CN215329377U - Vertical pier column template for overhead bridge or rail transit - Google Patents
Vertical pier column template for overhead bridge or rail transit Download PDFInfo
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- CN215329377U CN215329377U CN202120136172.7U CN202120136172U CN215329377U CN 215329377 U CN215329377 U CN 215329377U CN 202120136172 U CN202120136172 U CN 202120136172U CN 215329377 U CN215329377 U CN 215329377U
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Abstract
The utility model discloses a vertical pier stud template for overhead bridge or rail transit, which comprises a linear pier stud template and a pier stud cap template connected to the linear pier stud template, wherein the linear pier stud template and the pier stud cap template respectively comprise vertical ribs arranged along the vertical direction and annular outer hoop assemblies arranged at intervals from bottom to top, each annular outer hoop assembly comprises a panel sleeved on the axial direction of the vertical rib, the front end and the rear end of the panel are provided with first transverse ribs, the left end and the right end of the panel are provided with second transverse ribs, vertical ribs are arranged on the upper surface of the panel at intervals, the first transverse ribs and the second transverse ribs are connected among four end parts of the panel through pull rods, the two ends of each pull rod are provided with pull rod seats, and the pull rod seats are correspondingly connected to the first transverse ribs or the second transverse ribs. Through the mode, the vertical pier column template for overhead bridges or rail transit can optimize the structure, is more stable in stress, attractive in appearance and long in service life.
Description
Technical Field
The utility model relates to the field of overhead bridges, in particular to a vertical pier column template for overhead bridges or rail transit.
Background
At present, the overpass template bridge usually adopts template piers, which have the advantages of flexible arrangement, larger spanning capacity and the defects of insufficient aesthetic appearance and unbalanced feeling in mechanics. With the rapid development of the infrastructure of China, the existing urban building structure only considers the use function and the safety, and the attractiveness becomes another important factor of the building structure design. In recent years, the appearance of the square pier stud is not satisfied by people, and the curved pier stud has a reasonable stress state and a novel appearance, so people are favored to the template bridge.
Disclosure of Invention
The utility model mainly solves the technical problem of providing the vertical pier stud template for the overhead bridge or the rail transit, which can optimize the structure, has more stable stress, beautiful appearance and long service life.
In order to solve the technical problems, the utility model adopts a technical scheme that: the utility model provides an overhead bridge or vertical pier stud template for track traffic, includes sharp pier stud template and connects the pier stud cap template in sharp pier stud template, sharp pier stud template and pier stud cap template all include along the vertical muscle that vertical direction set up and from the bottom up interval arrangement's the outer hoop assembly of annular, the outer hoop assembly of annular is established at vertical muscle axial ascending panel including the cover, first cross rib is installed at both ends around the panel, controls both ends and installs the second cross rib, the interval is equipped with vertical rib on the upper surface of panel, first cross rib and second cross rib are connected through the pull rod between four tip of panel, the pull rod seat is installed at the both ends of pull rod, the pull rod seat corresponds to be connected on first cross rib or second cross rib.
In a preferred embodiment of the present invention, the vertical ribs are uniformly spaced on the upper surface of the panel, and the vertical ribs are concave vertical ribs.
In a preferred embodiment of the present invention, arc-shaped plates are mounted on four ends of the upper surface of the panel.
In a preferred embodiment of the utility model, construction platforms are arranged on the peripheries of the linear pier stud templates and the pier stud cap templates, and a ladder stand or a climbing rope is arranged between the construction platforms.
In a preferred embodiment of the present invention, two layers of construction platforms are installed on the linear pier stud template, and one layer of construction platform is installed on the pier stud cap template.
The utility model has the beneficial effects that: the vertical pier column template for overhead bridges or rail transit can optimize the structure, is more stable in stress, attractive in appearance and long in service life.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without inventive efforts, wherein:
FIG. 1 is a schematic structural view of a vertical pier stud formwork for overhead bridge or rail transit according to a preferred embodiment of the present invention;
FIG. 2 is a top view of FIG. 1;
the parts in the drawings are numbered as follows: 1. the pier column comprises a straight pier column template, 11 vertical ribs, 12 annular outer hoop assemblies, 13 panels, 14 first transverse ribs, 15 second transverse ribs, 16 vertical ribs, 17 pull rods, 18 pull rod seats, 2 pier column cap templates, 3 construction platforms.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 and 2, a vertical pier stud template for overhead bridge or rail transit includes a linear pier stud template 1 and a pier stud cap template 2 connected to the linear pier stud template 1, the linear pier stud template 1 and the pier stud cap template 2 both include vertical ribs 11 arranged along a vertical direction and annular outer hoop assemblies 12 arranged at intervals from bottom to top, the annular outer hoop assemblies 12 include a panel 13 sleeved on the vertical ribs 11 in an axial direction, first transverse ribs 14 are installed at front and rear ends of the panel 13, second transverse ribs 15 are installed at left and right ends, vertical ribs 16 are arranged at intervals on an upper surface of the panel 13, the first transverse ribs 14 and the second transverse ribs 15 are connected between four ends of the panel 13 through pull rods 17, pull rod seats 18 are installed at two ends of the pull rods 17, and the pull rod seats 18 are correspondingly connected to the first transverse ribs 14 or the second transverse ribs 15. The first transverse rib 14, the second transverse rib 15 and the pull rod 17 are connected to ensure stable integral structure and uniform stress.
In addition, the vertical ribs 16 are provided on the upper surface of the panel 13 at regular intervals, and the vertical ribs 16 are concave-shaped vertical ribs.
In addition, arc-shaped plates 19 are mounted on four ends of the upper surface of the panel 13.
In addition, construction platforms 3 are installed to straight line pier stud template 1 and pier stud cap template 2 periphery, are equipped with cat ladder or climbing rope between construction platform 3. The straight-line pier stud template 1 is provided with two layers of construction platforms 3, and the pier stud cap template 2 is provided with one layer of construction platform 3.
Different from the prior art, the vertical pier column template for overhead bridge or track traffic can optimize the structure, is more stable in stress, attractive in appearance and long in service life.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by the present specification, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (5)
1. The utility model provides an overhead bridge or track traffic are with vertical pier stud template, a serial communication port, including sharp pier stud template and the pier stud cap template of connection on sharp pier stud template, sharp pier stud template and pier stud cap template all include along the vertical muscle of vertical direction setting and from the bottom up interval arrangement's the outer hoop subassembly of annular, the hoop subassembly is established including the cover outside the annular and is established at vertical muscle axial ascending panel, first cross rib is installed at both ends around the panel, controls both ends and installs the second cross rib, the interval is equipped with perpendicular rib on the upper surface of panel, first cross rib and second cross rib connect through the pull rod between four tip of panel, the pull rod seat is installed at the both ends of pull rod, the pull rod seat corresponds to be connected on first cross rib or second cross rib.
2. The vertical pier stud formwork for elevated bridges or rail transit according to claim 1, wherein the vertical ribs are uniformly arranged on the upper surface of the panel at intervals, and the vertical ribs are concave-shaped vertical ribs.
3. The vertical pier stud formwork for elevated bridges or rail transit according to claim 2, wherein arc-shaped plates are installed on four ends of the upper surface of the panel.
4. The vertical pier stud formwork for overhead bridge or rail transit according to any one of claims 1 to 3, wherein construction platforms are installed on the peripheries of the linear pier stud formwork and the pier stud cap formwork, and a ladder stand or a climbing rope is arranged between the construction platforms.
5. The vertical pier stud template for overhead bridge or rail transit according to claim 4, wherein two layers of construction platforms are installed on the linear pier stud template, and one layer of construction platform is installed on the pier stud cap template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120136172.7U CN215329377U (en) | 2021-01-19 | 2021-01-19 | Vertical pier column template for overhead bridge or rail transit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120136172.7U CN215329377U (en) | 2021-01-19 | 2021-01-19 | Vertical pier column template for overhead bridge or rail transit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215329377U true CN215329377U (en) | 2021-12-28 |
Family
ID=79578962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120136172.7U Active CN215329377U (en) | 2021-01-19 | 2021-01-19 | Vertical pier column template for overhead bridge or rail transit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215329377U (en) |
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2021
- 2021-01-19 CN CN202120136172.7U patent/CN215329377U/en active Active
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