CN203856182U - Novel cantilever scaffold structure - Google Patents
Novel cantilever scaffold structure Download PDFInfo
- Publication number
- CN203856182U CN203856182U CN201420248571.2U CN201420248571U CN203856182U CN 203856182 U CN203856182 U CN 203856182U CN 201420248571 U CN201420248571 U CN 201420248571U CN 203856182 U CN203856182 U CN 203856182U
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- China
- Prior art keywords
- building
- vertical rod
- cantilever
- cross bar
- scaffold
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- Expired - Lifetime
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Abstract
A novel cantilever scaffold structure is composed of building cantilever structures, cross rods, a vertical rod and connecting pieces. The cross rods are connected with the vertical rod through connecting pieces. The cross rods are arranged on the upper surfaces of the building cantilever structures. One end of each cross rod extends out of a building, and the other end of each cross rod is fixedly arranged on each building cantilever structure. Vertically consistent reserved holes are formed in the building cantilever structures and communicated with each other. The vertical rod penetrates the reserved holes to be connected with the cross rods on upper and lower floors through the connecting pieces, meanwhile by the vertical rod, the cross rods extending out of the building are connected with each other through the connecting pieces. The novel cantilever scaffold structure has the advantages that a scaffold can be directly built at high floors rather than ground to form a construction working area; and cantilever length is effectively shortened, investment is lowered, safety and stability are high, and the arrangement is adaptable to constructing the cantilever scaffold at cantilever structures such as a balcony and a rainshed.
Description
Technical field
The utility model belongs to building field, particularly a kind of structure for the cantilevered structure such as balcony, awning place builder's jack.
Background technology
The advantages such as overhanging scaffold gathers materials on the spot because it possesses, set up conveniently, safe and reliable, cost savings are widely used at present in high-building construction.
For the high residential building that has the cantilevered structures such as balcony, because balcony can not be served as braced structures, adopt conventional overhanging scaffold constructing structure, Cantilever Beams length and the sectional dimension at the positions such as balcony need increase considerably, the corresponding construction input that increased.
Therefore need a kind of Novel suspended outrigger scaffold for cantilevered structures such as balconies.
Summary of the invention
The purpose of this utility model is for the deficiencies in the prior art, proposes a kind of Novel suspended outrigger scaffold structure, and this scaffold need to successively not overlap from ground, can directly start the new type scaffold of overlap joint formation operation side at high level.
A kind of Novel suspended outrigger scaffold structure described in the utility model is made up of the connector of building cantilevered structure, cross bar, vertical rod and connection cross bar and vertical rod; Every one storey buildingDan cantilevered structure upper surface is provided with cross bar, and stretch out outside building one end of described cross bar, and the other end is fixedly installed on building cantilevered structure; On described building cantilevered structure, be provided with preformed hole, and described preformed hole is unanimous between the higher and lower levels and perforation; Described vertical rod is connected by connector with the cross bar on floor up and down through described preformed hole, simultaneously by vertical rod by stretch out cross bar outside building by connector to connection.
Further, described cross bar and vertical rod overlap according to conventional distance.
Further, described building cantilevered structure comprise canopy, cornice, outporch, overhanging corridor.
The utility model has the advantage of: on the one hand, scaffold described in the utility model need to successively not overlap from ground, can directly start overlap joint at high level and form operation side; Secondly, effectively reduce cantilever span, reduce input, there is higher safety and stability, be applicable to the structure of the cantilevered structure such as balcony, awning place builder's jack.
Brief description of the drawings
Fig. 1 a kind of Novel suspended outrigger scaffold structure syndeton schematic diagram described in the utility model;
In figure: 1 building cantilevered structure, 2 cross bars, 3 vertical rods, 4 connectors, 5 preformed holes.
Detailed description of the invention
As shown in Figure 1, a kind of Novel suspended outrigger scaffold structure described in the utility model is made up of the connector 4 of building cantilevered structure 1, cross bar 2, vertical rod 3 and connection cross bar 2 and vertical rod 3; Every one storey buildingDan cantilevered structure 1 upper surface is provided with cross bar 2, and stretch out outside building one end of described cross bar 2, and the other end is fixedly installed on building cantilevered structure 1; On described building cantilevered structure 1, be provided with preformed hole 5; Described vertical rod 3 is connected by connector 4 with the cross bar 2 on upper and lower floor through described preformed hole 5, by vertical rod 3, the cross bar 2 stretching out outside building is passed through to connector 4 to connection simultaneously.
In constructure construction procedure, the reserved preformed hole of the cantilevered structure of upper and lower floor is unanimous between the higher and lower levels and connect, and this is the prerequisite of implementing technical scheme.
After scaffold is finished using, by preformed hole shutoff smooth flooring.
The interconnective spacing of described cross bar and vertical rod and connected mode adopt conventional at present method of attachment.
Builder's jack cantilever span described in the utility model at least reduces 0.9-1.0m according to the width difference of the cantilevered structure such as balcony, awning, thus the corresponding specification that significantly reduces builder's jack Cantilever Beams.Technical scheme described in the utility model, by rational structure, reduces cantilever span, reduces input, safety and stability, is applicable to the structure of the cantilevered structure such as balcony, awning place builder's jack.
Claims (2)
1. Novel suspended outrigger scaffold structure comprises a connector for cross bar, vertical rod and connection cross bar and vertical rod, it is characterized in that: described Novel suspended outrigger scaffold structure also comprises building cantilevered structure; On described building cantilevered structure, be provided with preformed hole, and described preformed hole is unanimous between the higher and lower levels and perforation; Every one storey buildingDan cantilevered structure upper surface is provided with cross bar, and stretch out outside building one end of described cross bar, and the other end is fixedly installed on building cantilevered structure; Described vertical rod is connected by connector with the cross bar on floor up and down through described preformed hole, simultaneously by vertical rod by stretch out cross bar outside building by connector to connection.
2. a kind of Novel suspended outrigger scaffold structure as claimed in claim 1, is characterized in that: described building cantilevered structure comprises canopy, cornices, outporch, overhanging corridor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420248571.2U CN203856182U (en) | 2014-05-15 | 2014-05-15 | Novel cantilever scaffold structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420248571.2U CN203856182U (en) | 2014-05-15 | 2014-05-15 | Novel cantilever scaffold structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203856182U true CN203856182U (en) | 2014-10-01 |
Family
ID=51606044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420248571.2U Expired - Lifetime CN203856182U (en) | 2014-05-15 | 2014-05-15 | Novel cantilever scaffold structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203856182U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816204A (en) * | 2017-09-25 | 2018-03-20 | 中国五冶集团有限公司 | The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method |
| CN110005190A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of through rack template system and construction method |
| CN115961770A (en) * | 2023-01-11 | 2023-04-14 | 中国电建市政建设集团有限公司 | Floor type external scaffold erecting structure and method for penetrating cornices |
-
2014
- 2014-05-15 CN CN201420248571.2U patent/CN203856182U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816204A (en) * | 2017-09-25 | 2018-03-20 | 中国五冶集团有限公司 | The outer protective frame of skyscraper staggered floor balcony also serves as operating platform erection method |
| CN110005190A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of through rack template system and construction method |
| CN115961770A (en) * | 2023-01-11 | 2023-04-14 | 中国电建市政建设集团有限公司 | Floor type external scaffold erecting structure and method for penetrating cornices |
| CN115961770B (en) * | 2023-01-11 | 2025-04-29 | 中国电建市政建设集团有限公司 | A structure and method for erecting a ground-type external scaffolding passing through an overhanging eave |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141001 |
|
| CX01 | Expiry of patent term |