CN202055502U - Basket-type operating platform for construction of high-rise building construction - Google Patents
Basket-type operating platform for construction of high-rise building construction Download PDFInfo
- Publication number
- CN202055502U CN202055502U CN2011201035372U CN201120103537U CN202055502U CN 202055502 U CN202055502 U CN 202055502U CN 2011201035372 U CN2011201035372 U CN 2011201035372U CN 201120103537 U CN201120103537 U CN 201120103537U CN 202055502 U CN202055502 U CN 202055502U
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Abstract
The utility model discloses a basket-type operating platform for the construction of a high-rise building, which is used for the construction of the butt joint of steel pipe columns of the high-rise building and the concrete pouring in the steel pipe columns. The operating platform comprises an enclosure net and scaffold plates and is provided with a channel steel base and a frame, wherein the channel steel base is welded with the frame; the scaffold plates are paved on the channel steel base; and the enclosure net is arranged around the frame. The operating platform has a simple construction, and a light dead weight, is simple and fast to transmit force, can be reused by simple assembly, is suitable for the construction operation of the concrete pouring in the steel pipe columns of different sections and the butt joint of the steel pipe columns, and can be operated only by being hung to a construction part to be fixed by a tower crane. After completing the mounting, operators can casually walk on the platform on which scaffold plates are paved, so that high difficult and dangerous overhead work is simplified into ground work. Due to the adoption of the operating platform, the construction is convenient, the labor intensity is reduced, the working efficiency is improved, the safety is increased, and the economic benefit is improved; and besides, the operating platform has low cost and is reusable.
Description
Technical field
The utility model relates to the scaffold operating platform that uses in the high-building construction, and particularly high-building construction basket formula operating platform is used for the construction that the highrise building steel pipe column docked and built the steel pipe column inner concrete.
Background technology
At present, in the construction of building trade structural steelwork, building of butt joint between the steel pipe column or steel pipe column inner concrete all will be set up temporary platform during operation up and down.Existing temporary platform great majority adopt scaffolding steel pipe to support, and lay wooden springboard as temporary platform.The shortcoming of these temporary platform is to reuse, all to set up again at every turn, and waste material and manpower, and set up cripple layer by layer in the high-altitude also there is greatly insecurity in operating personnel.The combining structure pattern is adopted in some building structure in addition, comprises girder steel-steel core concrete column framework, and this structural shape need then carry out the butt joint of building of steel pipe column inner concrete and upper strata steel pipe column after the girder steel installation in the flowing water section.The construction of girder steel in this structural shape-steel core concrete column framework is the key job of progress monitoring, for saving the duration, the construction of girder steel-steel core concrete column framework often will be early than the construction of the cast-in-place plate of frame position in construction period, and its duration differs three to four layers at least.This moment, then the scaffold building amount was big and assembling and dissembling speed is slow if adopt traditional steel pipe scaffold temporary platform.Therefore, the job site needs a kind of operating platform simple in structure, easy-operating to solve this problem.
Summary of the invention
The purpose of this utility model provides high-building construction basket formula operating platform, overcome the deficiency that cripple platform that existing building operations sets up exists, for highrise building steel pipe column butt joint and steel pipe column inner concrete pouring construction provide safe and reliable, set up simple and easy, can reusable operating platform.By simple combination, be applicable to the steel pipe column butt joint of different cross section or the pouring construction operation of steel pipe column inner concrete, reduce working strength of workers and danger, increase work efficiency.
Technical solution of the present utility model is: high-building construction basket formula operating platform comprises goes along with sb. to guard him net and scaffolding board, this operating platform is provided with channel-section steel base and basket frame, the channel-section steel base welds together with the basket frame, lays scaffolding board on the channel-section steel base, goes along with sb. to guard him net in the setting of its basket frame peripheral.Operating platform is lifted top to steel pipe column, use U type fastening bolt to fixedly connected between the channel-section steel base of operating platform and the girder steel.
The utlity model has following useful effect:
1, basket formula operating platform on ground assembling make, simple structure, simple and direct from heavy and light, power transmission, by simple combination, can reuse.The scaffolding board built can be laid according to the shape of steel pipe column external surface on channel-section steel base and bottom coupling bar, is applicable to that the steel pipe column inner concrete of different cross section is built and steel pipe column butt joint construction operation.
2, the horizon bar of this operating platform connects and composes whole basket frame with the vertical rod of basket frame by fastener, manufactures simple.Laying scaffolding board on the channel-section steel base and on the bottom coupling bar, the platform that formation personnel stand, basket frame peripheral protective Dense mesh screen constitutes good safety barrier.
3, the installation of operating platform and fixed speed are quick and easy, only need to use a tower crane to winch to that construction part is fixing to get final product.Operating personnel can be simplified to landing with work high above the ground highly difficult, high risk being paved with arbitrarily walking on the platform of scaffolding board after the installation.Convenient construction alleviates the psychological pressure of working strength of workers and work high above the ground.Improve efficiency of construction, increased safety, and with low cost and reusable, saved material and expended, improved economic benefit.
Description of drawings
Fig. 1 is the front view of the utility model structural representation;
Fig. 2 is the left view of the utility model structural representation;
Fig. 3 is the vertical view of the utility model structural representation;
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done further detailed description, referring to Fig. 1 and Fig. 2,
High-building construction basket formula operating platform comprises goes along with sb. to guard him net 9 and scaffolding board 10, and this operating platform also is provided with channel-section steel base 1 and basket frame, and channel-section steel base 1 welds together with the basket frame, lays scaffolding board 10 on channel-section steel base 1, goes along with sb. to guard him net 9 in the setting of its basket frame peripheral.The basket frame of operating platform is square, comprises square and rectangle, at the peripheral net 9 of fixedly going along with sb. to guard him of its basket frame; The basket frame comprises basket a frame vertical rod 2 and a horizon bar, and the vertical rod 2 of basket frame welds together with channel-section steel base 1, and horizon bar is fixed together with basket frame vertical rod 2.Horizon bar comprises bottom coupling bar 3, middle level coupling bar 4 and upper strata coupling bar 5, and bottom coupling bar 3, middle level coupling bar 4 and upper strata coupling bar 5 are fixed by fastener with the vertical rod 2 of basket frame or welded.For alleviating weight of the present utility model, channel-section steel base 1 is provided with two, also can use four, is provided with bolt hole at the middle part of two channel-section steel bases 1, welds hanger 8 in the proximal end on its both sides, uses in order to lifting, and hanger 8 is " several " type structures.The width that penetrates in the bolt hole of channel-section steel base 1 between U type fastening bolt 6, these U type fastening bolt 6 screw rods conforms to the width of girder steel 11, by the width between width decision U type fastening bolt 6 screw rods of girder steel 11.Go along with sb. to guard him net 9 and adopt Dense mesh screen, have more safety.Scaffolding board can built on channel-section steel base 1 and bottom coupling bar 3, can lay according to the shape of steel pipe column 12 external surfaces, the area of its hollow is greater than the section area of steel pipe column 12, scaffolding board 10 shown in the accompanying drawing 1-3 is laid in " well " font.
This operating platform is after floor manufacture is good, winch to the top of construction steel pipe column 12 by tower crane, the channel-section steel base 1 of this operating platform is placed on the mounted girder steel 11 in steel pipe column 12 both sides, make the installation direction of channel-section steel base 1 perpendicular to girder steel 11, channel-section steel base 1 plays finally to transmit deadweight of this operating platform and service load.Fixedly connected with U type fastening bolt 6 between channel-section steel base 1 and the girder steel 11, operating personnel penetrate U type fastening bolt 6 in the bolt hole of channel-section steel base 1 from girder steel 11 bottoms, tightening nuts 7 then, and itself and girder steel 11 is locked, and the whole operation platform is fixed together with girder steel 11 securely.Build at steel pipe column 12 inner concretes and to finish and steel pipe column 12 butt joint winches to ground in order to recycling next time with this operating platform after finishing.The whole operation platform can be according to using suitable length and width of needs design and height.
Claims (8)
1. high-building construction basket formula operating platform, comprise go along with sb. to guard him net (9) and scaffolding board (10), it is characterized in that this operating platform be provided with channel-section steel base (1) and the basket frame, channel-section steel base (1) welds together with the basket frame, go up laying scaffolding board (10) at channel-section steel base (1), go along with sb. to guard him net (9) in the setting of its basket frame peripheral.
2. high-building construction basket formula operating platform according to claim 1 is characterized in that the basket frame of described operating platform is square, at the peripheral net (9) of fixedly going along with sb. to guard him of its basket frame; The basket frame comprises basket a frame vertical rod (2) and a horizon bar, and basket frame vertical rod (2) welds together with channel-section steel base (1), and horizon bar is fixed together with basket frame vertical rod (2).
3. high-building construction basket formula operating platform according to claim 2, it is characterized in that described horizon bar comprises bottom coupling bar (3), middle level coupling bar (4) and upper strata coupling bar (5), bottom coupling bar (3), middle level coupling bar (4) and upper strata coupling bar (5) are fixed by fastener with basket frame vertical rod (2) or are welded.
4. high-building construction basket formula operating platform according to claim 1 and 2 is characterized in that described channel-section steel base (1) is provided with two, is provided with bolt hole at the middle part of two channel-section steel bases (1), welds hanger (8) in the proximal end on its both sides.
5. high-building construction basket formula operating platform according to claim 4 is characterized in that the width that penetrates between U type fastening bolt (6), this U type fastening bolt (6) screw rod in the bolt hole of described channel-section steel base (1) conforms to the width of girder steel (11).
6. high-building construction basket formula operating platform according to claim 4 is characterized in that described hanger (8) is " several " type structure.
7. high-building construction basket formula operating platform according to claim 1 and 2 is characterized in that described to go along with sb. to guard him net (9) be Dense mesh screen.
8. high-building construction basket formula operating platform according to claim 1 is characterized in that described scaffolding board (10) can be according to the shape laying of steel pipe column (12) external surface, and the area of its hollow is greater than the section area of steel pipe column (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201035372U CN202055502U (en) | 2011-03-31 | 2011-03-31 | Basket-type operating platform for construction of high-rise building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201035372U CN202055502U (en) | 2011-03-31 | 2011-03-31 | Basket-type operating platform for construction of high-rise building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202055502U true CN202055502U (en) | 2011-11-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201035372U Expired - Lifetime CN202055502U (en) | 2011-03-31 | 2011-03-31 | Basket-type operating platform for construction of high-rise building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202055502U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102817468A (en) * | 2012-08-15 | 2012-12-12 | 中建钢构有限公司 | Portable detachable structural steel operating platform |
| CN102912996A (en) * | 2012-11-19 | 2013-02-06 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN104278828A (en) * | 2014-09-30 | 2015-01-14 | 北京首钢建设集团有限公司 | Concrete chimney demolition operating platform |
-
2011
- 2011-03-31 CN CN2011201035372U patent/CN202055502U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635226A (en) * | 2012-05-04 | 2012-08-15 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102635226B (en) * | 2012-05-04 | 2014-05-28 | 常州第一建筑集团有限公司 | Flexible hanging self-expansion operating platform and construction method |
| CN102817468A (en) * | 2012-08-15 | 2012-12-12 | 中建钢构有限公司 | Portable detachable structural steel operating platform |
| CN102912996A (en) * | 2012-11-19 | 2013-02-06 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN102912996B (en) * | 2012-11-19 | 2015-03-18 | 广州机施建设集团有限公司 | Steel tube concrete column high-altitude construction safety protection system |
| CN104278828A (en) * | 2014-09-30 | 2015-01-14 | 北京首钢建设集团有限公司 | Concrete chimney demolition operating platform |
| CN104278828B (en) * | 2014-09-30 | 2016-08-24 | 北京首钢建设集团有限公司 | A kind of concrete chimney dismantling operation platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SINOPEC OILFIELD SERVICE CORPORATION Free format text: FORMER OWNER: SHENGLI ENGINEERING CONSTRUCTION (GROUP) CORPORATION LTD. OF SHENGLI OIL FIELD Effective date: 20150824 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150824 Address after: 100029 Beijing Chaoyang District Hui Xin a No. twelve layer 6 Patentee after: SINOPEC OILFIELD SERVICE CORPORATION Address before: 257000 No. two, 755 North Road, Dongying District, Shandong, Dongying Patentee before: Shengli Engineering Construction (Group) Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111130 |