structure comprises a pile foundation and a pier stud, wherein the upper end of the pile foundation is connected with the lower end of the pier stud, and the upper end of the pier stud is connected with the cantilever plate girder; the pier stud is flexible structure, and the pile foundation is arranged in and encircles the geology below, and the pier stud passes and encircles the geology setting.
Preferably, a separation layer is arranged around the side wall of the pier column, and emulsified asphalt is filled in the separation layer.
Further, the pier stud diameter is less than the pile foundation diameter, and the thickness of separate layer and the radius sum of pier stud are the same with the radius of pile foundation.
Compared with the prior art, the beneficial effects of the utility model are that:
1. by arranging the void layer, the lifting of the cantilever plate girder, which is probably caused by the surface of the roadbed at first, can be directly avoided when the roadbed is arched.
2. The separation layer is arranged around the side wall of the pier stud, and the emulsified asphalt is filled in the separation layer, so that the acting force between the pier stud and the surrounding uparching geology can be relieved, the lifting effect of a rock body on the pier stud in the process of continuing uparching can be avoided, and the cantilever plate beam is prevented from lifting along with the pier stud to cause the deformation of a track structure;
3. the erosion effect of underground water on the pier column structure can be reduced by filling emulsified asphalt in the separation layer.
Drawings
Fig. 1 is a schematic structural diagram of the present application.
In the drawings: 1-cantilever plate girder, 2-void layer, 3-pile foundation, 4-pier stud, 5-emulsified asphalt and 6-separation layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model provides a following technical scheme:
as shown in fig. 1, the small-span rigid frame cantilever slab renovation structure suitable for the roadbed upwarp comprises:
a cylindrical structure; one part of the lower end of the column structure is arranged below the upper arch geology, and the other part of the upper end of the column structure penetrates through the upper arch geology;
a cantilever plate beam 1; the upper end of the column structure is connected with the cantilever plate beam 1;
wherein, a void layer 2 is arranged between the cantilever plate beam 1 and the roadbed surface.
In the embodiment, by arranging the void layer 2, the lifting of the cantilever plate girder 1, which may be caused by the surface of the roadbed in the first place when the roadbed is arched, can be directly avoided. The reason for this is that, although the column structure will be moved upward under the upward arching effect of the upward arching geology to drive the cantilever beam 1 to move upward, theoretically, because a part of the lower end of the column structure is arranged below the upward arching geology, only a part of the upper end of the column structure is arranged in the upward arching geology, and the action of the upward arching geology borne by the upper end of the column structure can be basically balanced under the action of the lower end fixing force of the column structure, so that even if the cantilever beam is moved upward, the cantilever beam can be moved only a small distance. Based on the above, only the height of the upward arch of the roadbed is considered, and the void layer 2 is reserved in the embodiment, so that the influence of the upward arch of the roadbed on the cantilever plate girder 1 can be effectively avoided within the height of the void layer 2.
In some embodiments, the height of the void layer 2 is 15-50 cm. The roadbed is generally arched within the height range, so that the influence of the roadbed arching on the cantilever plate girder 1 can be effectively avoided by setting the height of the void layer 2 within the height range.
As shown in fig. 1, the height of the void layer 2 linearly increases from both sides to the middle of the cantilever plate beam 1.
In some embodiments, the gradient of the void layer from both sides to the middle is 1.5%, and the middle of the void layer is formed with downward grooves. The groove is used for draining water or accommodating sediments.
As shown in fig. 1, the column structure comprises a pile foundation 3 and a pier stud 4, wherein the upper end of the pile foundation 3 is connected with the lower end of the pier stud 4, and the upper end of the pier stud 4 is connected with the cantilever plate girder 1; pier stud 4 is flexible structure, and pile foundation 3 places in and encircles the geology below, and pier stud 4 passes and encircles the geology setting.
In the present embodiment, the pier 4 is preferably a steel pier.
In this embodiment, because this application structure is mound roof beam consolidation system, receive 1 expend with heat and contract with cold of cantilever slab beam and concrete creep to influence can appear less deformation in vertical and horizontal direction, pier stud 4 adopts flexible construction can reduce the stress of pier stud 4 and 1 junction of cantilever slab beam, prevents to appear crack or other risks that influence the structure safety.
As shown in fig. 1, a separation layer 6 is provided around the side wall of the pier 4, and emulsified asphalt 5 is packed in the separation layer 6.
In this embodiment, since the pile foundation 3 has been extended into the place under the upper arch of the ground and the pier stud 4 is separated from the rock mass by the emulsified asphalt 5, the pile foundation 3 does not move upwards continuously along with the upper arch of the roadbed, which is mainly indicated by the deformation of the emulsified asphalt 5.
As shown in fig. 1, the diameter of the pier stud 4 is smaller than that of the pile foundation 3, and the sum of the thickness of the separation layer 6 and the radius of the pier stud 4 is the same as that of the pile foundation 3.
The problem of arching on a high-speed railway roadbed can be fundamentally solved, in the application, the pile foundation 3 part is a main force transmission part, and upper load is transmitted to a rock body or a bearing layer, so that the stability and the bearing capacity of the structure are ensured; pier stud 4 and pile foundation 3 are overall structure, and pier stud 4 and pile foundation 3 all bury in the hole stake, and the clearance adopts emulsified asphalt 5 to clog around pier stud 4 and the pore wall, because take rigid connection's mode between pier stud 4 and the cantilever slab, and the effort between pier stud 4 and the pore wall can be alleviated to the pitch separate layer 6 between pier stud 4 and the pore wall to reduce the stress concentration effect of pier stud 4 and cantilever slab junction.
The problem of the diseases caused by arching on the roadbed is fundamentally solved by constructing a small-span rigid frame cantilever plate renovation structure, and the cantilever plate beam 1 has higher rigidity and smaller settlement deformation compared with the roadbed structure, so that the fine adjustment workload of a later-stage track structure is greatly reduced, and the effect of once and for all is basically achieved.
In some embodiments, the diameter of the pile foundation 3 is 130CM, the length is 1000CM, the diameter of the pier stud 4 is 100CM, the length is 700CM, and the thickness of the spacer layer 6 is 15 CM; in the transverse direction, the pile foundation 3 and the pier stud 4 are four.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. Small-span rigid frame cantilever slab renovation structure suitable for arch camber on the road bed, its characterized in that includes:
a cylindrical structure; one part of the lower end of the column structure is arranged below the upper arch geology, and the other part of the upper end of the column structure penetrates through the upper arch geology;
a cantilever plate girder; the upper end of the column structure is connected with the cantilever plate beam;
wherein, a void layer is arranged between the cantilever plate girder and the roadbed surface.
2. The small-span rigid frame cantilever plate renovation structure suitable for arching on the roadbed of claim 1, wherein: the height of the void layer is 15-50 cm.
3. The small-span rigid frame cantilever plate renovation structure suitable for arching on the roadbed of claim 2, wherein: the height of the void layer increases linearly from both sides to the middle of the cantilever plate beam.
4. The small-span rigid frame cantilever plate renovation structure suitable for the roadbed upwarp of claim 1, wherein the column body structure comprises a pile foundation and a pier stud, the upper end of the pile foundation is connected with the lower end of the pier stud, and the upper end of the pier stud is connected with the cantilever plate beam; the pier stud is flexible structure, and the pile foundation is arranged in and encircles the geology below, and the pier stud passes and encircles the geology setting.
5. The small-span cantilever slab structure of rigid frame suitable for arching on road bed of claim 4, wherein a separation layer is provided around the side wall of the pier, and emulsified asphalt is filled in the separation layer.
6. The small-span cantilever plate finishing structure for a rigid frame, which is applied to an arch on a roadbed of claim 5, wherein the diameter of the pier stud is smaller than that of the pile foundation, and the sum of the thickness of the separation layer and the radius of the pier stud is the same as that of the pile foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022118285.2U CN212895706U (en) | 2020-09-24 | 2020-09-24 | Small-span rigid frame cantilever plate renovation structure suitable for roadbed upwarping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022118285.2U CN212895706U (en) | 2020-09-24 | 2020-09-24 | Small-span rigid frame cantilever plate renovation structure suitable for roadbed upwarping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212895706U true CN212895706U (en) | 2021-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022118285.2U Expired - Fee Related CN212895706U (en) | 2020-09-24 | 2020-09-24 | Small-span rigid frame cantilever plate renovation structure suitable for roadbed upwarping |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212895706U (en) |
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2020
- 2020-09-24 CN CN202022118285.2U patent/CN212895706U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210406 Termination date: 20210924 |