CN105442868A - Adjustable steel-structure reticulated shell spliced scaffold - Google Patents
Adjustable steel-structure reticulated shell spliced scaffold Download PDFInfo
- Publication number
- CN105442868A CN105442868A CN201510963503.3A CN201510963503A CN105442868A CN 105442868 A CN105442868 A CN 105442868A CN 201510963503 A CN201510963503 A CN 201510963503A CN 105442868 A CN105442868 A CN 105442868A
- Authority
- CN
- China
- Prior art keywords
- scaffold
- height
- jackscrew
- moulding bed
- base
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/105—Grid-like structures
Abstract
The invention belongs to the field of building steel structures, in particular to an adjustable steel-structure reticulated shell spliced scaffold which comprises a height adjusting ring and a base. A vertical rod is fixed and welded to the base. A top screw is movably installed at the top end of the vertical rod. A U-shaped support is fixed and welded to the top end of the top screw. The top screw can move up and down when a height adjusting ring at the bottom of the top screw is rotated. Furthermore, an auxiliary adjusting wrench is fixed to the height adjusting ring. The scaffold has the advantages that it is ensured that the scaffold can be repeatedly used for supporting at different height points, the height adjustment is convenient, scaffold materials are saved, splicing efficiency is improved, and good economic performance is achieved.
Description
Technical field
The invention belongs to construction steel structure field, be specifically related to the assembled moulding bed of a kind of adjustable Steel Shell.
Background technology
In recent years, along with enhancing that is national and regional economic strength, along with the lifting of Building technology, the raising required architectural image along with people, the projects such as the stadiums be made up of individual layer hyperboloid Steel Shell roof system, airport, railway terminal and grand theater are increasing.
The mode that the construction of individual layer hyperboloid Steel Shell in the past adopts full hall scaffold in bulk, such form of construction work, measure cost is high, and construction speed is slow, and construction risk is high.Therefore, after Steel Shell installation on ground, the form of construction work of full wafer lifting becomes development trend in recent years.But because hyperboloid Steel Shell is all variable in XY both direction, the height of each strong point is not identical, if there is a kind of moulding bed can regulate in height, will improve assembled efficiency, progress greatly, and saves assembled moulding bed measure amount.
In view of this, the applicant provides a kind of adjustable Steel Shell assembled moulding bed, and this case produces thus.
Summary of the invention
Main purpose of the present invention is to provide the assembled moulding bed of a kind of adjustable Steel Shell, is applicable to construction steel structure single-layer lattice shell installation on ground, improves assembled efficiency, progress greatly, and saves assembled moulding bed measure amount.
For achieving the above object, the technical scheme that the present invention is concrete: the assembled moulding bed of a kind of adjustable Steel Shell, comprise height adjustable ring and base, base is fixedly welded with vertical rod, rod end is movably installed with jackscrew, jackscrew top is fixedly welded with a U and drags, and jackscrew is by rotating the height adjustable ring upper and lower displacement be positioned at bottom jackscrew.
Further, described height adjustable ring is fixed with auxiliary adjustment spanner.
Beneficial effect of the present invention: the present invention is applicable to construction steel structure single-layer lattice shell installation on ground, because moulding bed height can regulate within the specific limits, be specially adapted to the single-layer lattice shell of special-shaped hyperboloid form, can reuse when ensureing that moulding bed supports for differing heights point, and it is highly easy to adjust, save moulding bed material, improve assembled efficiency, have good economy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
As shown in Figure 1, what the present invention disclosed is the assembled moulding bed of a kind of adjustable Steel Shell, and this assembled moulding bed base 5 is placed on ground, together with vertical rod 4 is welded in base 5; Moulding bed U holds in the palm 1 support steel structure net shell rod member 7, jackscrew 2 and U hold in the palm 1 be welded in together with; Jackscrew 2 works with height adjustable ring 3 one can adjust the upper and lower of jackscrew, thus adjusts the height of adjustable Steel Shell moulding bed; Auxiliary adjustment spanner 6 for rotate height adjustable ring 3, can more Labor-saving high-efficiency adjustment height.
Base 5 adopts 20# i iron to make, and material is Q235B, and length is 300mm; Vertical rod 4 adopts Φ 50*4 round steel pipe to make, and material is Q235B, length be 500-2000mm not etc.; U holder 1 adopts 10# i iron to make, and material is Q235B, and length is 100mm; Jackscrew adopts Φ 40 round steel to make through tapping, and material is Q235B, and length is 1000mm.
A height adjusting method for the assembled moulding bed of Steel Shell, is characterized in that, comprises the steps: that (1) is placed in assembled for adjustable Steel Shell moulding bed on ground; (2) U is adopted to hold in the palm support steel structure net shell rod member; (3) according to altitude location requirement, adopt height adjuster to rotate height adjustable ring and make jackscrew upper and lower, thus adjustment Steel Shell height.
The present embodiment is for explaining inventive concept of the present invention, but not limiting the scope of the present invention, allly does any unsubstantiality to above-described embodiment and changes, and all belongs to protection scope of the present invention.
Claims (2)
1. the assembled moulding bed of adjustable Steel Shell, it is characterized in that: comprise height adjustable ring and base, base is fixedly welded with vertical rod, rod end is movably installed with jackscrew, jackscrew top is fixedly welded with a U and drags, and jackscrew is by rotating the height adjustable ring upper and lower displacement be positioned at bottom jackscrew.
2. the assembled moulding bed of the adjustable Steel Shell of one according to claim 1, is characterized in that: described height adjustable ring is fixed with auxiliary adjustment spanner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510963503.3A CN105442868A (en) | 2015-12-18 | 2015-12-18 | Adjustable steel-structure reticulated shell spliced scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510963503.3A CN105442868A (en) | 2015-12-18 | 2015-12-18 | Adjustable steel-structure reticulated shell spliced scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105442868A true CN105442868A (en) | 2016-03-30 |
Family
ID=55553458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510963503.3A Pending CN105442868A (en) | 2015-12-18 | 2015-12-18 | Adjustable steel-structure reticulated shell spliced scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105442868A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653334A (en) * | 2021-10-09 | 2021-11-16 | 中建八局第二建设有限公司 | Method for installing dome structure of single-layer metal reticulated shell |
| CN113756501A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of overhanging aluminum alloy roof |
| CN107419908B (en) * | 2017-05-04 | 2023-09-01 | 中国建筑第八工程局有限公司 | Butt joint assembling bracket and butt joint assembling method for reticulated shell units |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202005004628U1 (en) * | 2005-03-22 | 2005-07-07 | Menke, Bernold | Support mast consists of metal vertically installed pillar with open profile cross section, and extension section fastened to pillar with height adjustment capability |
| CN201103247Y (en) * | 2007-10-23 | 2008-08-20 | 中冶京唐建设有限公司 | Adjustable steel support |
| CN102031868A (en) * | 2009-09-29 | 2011-04-27 | 中天建设集团有限公司 | Building construction erecting formwork |
| CN204059993U (en) * | 2014-07-09 | 2014-12-31 | 中国建筑第八工程局有限公司 | A kind of assembled moulding bed |
| CN204456950U (en) * | 2014-10-31 | 2015-07-08 | 广西五鸿建设集团有限公司 | A kind of U-shaped gear supporting plate being applied to underground garage and reinforcing |
-
2015
- 2015-12-18 CN CN201510963503.3A patent/CN105442868A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202005004628U1 (en) * | 2005-03-22 | 2005-07-07 | Menke, Bernold | Support mast consists of metal vertically installed pillar with open profile cross section, and extension section fastened to pillar with height adjustment capability |
| CN201103247Y (en) * | 2007-10-23 | 2008-08-20 | 中冶京唐建设有限公司 | Adjustable steel support |
| CN102031868A (en) * | 2009-09-29 | 2011-04-27 | 中天建设集团有限公司 | Building construction erecting formwork |
| CN204059993U (en) * | 2014-07-09 | 2014-12-31 | 中国建筑第八工程局有限公司 | A kind of assembled moulding bed |
| CN204456950U (en) * | 2014-10-31 | 2015-07-08 | 广西五鸿建设集团有限公司 | A kind of U-shaped gear supporting plate being applied to underground garage and reinforcing |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419908B (en) * | 2017-05-04 | 2023-09-01 | 中国建筑第八工程局有限公司 | Butt joint assembling bracket and butt joint assembling method for reticulated shell units |
| CN113756501A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of overhanging aluminum alloy roof |
| CN113653334A (en) * | 2021-10-09 | 2021-11-16 | 中建八局第二建设有限公司 | Method for installing dome structure of single-layer metal reticulated shell |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Deng Liangbo Inventor after: Hu Hongming Inventor after: Liu Ligang Inventor after: Zhou Xinlei Inventor before: Zheng Guangyue Inventor before: Li Bing |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160505 Address after: 312000 Zhejiang city of Shaoxing province Jianhu road Keqiao District No. 1587 Applicant after: ZHEJIANG JINGGONG STEEL STRUCTURE GROUP CO., LTD. Address before: 432000 Xiaogan City, Hubei province Dongyuan residential project phase two Hong Fengyuan Building 2 Unit No. 404 No. 9 Applicant before: XIAOGAN HUAYUE ELECTROMECHANICAL TECHNOLOGY CO., LTD. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160330 |