CN104372928A - Cantilever type scaffold assembly - Google Patents
Cantilever type scaffold assembly Download PDFInfo
- Publication number
- CN104372928A CN104372928A CN201410595845.XA CN201410595845A CN104372928A CN 104372928 A CN104372928 A CN 104372928A CN 201410595845 A CN201410595845 A CN 201410595845A CN 104372928 A CN104372928 A CN 104372928A
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- CN
- China
- Prior art keywords
- vertical rod
- cantilever beams
- scaffold assembly
- cantilever beam
- assembly
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- 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.)
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Abstract
The invention discloses a cantilever type scaffold assembly. The cantilever type scaffold assembly comprises a cantilever beam. A vertical rod, a slant rod and a pipe base are welded to the surface of the cantilever beam, a triangular bracket is formed by the cantilever beam, the vertical rod and the slant rod, the pipe base is further arranged on the cantilever beam, the vertical rod and the slant rod are also welded, the cantilever beam is installed at the outer end of a floor of a building in a clamped connection mode through a first steel pipe clamp, the vertical rod is connected with a pull fixing assembly and fixed to an upper floor through a first high-strength bolt, and a lug plate is connected between the pull fixing assembly and the upper floor. The first steel pipe clamp is connected with the outer end of the cantilever beam through a high-strength bolt. The lug plate is a semicircular plate horizontally provided with fixing holes. The cantilever type scaffold assembly has the advantages of being simple in structure and flexible in arrangement.
Description
Technical field
The invention belongs to scaf folding fittings field, refer more particularly to overhanging scaffold assembly.
Background technology
Along with the development of building implements, the investigation and application of scaffold is improved rapidly, various scaffold erection form emerges in multitude, but these scaffolds are from ground to high altitude integrated erection mostly, landing leg hand cradle is owing to there being height restriction, and have certain processing requirements to ground base, it is costly that entirety sets up scaffold, therefore, there is the overhanging scaffold for highrise building, but, existing overhanging scaffold needs workman to complete in high-altitude all to set up task, lack corresponding alarm set, not only dangerous large, efficiency is lower, need to improve this problem.
Summary of the invention
The present invention is intended to the defect overcoming prior art, provides overhanging scaffold assembly, has that structure is simple, the feature of flexible arrangement.
In order to solve the problems of the technologies described above, the invention provides following technical scheme:
A kind of overhanging scaffold assembly, comprise Cantilever Beams, described Cantilever Beams surface soldered has vertical rod, brace, base, Cantilever Beams, vertical rod, inclined tube form triangle bracket, Cantilever Beams is also provided with base, also welds between vertical rod with brace, described Cantilever Beams is arranged on the floor outer end of building by steel pipe clamp one clamping, described vertical rod connects is drawn solid assembly and is fixed by high-strength bolt one and upper strata floor, described in draw between solid assembly and upper strata floor and be connected with otic placode.
Preferably, described steel pipe clamp one connects Cantilever Beams outer end by high-strength bolt.
Preferably, described otic placode is the semi-circular plate of horizontal distribution with fixing hole.
Compared with prior art, the present invention has following beneficial effect:
Structure of the present invention is simple, and can set up by any floor, arrangement form is flexible again; Major part work is transferred to ground and completes by Cantilever Beams, vertical rod, brace formation triangle bracket, reduces the high-level workload of workman, safer convenience of constructing.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of overhanging scaffold assembly of the present invention;
Fig. 2 is the schematic diagram of the otic placode of overhanging scaffold assembly of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the present invention, is not intended to limit the present invention.
As shown in Figure 1-2, a kind of overhanging scaffold assembly, comprises Cantilever Beams 1, and described Cantilever Beams surface soldered has vertical rod 2, brace 3, base 4, and Cantilever Beams, vertical rod, inclined tube form triangle bracket, Cantilever Beams are also provided with base, for connecting scaffolding steel pipe.Also weld between vertical rod with brace, described Cantilever Beams is arranged on floor 6 outer end of building by steel pipe clamp 1 clamping, and described steel pipe clamp one connects Cantilever Beams outer end by high-strength bolt 10.Described vertical rod 2 connects is drawn solid assembly 7 and is fixed by high-strength bolt 1 and upper strata floor 6.Described drawing between solid assembly 7 and upper strata floor is connected with otic placode 9, and described otic placode is the semi-circular plate of horizontal distribution with fixing hole.
Structure of the present invention is simple, and can set up by any floor, arrangement form is flexible again; Major part work is transferred to ground and completes by Cantilever Beams, vertical rod, brace formation triangle bracket, reduces the high-level workload of workman, safer convenience of constructing.
The foregoing is only explanation embodiments of the present invention; be not limited to the present invention, for a person skilled in the art, within the spirit and principles in the present invention all; any amendment of doing, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (3)
1. an overhanging scaffold assembly, comprise Cantilever Beams, it is characterized in that: described Cantilever Beams surface soldered has vertical rod, brace, base, Cantilever Beams, vertical rod, inclined tube form triangle bracket, Cantilever Beams is also provided with base, also welds between vertical rod with brace, described Cantilever Beams is arranged on the floor outer end of building by steel pipe clamp one clamping, described vertical rod connects is drawn solid assembly and is fixed by high-strength bolt one and upper strata floor, described in draw between solid assembly and upper strata floor and be connected with otic placode.
2. a kind of overhanging scaffold assembly according to claim 1, is characterized in that: described steel pipe clamp one connects Cantilever Beams outer end by high-strength bolt.
3. a kind of overhanging scaffold assembly according to claim 1, is characterized in that: described otic placode is the semi-circular plate of horizontal distribution with fixing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410595845.XA CN104372928A (en) | 2014-10-30 | 2014-10-30 | Cantilever type scaffold assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410595845.XA CN104372928A (en) | 2014-10-30 | 2014-10-30 | Cantilever type scaffold assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104372928A true CN104372928A (en) | 2015-02-25 |
Family
ID=52552094
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410595845.XA Pending CN104372928A (en) | 2014-10-30 | 2014-10-30 | Cantilever type scaffold assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104372928A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836242A (en) * | 2017-03-31 | 2017-06-13 | 湖南省第六工程有限公司 | Deep excavation cable stretching assembled operating platform |
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN112196248A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cantilever scaffold system and construction method thereof |
| CN113356551A (en) * | 2021-06-16 | 2021-09-07 | 重庆渝能建筑安装工程有限公司 | Cantilever frame structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2422007A1 (en) * | 1978-04-05 | 1979-11-02 | Guistinati Gelsomino | Wall hook supporting cantilever frame of working platform - locates frame rail and has pivoted inverted L=shaped bat forming automatic gate |
| CN102561669A (en) * | 2012-01-20 | 2012-07-11 | 浙江欣捷建设有限公司 | Cantilever scaffold and construction method thereof |
| CN202324585U (en) * | 2011-08-23 | 2012-07-11 | 浙江城建建设集团有限公司 | Connecting tube of holistic inserted lift scaffold with steel frame structure for high-rise buildings |
| CN202430980U (en) * | 2012-02-10 | 2012-09-12 | 二十二冶集团第一建设有限公司 | Detachably movable type steel pipe fixing insertion column for cantilever scaffold |
| CN204163365U (en) * | 2014-10-30 | 2015-02-18 | 无锡市安捷脚手架有限公司 | A kind of overhanging scaffold assembly |
-
2014
- 2014-10-30 CN CN201410595845.XA patent/CN104372928A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2422007A1 (en) * | 1978-04-05 | 1979-11-02 | Guistinati Gelsomino | Wall hook supporting cantilever frame of working platform - locates frame rail and has pivoted inverted L=shaped bat forming automatic gate |
| CN202324585U (en) * | 2011-08-23 | 2012-07-11 | 浙江城建建设集团有限公司 | Connecting tube of holistic inserted lift scaffold with steel frame structure for high-rise buildings |
| CN102561669A (en) * | 2012-01-20 | 2012-07-11 | 浙江欣捷建设有限公司 | Cantilever scaffold and construction method thereof |
| CN202430980U (en) * | 2012-02-10 | 2012-09-12 | 二十二冶集团第一建设有限公司 | Detachably movable type steel pipe fixing insertion column for cantilever scaffold |
| CN204163365U (en) * | 2014-10-30 | 2015-02-18 | 无锡市安捷脚手架有限公司 | A kind of overhanging scaffold assembly |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN106836242A (en) * | 2017-03-31 | 2017-06-13 | 湖南省第六工程有限公司 | Deep excavation cable stretching assembled operating platform |
| CN112196248A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cantilever scaffold system and construction method thereof |
| CN113356551A (en) * | 2021-06-16 | 2021-09-07 | 重庆渝能建筑安装工程有限公司 | Cantilever frame structure |
| CN113356551B (en) * | 2021-06-16 | 2022-09-16 | 重庆渝能建筑安装工程有限公司 | Cantilever frame structure |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150225 |