CN207700068U - A kind of modularization Bridge Pier Construction job platform - Google Patents

A kind of modularization Bridge Pier Construction job platform Download PDF

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Publication number
CN207700068U
CN207700068U CN201721836334.8U CN201721836334U CN207700068U CN 207700068 U CN207700068 U CN 207700068U CN 201721836334 U CN201721836334 U CN 201721836334U CN 207700068 U CN207700068 U CN 207700068U
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China
Prior art keywords
construction
operation platform
layer
construction operation
bridge pier
Prior art date
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Active
Application number
CN201721836334.8U
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Chinese (zh)
Inventor
孟龑
程棋锋
杨华东
李佳
陈茜
吴晚霞
黄乙纯
阳纯亮
林东明
康明旭
陈天培
刘德全
黄从增
魏承锋
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.)
Jianfa Hecheng Engineering Consulting Co ltd
Original Assignee
Cheng Cheng Engineering Consulting Group Ltd By Share Ltd
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Priority to CN201721836334.8U priority Critical patent/CN207700068U/en
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Abstract

A kind of modularization Bridge Pier Construction job platform, is related to bridge construction field.Equipped at least one layer of construction operation platform, every layer of construction operation platform is connected around a loop configuration being closed, upper layer construction operation platform vertical pile is formed on lower layer's construction operation platform and by fastener by 4 L-shaped unit modules by fastener connection;At least 1 is equipped with the band railing step being connected to upper layer construction operation platform in every layer of 4 L-shaped unit modules;The L-shaped unit module is L-shaped frame structure, including skeleton, landing slab and guardrail, and landing slab is set to skeleton upper surface, and guardrail is set to skeleton lateral surface.

Description

A kind of modularization Bridge Pier Construction job platform
Technical field
The utility model is related to bridge construction field more particularly to a kind of modularization Bridge Pier Construction job platforms.
Background technology
Currently, the conventional method of science of bridge building Bridge Pier Construction is usually to set up scaffold construction job platform in periphery, then Reinforcing bar binding is carried out using construction operation platform and template is installed.The joint of traditional steel pipe scaffold connection is more, steel pipe dosage Greatly, it builds, long, high labor cost of removing the period, there is the danger caved in if quality is not tight to check on, and often carry out a bridge The construction of pier is required for building again removes completely again, and construction efficiency is relatively low.
With the development of science and technology, engineers and technicians develop the assembling-type operation platforms of some modulars in recent years Or connection system for guide rail, but these operation platforms or complicated, on-site consolidation is inconvenient, or only two-row structure, and structure lacks Weary stability, safety is relatively low, and is not easy for the construction of bridge pier side is opposite.
Invention content
The purpose of this utility model is that improve one kind can modularization installation, disassembly and assembly time is short, stable structure, safety Height can effectively improve a kind of modularization Bridge Pier Construction job platform of construction efficiency and construction quality.
To achieve the above object, the utility model uses following technical scheme:
A kind of modularization Bridge Pier Construction job platform is equipped at least one layer of construction operation platform, every layer of construction operation platform By 4 L-shaped unit modules by fastener connection around the loop configuration for forming a closure, upper layer construction operation platform is vertical It overlays on lower layer's construction operation platform and is connected by fastener;At least 1 is equipped in every layer of 4 L-shaped unit modules The band railing step being connected to upper layer construction operation platform;The L-shaped unit module is L-shaped frame structure, including skeleton, platform Plate and guardrail, landing slab are set to skeleton upper surface, and guardrail is set to skeleton lateral surface.
Further:
The skeleton is steel structure framework, is welded using shaped steel.
The construction operation platform outer periphery is equipped with purse seine.
Compared with the prior art, the beneficial effects of the utility model are as follows:
In use, the construction operation platform is attached installation around bridge pier.As a result of modular unit knot Structure can successively be superimposed assembly by way of lifting, and the set-up time is short efficient, has saved cost of labor;In modular unit Welding manner installation can be used in steel, and adjacent modular units, which can be used, to be bolted, and globality and stability are good, and install shield Column and purse seine, it is safe;Compared with other pin-connected panel operating platforms, modular unit is L-shaped structure, and structure is more stablized, with Bridge pier profile is more close to all directions, which both provide, around bridge pier stablizes broad standing plane, can facilitate construction, effectively Improve construction efficiency and construction quality;Use is can be repeated several times, component is not easy to lose.
Description of the drawings
Fig. 1 is the schematic diagram (vertical view) after the utility model embodiment structure and installation.
Fig. 2 is the L-shaped unit module structural schematic diagram (stereogram) in the utility model embodiment.
Specific implementation mode
The utility model is further described with reference to specific embodiments and the drawings.
Fig. 1 and 2 is participated in, a kind of modularization Bridge Pier Construction job platform (is only drawn equipped with multilayer construction operation platform in figure One layer of construction operation platform), every layer of construction operation platform is surrounded by fastener connection by 4 L-shaped unit modules 1 and forms one The loop configuration of closure.Upper layer construction operation platform vertical pile connects on lower layer's construction operation platform and by fastener. At least 1 is equipped with the band railing step 2 being connected to upper layer construction operation platform in every layer of 4 L-shaped unit modules 1.The L Shape unit module 1 is L-shaped frame structure, including skeleton, landing slab and guardrail, and landing slab is set to skeleton upper surface, and guardrail is set to Skeleton lateral surface.
The skeleton is steel structure framework, is welded using shaped steel.The construction operation platform outer periphery is equipped with purse seine.
Label " 3 " in Fig. 1 is bridge pier.

Claims (3)

1. a kind of modularization Bridge Pier Construction job platform, which is characterized in that be equipped at least one layer of construction operation platform, every layer of construction Job platform is by 4 L-shaped unit modules by fastener connection around the loop configuration for forming a closure, upper layer construction operation Platform vertical pile connects on lower layer's construction operation platform and by fastener;In every layer of 4 L-shaped unit modules at least 1 is equipped with the band railing step being connected to upper layer construction operation platform;The L-shaped unit module is L-shaped frame structure, including bone Frame, landing slab and guardrail, landing slab are set to skeleton upper surface, and guardrail is set to skeleton lateral surface.
2. a kind of modularization Bridge Pier Construction job platform as described in claim 1, which is characterized in that the skeleton is steel construction bone Frame is welded using shaped steel.
3. a kind of modularization Bridge Pier Construction job platform as described in claim 1, which is characterized in that outside the construction operation platform Periphery is equipped with purse seine.
CN201721836334.8U 2017-12-25 2017-12-25 A kind of modularization Bridge Pier Construction job platform Active CN207700068U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721836334.8U CN207700068U (en) 2017-12-25 2017-12-25 A kind of modularization Bridge Pier Construction job platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721836334.8U CN207700068U (en) 2017-12-25 2017-12-25 A kind of modularization Bridge Pier Construction job platform

Publications (1)

Publication Number Publication Date
CN207700068U true CN207700068U (en) 2018-08-07

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721836334.8U Active CN207700068U (en) 2017-12-25 2017-12-25 A kind of modularization Bridge Pier Construction job platform

Country Status (1)

Country Link
CN (1) CN207700068U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109763427A (en) * 2018-12-29 2019-05-17 中交路桥华东工程有限公司 A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting
CN110331847A (en) * 2019-07-05 2019-10-15 中铁一局集团厦门建设工程有限公司 A kind of rectangular column construction operation platform
CN113863738A (en) * 2021-09-22 2021-12-31 成都飞机工业(集团)有限责任公司 Modular aircraft assembly working platform

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109763427A (en) * 2018-12-29 2019-05-17 中交路桥华东工程有限公司 A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting
CN110331847A (en) * 2019-07-05 2019-10-15 中铁一局集团厦门建设工程有限公司 A kind of rectangular column construction operation platform
CN113863738A (en) * 2021-09-22 2021-12-31 成都飞机工业(集团)有限责任公司 Modular aircraft assembly working platform

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Address after: 361009 unit 1101-1104, No. 2368, Fangzhong Road, Huli District, Xiamen City, Fujian Province

Patentee after: Jianfa Hecheng Engineering Consulting Co.,Ltd.

Address before: 361009 unit 1101-1104, No. 2368, Fangzhong Road, Huli District, Xiamen City, Fujian Province

Patentee before: HOLSIN ENGINEERING CONSULTING GROUP CO.,LTD.