CN211229458U - A operation platform for cylinder mound concrete placement construction - Google Patents
A operation platform for cylinder mound concrete placement construction Download PDFInfo
- Publication number
- CN211229458U CN211229458U CN201921826252.4U CN201921826252U CN211229458U CN 211229458 U CN211229458 U CN 211229458U CN 201921826252 U CN201921826252 U CN 201921826252U CN 211229458 U CN211229458 U CN 211229458U
- Authority
- CN
- China
- Prior art keywords
- platform
- pier stud
- template
- pier
- operation platform
- 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
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to an operation platform for concrete pouring construction of a cylindrical pier, which comprises two arc-shaped platform panels and two arc-shaped pier stud templates, wherein the two pier stud templates are combined into a cylinder shape and are connected through bolts, and the two platform panels are enclosed at the periphery of the top parts of the two pier stud templates; the bottom surface of each platform panel is respectively welded with a plurality of horizontal supporting rods along the radius direction at equal intervals, one end of each horizontal supporting rod is connected with the upper end of the vertical back edge of the pier stud template through a bolt, the other end of each horizontal supporting rod extends out of the outer arc edge of the platform panel and is welded with the upper end of an inclined supporting rod, and the lower end of the inclined supporting rod is connected with the vertical back edge of the pier stud template through a bolt. The utility model discloses be connected operation platform and pier stud template as an organic whole, can install and dismantle along with the template when pier stud template compound die and form removal, simplified operation platform ann and torn open the process to the aerial work risk of in-process has been torn open to the operation platform ann has been avoided.
Description
Technical Field
The utility model relates to a bridge pier construction technical field, concretely relates to operation platform of cylinder mound concrete placement construction.
Background
The concrete cylindrical pier has the advantages of attractive appearance, simplicity, practicability, small scouring effect by water flow and the like, and is widely adopted in the bridge engineering substructure. In the process of pouring the concrete of the cylindrical pier, an operation platform needs to be erected at the top of the pier column template. The traditional construction mode is that after a pier stud template is assembled, an operation platform is independently erected at the top of the template, and although the method is used in a large quantity, the following defects exist:
1. after the pier stud template is closed, the hoisting machinery needs to hoist the operation platform to the top of the template again and reinforce the operation platform, and before the template is removed, the operation platform needs to be removed from the top of the template, so that the working procedure and the construction time are increased.
2. The operation platform is reinforced and dismantled, and constructors are required to perform high-altitude operation, so that the high-altitude operation risk is increased.
Disclosure of Invention
The utility model aims at providing a convenient, the safe cylinder mound concrete placement construction work platform of construction is dismantled in the installation to the above-mentioned not enough that current work platform exists.
The technical scheme of the utility model as follows:
the utility model provides an operation platform for cylinder pier concrete placement construction which characterized in that: the two pier stud templates are combined into a cylinder shape and connected through bolts, and the two platform panels are enclosed at the periphery of the tops of the two pier stud templates; a plurality of horizontal support rods are welded on the bottom surface of each platform panel at equal intervals along the radius direction, and one end of each horizontal support rod extends out of the inner arc edge of the platform panel and is connected with the upper end of the vertical back edge of the pier stud template through a bolt; the other end of each horizontal support rod extends out of the outer arc edge of the platform panel and is welded with the upper end of an inclined support rod, and the lower end of the inclined support rod is connected with the vertical back edge of the pier column template through a bolt.
The utility model discloses be connected operation platform and pier stud template as an organic whole, can install and dismantle along with the template when template compound die and form removal, simplified operation platform ann and torn open the process, saved the engineering time to avoid operation platform ann to tear the aerial work of in-process open, reduced the construction risk.
Drawings
Fig. 1 is a schematic elevation structure of the present invention;
fig. 2 is a schematic plan view of the present invention.
Detailed Description
As shown in fig. 1 and 2, the utility model comprises two arc platform panels 1 and two arc pier stud templates 4, wherein the inner arc edges and the outer arc edges of the two platform panels 1 and the cross sections of the two pier stud templates 4 are semicircular, the two pier stud templates 4 are combined into a cylinder shape and connected by bolts 5, and the two platform panels 1 are enclosed at the periphery of the tops of the two pier stud templates 4 to form a pier stud construction work platform; the bottom surface of each platform panel 1 is respectively welded with a plurality of horizontal support rods 2 at equal intervals along the radius direction, one end of each horizontal support rod 2 extends out of the inner arc edge of the platform panel and is connected with the upper end of the vertical back edge 6 of the pier stud template through a bolt; the other end of each horizontal support rod 2 extends out of the outer arc edge of the platform panel 1 and is welded with the upper end of an inclined support rod 3, and the lower end of the inclined support rod 3 is connected with the vertical back edge 6 of the pier stud template through a bolt.
The utility model discloses a guarantee the platform security, be provided with the guardrail in the platform periphery. When the platform guardrail is specifically implemented, a platform guardrail vertical rod 7 is welded at one end of each horizontal support rod 2 extending out of the outer arc edge of the platform panel, and a platform guardrail cross rod is arranged between every two adjacent platform guardrail vertical rods.
The utility model is used for during the construction, be connected horizontal support bar and diagonal brace earlier fixedly with pier stud template on ground, when pier stud template compound die and form removal, the operation platform can accomplish the installation and dismantle along with the template together, does not need the process of installing alone and dismantling the platform, has saved the engineering time.
Claims (2)
1. The utility model provides an operation platform for cylinder pier concrete placement construction which characterized in that: the two pier stud templates are combined into a cylinder shape and connected through bolts, and the two platform panels are enclosed at the periphery of the tops of the two pier stud templates; a plurality of horizontal support rods are welded on the bottom surface of each platform panel at equal intervals along the radius direction, and one end of each horizontal support rod extends out of the inner arc edge of the platform panel and is connected with the upper end of the vertical back edge of the pier stud template through a bolt; the other end of each horizontal support rod extends out of the outer arc edge of the platform panel and is welded with the upper end of an inclined support rod, and the lower end of the inclined support rod is connected with the vertical back edge of the pier column template through a bolt.
2. The work platform for concrete pouring construction of the cylindrical pier as claimed in claim 1, wherein: and a platform guardrail vertical rod is further welded at one end of each horizontal supporting rod extending out of the outer arc edge of the platform panel, and a platform guardrail transverse rod is arranged between every two adjacent platform guardrail vertical rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921826252.4U CN211229458U (en) | 2019-10-27 | 2019-10-27 | A operation platform for cylinder mound concrete placement construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921826252.4U CN211229458U (en) | 2019-10-27 | 2019-10-27 | A operation platform for cylinder mound concrete placement construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211229458U true CN211229458U (en) | 2020-08-11 |
Family
ID=71924234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921826252.4U Active CN211229458U (en) | 2019-10-27 | 2019-10-27 | A operation platform for cylinder mound concrete placement construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211229458U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252197A (en) * | 2020-11-10 | 2021-01-22 | 新疆北新路桥集团股份有限公司 | Pier column template and pier column construction method |
| CN113187224A (en) * | 2021-04-23 | 2021-07-30 | 安徽华骅桥梁设备制造有限公司 | Exempt from cylinder template work platform protector of bolt installation |
-
2019
- 2019-10-27 CN CN201921826252.4U patent/CN211229458U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252197A (en) * | 2020-11-10 | 2021-01-22 | 新疆北新路桥集团股份有限公司 | Pier column template and pier column construction method |
| CN113187224A (en) * | 2021-04-23 | 2021-07-30 | 安徽华骅桥梁设备制造有限公司 | Exempt from cylinder template work platform protector of bolt installation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104963301B (en) | The dilatory translation downward putting device and method removed for pier top beam section and bridge pier | |
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN211229458U (en) | A operation platform for cylinder mound concrete placement construction | |
| CN109184189A (en) | A kind of diameter Silo conical shell silo roof construction method | |
| CN207161110U (en) | One kind construction open cut horseshoe shaped section tunnel roof self-travel type is mobile trolley used | |
| CN109594479A (en) | A kind of parallel overpass center anticollision barrier of double width while construct mould bases and method | |
| CN104005569A (en) | Construction method for supporting beam and removing columns | |
| CN106368430A (en) | Aluminum formwork installation process | |
| CN107419746A (en) | A kind of mobile formwork system and its construction method | |
| CN103321155B (en) | Viaduct pier operation platform system and build this system and pour into a mould the method for bridge pier | |
| CN210858744U (en) | Tunnel lining trolley template | |
| CN102277980A (en) | Device for integrally jacking roof of single-layer industrial factory building and construction method thereof | |
| WO2020098394A1 (en) | Gob-side entry confined concrete supporting construction device and mechanized construction method | |
| CN202945798U (en) | Overhanging type scaffold corner device | |
| CN102777050B (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN110295607A (en) | A kind of Larsen steel sheep pile support structure and method for supporting | |
| CN204282793U (en) | Packaged type groined type type steel scaffold | |
| CN213804905U (en) | Bailey beam suspension structure | |
| CN206616765U (en) | Large span is without depending on huge bandy truss pull bar | |
| CN210216478U (en) | Open caisson construction work platform | |
| CN210315224U (en) | High mound turns over mould construction safety passageway system | |
| CN107351228A (en) | A kind of prefabricated wind power tower mould equipment and its construction technology | |
| CN202000268U (en) | Foldable front outrigger for bridge girder erection machine | |
| CN104372948A (en) | Elevator shaft formwork lifting frame | |
| CN214570413U (en) | Special device for underground rapid lifting pipeline of mine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |