CN109403610A - Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition - Google Patents
Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition Download PDFInfo
- Publication number
- CN109403610A CN109403610A CN201811609962.1A CN201811609962A CN109403610A CN 109403610 A CN109403610 A CN 109403610A CN 201811609962 A CN201811609962 A CN 201811609962A CN 109403610 A CN109403610 A CN 109403610A
- Authority
- CN
- China
- Prior art keywords
- truss
- hoisting frame
- operating condition
- shaped
- special
- 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
- 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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- 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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- 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
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
本发明公开了一种退台式异形工况下组合桁架附着式提升架。该退台式异形工况下组合桁架附着式提升架包括：附墙支座、防倾导向装置、竖向主框架、定型架体、电动葫芦和底部水平支撑桁架，当建筑物竖向结构面累计退台尺寸＞700mm时，提前在该层楼面上预埋锚环，采用工字钢悬挑，并在悬挑的工字钢上组合底部水平支撑桁架，随着退台式异形工况下组合桁架附着式提升架的提升，同步搭设该部位的退台式异形工况下组合桁架附着式提升架的竖向主框架和定型架体。该退台式异形工况下组合桁架附着式提升架能够用于水平呈异形结构和立面呈异形结构的建筑物，施工工艺相对简单，安全隐患较低，节约劳动力，安装拆除不影响施工进度。
The invention discloses a combined truss-attached hoisting frame under the special-shaped working condition of retreating table. The attached lifting frame of the combined truss under the special-shaped condition of the retracted table includes: wall bearing, anti-tilt guide device, vertical main frame, shaped frame body, electric hoist and bottom horizontal support truss. When the vertical structural surface of the building accumulates When the size of the retreat is greater than 700mm, the anchor ring shall be pre-buried on the floor in advance, the I-beam cantilever shall be used, and the bottom horizontal support truss shall be assembled on the cantilevered I-beam. For the lifting of the truss-attached hoisting frame, the vertical main frame and the shaped frame of the combined truss-attached hoisting frame are simultaneously erected under the special-shaped condition of the retreating table at this part. The combined truss-attached hoisting frame can be used for buildings with a special-shaped horizontal structure and a special-shaped façade. The construction process is relatively simple, the safety hazard is low, labor is saved, and the installation and dismantling does not affect the construction progress.
Description
Technical field
The present invention relates to the realm of building construction, in particular to one kind is moved back composite roof truss adhesion type under desk-top special-shaped operating condition and is promoted
Frame.
Background technique
As construction industry flourishes, adhesion type crane equipment is the new type scaffold that beginning of this century fast development is got up
Technology has great influence to China's construction technology progress.High-rise working is become lower operation by it, and hanging operation is become frame
Body inside processing, have significant low-carbon, high-tech content and it is more economical, safer, more convenient the features such as.But this skill
There is also some problems at present for art, in Super High irregular building, successively move back inwardly and every layer of moved back ruler as the number of plies increases
It is very little different.
Above-mentioned all steel adhesion type hoisting frame has the following problems:
Traditional adhesion type rises frame frame suitable for high-rise every layer without faulting of slab ends, has faulting of slab ends as the number of plies increases every layer when encountering
And faulting of slab ends size it is inconsistent when can not construct.
The information disclosed in the background technology section is intended only to increase the understanding to general background of the invention, without answering
When being considered as recognizing or imply that the information constitutes the prior art already known to those of ordinary skill in the art in any form.
Summary of the invention
Simple and reasonable composite roof truss adhesion type under desk-top special-shaped operating condition is moved back the purpose of the present invention is to provide a kind of
Hoisting frame, this, which moves back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition, can be used in horizontal being in polymorphic structure and facade in different
The building of shape structure, construction technology is relatively easy, and security risk is lower, saves labour, assembling and disassembling do not influence to construct into
Degree.
To achieve the above object, the present invention provides one kind to move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition,
It include: wall-attached supporting seat, anti-dumping guiding device, vertical main framework, sizing frame body, electric block and bottom level sub-truss, institute
Wall-attached supporting seat is stated for being fixedly connected with building, and is linked together with vertical main framework by anti-dumping guiding device, it is described
Sizing frame body, bottom level sub-truss and vertical main framework be bolted it is integral, hoist rope one end with it is described
Electric block connection, the other end are fixed after passing around the pulley blocks of bottom level sub-truss with the wirerope being attached on building
Support is connected, and the up and down campaign of sizing frame body can be realized when electric block forward and backward；When building vertical structure face
When adding up to move back footage cun≤200mm in platform, the lining of different-thickness is set between the wall-attached supporting seat and building vertical structure face
Pad, is received with guaranteeing that the vertical stretching size of wall-attached supporting seat is not moved back in platform；Platform size > is moved back when building vertical structure face is accumulative
When 200mm and < 700mm, the wall-attached supporting seat is connect by the lattice steel structure of different length with building, to guarantee attached wall
The vertical stretching size of support is not moved back in platform and is received；When building vertical structure face is accumulative moves back platform size > 700mm, in advance at this
Pre-buried anchor ring, is overhang using I-steel on floor face, and bottom level sub-truss is combined on the I-steel of overhanging, with moving back
The promotion of composite roof truss adhesion type hoisting frame under desk-top abnormity operating condition synchronizes and sets up moving back for the position and combine under desk-top special-shaped operating condition
The vertical main framework and sizing frame body of truss adhesion type hoisting frame.
In a preferred embodiment, electric block is fixedly mounted in shaping rack body.
In a preferred embodiment, lattice steel structure is formed by connecting using two channel steels centres by angle bar backing run.
In a preferred embodiment, the anchored end length of lattice steel structure is long greater than the overhanging of three times lattice steel structure
Degree.
In a preferred embodiment, the cantilever span of I-steel is 1200mm.
Compared with prior art, the invention has the following beneficial effects:
1. the application motion can be used for horizontal being in polymorphic structure and facade in different for traditional adhesion type hoisting frame
The building of shape structure.
2. all steel tool combinations adhesion type hoisting frame construction technology is relatively easy, security risk is lower, saves labour, peace
Assembly and disassembly, which remove, does not influence construction speed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for moving back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition of the invention.
Specific embodiment
With reference to the accompanying drawing, specific embodiments of the present invention will be described in detail, it is to be understood that guarantor of the invention
Shield range is not limited by the specific implementation.
Unless otherwise explicitly stated, otherwise in entire disclosure and claims, term " includes " or its change
Changing such as "comprising" or " including " etc. will be understood to comprise stated element or component, and not exclude other members
Part or other component parts.
As shown in Figure 1, the composite roof truss adhesion type under desk-top special-shaped operating condition that moves back of specific embodiment is promoted according to the present invention
The specific structure of frame includes: wall-attached supporting seat 1, anti-dumping guiding device, vertical main framework 3, sizing frame body, electric block and bottom water
Flat sub-truss, wherein wall-attached supporting seat 1 is fixed on building, and wall-attached supporting seat 1 and vertical main framework 3 are oriented to by anti-dumping and are filled
It sets and links together, integral, lifting steel wire is bolted in sizing frame body, bottom level sub-truss and vertical main framework
Rope one end is connect with electric block, and the other end passes around the steel after the pulley blocks of bottom level sub-truss and being attached on building
Cord hold-down support be connected, can be realized when electric block forward and backward sizing frame body up and down campaign (when normal use,
Entire hoisting frame is fixed on wall-attached supporting seat).
Preferably, electric block is fixedly mounted in shaping rack body, is in stationary state always, can be reduced to electric block
Destruction and pollution；It is moved without operating personnel, reduces construction personnel's labor intensity, save labour, reduce security risk.
When building vertical structure face is accumulative moves back footage cun≤200mm in platform, vertically tied in wall-attached supporting seat 1 with building
The liner of different-thickness is set between structure face, i.e., at this time directly between wall-attached supporting seat and building vertical structure face with different thickness
The liner of degree is received with guaranteeing that the vertical stretching size of wall-attached supporting seat 1 is not moved back in platform.
Preferably, it pads as plate-steel liner.
When building vertical structure face is accumulative moves back platform size > 200mm and < 700mm, wall-attached supporting seat 1 passes through different length
The lattice steel structure 2 of degree is connect with building, is received with guaranteeing that the vertical stretching size of wall-attached supporting seat 1 is not moved back in platform.
Preferably, lattice steel structure 2 is formed by connecting using two channel steels centres by angle bar backing run, the anchor of lattice steel structure
Fixed end length L at least >=2.8L0 (L0 be lattice steel structure cantilever span, scene by 3L0 consider).At this time in advance on flooring
The lattice steel structure in the hole pre-buried 2 diameter 48mm, overhanging must be connected with wall-attached supporting seat.
When building vertical structure face is accumulative moves back platform size > 700mm, then set up using interior robin: in advance distance compared with
Pre-buried two anchor rings on this big first floor face, specification >=20 of anchor ring are overhang using I-steel (I 16), and spacing is by overhanging foot
It hand cradle spacing and is determined according to this hoisting frame truss modulus, and≤1500mm, I-steel cantilever span is 1200mm, in overhanging
Bottom level sub-truss is combined on I-steel, with the promotion for moving back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition,
The vertical main framework and sizing frame body for moving back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition for setting up the position are synchronized, is taken
If being connect with the hoisting frame frame body of two sides using square steel after complete.
To sum up, this moves back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition and can be used in level in polymorphic structure and stand
Face is in the building of polymorphic structure, and construction technology is relatively easy, and security risk is lower, saves labour, and assembling and disassembling does not influence
Construction speed.
The aforementioned description to specific exemplary embodiment of the invention is in order to illustrate and illustration purpose.These descriptions
It is not wishing to limit the invention to disclosed precise forms, and it will be apparent that according to the above instruction, can much be changed
And variation.The purpose of selecting and describing the exemplary embodiment is that explaining specific principle of the invention and its actually answering
With so that those skilled in the art can be realized and utilize a variety of different exemplary implementation schemes of the invention and
Various chooses and changes.The scope of the present invention is intended to be limited by claims and its equivalents.
Claims (5)
1. one kind moves back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition characterized by comprising wall-attached supporting seat, anti-dumping
Guiding device, vertical main framework, sizing frame body, electric block and bottom level sub-truss, the wall-attached supporting seat are used for and build
It builds object to be fixedly connected, and is linked together with vertical main framework by anti-dumping guiding device, the sizing frame body, bottom level branch
Support truss and vertical main framework are bolted integral, and hoist rope one end is connect with the electric block, the other end
It is connected after passing around the pulley blocks of bottom level sub-truss with the wirerope hold-down support being attached on building, works as electric block
The up and down campaign of sizing frame body can be realized when forward and backward；
When building vertical structure face is accumulative moves back footage cun≤200mm in platform, the wall-attached supporting seat and building vertical structure
The liner of different-thickness is set between face, is received with guaranteeing that the vertical stretching size of wall-attached supporting seat is not moved back in platform；
When building vertical structure face is accumulative moves back platform size > 200mm and < 700mm, the wall-attached supporting seat passes through different length
Lattice steel structure connect with building, received with guaranteeing that the vertical stretching size of wall-attached supporting seat is not moved back in platform；
When building vertical structure face is accumulative moves back platform size > 700mm, the pre-buried anchor ring on the floor face in advance, using I-shaped
Steel overhanging, and bottom level sub-truss is combined on the I-steel of overhanging, with moving back, composite roof truss under desk-top special-shaped operating condition is attached
The promotion of formula hoisting frame, synchronize the vertical master for moving back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition for setting up the position
Frame and sizing frame body.
2. according to claim 1 move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition, which is characterized in that described
Electric block is fixedly mounted in shaping rack body.
3. according to claim 1 move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition, which is characterized in that described
Lattice steel structure is formed by connecting using two channel steels centres by angle bar backing run.
4. according to claim 3 move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition, which is characterized in that described
The anchored end length of lattice steel structure is greater than the cantilever span of three times lattice steel structure.
5. according to claim 1 move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition, which is characterized in that described
The cantilever span of I-steel is 1200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811609962.1A CN109403610A (en) | 2018-12-27 | 2018-12-27 | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811609962.1A CN109403610A (en) | 2018-12-27 | 2018-12-27 | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109403610A true CN109403610A (en) | 2019-03-01 |
Family
ID=65461513
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811609962.1A Pending CN109403610A (en) | 2018-12-27 | 2018-12-27 | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403610A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115538752A (en) * | 2022-11-08 | 2022-12-30 | 上海建工一建集团有限公司 | An attached lifting scaffold and its construction method |
| CN116220405A (en) * | 2023-02-13 | 2023-06-06 | 中国建筑第二工程局有限公司 | Construction process of outer frame protective screen |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995006177A1 (en) * | 1993-08-20 | 1995-03-02 | Guangxi No. 1 Construction Engineering Company | Liftable scaffold |
| CN2494860Y (en) * | 2001-09-07 | 2002-06-12 | 成军 | Outrigger supporting type lifting scaffold |
| CN201011119Y (en) * | 2007-07-06 | 2008-01-23 | 贺昌义 | Guiding seat type adhered lifting scaffold |
| CN201288415Y (en) * | 2008-11-06 | 2009-08-12 | 广东省建筑工程集团有限公司 | Subsection gradual change overhanging type external scaffold for tall building |
| JP2010112051A (en) * | 2008-11-06 | 2010-05-20 | Sakamoto Katsuhiko | Ascending/descending scaffold |
| CN201962932U (en) * | 2010-12-20 | 2011-09-07 | 江苏南通三建集团第十六建设发展有限公司 | Sectional cantilevered external scaffolding for building construction |
| JP2015055063A (en) * | 2013-09-10 | 2015-03-23 | 株式会社川瀬工務店 | Slide type multistage overhang scaffold |
| CN207847057U (en) * | 2018-01-24 | 2018-09-11 | 中建一局集团第一建筑有限公司 | Integrated lifting scaffold attachment system for irregular building |
| CN209703983U (en) * | 2018-12-27 | 2019-11-29 | 北京城建北方集团有限公司 | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition |
-
2018
- 2018-12-27 CN CN201811609962.1A patent/CN109403610A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995006177A1 (en) * | 1993-08-20 | 1995-03-02 | Guangxi No. 1 Construction Engineering Company | Liftable scaffold |
| CN2494860Y (en) * | 2001-09-07 | 2002-06-12 | 成军 | Outrigger supporting type lifting scaffold |
| CN201011119Y (en) * | 2007-07-06 | 2008-01-23 | 贺昌义 | Guiding seat type adhered lifting scaffold |
| CN201288415Y (en) * | 2008-11-06 | 2009-08-12 | 广东省建筑工程集团有限公司 | Subsection gradual change overhanging type external scaffold for tall building |
| JP2010112051A (en) * | 2008-11-06 | 2010-05-20 | Sakamoto Katsuhiko | Ascending/descending scaffold |
| CN201962932U (en) * | 2010-12-20 | 2011-09-07 | 江苏南通三建集团第十六建设发展有限公司 | Sectional cantilevered external scaffolding for building construction |
| JP2015055063A (en) * | 2013-09-10 | 2015-03-23 | 株式会社川瀬工務店 | Slide type multistage overhang scaffold |
| CN207847057U (en) * | 2018-01-24 | 2018-09-11 | 中建一局集团第一建筑有限公司 | Integrated lifting scaffold attachment system for irregular building |
| CN209703983U (en) * | 2018-12-27 | 2019-11-29 | 北京城建北方集团有限公司 | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115538752A (en) * | 2022-11-08 | 2022-12-30 | 上海建工一建集团有限公司 | An attached lifting scaffold and its construction method |
| CN116220405A (en) * | 2023-02-13 | 2023-06-06 | 中国建筑第二工程局有限公司 | Construction process of outer frame protective screen |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106065661A (en) | Large span unsettled steel corridor construction engineering method | |
| CN206722429U (en) | A kind of roofing color corrugated sheet steel transportation system | |
| CN104060844A (en) | Sliding device and lifting device for truss frame of steel structural transfer floor of the high-rise building and construction method thereof | |
| CN102080357A (en) | Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket | |
| CN101372865A (en) | Stay suspender multispan beam structure highly hollow-out formwork system and construction method | |
| CN201288415Y (en) | Subsection gradual change overhanging type external scaffold for tall building | |
| CN106013453B (en) | Long-span Cantilever transfinites structure construction engineering method | |
| CN205527400U (en) | Lifting mechanism | |
| CN111305433B (en) | A construction structure and construction method of a roof steel structure platform inclined glass curtain wall | |
| CN209703983U (en) | Move back composite roof truss adhesion type hoisting frame under desk-top special-shaped operating condition | |
| CN201099575Y (en) | Hanging basket rotatable material lifting equipment | |
| CN108035530B (en) | Oil tank inner wall construction hanging basket | |
| CN206928188U (en) | A kind of bracket system for the positioning of T negative moment of girder stretch-draw jack | |
| CN106284961A (en) | Small-sized attachment type raise scaffold | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN102296959B (en) | Electric walking shaft formwork supporting system | |
| CN205576759U (en) | Symmetrical propulsion system of synchronization of bridge cantilever crane dress in -process | |
| CN218971186U (en) | Lightweight and easy to adjust formwork assembly for large diameter shaft | |
| CN105858488A (en) | Indoor and outdoor moving hoisting frame for buildings | |
| CN207144441U (en) | A kind of special type construction safety platform | |
| CN206720680U (en) | A kind of roofing color corrugated sheet steel lifting device | |
| CN105108396B (en) | A kind of last furnace shell outer wall jig and its erection method | |
| CN205857729U (en) | A kind of deflection is encorbelmented interior pull-type sliding and lifting device | |
| CN112320629B (en) | Heat absorber lifting gantry | |
| CN202170231U (en) | Mobile pulling bar |
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: 20190301 |