CN208502316U - The external cantilevered structure of tripod built construction - Google Patents
The external cantilevered structure of tripod built construction Download PDFInfo
- Publication number
- CN208502316U CN208502316U CN201821004170.7U CN201821004170U CN208502316U CN 208502316 U CN208502316 U CN 208502316U CN 201821004170 U CN201821004170 U CN 201821004170U CN 208502316 U CN208502316 U CN 208502316U
- Authority
- CN
- China
- Prior art keywords
- gusseted
- pylon
- cantilevered structure
- cross bar
- brace
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 238000009434 installation Methods 0.000 claims description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000018199 S phase Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The external cantilevered structure of tripod built construction, is constituted as follows: adjustable base (1), upright bar (2), cross bar (3), brace (4), adjustable jack (6), gusseted pylon (10)；Wherein: band diagonal line rectangular frame units (7) in main structure is made of upright bar (2), cross bar (3), brace (4)；Adjustable jack (6), adjustable base (1) are arranged in the multiple bay portal formula support system topmost and lowest part；Gusseted pylon (10) is the structural member of skewed horizontal load；Its top is disposed at least one band diagonal line rectangular frame units (7)；The overhanging outreach of gusseted pylon (10) in the horizontal direction is 1000~3000mm.The utility model structure is relatively simple, easy to use and operate, and intensity is good, and highly-safe, complex art works well, with expected more huge economic value and social value.
Description
Technical field
The utility model relates to designs and applied technical field that building scaffold is attached to cantilevered structure, specifically provide one
The external cantilevered structure of kind tripod built construction.
Background technique
In the prior art, the outer lateral of building is sometimes for being provided with cantilevered structure and safeguard structure；But it is existing
In some building construction processes, the setting of such cantilevered structure is excessively random, not enough standardizes, it would be highly desirable to specification and raising.People's phase
Prestige obtains a kind of better external cantilevered structure of tripod built construction of technical effect.
Utility model content
The purpose of the utility model is to provide a kind of better external cantilevered structures of tripod built construction of technical effect.
A kind of external cantilevered structure of tripod built construction of the utility model, it is characterised in that: its composition is as follows: adjustable bottom
Seat 1, upright bar 2, cross bar 3, brace 4, adjustable jack 6, gusseted pylon 10；Wherein: pedestal 1 is located under whole system
Portion is arranged in the main body of installation foundation and the multiple bay portal formula support system being made of upright bar 2, cross bar 3, brace 4
Between structure；Upright bar 2 arranges that cross bar 3 is horizontally disposed and it constitutes tower structure interconnected vertically；
Brace 4 is arranged in the rectangular frame being made of upright bar 2 and cross bar 3, and it is along the diagonal of rectangular frame
Line arrangement；Constitute band diagonal line rectangular frame units 7；
At the middle part and lower part of the multiple bay portal formula support system, it is provided with is adjacently positioned at least two from bottom to top
The rectangular frame unit 8 of brace 4 be made of upright bar 2 and cross bar 3 and not set；
Adjustable jack 6 is arranged in the multiple bay portal formula support system topmost, and adjustable jack 6 is arranged in top and is lifted
Between supporting structure and the other structures of the external cantilevered structure of tripod built construction；Energy is provided on adjustable jack 6
Enough adjust the lead screw of its distribution height in the vertical direction；
Adjustable base 1 is arranged in the multiple bay portal formula support system lowest part, the installation base arranged below of adjustable base 1
Between plinth and the other structures of the external cantilevered structure of tripod built construction；It can be adjusted by being provided on adjustable base 1
The lead screw of distribution height in the vertical direction；
Gusseted pylon 10 is arranged in the external cantilevered structure of tripod built construction of the nearly edge in building cross section
Outside is specifically the structural member of a skewed horizontal load；Its top is disposed at least one band diagonal line rectangular frame units 7；
Overhanging between gusseted pylon 10 and the main body of the external cantilevered structure of tripod built construction in the horizontal direction is stretched
Distance is 1000~3000mm out.
The external cantilevered structure of tripod built construction described in the utility model, preferably claimed content is:
Upright bar 2, cross bar 3, brace 4, gusseted pylon 10 are tripod built steel tube profile, upright bar 2, oblique pull
Bar 4,10 three of gusseted pylon inner tube specification be diameter 56mm, wall thickness 2mm；The inner tube specification of cross bar 3 is diameter 48mm,
Wall thickness 2mm.
It is additionally provided with top overhanging guardrail upright pole 11 in the external cantilevered structure of tripod built construction, is arranged in institute
State the band diagonal line rectangle right above outermost 10 upper end of gusseted pylon of the external cantilevered structure of tripod built construction
7 top of frame unit；It is to the distance stretched out above cantilevered structure the top cross bar 3 outside tripod built construction
1.7m±0.2m。
The utility model proposes a kind of a kind of outsides with general value constructed under background based on tripod built
The design and application scheme of cantilevered structure；Its structure is relatively simple, easy to use and operate, and intensity is good, highly-safe, complex art
It works well, with expected more huge economic value and social value.
Detailed description of the invention
With reference to the accompanying drawing and embodiment is described in further detail the utility model:
Fig. 1 is the principle of compositionality simplified schematic diagram of the external cantilevered structure of tripod built construction.
Specific embodiment
Appended drawing reference meaning is as follows: adjustable base 1, upright bar 2, cross bar 3, brace 4, adjustable jack 6, gusseted pylon
10, top overhangs guardrail upright pole 11, floor 12.
Embodiment 1
Tripod built is constructed external cantilevered structure, is constituted as follows: adjustable base 1, upright bar 2, cross bar 3, brace 4,
Adjustable jack 6, gusseted pylon 10；Wherein: pedestal 1 is located at the lower part of whole system, is arranged in installation foundation and by standing
Between the main structure for the multiple bay portal formula support system that bar 2, cross bar 3, brace 4 are constituted；Upright bar 2 is arranged vertically, horizontal
Bar 3 is horizontally disposed and it constitutes tower structure interconnected；
Brace 4 is arranged in the rectangular frame being made of upright bar 2 and cross bar 3, and it is along the diagonal of rectangular frame
Line arrangement；Constitute band diagonal line rectangular frame units 7；
At the middle part and lower part of the multiple bay portal formula support system, it is provided with is adjacently positioned at least two from bottom to top
The rectangular frame unit 8 of brace 4 be made of upright bar 2 and cross bar 3 and not set；
Adjustable jack 6 is arranged in the multiple bay portal formula support system topmost, and adjustable jack 6 is arranged in top and is lifted
Between supporting structure and the other structures of the external cantilevered structure of tripod built construction；Energy is provided on adjustable jack 6
Enough adjust the lead screw of its distribution height in the vertical direction；
Adjustable base 1 is arranged in the multiple bay portal formula support system lowest part, the installation base arranged below of adjustable base 1
Between plinth and the other structures of the external cantilevered structure of tripod built construction；It can be adjusted by being provided on adjustable base 1
The lead screw of distribution height in the vertical direction；
Gusseted pylon 10 is arranged in the external cantilevered structure of tripod built construction of the nearly edge in building cross section
Outside is specifically the structural member of a skewed horizontal load；Its top is disposed at least one band diagonal line rectangular frame units 7；
Overhanging between gusseted pylon 10 and the main body of the external cantilevered structure of tripod built construction in the horizontal direction is stretched
Distance is 1000~3000mm out.
Upright bar 2, cross bar 3, brace 4, gusseted pylon 10 are tripod built steel tube profile, upright bar 2, oblique pull
Bar 4,10 three of gusseted pylon inner tube specification be diameter 56mm, wall thickness 2mm；The inner tube specification of cross bar 3 is diameter 48mm,
Wall thickness 2mm.
It is additionally provided with top overhanging guardrail upright pole 11 in the external cantilevered structure of tripod built construction, is arranged in institute
State the band diagonal line rectangle right above outermost 10 upper end of gusseted pylon of the external cantilevered structure of tripod built construction
7 top of frame unit；It is to the distance stretched out above cantilevered structure the top cross bar 3 outside tripod built construction
1.7m±0.2m。
It is outstanding that the present embodiment proposes a kind of a kind of outside with general value constructed under background based on tripod built
Choose the design and application scheme of structure；Its structure is relatively simple, easy to use and operate, and intensity is good, highly-safe, complex art effect
Fruit is good, with expected more huge economic value and social value.
Claims (3)
- The external cantilevered structure 1. tripod built is constructed, it is characterised in that: its composition is as follows: adjustable base (1), upright bar (2), cross Bar (3), brace (4), adjustable jack (6), gusseted pylon (10)；Wherein: pedestal (1) is located at the lower part of whole system, Its main body knot for being arranged in installation foundation and the multiple bay portal formula support system being made of upright bar (2), cross bar (3), brace (4) Between structure；Upright bar (2) arranges that cross bar (3) is horizontally disposed and it constitutes tower structure interconnected vertically；Brace (4) is arranged in the rectangular frame being made of upright bar (2) and cross bar (3), and it is along pair of rectangular frame Linea angulata arrangement；Constitute band diagonal line rectangular frame units (7)；At the middle part and lower part of the multiple bay portal formula support system, be provided with from bottom to top be adjacently positioned at least two by standing The rectangular frame unit (8) of brace (4) that bar (2) and cross bar (3) are constituted and not set；Adjustable jack (6) is arranged in the multiple bay portal formula support system topmost, and adjustable jack (6) is arranged in top and is lifted Between supporting structure and the other structures of the external cantilevered structure of tripod built construction；Adjustable jack is provided on (6) The lead screw of its distribution height in the vertical direction can be adjusted；Adjustable base (1) is arranged in the multiple bay portal formula support system lowest part, adjustable base (1) installation base arranged below Between plinth and the other structures of the external cantilevered structure of tripod built construction；Being provided on adjustable base (1) can be adjusted The lead screw of its distribution height in the vertical direction；The tripod built that gusseted pylon (10) is arranged in the nearly edge in building cross section is constructed outside external cantilevered structure Side is specifically the structural member of a skewed horizontal load；Its top is disposed at least one band diagonal line rectangular frame units (7)； Overhanging between gusseted pylon (10) and the main body of the external cantilevered structure of tripod built construction in the horizontal direction Outreach is 1000~3000mm.
- 2. according to the external cantilevered structure of the construction of tripod built described in claim 1, it is characterised in that:Upright bar (2), cross bar (3), brace (4), gusseted pylon (10) are tripod built steel tube profile, upright bar (2), brace (4), gusseted pylon (10) three inner tube specification be diameter 56mm, wall thickness 2mm；The inner tube of cross bar (3) Specification is diameter 48mm, wall thickness 2mm.
- 3. according to the external cantilevered structure of the construction of tripod built described in claim 2, it is characterised in that:It is additionally provided with top overhanging guardrail upright pole (11) in the external cantilevered structure of tripod built construction, is arranged in described Band diagonal line rectangle right above outermost gusseted pylon (10) upper end of the external cantilevered structure of tripod built construction Above frame unit (7)；Its distance to stretching above the external cantilevered structure the top cross bar (3) of tripod built construction For 1.7m ± 0.2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821004170.7U CN208502316U (en) | 2018-06-28 | 2018-06-28 | The external cantilevered structure of tripod built construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821004170.7U CN208502316U (en) | 2018-06-28 | 2018-06-28 | The external cantilevered structure of tripod built construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208502316U true CN208502316U (en) | 2019-02-15 |
Family
ID=65282599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821004170.7U Active CN208502316U (en) | 2018-06-28 | 2018-06-28 | The external cantilevered structure of tripod built construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208502316U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663924A (en) * | 2020-12-29 | 2021-04-16 | 中国葛洲坝集团第三工程有限公司 | Confined space cantilever plate scaffold structure and construction method thereof |
| CN113235891A (en) * | 2021-04-29 | 2021-08-10 | 上海宝冶集团有限公司 | Outer throwing frame protection method |
| CN114562096A (en) * | 2022-03-18 | 2022-05-31 | 四川华远建设工程有限公司 | Semi-self-supporting type steel supporting platform with high-altitude large-cantilever steel reinforced concrete structure |
-
2018
- 2018-06-28 CN CN201821004170.7U patent/CN208502316U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663924A (en) * | 2020-12-29 | 2021-04-16 | 中国葛洲坝集团第三工程有限公司 | Confined space cantilever plate scaffold structure and construction method thereof |
| CN113235891A (en) * | 2021-04-29 | 2021-08-10 | 上海宝冶集团有限公司 | Outer throwing frame protection method |
| CN114562096A (en) * | 2022-03-18 | 2022-05-31 | 四川华远建设工程有限公司 | Semi-self-supporting type steel supporting platform with high-altitude large-cantilever steel reinforced concrete structure |
| CN114562096B (en) * | 2022-03-18 | 2023-12-05 | 四川华远建设工程有限公司 | Semi-self-supporting type high-altitude large cantilever steel reinforced concrete structure steel support platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208502316U (en) | The external cantilevered structure of tripod built construction | |
| CN105433855B (en) | Frame-type multifunctional stretches window cleaning equipment | |
| CN205954716U (en) | A counterforce device for foundation pile resistance to compression static test | |
| CN213626572U (en) | Tool type external cantilever operation platform | |
| CN207401101U (en) | A kind of block adjustable height ping-pong table easy to disassemble | |
| CN206051232U (en) | Safe elevator | |
| CN207988466U (en) | A kind of prefabricated piping lane concreting operating platform | |
| CN103498550A (en) | Outer-extending scaffold convenient and rapid to use | |
| CN211691525U (en) | Construction device for overhanging type inclined curtain wall | |
| CN112723094A (en) | Integrated wall-attached device based on synchronous climbing of light steel platform | |
| CN206458074U (en) | A kind of aerial work basket outer support support | |
| CN208763450U (en) | Multiple bay portal formula support system | |
| CN201915632U (en) | Adjustable supporting structure of beam template | |
| CN206903246U (en) | A kind of structure with oblique member for building | |
| CN207110415U (en) | A kind of building construction scaffold being easily installed | |
| CN214989509U (en) | Integrated wall-attached device based on synchronous climbing of light steel platform | |
| CN214495334U (en) | A construction elevator auxiliary support device | |
| CN213742162U (en) | Scaffold for house building construction | |
| CN109019420B (en) | Multi-functional cat ladder is used in architectural decoration | |
| CN205367391U (en) | Villa elevator | |
| CN203878962U (en) | Independent supporting device for high-place operation hanging basket cantilever | |
| CN203129617U (en) | Quick-disassembling protective fence | |
| CN209082946U (en) | A kind of extension type construction platform | |
| CN207863438U (en) | Lifting scaffold device suitable for variable section structure column | |
| CN107601374A (en) | A kind of balance hanging basket of the spacing Board position of adjust automatically |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |