CN213389686U - Vase pier capping beam structure - Google Patents
Vase pier capping beam structure Download PDFInfo
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- CN213389686U CN213389686U CN202022090074.2U CN202022090074U CN213389686U CN 213389686 U CN213389686 U CN 213389686U CN 202022090074 U CN202022090074 U CN 202022090074U CN 213389686 U CN213389686 U CN 213389686U
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- bent cap
- pier
- vase
- pier stud
- fixedly connected
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- 241000272525 Anas platyrhynchos Species 0.000 claims description 6
- 239000000463 material Substances 0.000 abstract description 7
- 230000002265 prevention Effects 0.000 abstract description 6
- 230000002349 favourable effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000010485 coping Effects 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000016776 visual perception Effects 0.000 description 1
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Abstract
The utility model discloses a vase mound bent cap structure, including main bent cap and two pier stud, two pier studs of main bent cap lower extreme fixedly connected with, two fixed connection straining between the pier stud middle part, two the equal fixedly connected with cushion cap of pier stud lower extreme, two a plurality of pile foundations of the equal fixedly connected with of cushion cap lower extreme, the equal fixed connection in both sides has the limit holder on the main bent cap, the fixed a plurality of supporting seats that are provided with in main bent cap upper end. The utility model discloses a vase mound bent cap structure designs into the form of similar vase with pier stud bent cap, and structural style is simple, and material saving, the structure atress is clear and definite, and rigidity and intensity are great, have abandoned the shortcoming that conventional pier stud bent cap formula pier structural style is single, the material quantity is big, are favorable to the flood prevention and flood drainage of city inland river, have solved the contradiction that sets up multilayer traffic and occupy the ground area, make road traffic more smooth and easy, also have the aesthetic property in the whole outward appearance.
Description
Technical Field
The utility model relates to a bridge construction technical field especially relates to a vase mound bent cap structure.
Background
The bridge structure mainly comprises an upper structure, a lower structure and an auxiliary structure, wherein the type selection of the upper structure is selected and used mainly by comprehensive consideration of the aspects of practical use functionality, site construction feasibility, economic implementation economy and the like, but in the practical design, the selection of the general upper structure is relatively single, and the structural form of the lower structure is diversified on the premise of meeting the force transmission requirement of the upper structure.
In the construction of modern city bridges, people have higher and higher requirements on the aesthetic property of the structure, particularly under the condition that the upper structure is selected, the most visual perception of people is the design style of the lower structure form, the conventional pier stud capping beam has a single structure form and uses more engineering materials, when the pier stud capping beam is used in a bridge crossing river channels, the water cross section of the structure is larger, the water flow area of the existing riverbed is compressed to a certain degree, the pier stud capping beam is not beneficial to flood prevention and flood drainage of rivers in cities, when the pier stud capping beam is used in the city overpass bridge, the occupied area of the conventional pier stud capping beam lower structure is larger, and when the multi-layer road traffic is solved, inevitable contradictions and disadvantages exist.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a vase pier capping beam structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a vase mound bent cap structure, includes main bent cap and two pier stud, two pier studs of main bent cap lower extreme fixedly connected with, two fixed connection straining between the pier stud middle part, two the equal fixedly connected with cushion cap of pier stud lower extreme, two a plurality of pile foundations of the equal fixedly connected with of cushion cap lower extreme, the equal fixedly connected with limit holder in main bent cap upper end both sides, main bent cap upper end is fixed and is provided with a plurality of supporting seats.
As a further description of the above technical solution:
a duck egg circular hole is fixedly formed in the middle of the main bent cap.
As a further description of the above technical solution:
and a through opening is fixedly arranged between the lower ends of the two pier studs.
As a further description of the above technical solution:
and the number of the pile foundations connected with the lower end of the bearing platform is 3.
As a further description of the above technical solution:
and six pile foundations extend into and are fixedly buried underground.
As a further description of the above technical solution:
the supporting seats are distributed in two rows at the upper end of the main cover beam.
As a further description of the above technical solution:
the main bent cap, the two pier studs and the tie beam are integrally formed through pouring.
The utility model discloses following beneficial effect has:
the utility model provides a vase mound bent cap structure, through the form of designing into similar vase with the pier stud bent cap, structural style is simple, material saving, and the structure atress is clear and definite, and rigidity and intensity are great, have abandoned the shortcoming that conventional pier stud bent cap formula pier structural style is single, the material quantity is big.
The utility model provides a pair of vase mound bent cap structure, through the duck egg circular hole and the through-traffic mouth that set up, when using in strideing across the river course bridge, reduced the cross-water section, reduced the adverse effect to river course flood prevention to a certain extent, be favorable to the flood prevention flood discharge of city inland river, when using in the city overpass bridge, the shared ground area in pier lower part is less, the contradiction that sets up multilayer traffic and occupy ground area has been solved, make road traffic more smooth and easy, whole outward appearance also has the aesthetic property.
The utility model provides a pair of vase mound bent cap structure through setting up vase mound bent cap in the cushion cap upper end, is provided with a plurality of pile foundations under the cushion cap and supports the connection, makes to support to connect more firmly, and the structure is more stable, and the tie beam between the pier stud can further consolidate and support main bent cap, makes to support more stably, and intensity is higher.
Drawings
Fig. 1 is a front view of a vase pier capping beam structure provided by the utility model;
fig. 2 is a side sectional view of the vase pier capping beam structure provided by the utility model.
Illustration of the drawings:
1. a main capping beam; 2. pier studs; 3. tying a beam; 4. a bearing platform; 5. a pile foundation; 6. a side clamping seat; 7. a supporting seat; 8. a duck egg circular hole; 9. a passage port.
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.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-2, the present invention provides an embodiment: the utility model provides a vase mound bent cap structure, includes main bent cap 1 and two pier stud 2, two pier stud 2 of 1 lower extreme fixedly connected with of main bent cap, fixed connection straining 3 between 2 middle parts of two pier stud, the equal fixedly connected with cushion cap 4 of 2 lower extremes of two pier studs, a plurality of pile foundations 5 of the equal fixedly connected with of 4 lower extremes of two cushion caps, the equal fixedly connected with limit holder 6 in 1 upper end both sides of main bent cap, the fixed a plurality of supporting seats 7 that are provided with in 1 upper end of main bent cap.
Fixed duck egg circular port 8 of having seted up in main bent cap 1 middle part, the fixed logical mouth 9 that is provided with between 2 lower extremes of two pier studs, 5 numbers of pile foundation that 4 lower extremes of two cushion caps are connected are 3, and six pile foundations 5 all stretch into and fix and bury underground, and a plurality of supporting seats 7 are two rows of distributions in main bent cap 1 upper end, and main bent cap 1, two pier studs 2 and tie beam 3 are through pouring integrated into one piece.
The working principle is as follows: the vase pier capping beam has the advantages that the appearance is set to be similar to a vase, when the vase pier capping beam is used in a crossing river channel bridge, the water passing section is reduced by the duck egg circular holes 8 and the through holes 9, the adverse effect on river channel flood prevention is reduced to a certain extent, the flood prevention and flood discharge of urban rivers are facilitated, when the vase pier capping beam is used in an urban overpass bridge, the occupied ground area of the lower part of a pier is small due to the arrangement of the through holes 9, the contradiction that the occupied ground area is caused by the arrangement of multilayer traffic is solved, the road traffic is smoother, the integral appearance is attractive, the plurality of pile foundations 5 are connected through the bearing platforms 4, the supporting connection is firmer, the structure is more stable, the main capping beam 1 can be further reinforced and supported by the tie beams 3 between the pier columns 2, the supporting is more stable, the strength is higher, the supporting seats 7 at the upper end of the main capping beam 1 are used for supporting a box beam, the side clamp seats, the placement of the box girder on the main coping 1 is more stable, the safety is higher, the vase pier coping structural form is simple, the material is saved, the structural stress is clear, the overall rigidity and the strength are higher, and the defects of single structural form and large material consumption of the conventional pier column 2 coping pier are overcome.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (7)
1. The utility model provides a vase mound bent cap structure, includes main bent cap (1) and two pier stud (2), its characterized in that: two pier stud (2), two of main bent cap (1) lower extreme fixedly connected with fixed connection straining beam (3), two between pier stud (2) the middle part equal fixedly connected with cushion cap (4) of pier stud (2) lower extreme, two a plurality of pile foundations (5) of the equal fixedly connected with of cushion cap (4) lower extreme, the equal fixedly connected with limit holder (6) in main bent cap (1) upper end both sides, main bent cap (1) upper end is fixed and is provided with a plurality of supporting seats (7).
2. The vase pier capping beam structure according to claim 1, wherein: a duck egg circular hole (8) is fixedly formed in the middle of the main bent cap (1).
3. The vase pier capping beam structure according to claim 1, wherein: a through opening (9) is fixedly arranged between the lower ends of the two pier studs (2).
4. The vase pier capping beam structure according to claim 1, wherein: the number of the pile foundations (5) connected with the lower end of the bearing platform (4) is 3.
5. The vase pier capping beam structure according to claim 4, wherein: and six pile foundations (5) extend into and are fixedly buried underground.
6. The vase pier capping beam structure according to claim 1, wherein: the supporting seats (7) are distributed in two rows at the upper end of the main capping beam (1).
7. The vase pier capping beam structure according to claim 1, wherein: the main bent cap (1), the two pier studs (2) and the tie beam (3) are integrally formed through pouring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022090074.2U CN213389686U (en) | 2020-09-22 | 2020-09-22 | Vase pier capping beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022090074.2U CN213389686U (en) | 2020-09-22 | 2020-09-22 | Vase pier capping beam structure |
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| Publication Number | Publication Date |
|---|---|
| CN213389686U true CN213389686U (en) | 2021-06-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022090074.2U Active CN213389686U (en) | 2020-09-22 | 2020-09-22 | Vase pier capping beam structure |
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| CN (1) | CN213389686U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960455A (en) * | 2022-06-28 | 2022-08-30 | 保利长大工程有限公司 | Method for preventing and treating cracking of bonding surface of flower vase pier column and cover beam |
-
2020
- 2020-09-22 CN CN202022090074.2U patent/CN213389686U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960455A (en) * | 2022-06-28 | 2022-08-30 | 保利长大工程有限公司 | Method for preventing and treating cracking of bonding surface of flower vase pier column and cover beam |
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