CN211229458U - A operation platform for cylinder mound concrete placement construction - Google Patents

A operation platform for cylinder mound concrete placement construction Download PDF

Info

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
Application number
CN201921826252.4U
Other languages
Chinese (zh)
Inventor
汲星宇
段成钢
孙开达
王楠
林鹏
孙志飞
闫明波
王志刚
程伟平
卢磊
常晓策
李虎虎
王瑞鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co ltd
CCCC Fourth Highway Engineering Co Ltd
Original Assignee
Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co ltd
CCCC Fourth Highway Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co ltd, CCCC Fourth Highway Engineering Co Ltd filed Critical Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co ltd
Priority to CN201921826252.4U priority Critical patent/CN211229458U/en
Application granted granted Critical
Publication of CN211229458U publication Critical patent/CN211229458U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

A operation platform for cylinder mound concrete placement construction
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.
CN201921826252.4U 2019-10-27 2019-10-27 A operation platform for cylinder mound concrete placement construction Active CN211229458U (en)

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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN109184189A (en) A kind of diameter Silo conical shell silo roof construction method
CN106368430A (en) Aluminum formwork installation process
WO2020098394A1 (en) Gob-side entry confined concrete supporting construction device and mechanized construction method
CN109594479A (en) A kind of parallel overpass center anticollision barrier of double width while construct mould bases and method
CN211229458U (en) A operation platform for cylinder mound concrete placement construction
CN102277980A (en) Device for integrally jacking roof of single-layer industrial factory building and construction method thereof
CN103321155B (en) Viaduct pier operation platform system and build this system and pour into a mould the method for bridge pier
CN202945798U (en) Overhanging type scaffold corner device
CN207161110U (en) One kind construction open cut horseshoe shaped section tunnel roof self-travel type is mobile trolley used
CN109944164B (en) Self-elevating hollow thin-wall pier roller die system and construction method thereof
CN210216478U (en) Open caisson construction work platform
CN107419746A (en) A kind of mobile formwork system and its construction method
CN102777050B (en) Assembly type jig frame for longspan pipe truss roof girder
CN213804905U (en) Bailey beam suspension structure
CN112227694B (en) Integrated climbing frame system and assembling method thereof
CN202000268U (en) Foldable front outrigger for bridge girder erection machine
CN104372948A (en) Elevator shaft formwork lifting frame
CN210858744U (en) Tunnel lining trolley template
CN208167484U (en) The steel construction overline bridge being easily installed
CN203066043U (en) Diversion tunnel top arch concrete lining steel formwork support
CN110295607A (en) A kind of Larsen steel sheep pile support structure and method for supporting
CN205804908U (en) A kind of shaped steel combination crosshead
CN211666755U (en) Colliery end support supporting device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant