CN106087751A - Operating platform in a kind of hollow thin-walled high pier - Google Patents
Operating platform in a kind of hollow thin-walled high pier Download PDFInfo
- Publication number
- CN106087751A CN106087751A CN201610502533.9A CN201610502533A CN106087751A CN 106087751 A CN106087751 A CN 106087751A CN 201610502533 A CN201610502533 A CN 201610502533A CN 106087751 A CN106087751 A CN 106087751A
- Authority
- CN
- China
- Prior art keywords
- operating platform
- angle steel
- hollow thin
- high pier
- walled high
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention is operating platform in a kind of hollow thin-walled high pier, including operating platform, skirting board and suspension ring, it is formed around angle steel on described operating platform, described angle steel is connected with skirting board, the corner on operating platform is located at by described suspension ring, the connected mode of described operating platform and angle steel is for welding, described angle steel is that bolt is connected with the connected mode of skirting board, it is simple that described suspension ring and operating platform weld together present configuration, easy operation, it is to avoid set up scaffold tubes at hollow thin-walled high pier inner chamber, improves work efficiency, saving artificial, safety is high.
Description
Technical field
The present invention relates to pier stud technical field of construction, particularly relate to operating platform in a kind of hollow thin-walled high pier.
Background technology
Hollow thin-walled high pier construct as pier stud in common a kind of form, have that sectional area is little, section modulus big, deadweight
Gently, the rigidity of structure and the preferable feature of intensity, be used for high bridge, be widely used in the middle of engineering field.Hollow thin
In the construction of wall pier, reinforcing bar, template, the construction of concrete are requisite operations, and the most traditional method is at hollow thin-walled high pier
Inner chamber sets up scaffold tubes, and scaffold tubes, inefficiency are removed in the position to diaphragm plate, and materials'use amount is big, and safety is the highest.
Summary of the invention
Present invention seek to address that the deficiencies in the prior art, and operating platform in a kind of hollow thin-walled high pier is provided.
The present invention for achieving the above object, by the following technical solutions: operating platform in a kind of hollow thin-walled high pier, including behaviour
Making platform, skirting board and suspension ring, described operating platform is formed around angle steel, described angle steel is connected with skirting board, described in hang
The corner being located on operating platform.
The connected mode of described operating platform and angle steel is for welding.
Described angle steel is that bolt is connected with the connected mode of skirting board.
Described suspension ring weld together with operating platform.
The invention has the beneficial effects as follows: present configuration is simple, easily operates, it is to avoid set up foot at hollow thin-walled high pier inner chamber
Hands pipe, improves work efficiency, saves artificial, and safety is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
In figure: 1-operating platform；2-angle steel；3-skirting board；
It is described in detail referring to the drawings below with reference to embodiments of the invention.
Detailed description of the invention
The invention will be further described with embodiment below in conjunction with the accompanying drawings:
As it is shown in figure 1, operating platform in a kind of hollow thin-walled high pier, including operating platform 1, skirting board 3 and suspension ring, described behaviour
Making to be formed around angle steel 2 on platform 1, described angle steel 2 is connected with skirting board 3, and four on operating platform 1 are located at by described suspension ring
Angle.
The connected mode of described operating platform 1 and angle steel 2 is for welding.
Described angle steel 2 is that bolt is connected with the connected mode of skirting board 3.
Described suspension ring weld together with operating platform 1.
During work, worker stands is constructed at operating platform 1, and skirting board 3 can prevent article from dropping, and suspension ring can make operation put down
Platform 1 facilitates upper and lower handling, often carries out a circulating coagulation soil and pours, at the pre-buried sufficient amount of hole of hollow thin-walled high pier surrounding, it
After wear round steel at hole, operating platform 1 is winched on reinforced frame, workman carries out constructing operation.
Above in conjunction with accompanying drawing, the present invention is exemplarily described, it is clear that the present invention implements not by aforesaid way
Restriction, as long as have employed method design and the various improvement that carry out of technical scheme of the present invention, or the most improved direct application
In other occasion, all within protection scope of the present invention.
Claims (4)
1. operating platform in a hollow thin-walled high pier, it is characterised in that include operating platform (1), skirting board (3) and suspension ring, institute
Stating and be formed around angle steel (2) on operating platform (1), described angle steel (2) is connected with skirting board (3), and operation is located at by described suspension ring
Corner on platform (1).
Operating platform in hollow thin-walled high pier the most according to claim 1, it is characterised in that described operating platform (1) with
The connected mode of angle steel (2) is welding.
Operating platform in hollow thin-walled high pier the most according to claim 1, it is characterised in that described angle steel (2) and skirt
The connected mode of plate (3) is that bolt connects.
Operating platform in hollow thin-walled high pier the most according to claim 1, it is characterised in that described suspension ring and operating platform
(1) weld together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610502533.9A CN106087751A (en) | 2016-06-30 | 2016-06-30 | Operating platform in a kind of hollow thin-walled high pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610502533.9A CN106087751A (en) | 2016-06-30 | 2016-06-30 | Operating platform in a kind of hollow thin-walled high pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106087751A true CN106087751A (en) | 2016-11-09 |
Family
ID=57214085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610502533.9A Pending CN106087751A (en) | 2016-06-30 | 2016-06-30 | Operating platform in a kind of hollow thin-walled high pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087751A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202830775U (en) * | 2012-09-02 | 2013-03-27 | 中铁十二局集团第二工程有限公司 | Bridge hollow high pier internal formwork simple working platform |
| CN204039921U (en) * | 2014-05-19 | 2014-12-24 | 赵燕 | A kind of Construction Support without support bent cap |
| CN204530494U (en) * | 2015-02-11 | 2015-08-05 | 中铁三局集团有限公司 | High pier binder template is set up and is used support |
| CN204875555U (en) * | 2015-08-27 | 2015-12-16 | 中铁二十四局集团浙江工程有限公司 | Continuous bent cap of prestressing force shape pier lifting device |
| CN204983593U (en) * | 2015-07-27 | 2016-01-20 | 中国建筑第八工程局有限公司 | Modular elevartor shaft construction operation platform |
| CN205088580U (en) * | 2015-11-06 | 2016-03-16 | 刘天河 | Iron road bridge mound hanging flower basket installation frock |
| CN104452566B (en) * | 2014-10-22 | 2016-04-20 | 大连海事大学 | What arrange the replaceable binder of ductility waves Self-resetting bridge framed bent and mounting method thereof |
-
2016
- 2016-06-30 CN CN201610502533.9A patent/CN106087751A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202830775U (en) * | 2012-09-02 | 2013-03-27 | 中铁十二局集团第二工程有限公司 | Bridge hollow high pier internal formwork simple working platform |
| CN204039921U (en) * | 2014-05-19 | 2014-12-24 | 赵燕 | A kind of Construction Support without support bent cap |
| CN104452566B (en) * | 2014-10-22 | 2016-04-20 | 大连海事大学 | What arrange the replaceable binder of ductility waves Self-resetting bridge framed bent and mounting method thereof |
| CN204530494U (en) * | 2015-02-11 | 2015-08-05 | 中铁三局集团有限公司 | High pier binder template is set up and is used support |
| CN204983593U (en) * | 2015-07-27 | 2016-01-20 | 中国建筑第八工程局有限公司 | Modular elevartor shaft construction operation platform |
| CN204875555U (en) * | 2015-08-27 | 2015-12-16 | 中铁二十四局集团浙江工程有限公司 | Continuous bent cap of prestressing force shape pier lifting device |
| CN205088580U (en) * | 2015-11-06 | 2016-03-16 | 刘天河 | Iron road bridge mound hanging flower basket installation frock |
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Legal Events
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |