CN201236477Y - Integral climbing scaffold for high-rise building - Google Patents
Integral climbing scaffold for high-rise building Download PDFInfo
- Publication number
- CN201236477Y CN201236477Y CNU2008200419509U CN200820041950U CN201236477Y CN 201236477 Y CN201236477 Y CN 201236477Y CN U2008200419509 U CNU2008200419509 U CN U2008200419509U CN 200820041950 U CN200820041950 U CN 200820041950U CN 201236477 Y CN201236477 Y CN 201236477Y
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- CN
- China
- Prior art keywords
- scaffold
- base
- housed
- guide rail
- fork
- 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
- 230000009194 climbing Effects 0.000 title claims abstract description 15
- 239000000725 suspension Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 abstract description 4
- 238000005096 rolling process Methods 0.000 abstract 2
- 230000001174 ascending effect Effects 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000007423 decrease Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Images
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- Movable Scaffolding (AREA)
Abstract
The whole climbing scaffold for high-rise buildings is characterized in that a base is arranged at the bottom of the scaffold, a connecting plate is arranged on the inner side of the base, and the connecting plate and a wall body are connected through wall penetrating bolts. And a cross beam is connected with the wall body and extends to the middle part of the scaffold. A hanging ring is arranged below the cross beam, and an electric hoist is arranged on the hanging ring. The rings below the electric block are connected to the scaffold base. The outer side of the wall body is provided with a vertical guide rail, and the guide rail is provided with an open slot. The inner vertical rod of the scaffold is connected with a movable half, the half is provided with a connecting rod, the other end of the connecting rod is provided with a fork, a roller is arranged in the fork by a pin shaft, and the roller is abutted against the inner edge of an open slot of the guide rail and rolls up and down along the guide rail. The scapular part of the fork is provided with a rolling ball, the mouth of the open slot is provided with a clamping plate by a screw, and the inner edge of the clamping plate is contacted with the rolling ball. And loosening the connecting bolts of the scaffold and the wall body, and operating the electric hoist to realize the ascending or descending of the scaffold. Use the utility model discloses a climbing scaffold, the consumptive material is few, and labour expenditure is little, and the time limit for a project is short, and the cost is low.
Description
Affiliated technical field
The utility model relates to the whole climbing scaffold of highrise building that building operations is used.
Background technology
For the scaffold that the construction of highrise building is set up, traditional way is to set up scaffold from ground, and how high high-rise building have, and how high the scaffold that sets up also have.Its weak point is: the consumptive material of scaffold is many, and workman's work expenditure is big, and it is long in time limit to finish building operations, the overall cost height of high-rise building.
The utility model content
The purpose of this utility model is to provide highrise building whole climbing scaffold in order to overcome above-mentioned weak point, and the consumptive material of scaffold is few, and workman's work expenditure is little, and it is short relatively to finish the building operations duration, and the overall cost of high-rise building is low relatively.
The technical scheme that its technical problem that solves the utility model adopts is: scaffold by steel pipe, fastener form 4-8 the joint operating platforms double steel pipe scaffold.Base is arranged at the bottom at scaffold, and there is the bar of elongation the inboard of base, and rod end is connected with junction plate, with through-wall bolt with junction plate and the placing of concrete body of wall couple together.Bear the bearing capacity of whole scaffold in order to strengthen base, in the outside of base lower edge engaging lug is housed, engaging lug also is equipped with in the body of wall outside below base, between two engaging lugs diagonal brace is housed.Climbing of scaffold realizes by climbing device: linking to each other with body of wall is connected to a crossbeam, stretches the middle part at scaffold.Suspension ring are housed below crossbeam, electric block is installed on the suspension ring.The suspension ring of electric block below then are connected on the scaffold base.In wall outer side vertical guide rail is housed, has open slot on the guide rail.Be connected with movable Hough on the medial shaft straight-bar of scaffold, horizontal connecting rod is housed on the Hough, the other end of connecting rod has fork, the fork in bearing pin roller is housed, roller is against the open slot inner edge of guide rail, at open slot along the guide rail scroll-up/down.Spin is equipped with at omoplate position at fork, with screw clamp is housed at the oral area of open slot, and the inner edge and the spin of clamp contact.When the needs hoisting scaffold, unclamp the connecting bolt of scaffold and body of wall, the operation electric block is realized the rising or the decline of scaffold.
Effective effect of the present utility model is, uses the whole climbing scaffold of highrise building of the present utility model, and the consumptive material of scaffold is few, and workman's work expenditure is little, and it is short relatively to finish the building operations duration, and the overall cost of high-rise building is low relatively.
Description of drawings
Fig. 1 is the structural representation of the whole climbing scaffold of highrise building of the present utility model.1-placing of concrete body of wall among the figure, 2-through-wall bolt, 3-junction plate, 4-movable Hough, 5-connecting rod, 6-guide rail, 7-the placing of concrete body of wall treated, 8-scaffold, 9--crossbeam, 10--suspension ring, the 11--electric block, 12--base, 13--diagonal brace, 14--bolt, 15--engaging lug.
Fig. 2 is the A-A cutaway view Amplified image among Fig. 1.1-placing of concrete body of wall among the figure, 4-movable Hough, 5-connecting rod, 6--guide rail, 16--roller, 17--bearing pin, 18--fork, 19--screw, 20--clamp, 21--bolt, the vertical bar of 22--, 23--spin.
The specific embodiment
Scaffold (8) by steel pipe, fastener form 4-8 the joint operating platforms double steel pipe scaffold.In the bottom of scaffold (8) base (12) is arranged, the inboard of base (12) has the bar of elongation, rod end to be connected with junction plate (3), with through-wall bolt (2) with junction plate (3) and placing of concrete body of wall (1) couple together.Bear the bearing capacity of whole scaffold (8) in order to strengthen base (12), engaging lug (15) is housed, engaging lug (15) also is housed, diagonal brace (13) is housed between two engaging lugs (15) in the body of wall outside of base (12) below in the outside of base (12) lower edge.Climbing of scaffold (8) realizes by climbing device: linking to each other with body of wall is connected to a crossbeam (9), stretches the middle part at scaffold.In the below of crossbeam (9) suspension ring (10) are housed, electric block (11) is installed on the suspension ring (10).The suspension ring of electric block (11) below then are connected on the scaffold base (12).In wall outer side vertical guide rail (6) is housed, guide rail has open slot on (6).On the medial shaft straight-bar (22) of scaffold, be connected with movable Hough (4), horizontal connecting rod (5) is housed on the Hough, the other end of connecting rod (5) has fork (18), with bearing pin (17) roller (16) is housed in the fork (18), roller (16) is against the open slot inner edge of guide rail (6), in open slot along guide rail (6) scroll-up/down.Spin (23) is equipped with at omoplate position at fork (18), with screw (19) clamp (20) is housed at the oral area of open slot, and the inner edge of clamp (20) and spin (23) contact.When the needs hoisting scaffold, unclamp the connecting bolt of scaffold and body of wall, operation electric block (11) is realized the rising or the decline of scaffold (8).
Claims (3)
1, the whole climbing scaffold of highrise building, it is characterized in that: base is arranged at the bottom at scaffold, there is the bar of elongation the inboard of base, rod end is connected with junction plate, with through-wall bolt with junction plate and the placing of concrete body of wall couple together; Linking to each other with body of wall is connected to a crossbeam, stretches the middle part at scaffold, and suspension ring are housed below crossbeam, and electric block is installed on the suspension ring, and the suspension ring of electric block below are connected on the scaffold base; In wall outer side vertical guide rail is housed, has open slot on the guide rail; On the medial shaft straight-bar of scaffold, be connected with movable Hough, horizontal connecting rod is housed on the Hough, the other end of connecting rod has fork, with bearing pin roller is housed in the fork, roller is against the open slot inner edge of guide rail, spin is equipped with at omoplate position at fork, with screw clamp is housed at the oral area of open slot, and the inner edge and the spin of clamp contact.
2, the whole climbing scaffold of highrise building according to claim 1 is characterized in that: 4-8 double steel pipe scaffolds that save operating platforms that scaffold is made up of steel pipe, fastener.
3, the whole climbing scaffold of highrise building according to claim 1, it is characterized in that: engaging lug is equipped with in the outside at the base lower edge, and engaging lug also is equipped with in the body of wall outside below base, between two engaging lugs diagonal brace is housed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200419509U CN201236477Y (en) | 2008-08-04 | 2008-08-04 | Integral climbing scaffold for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200419509U CN201236477Y (en) | 2008-08-04 | 2008-08-04 | Integral climbing scaffold for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201236477Y true CN201236477Y (en) | 2009-05-13 |
Family
ID=40649216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200419509U Expired - Fee Related CN201236477Y (en) | 2008-08-04 | 2008-08-04 | Integral climbing scaffold for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201236477Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013175156A1 (en) | 2012-05-21 | 2013-11-28 | Inderjit Singh Dhillon | High rise building elevation concept |
| CN110259096A (en) * | 2019-06-26 | 2019-09-20 | 重庆科技学院 | Self-moving construction platform for civil engineering and using method thereof |
| CN113338603A (en) * | 2021-05-31 | 2021-09-03 | 开友投资(海南)合伙企业(有限合伙) | Automatic climbing device and climbing method for lifting equipment |
-
2008
- 2008-08-04 CN CNU2008200419509U patent/CN201236477Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013175156A1 (en) | 2012-05-21 | 2013-11-28 | Inderjit Singh Dhillon | High rise building elevation concept |
| CN110259096A (en) * | 2019-06-26 | 2019-09-20 | 重庆科技学院 | Self-moving construction platform for civil engineering and using method thereof |
| CN113338603A (en) * | 2021-05-31 | 2021-09-03 | 开友投资(海南)合伙企业(有限合伙) | Automatic climbing device and climbing method for lifting equipment |
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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 |
Granted publication date: 20090513 Termination date: 20150804 |
|
| EXPY | Termination of patent right or utility model |