CN107299754A - A kind of horizontal self-interacting type hydraulic climbing material platform - Google Patents
A kind of horizontal self-interacting type hydraulic climbing material platform Download PDFInfo
- Publication number
- CN107299754A CN107299754A CN201710569737.9A CN201710569737A CN107299754A CN 107299754 A CN107299754 A CN 107299754A CN 201710569737 A CN201710569737 A CN 201710569737A CN 107299754 A CN107299754 A CN 107299754A
- Authority
- CN
- China
- Prior art keywords
- roof truss
- composite roof
- material platform
- type hydraulic
- climbs
- 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.)
- Withdrawn
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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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Abstract
In order to overcome the shortcomings of that prior art does not adapt to range error between Core Walls Structure wall, the present invention proposes a kind of horizontal self-interacting type hydraulic climbing material platform.The object of the present invention is achieved like this：A kind of horizontal self-interacting type hydraulic climbing material platform, including upper frame, attachment device, climb column combination, guide rail, lower hanger, in addition to composite roof truss；The crossbeam two ends of winding up of the composite roof truss have is provided with elongated hole on protuberance, protuberance；Bearing pin combines the hole on top through elongated hole with the column that climbs, and composite roof truss is combined with the column that climbs and is slidably connected；The beneficial effects of the invention are as follows：The larger error of distance between Core Walls Structure wall can be adapted to by way of laterally self-regulation；So as to protect itself and construction wall structure, the resistance that climbs is reduced, it is simple in construction, easily realize.
Description
Technical field
This patent is related to a kind of construction special equipment, and hydraulic climbing material is used in especially core tube of high-rise building construction
Platform.
Background technology
Hydraulic climbing material platform is used for climbing formwork for construction in high-rise, high-rise building Core Walls Structure.The general knot of prior art
Structure is constituted：Core Walls Structure is installed on respect in the wall-attaching equipment of inner wall surface, guide rail is penetrated；The column that climbs combination, which is installed on, to be led
Rail；Fixed truss is combined with the column that climbs to be connected by connecting rod；Formed after some groups of transversaries, respectively in transversary
Wind up position, lower edge position sets up upper frame, lower hanger, and is respectively connected to become upper frame, lower frame by longitudinal crossbeam
One overall structure.Structural integrity so is good, and bearing capacity is strong, but the transverse direction that it fixes truss, connecting rod is formed by combining
Structure is fixed, can not be adjusted.The construction of modern high-rise building, particularly steel frame-concrete wall structure is mostly using three-dimensional friendship
The construction technology of fork, horizontal structure generally lags behind vertical structure, in the case that vertical structure is preferentially constructed, Core Walls Structure wall
Perpendicularity and interior wall spacing hardly result in accurate control.Hydraulic climbing material platform is depended on installed in relative due to its guide rail
The wall-attaching equipment of inner wall surface, and being climbed upwards along guide rail, so, the material platform of prior art Core Walls Structure wall away from
From requiring more strict.If there is larger error, material platform transversary can be made larger extra horizontal force occur, gently then
Increase the resistance that climbs, cause guide rail, climbing device to wear and tear, heavy then recurring structure is destroyed, and then trigger security incident.Material
The extra horizontal force of platform can also react on building structure, Core Walls Structure walls concrete intensity is there is recessive destruction or even is opened
Split, integral construction quality can not ensure and there are major safety risks.
The content of the invention
In order to overcome the shortcomings of that prior art does not adapt to range error between Core Walls Structure wall, this patent propose it is a kind of laterally
Self-interacting type hydraulic climbing material platform, adapts to the larger error of distance between Core Walls Structure wall, simple in construction, easily realizes.
What the purpose of this patent was realized in：
A kind of horizontal self-interacting type hydraulic climbing material platform, including upper frame, attachment device, the column that climbs are combined, led
Rail, lower hanger, in addition to composite roof truss；The crossbeam two ends of winding up of the composite roof truss have is provided with elongated hole on protuberance, protuberance；
Bearing pin combines the hole on top through elongated hole with the column that climbs, and composite roof truss is combined with the column that climbs and is slidably connected；
The upper frame is installed on the crossbeam that winds up of composite roof truss；
The lower hanger is installed on the lower edge crossbeam of composite roof truss；
The crossbeam that winds up of the composite roof truss is made up of two relative channel-section steels in the back side；
The composite roof truss is pin-connected panel.
The beneficial effect of this patent is：The larger mistake of distance between Core Walls Structure wall can be adapted to by way of laterally self-regulation
Difference；So as to protect itself and construction wall structure, the resistance that climbs is reduced, it is simple in construction, easily realize.
Brief description of the drawings
This patent is described further with reference to the accompanying drawings and examples.
Fig. 1 is the embodiment schematic diagram of this patent.
Fig. 2 is Fig. 1 A-A sectional views.
Fig. 3 is the schematic diagram of column combination of climbing in this patent embodiment.
Fig. 4 is the schematic diagram of composite roof truss in this patent embodiment.
Fig. 5 is Fig. 1 I portions enlarged drawing.
Fig. 6 is Fig. 5 B-B sectional views.
Fig. 7 is the schematic diagram of prior art.
In figure：1. upper frame, 2. attachment devices, 3. climb column combination, 4. guide rails, 5. times hangers, 6. composite roof trusses, 7.
First inner wall surface, 8. second inner wall surfaces, 10. holes, 11. elongated holes, 12. protuberances, 13. wind up crossbeam, 14. lower edge crossbeams, 15. pins
Axle, 16. fix truss, 17. head rods, 18. second connecting rods
Embodiment
See Fig. 1-6, horizontal self-interacting type hydraulic climbing material platform, including upper frame 1, attachment device 2, column group of climbing
Close 3, guide rail 4, lower hanger 5, in addition to composite roof truss 6；There is protuberance 12 at the two ends of crossbeam 13 of winding up of the composite roof truss 6, dash forward
Go out and elongated hole 11 is provided with portion 12；Bearing pin 15 combines the hole 10 on 3 tops through elongated hole 11 with the column that climbs, by composite roof truss 6 with climbing
Column combination 3 is risen to be slidably connected；
The upper frame 1 is installed on the crossbeam 13 that winds up of composite roof truss 6；
The lower hanger 5 is installed on the lower edge crossbeam 14 of composite roof truss 6；
The crossbeam 13 that winds up of the composite roof truss 6 is made up of two relative channel-section steels in the back side；
The composite roof truss 6 is pin-connected panel.
When larger error occurs in distance between the first inner wall surface 7 and the second inner wall surface 8, because bearing pin 15 passes through elongated hole 11
The hole 10 on 3 tops is combined with the column that climbs, composite roof truss 6 is combined into 3 with the column that climbs is slidably connected, the column that climbs combination 3 can
To be slided along elongated hole 11 and composite roof truss 6 are relative, so as to adapt to distance between Core Walls Structure wall by way of laterally self-regulation
Larger error, protect itself and construction wall structure, reduction is climbed resistance, simple in construction, is easily realized.
Composite roof truss 6 is pin-connected panel, by way of various sizes are combined different size of Core Walls Structure can be made to obtain
To suitable size, and part standard may be realized, and reduce the difficulty of manufacture and transport.
See Fig. 7, be the schematic diagram of prior art.Fixed truss 16 is by the connecting rod 18 of head rod 17 second, with climbing
Rise column combination 3 affixed.As can be seen that the transversary constituted is fixed structure, it is impossible to adapt to distance between Core Walls Structure wall
The larger error produced.
Embodiment described above is only that the preferred embodiment of this patent is described, not to the scope of this patent
It is defined, on the premise of this patent design philosophy is not departed from, those skilled in the art make to the technical scheme of this patent
Various changes and improvement, all should fall into patent claims book determination protection domain in.
Claims (5)
1. a kind of horizontal self-interacting type hydraulic climbing material platform, including the combination of upper frame (1), attachment device (2), the column that climbs
(3), guide rail (4), lower hanger (5), it is characterised in that：Also include composite roof truss (6)；The crossbeam that winds up of the composite roof truss (6)
(13) two ends have is provided with elongated hole (11) on protuberance (12), protuberance (12)；Bearing pin (15) passes through elongated hole (11) and the column that climbs
The hole (10) on (3) top is combined, composite roof truss (6) is combined into (3) with the column that climbs and is slidably connected.
2. horizontal self-interacting type hydraulic climbing material platform according to claim 1, it is characterised in that：The upper frame
(1) it is installed on the crossbeam that winds up (13) of composite roof truss (6).
3. horizontal self-interacting type hydraulic climbing material platform according to claim 1, it is characterised in that：The lower hanger
(5) it is installed on the lower edge crossbeam (14) of composite roof truss (6).
4. horizontal self-interacting type hydraulic climbing material platform according to claim 1, it is characterised in that：The composite roof truss
(6) the crossbeam that winds up (13) is made up of two relative channel-section steels in the back side.
5. horizontal self-interacting type hydraulic climbing material platform according to claim 1, it is characterised in that：The composite roof truss
(6) it is pin-connected panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710569737.9A CN107299754A (en) | 2017-07-13 | 2017-07-13 | A kind of horizontal self-interacting type hydraulic climbing material platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710569737.9A CN107299754A (en) | 2017-07-13 | 2017-07-13 | A kind of horizontal self-interacting type hydraulic climbing material platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107299754A true CN107299754A (en) | 2017-10-27 |
Family
ID=60132681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710569737.9A Withdrawn CN107299754A (en) | 2017-07-13 | 2017-07-13 | A kind of horizontal self-interacting type hydraulic climbing material platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107299754A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201152012Y (en) * | 2007-12-18 | 2008-11-19 | 南通华荣建设集团有限公司 | Hydraulic climbing form system operating platform |
| CN201268569Y (en) * | 2008-07-08 | 2009-07-08 | 上海建工（集团）总公司 | Double-acting integral hydraulic automatic jacking platform system |
| CN102839812A (en) * | 2012-09-13 | 2012-12-26 | 中建三局建设工程股份有限公司 | Intelligent construction platform for construction of super high-rise building |
| CN105781101A (en) * | 2016-05-02 | 2016-07-20 | 北京星河人施工技术有限责任公司 | Truss type hydraulic entire steel platform climbing formwork |
| US20160362278A1 (en) * | 2015-06-11 | 2016-12-15 | Ischebeck Titan Limited | Hoisting apparatus and system |
| CN206942115U (en) * | 2017-07-13 | 2018-01-30 | 北京市建筑工程研究院有限责任公司 | A kind of horizontal self-interacting type hydraulic climbing material platform |
| CN108222482A (en) * | 2017-12-13 | 2018-06-29 | 上海建工集团股份有限公司 | Gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing |
-
2017
- 2017-07-13 CN CN201710569737.9A patent/CN107299754A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201152012Y (en) * | 2007-12-18 | 2008-11-19 | 南通华荣建设集团有限公司 | Hydraulic climbing form system operating platform |
| CN201268569Y (en) * | 2008-07-08 | 2009-07-08 | 上海建工（集团）总公司 | Double-acting integral hydraulic automatic jacking platform system |
| CN102839812A (en) * | 2012-09-13 | 2012-12-26 | 中建三局建设工程股份有限公司 | Intelligent construction platform for construction of super high-rise building |
| US20160362278A1 (en) * | 2015-06-11 | 2016-12-15 | Ischebeck Titan Limited | Hoisting apparatus and system |
| CN105781101A (en) * | 2016-05-02 | 2016-07-20 | 北京星河人施工技术有限责任公司 | Truss type hydraulic entire steel platform climbing formwork |
| CN206942115U (en) * | 2017-07-13 | 2018-01-30 | 北京市建筑工程研究院有限责任公司 | A kind of horizontal self-interacting type hydraulic climbing material platform |
| CN108222482A (en) * | 2017-12-13 | 2018-06-29 | 上海建工集团股份有限公司 | Gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20171027 |
|
| WW01 | Invention patent application withdrawn after publication |