CN106545171A - One kind is without pre-buried external hanging type discharging platform - Google Patents
One kind is without pre-buried external hanging type discharging platform Download PDFInfo
- Publication number
- CN106545171A CN106545171A CN201610971273.XA CN201610971273A CN106545171A CN 106545171 A CN106545171 A CN 106545171A CN 201610971273 A CN201610971273 A CN 201610971273A CN 106545171 A CN106545171 A CN 106545171A
- Authority
- CN
- China
- Prior art keywords
- platform
- buried
- column
- hanging type
- external hanging
- 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
Links
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Present patent application is related to one kind without pre-buried external hanging type discharging platform, belongs to the realm of building construction.It is a kind of without pre-buried external hanging type discharging platform, including platform, column, brace, column top transverse beam and platform building enclosure is characterized in that：The column lower end is connected with platform, and upper lateral is held out against on the inside of building side bar, and platform is tightened in column by both sides brace, forms one without pre-buried external hanging type discharging platform.When stage+module is in place and lifts displacement, platform only need to be rotated around end and be made proper level sliding and can be rapidly completed installation or shift operation.Solve existing discharging platform must in each floor agent structure pre-buried four round steel draw rings and four round steel suspension ring four road steel wire rope of tensioning, a large amount of pre-buried steel and artificial problem must be consumed, and effectively improve the installation of discharging platform, displacement efficiency, accelerating construction progress.
Description
Technical field
The present invention relates to one kind belongs to the realm of building construction without pre-buried external hanging type discharging platform.
Background technology
In the realm of building construction, terminal of the discharging platform as circulation materials such as template, the lumps of wood, steel pipe, fasteners, is not
The instrument that can lack.The discharging platform for generally being adopted must in each floor agent structure pre-buried four round steel draw rings and four
Round steel suspension ring four road steel wire rope of tensioning.This not only wastes substantial amounts of steel and labour, and numerous and diverse pre-buried and tensioning
Operation is also impacted to construction speed.
The content of the invention
The technical problem to be solved in the present invention is to provide one kind without pre-buried external hanging type discharging platform, is guaranteeing construction safety
On the premise of, solve the problems, such as that existing discharging platform must consume a large amount of pre-buried steel and artificial, and effectively improve discharging platform
Install, shift efficiency, accelerating construction progress.
Technical scheme：
One kind is enclosed without pre-buried external hanging type discharging platform, including platform, column, brace, column top transverse beam and platform
Protection structure, is characterized in that：The column lower end is connected with platform, and upper lateral is held out against on the inside of building side bar, both sides oblique pull
Platform is tightened in column by bar, forms one without pre-buried external hanging type discharging platform.
It is described without pre-buried external hanging type discharging platform, when in place and lifting displacement is installed, only platform need to be rotated simultaneously around end
Make proper level sliding and can be rapidly completed installation or shift operation.
The brace is rigid bar, each two braces of arrangement in platform both sides, upper and lower ends respectively with column and flat
Platform connects.
The platform is made up of primary and secondary beam framework, platform checkered plates, three face guard rails.
The platform girder is formed by stacking by upper and lower two Main Girder Weldings near one section of building, and girder adopts round steel
Set weldering is reinforced
The platform girder, in girder rear and front end, is respectively welded reinforcing bar suspension ring, uses for platform displacement lifting.
The present invention possesses advantages below：
1st, reasonable in design, power transmission are clear and definite.
2nd, work progress need not pre-buried draw ring, suspension ring, without stretching wire rope, save lot of materials and artificial, meet green
Color construction requirement.
3rd, simple installation, quick, can obvious accelerating construction progress.
Description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the graphics of the present invention.
Fig. 2 is the top view of the present invention.
Fig. 3 is the front view of the present invention.
Fig. 4 is the right view of the present invention.
Fig. 5～Figure 12 is the operation chart in eight stages when platform lifts displacement.
1. platform in figure, 2. column, 3. brace, 4. transverse beam, 5. reinforcing bar suspension ring.
Specific embodiment
Below by specific embodiment, the present invention is further detailed explanation：
Preparation of construction → platform makes → installs in place and lifting displacement
Preparation of construction
According to project plan, the installation site and quantity of discharging platform are determined.Then, according to construction floor floor height, coagulation
Tulou plate thickness, the sectional dimension of side bar determine the physical dimensions such as the length of discharging platform.
Platform makes
Welding must be welded in ground or factory, to ensure welding quality.Welding palpus full weld, weldquality reach two grades of welderings
Seam is required.
1 draws design detail according to the platform size and structure for determining, carries out material setting-out, cuts according to detail drawing.
2 can carry out platform making after detailed technology is told somebody what one's real intentions are, it is necessary to be operated by the welder for having professional qualification, weldering
Connect quality to have to comply with《Welding for steel structure specification》(GB50661) related request.
3 braces strengthen channel-section steel with platform girder, brace and column, column and the welding of platform girder connecting node, carry
High node bearing capacity；Brace web should be welded to connect with platform girder web plate, column web.
After 4 platforms complete, can come into operation Jing after checking qualified and brushing antirust paint.
In place and lifting displacement is installed
1 platform carries out carrying using crane gear, in place and displacement.
When 2 installations are in place and lift displacement, only platform need to be rotated around end and make proper level sliding can be quickly complete
Into installation or shift operation.Fig. 5～Figure 12 be platform shifting function schematic diagram, respectively following eight stages, respectively：1) outward
Side suspension ring bind steel wire rope, prepare lifting；2) steel wire rope is slowly lifted up, and platform is rotated；3) continue to lift up, be rotated further；
4) steel wire rope outwards slowly draws, and 5) steel wire rope is lifted up platform translation, and platform is rotated further, accurate
It is standby to hang；7) steel wire rope outwards draws, and platform hangs 8) platform and hangs completely.
Platform is in place similar with this, and here is omitted.
Claims (2)
1. one kind is gone along with sb. to guard him without pre-buried external hanging type discharging platform, including platform, column, brace, column top transverse beam and platform
Structure, is characterized in that：The column lower end is connected with platform, and upper lateral is held out against on the inside of building side bar, both sides brace
Platform is tightened in into column, one is formed without pre-buried external hanging type discharging platform.
2. according to claim 1 without pre-buried external hanging type discharging platform, when in place and lifting displacement is installed, only need to be by platform
Proper level sliding is rotated and is made around end can be rapidly completed installation or shift operation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610971273.XA CN106545171A (en) | 2016-10-31 | 2016-10-31 | One kind is without pre-buried external hanging type discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610971273.XA CN106545171A (en) | 2016-10-31 | 2016-10-31 | One kind is without pre-buried external hanging type discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106545171A true CN106545171A (en) | 2017-03-29 |
Family
ID=58395267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610971273.XA Pending CN106545171A (en) | 2016-10-31 | 2016-10-31 | One kind is without pre-buried external hanging type discharging platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106545171A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110304521A (en) * | 2019-06-24 | 2019-10-08 | 北京建工一建工程建设有限公司 | Super high-rise building overweight equipment handling apparatus |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1996023943A1 (en) * | 1995-01-31 | 1996-08-08 | John Clement Preston | Suspendable container |
| WO2003087500A1 (en) * | 2002-04-12 | 2003-10-23 | John Clement Preston | Construction platform |
| AU2010201726A1 (en) * | 2009-05-01 | 2010-11-18 | Consep Pty Limited | Loading drawer |
| CN201786004U (en) * | 2010-08-17 | 2011-04-06 | 浙江博元建设股份有限公司 | Dismountable and assemble type overhanging unloading platform |
| CN202209051U (en) * | 2011-08-18 | 2012-05-02 | 中建四局第六建筑工程有限公司 | Discharging platform for high-rise building construction |
| CN102828609A (en) * | 2012-09-24 | 2012-12-19 | 中国建筑股份有限公司 | Overhanging-type mobile blanking platform for building construction |
| CN202767528U (en) * | 2012-08-29 | 2013-03-06 | 北京卓良模板有限公司 | Retractable discharge platform |
| CN103174303A (en) * | 2011-12-23 | 2013-06-26 | 五冶集团上海有限公司 | Movable overhung unloading platform and manufacture and installation method thereof |
| CN203755680U (en) * | 2014-01-25 | 2014-08-06 | 广东裕华兴建筑机械制造有限公司 | Extensible discharging platform |
| CN105350789A (en) * | 2015-12-02 | 2016-02-24 | 安徽水利开发股份有限公司 | Building construction unloading platform device |
| CN206144173U (en) * | 2016-10-31 | 2017-05-03 | 浙江省东阳第三建筑工程有限公司 | No pre -buried outer hanging platform of unloading |
-
2016
- 2016-10-31 CN CN201610971273.XA patent/CN106545171A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1996023943A1 (en) * | 1995-01-31 | 1996-08-08 | John Clement Preston | Suspendable container |
| WO2003087500A1 (en) * | 2002-04-12 | 2003-10-23 | John Clement Preston | Construction platform |
| AU2010201726A1 (en) * | 2009-05-01 | 2010-11-18 | Consep Pty Limited | Loading drawer |
| CN201786004U (en) * | 2010-08-17 | 2011-04-06 | 浙江博元建设股份有限公司 | Dismountable and assemble type overhanging unloading platform |
| CN202209051U (en) * | 2011-08-18 | 2012-05-02 | 中建四局第六建筑工程有限公司 | Discharging platform for high-rise building construction |
| CN103174303A (en) * | 2011-12-23 | 2013-06-26 | 五冶集团上海有限公司 | Movable overhung unloading platform and manufacture and installation method thereof |
| CN202767528U (en) * | 2012-08-29 | 2013-03-06 | 北京卓良模板有限公司 | Retractable discharge platform |
| CN102828609A (en) * | 2012-09-24 | 2012-12-19 | 中国建筑股份有限公司 | Overhanging-type mobile blanking platform for building construction |
| CN203755680U (en) * | 2014-01-25 | 2014-08-06 | 广东裕华兴建筑机械制造有限公司 | Extensible discharging platform |
| CN105350789A (en) * | 2015-12-02 | 2016-02-24 | 安徽水利开发股份有限公司 | Building construction unloading platform device |
| CN206144173U (en) * | 2016-10-31 | 2017-05-03 | 浙江省东阳第三建筑工程有限公司 | No pre -buried outer hanging platform of unloading |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110304521A (en) * | 2019-06-24 | 2019-10-08 | 北京建工一建工程建设有限公司 | Super high-rise building overweight equipment handling apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100537975C (en) | The job practices of inclined drawing steel truss high-supported formwork structure system | |
| CN205954660U (en) | Steel tower crane foundation structure | |
| CN102653938B (en) | Offshore dismantling construction method of descending form traveler | |
| CN107489267A (en) | From firm operating platform in a kind of convenient adjustable elevator | |
| CN105907916B (en) | A kind of sealing power house rear converter drum method in place | |
| CN206109960U (en) | Steel that can be under construction fast concrete integrated configuration bridge | |
| CN203113217U (en) | Steel box component and steel box-concrete combined U-shaped beam consisting of same | |
| CN102767282B (en) | Assembly-type high-formwork construction method for cantilever of oversized special-shaped conversion layer | |
| CN203795311U (en) | Multi-leg high pier and slip form construction device | |
| CN212105120U (en) | A exempt from to support template component for cast-in-place seam of superimposed sheet | |
| CN103046462B (en) | Steel box component and steel box-concrete combined U-shaped girder composed of same | |
| CN206329024U (en) | Hanging large-span steel-reinforced concrete structure construction steel platform | |
| CN206144173U (en) | No pre -buried outer hanging platform of unloading | |
| CN106545171A (en) | One kind is without pre-buried external hanging type discharging platform | |
| CN104961058B (en) | A kind of double Z shaped support steel beam and crane supporting member and preparation method containing it | |
| CN202913338U (en) | Steel truss full-welded truss piece | |
| CN206244293U (en) | A kind of large-tonnage large-span concrete box girder lifting means | |
| CN202416191U (en) | Descending-type movable mould frame offshore dismounting main beam lifting device | |
| CN208965999U (en) | A kind of packaged type lighting roof operating platform | |
| CN206873922U (en) | A kind of dismountable steel bar truss floor support plate cheek board attachment structure of end template | |
| CN211007061U (en) | Connecting device for jacking frame and ball joint of welding ball net rack | |
| CN204504600U (en) | For assistance platform and the bracing or strutting arrangement thereof of the welding of jack up drilling platform spud leg | |
| CN207453439U (en) | A kind of elevated hoistway operation platform of subsidiary movable inserted link | |
| CN102003070A (en) | Construction method of suspending scaffold | |
| CN206220547U (en) | A kind of operating platform for steel structure column installation |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170329 |