CN202611250U - Concreting platform for concrete filled steel tube column - Google Patents
Concreting platform for concrete filled steel tube column Download PDFInfo
- Publication number
- CN202611250U CN202611250U CN 201220236736 CN201220236736U CN202611250U CN 202611250 U CN202611250 U CN 202611250U CN 201220236736 CN201220236736 CN 201220236736 CN 201220236736 U CN201220236736 U CN 201220236736U CN 202611250 U CN202611250 U CN 202611250U
- Authority
- CN
- China
- Prior art keywords
- platform
- steel tube
- column
- concreting
- concrete filled
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model specifically discloses a concreting platform for a concrete filled steel tube column and solves the problems that when an existing steel tube column needs to be filled with concrete, a scaffolding platform is erected and a crane is used for concreting, so the operation is time-consuming and labor-consuming, and the construction efficiency is affected. The concreting platform for the concrete filled steel tube column comprises a platform body in a framework structure, wherein a column guiding frame is arranged in the middle of the platform body, an operating deck is fixed at the bottom of the platform body at the left and the right sides of the column guiding frame, a fence fixedly connected with the platform body is arranged above the periphery of the operating deck, a funnel is fixedly arranged above the column guiding frame, and limit plates are hinged with the left and the right side of the column guiding frame. According to the concreting platform for the concrete filled steel tube column, the structural design is reasonable and reliable, the number of scaffolds in use is greatly reduced, the cost is saved, the labor force is saved, meanwhile the mounting and dismounting are convenient, and the concreting platform has the advantages of simple structure, convenience in operation, low cost and rapidness in turning and circulation.
Description
Technical field
The utility model relates to concrete-spouting plant, is specially a kind of column concrete filled steel tube perfusion stand.
Background technology
Extensive application along with rail yard steel work wind and rain canopy; Concrete perfusion also is used as the form of structure of main stressed member in a large number in upright steel pipe column; This structure is wherein a kind of application form of concrete filled steel tube, and concrete filled steel tube is made up of steel pipe and the concrete of filling wherein.
During construction, at first cast-in fixing bolt in concrete foundation is fixed on steel pipe on the pre-buried crab-bolt then, carries out the cushion cap Concrete Construction again, and steel pipe just combines as a whole with concrete foundation like this, at last concrete perfusion in the cavity of steel pipe.
After steel pipe is installed; Utilize preformed hole concrete perfusion in the steel pipe cavity of steel pipe top; Traditional job practices is to set up the steel pipe scaffold job platform around steel pipe, utilizes crane or pump truck to pouring concrete within steel pipe, has the problem that wastes time and energy and influence efficiency of construction.
Summary of the invention
The utility model adopts when having column steel pipe concrete perfusion now in order to solve to be set up the scaffold job platform and utilizes the mode of crane perfusion to have the problem that wastes time and energy and influence efficiency of construction, and a kind of column concrete filled steel tube perfusion stand is provided.
The utility model is to adopt following technical scheme to realize: column concrete filled steel tube perfusion stand; The stand body that comprises cage construction; Stand body middle part is provided with the guide pillar frame, and the stand body bottom of the guide pillar frame left and right sides is fixed with operating platform, and operating platform is provided with the fence with the stand body-fixed all around; Guide pillar frame upper fixed has funnel, and the guide pillar frame left and right sides all is hinged with limiting plate.
During the perfusion operation, utilize crane that the stand body is sling, the height and the orientation of adjustment guide pillar frame lower ending opening; When disposing, slowly put down the stand body, when funnel bottom embeds column top preformed hole with steel pipe top node Board position; Put down the stand body fully, this moment, the artificial operating platform that gets into was opened the both sides limiting plate; And fix with column; Installation can be poured into operation, has overcome to solve to adopt when having column steel pipe concrete perfusion now to set up the scaffold job platform and utilize the mode of crane perfusion to have the problem that wastes time and energy and influence efficiency of construction.
The guide pillar frame is a cone structure, and its effect is that " catching " played guide effect to the column capital more easily, is easy to install when at the column top stand body being installed.
The utility model reasonable in design is reliable, has significantly reduced the scaffold use amount, has practiced thrift cost, and labor savings the time, easy installation and removal has advantage simple in structure, easy to operate, that cost is low and the turnover circulation is fast.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Among the figure: 1-stand body, 2-guide pillar frame, 3-operating platform, 4-fence, 5-funnel, 6-limiting plate.
The specific embodiment
Column concrete filled steel tube perfusion stand; The stand body 1 that comprises cage construction; Stand body 1 middle part is provided with guide pillar frame 2, and stand body 1 bottom of guide pillar frame 2 left and right sides is fixed with operating platform 3, and the top is provided with the fence of fixing with stand body 14 around the operating platform 3; Guide pillar frame 2 upper fixed have funnel 5, and guide pillar frame 2 left and right sides all are hinged with limiting plate 6.
In the practical implementation process, funnel 5 is fixed through the upright supporting leg of four framves with stand body 1, the side of being, funnel 5 top taper concrete structure, and funnel 5 bottoms are cylindric steel pipe; Limiting plate 6 is the arc structure that falls near column one side; After turning to vertical pillars; Column is snapped in limiting plate 6 arcs, destroy the column lacquer painting, reserve the space about 2cm between limiting plate 6 and column for preventing limiting plate 6; Utilize bolt urgent, stand body 1 upper end is fixed with some suspension ring.
Claims (2)
1. a column concrete filled steel tube pours into stand; It is characterized in that: the stand body (1) that comprises cage construction; Stand body (1) middle part is provided with guide pillar frame (2); Stand body (1) bottom of guide pillar frame (2) left and right sides is fixed with operating platform (3); Operating platform (3) top all around is provided with and the fixing fence (4) of stand body (1), and guide pillar frame (2) upper fixed has funnel (5), and guide pillar frame (2) left and right sides all is hinged with limiting plate (6).
2. column concrete filled steel tube perfusion stand according to claim 1, it is characterized in that: guide pillar frame (2) is a cone structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220236736 CN202611250U (en) | 2012-05-24 | 2012-05-24 | Concreting platform for concrete filled steel tube column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220236736 CN202611250U (en) | 2012-05-24 | 2012-05-24 | Concreting platform for concrete filled steel tube column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202611250U true CN202611250U (en) | 2012-12-19 |
Family
ID=47344960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220236736 Expired - Fee Related CN202611250U (en) | 2012-05-24 | 2012-05-24 | Concreting platform for concrete filled steel tube column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202611250U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608184A (en) * | 2020-05-08 | 2020-09-01 | 五冶集团上海有限公司 | Core filling device for tubular pile |
| CN113529795A (en) * | 2021-06-29 | 2021-10-22 | 深圳市工勘岩土集团有限公司 | Construction method for cast-in-place concrete assembly type platform of steel pipe structure column by foundation pit reverse construction method |
-
2012
- 2012-05-24 CN CN 201220236736 patent/CN202611250U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608184A (en) * | 2020-05-08 | 2020-09-01 | 五冶集团上海有限公司 | Core filling device for tubular pile |
| CN113529795A (en) * | 2021-06-29 | 2021-10-22 | 深圳市工勘岩土集团有限公司 | Construction method for cast-in-place concrete assembly type platform of steel pipe structure column by foundation pit reverse construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101619630B (en) | Mounting method of steel chimney and implementary jacking device | |
| CN201695681U (en) | Integral self-elevating type elevator hoistway tube mold | |
| CN103935911B (en) | Tower crane attached wall supporting construction and construction method thereof | |
| CN102535845A (en) | Construction method of bearing frame of corridor structure | |
| CN109184189B (en) | Construction method for conical shell silo top structure of large-diameter silo | |
| CN201962944U (en) | Hydraulic climbing formwork for building construction | |
| CN204644884U (en) | High pier over-form construction reinforced bar installs mobile stock | |
| CN102900024A (en) | Overturning die plate for large-scale concrete structure and using method for overturning die plate | |
| CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
| CN103615111A (en) | Silo top construction method | |
| CN207268073U (en) | Novel flexible formwork bearing frame | |
| CN206692235U (en) | A kind of steel structure dome lifts by crane erecting device | |
| CN205636516U (en) | Convertible template system of hollow concrete leaning tower | |
| CN202401769U (en) | Detachable concrete cloth machine for self-elevating creeping formwork system | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN203113793U (en) | Large formwork installation system of oblique structure | |
| CN202611250U (en) | Concreting platform for concrete filled steel tube column | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN103291116A (en) | Grid-type formwork supporting and operating platform for construction of water tank on top of inverted-cone water tower | |
| CN203129580U (en) | Formwork system | |
| CN203308165U (en) | Net rack type formwork supporting operation platform for construction of water tank at top of inverted-cone-shaped water tower | |
| CN102777050A (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN107351228A (en) | A kind of prefabricated wind power tower mould equipment and its construction technology | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN203715115U (en) | Supporting point structure for self-hoisting system of portal crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121219 Termination date: 20200524 |