CN201794286U - Hanging combined external scaffold and triangular supporting device thereof - Google Patents
Hanging combined external scaffold and triangular supporting device thereof Download PDFInfo
- Publication number
- CN201794286U CN201794286U CN2010205330024U CN201020533002U CN201794286U CN 201794286 U CN201794286 U CN 201794286U CN 2010205330024 U CN2010205330024 U CN 2010205330024U CN 201020533002 U CN201020533002 U CN 201020533002U CN 201794286 U CN201794286 U CN 201794286U
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Abstract
The utility model relates to a hanging combined external scaffold and a triangular supporting device thereof. The triangular supporting device for the hanging combined external scaffold comprises a triangular frame body and connecting pieces, wherein the triangular frame body takes the shape of a right-angled triangle and comprises a horizontal beam, a vertical beam and a sloping beam; the horizontal beam and the vertical beam adopt an integral structure formed through bending an angle iron into a right angles; a scaffold tube loop bar is arranged on the horizontal beam, the number of the connecting pieces is two, and the two connecting pieces are arranged on the vertical beam respectively; and the hanging combined external scaffold comprises a triangular supporting device and a scaffold tube space truss installed on the triangular supporting device, wherein the lower end of a standpipe of the scaffold tube space truss is sleeved on the scaffold tube loop bar. The hanging combined external scaffold and the triangular supporting device thereof have simple structure, simple, convenience in operation, and saved cost.
Description
Technical field
The utility model relates to a kind of boat scaffold, particularly relates to a kind of suspension type combination external scaffolding and triangular support device thereof.
Background technology
Along with the economic development and the scientific and technological progress of China, the people's life has obtained very big improvement.People have had higher requirement to living environment especially dwelling environment, from the nineties in last century, begin to become a kind of trend at some big and medium-sized cities high levels, small sized multiple story building.High-rise, small sized multiple story building increase the continuous innovation that has also promoted construction technology.Aspect the external wall construction of highrise building and since high-rise, small sized multiple story building exist the building scale of construction greatly, characteristics such as highly high, long construction period, common scaffold can't satisfy construction requirement on scaffolding height, and has high input, and lacks economy.
Present builder's jack adopts the girder steel of shaped steel to add the combination that steel supports usually, the bracing or strutting arrangement of assembly unit is carried out at the scene, this scaffold bracing or strutting arrangement needs a large amount of steel equipment input, and because single-piece member is heavier, often need lifting appliance to cooperate during assembly unit, and assembling and disassembling needs electric welding usually, and difficulty of construction cannot say for sure to demonstrate,prove safety more greatly and.
The utility model content
The purpose of this utility model is at the problems referred to above, proposes a kind of suspension type combination external scaffolding and triangular support device thereof, simple in structure, easy and simple to handle, saving cost.
The technical solution of the utility model is: a kind of triangular support device of suspension type combination external scaffolding, comprise triangle support body and connector, and described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam.
Be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
Described scaffold tubes cover is welded on the horizontal beam straight up.
A kind of suspension type combination external scaffolding, comprise the triangular support device and superincumbent scaffold tubes space truss is installed, this scaffold tubes truss comprises vertical tube, transverse tube, tube connector, inclined tube, this triangular support device comprises triangle support body and connector, described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam; The vertical tube lower end of scaffold tubes space truss is sleeved on this scaffold tubes loop bar.
The transverse tube that described scaffold tubes space truss comprises comprises vertical transverse tube and laterally is connected transverse tube, and described vertical transverse tube, vertical tube, inclined tube are cross-linked to form truss structure, and described transverse connecting pipe is connected between the adjacent truss structure.
Be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
Described scaffold tubes cover is welded on the horizontal beam straight up.
The beneficial effects of the utility model
Of the present utility model scaffold compared with outrigger that normal construction is set up, and can save steel pipe 102t, scaffold floor timber 50m3,1800 work days of labor consumption.Surplus the direct economic benefit 40 ten thousand yuan.Work except that lifting all can be operated on the ground, greatly reduces labour intensity, has strengthened the construction operation safety of persons.
Description of drawings
Fig. 1 is the structural representation of this triangular support device
Fig. 2 is the plan structure schematic diagram of this suspension type combination external scaffolding
Fig. 3 is the vertical structure schematic diagram in A-A cross section among Fig. 2
Fig. 4 is the outer facade TV structure schematic diagram of this suspension type combination external scaffolding
The specific embodiment
Referring to Fig. 1-Fig. 4,1. vertical tubes among the figure, 2. vertically transverse tube, 3. laterally connect transverse tube, 4. connector, 5. scaffold tubes loop bar, 6. horizontal beam, 7. cant beam, 8. auxiliary support bar, 9. inclined tube, 10. vertical beam.
Embodiment one: referring to Fig. 1, a kind of triangular support device of suspension type combination external scaffolding comprises triangle support body and connector among the figure, and described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam.
Be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
Described scaffold tubes cover is welded on the horizontal beam straight up.
Embodiment two: referring to Fig. 1-Fig. 4, a kind of suspension type combination external scaffolding, comprise the triangular support device and superincumbent scaffold tubes space truss is installed, this scaffold tubes truss comprises vertical tube, transverse tube, tube connector, inclined tube, this triangular support device comprises triangle support body and connector, described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam; The vertical tube lower end of scaffold tubes space truss is sleeved on this scaffold tubes loop bar.
The transverse tube that described scaffold tubes space truss comprises comprises vertical transverse tube and laterally is connected transverse tube, and described vertical transverse tube, vertical tube, inclined tube are cross-linked to form truss structure, and described transverse connecting pipe is connected between the adjacent truss structure.
Be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
Described scaffold tubes cover is welded on the horizontal beam straight up.
Claims (7)
1. the triangular support device of a suspension type combination external scaffolding comprises triangle support body and connector, and it is characterized in that: described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam.
2. the triangular support device of suspension type combination external scaffolding according to claim 1 is characterized in that: be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
3. the triangular support device of suspension type combination external scaffolding according to claim 1 is characterized in that: described scaffold tubes cover is welded on the horizontal beam straight up.
4. a suspension type makes up external scaffolding, comprise the triangular support device and superincumbent scaffold tubes space truss is installed, this scaffold tubes truss comprises vertical tube, transverse tube, tube connector, inclined tube, this triangular support device comprises triangle support body and connector, it is characterized in that: described triangle support body is a right-angled triangle, comprises horizontal beam, vertical beam and cant beam; Described horizontal beam and vertical beam are the integrative-structure that the bending of angle bar right angle forms; Be provided with the scaffold tubes loop bar above the horizontal beam; Described connector is two, is arranged on the vertical beam; The vertical tube lower end of scaffold tubes space truss is sleeved on this scaffold tubes loop bar.
5. suspension type combination external scaffolding according to claim 4, it is characterized in that: the transverse tube that described scaffold tubes space truss comprises comprises vertical transverse tube and laterally is connected transverse tube, described vertical transverse tube, vertical tube, inclined tube are cross-linked to form truss structure, and described transverse connecting pipe is connected between the adjacent truss structure.
6. suspension type combination external scaffolding according to claim 4 is characterized in that: be connected with auxiliary support bar between the middle part of described cant beam and the corresponding vertex of cant beam.
7. suspension type combination external scaffolding according to claim 4 is characterized in that: described scaffold tubes cover is welded on the horizontal beam straight up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205330024U CN201794286U (en) | 2010-09-17 | 2010-09-17 | Hanging combined external scaffold and triangular supporting device thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205330024U CN201794286U (en) | 2010-09-17 | 2010-09-17 | Hanging combined external scaffold and triangular supporting device thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201794286U true CN201794286U (en) | 2011-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205330024U Expired - Fee Related CN201794286U (en) | 2010-09-17 | 2010-09-17 | Hanging combined external scaffold and triangular supporting device thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN201794286U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005547A (en) * | 2014-06-19 | 2014-08-27 | 中兴建设有限公司 | Suspension scaffold attached to wall |
| CN104018656A (en) * | 2014-06-19 | 2014-09-03 | 中兴建设有限公司 | Scaffold construction method for prefabricated outer wall |
| CN104675132A (en) * | 2013-12-03 | 2015-06-03 | 深圳市特辰科技股份有限公司 | Building buffering type protection shelter |
| CN108439708A (en) * | 2018-04-08 | 2018-08-24 | 青岛思普润水处理股份有限公司 | A kind of MBBR does not cut off the water the installation method of modernization system |
| CN114635550A (en) * | 2022-04-11 | 2022-06-17 | 四川省建筑机械化工程有限公司 | Cast-in-place concrete outer wall cantilever structure of high-rise building and design and installation method thereof |
-
2010
- 2010-09-17 CN CN2010205330024U patent/CN201794286U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675132A (en) * | 2013-12-03 | 2015-06-03 | 深圳市特辰科技股份有限公司 | Building buffering type protection shelter |
| CN104675132B (en) * | 2013-12-03 | 2017-01-11 | 深圳市特辰科技股份有限公司 | Building buffering type protection shelter |
| CN104005547A (en) * | 2014-06-19 | 2014-08-27 | 中兴建设有限公司 | Suspension scaffold attached to wall |
| CN104018656A (en) * | 2014-06-19 | 2014-09-03 | 中兴建设有限公司 | Scaffold construction method for prefabricated outer wall |
| CN108439708A (en) * | 2018-04-08 | 2018-08-24 | 青岛思普润水处理股份有限公司 | A kind of MBBR does not cut off the water the installation method of modernization system |
| CN108439708B (en) * | 2018-04-08 | 2020-05-05 | 青岛思普润水处理股份有限公司 | Installation method of MBBR (moving bed biofilm reactor) non-stop water transformation system |
| CN114635550A (en) * | 2022-04-11 | 2022-06-17 | 四川省建筑机械化工程有限公司 | Cast-in-place concrete outer wall cantilever structure of high-rise building and design and installation method thereof |
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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: 20110413 Termination date: 20150917 |
|
| EXPY | Termination of patent right or utility model |