CN110054074A - A kind of steel bar template integrated component hanging component and method in groups - Google Patents
A kind of steel bar template integrated component hanging component and method in groups Download PDFInfo
- Publication number
- CN110054074A CN110054074A CN201910177532.5A CN201910177532A CN110054074A CN 110054074 A CN110054074 A CN 110054074A CN 201910177532 A CN201910177532 A CN 201910177532A CN 110054074 A CN110054074 A CN 110054074A
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- component
- groups
- suspender
- steel bar
- bar template
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 27
- 239000000725 suspension Substances 0.000 claims description 25
- 230000010354 integration Effects 0.000 claims description 12
- 230000005484 gravity Effects 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000008901 benefit Effects 0.000 abstract description 8
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
The invention discloses a kind of steel bar template integrated component, hanging component and method, the present invention include that component leveling system, movable suspender and suspender and four part of element connection device form steel bar template integrated component in groups for special hanger for hoisting, abnormity in groups in groups.The problem of present invention solves in abnormity component hoisting process, the easy run-off the straight of component, torsion, create it is new propose abnormity component hoisting method in groups, effectively reduce hanging time for lifting component, the time of component assembly be greatly decreased；In steel bar template integrated wall component, a kind of abnormity component hanging method in groups for various combination can greatly improve assembled efficiency, for tier building, can substantially shorten the construction period, have high Social benefit and economic benefit.
Description
Technical field
The present invention relates to a kind of hanging component, specially a kind of steel bar template integrated component hanging component and side in groups
Method belongs to Construction of Civil Engineering applied technical field.
Background technique
In steel bar template integrated wall component work progress, how component assembly holding time longest improves component spelling
ETL estimated time of loading is the critical issue of steel bar template integrated wall component in the construction process.
In conventional industrialization armored concrete system, the hoisting technology of the abnormity component in groups temporarily without maturation, component list
Solely lifting seriously constrains the assembled speed of component, and then influences the speed of application of this system entirety.
Summary of the invention
It is hung in groups the object of the invention is that providing a kind of steel bar template integrated component to solve the above-mentioned problems
Arrangement and method, this method can greatly improve lifting efficiency under the premise of guaranteeing lifting component safety and quality, shorten
Duration.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of steel bar template integrated component lifting group in groups
Part, including special hanger for hoisting, abnormity component leveling system, movable suspender and are hung steel bar template integrated component in groups in groups
Tool and element connection device；The steel bar template integrated component special hanger for hoisting and abnormity component leveling system in groups in groups
Connection.
Preferably, special hanger for hoisting includes that hanger main girder, suspender are movably secondary to the steel bar template integrated component in groups
Beam and lifting lug, and for steel bar template integrated component, component levels the lifting lug in groups for special hanger for hoisting and abnormity in groups
The connection of system, and lifting lug using welding or is bolted with hanger main girder.
Preferably, component leveling system includes lifting rope fixed part, lifting rope adjustable part composition to the abnormity in groups.
Preferably, the movable suspender includes U-shaped folder tool, the suspension hook for fixing suspension centre bolt, line-styled, and described U-shaped
Fixture connects the hanger main girder, the movable secondary beam of suspender according to component hoisting point position.
Preferably, the suspender and element connection device are made of the identical lifting rope of length, and lifting rope quantity and component
Suspension centre quantity is consistent；Lifting rope one end connecting elements, one end connect movable suspender.And U-shaped folder tool is equipped with mounting hole.
Preferably, the position of the movable secondary beam of the suspender is according to T-shaped component in lifting components in groups, " L " type component
Position determines.
A kind of steel bar template integrated component hanging method in groups, comprising the following steps:
Step A, component is assembled in place on lifting surface in groups；
Step B, according to the movable secondary beam of position mounting hanger of T-shaped component, " L " type component in component in groups；
Step C, the position that movable suspender is determined according to the position of element precast suspension centre in groups, movable suspender is mounted on and is hung
Have on girder and the movable secondary beam of suspender；
Step D, special hanger for hoisting in groups and abnormity component entirety center of gravity in groups are calculated, lifting rope is determined according to position of centre of gravity
Adjustable part length；
Step E, lifting rope fixed part, lifting rope adjustable part and the lifting lug being welded on suspender are connected,
Step F, special hanger for hoisting is lifted to above component in groups integrated component in groups；
Step G, by suspender and element connection device, one end connecting elements, one end connects movable suspender；
Step H, component lifts by crane in groups, and it is in place to be hoisted to working face.
The beneficial effects of the present invention are:
(1) the problem of present invention solves in abnormity component hoisting process, the easy run-off the straight of component, torsion；It creates newly
Component hoisting method in groups is proposed, includes abnormity component and stalk component in component；
(2) since component lifts in groups, it is secondary to reduce hanging for lifting component.According to actual design data, using hanging in groups
Dress method actually hangs time the ratio with the number of components 0.5 or so；
(3) after using hanging method in groups, first group of component is by the way that in tower crane hoisting process, second group of component can be on ground
Face carries out assembly using truck crane, realizes the cross construction of lifting component.The time of component assembly is shortened more than half；
(4) steel bar template integrated wall component due to single construction weight it is light, the feature be steel bar template integration structure
The realization that part lifts in groups provides possibility.In the steel bar template integrated wall component, it is a kind of for various combination at
Group abnormity component hanging method, can greatly improve assembled efficiency, for tier building, can substantially shorten the construction period, have
There is high Social benefit and economic benefit.
Detailed description of the invention
Fig. 1 is floor map of the steel bar template integration of a preferred embodiment before lifting components are assembled in groups.
Fig. 2 be in Fig. 1 A-A to diagrammatic cross-section.
Fig. 3 is B-B direction diagrammatic cross-section in Fig. 1.
Fig. 4 is floor map of the steel bar template integration of a preferred embodiment after lifting components are assembled in groups.
Fig. 5 be in Fig. 4 A-A to diagrammatic cross-section.
Fig. 6 is the steel bar template integrated component special hanger for hoisting in groups of a preferred embodiment.
Fig. 7 be in Fig. 6 A-A to diagrammatic cross-section.
Fig. 8 is the plane signal that special hanger for hoisting connects movable suspension centre and special-shaped component leveling system in groups in groups
Figure.
Fig. 9 be in Fig. 8 A-A to diagrammatic cross-section.
Figure 10 is the movable suspender overall structure diagram of preferred embodiment.
Figure 11 is the steel bar template integration floor map that lifting components are connect with Lift-on/Lift-off System in groups in groups.
Figure 12 be in Figure 11 A-A to diagrammatic cross-section.
In figure: 1, lifting rope adjustable part, 2, suspender and element connection device, 3, primary-secondary beam connecting plate, 4, integrated mould
Plate, 5, steel bar template integration in groups lifting components to drawing connector, 6, integrated reinforcing bar, 7, mounting hole, 8, suspension hook, 9, suspender
Girder, 10, lifting lug, 11, the movable secondary beam of suspender, 12, U-shaped folder tool, 13, fixed suspension centre bolt, 14, assembled operating surface, 15, structure
Part reserves suspension centre.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to shown in Fig. 1-3, a kind of steel bar template integrated component hanging component, including steel bar template integration in groups
Component special hanger for hoisting, abnormity component leveling system, movable suspender and suspender and element connection device 2 in groups in groups；Institute
Stating steel bar template integrated component, special hanger for hoisting is connect with special-shaped component leveling system in groups in groups.
The steel bar template integrated component in groups special hanger for hoisting include hanger main girder 9, the movable secondary beam 11 of suspender with
And lifting lug 10, and for steel bar template integrated component, component levels the lifting lug 10 in groups for special hanger for hoisting and abnormity in groups
The connection of system.
Component leveling system includes lifting rope fixed part, the composition of lifting rope adjustable part 1 to the abnormity in groups.
The movable suspender include U-shaped folder tool 12, fixed suspension centre bolt 13, line-styled suspension hook 8, and the U-shaped folder
Tool 12 connects the hanger main girder 9, the movable secondary beam 11 of suspender according to component hoisting point position.
The suspender is made of with element connection device 2 the identical lifting rope of length, and lifting rope quantity and component suspension centre number
Amount is consistent；Lifting rope one end connecting elements, one end connect movable suspender.
The position of the movable secondary beam 11 of suspender is true according to T-shaped component, the position of " L " type component in lifting components in groups
It is fixed.
A kind of steel bar template integrated component hanging method in groups, comprising the following steps:
Step A, component is assembled in place on lifting surface in groups；
Step B, according to the movable secondary beam of position mounting hanger of T-shaped component, " L " type component in component in groups；
Step C, the position that movable suspender is determined according to the position of element precast suspension centre in groups, movable suspender is mounted on and is hung
Have on girder and the movable secondary beam of suspender；
Step D, special hanger for hoisting in groups and abnormity component entirety center of gravity in groups are calculated, lifting rope is determined according to position of centre of gravity
Adjustable part length；
Step E, lifting rope fixed part, lifting rope adjustable part and the lifting lug being welded on suspender are connected,
Step F, special hanger for hoisting is lifted to above component in groups integrated component in groups；
Step G, by suspender and element connection device, one end connecting elements, one end connects movable suspender；
Step H, component lifts by crane in groups, and it is in place to be hoisted to working face；Lifting components connect drawing in groups for steel bar template integration
Fitting 5, integrated template 4, integrated reinforcing bar 6 and component reserve suspension centre 15.
Steel bar template integration before lifting components assembly, is stood up on assembled operating surface 14 vertically in groups.
As shown in Fig. 4 to Fig. 5, spelling of the steel bar template integration before lifting components are lifted along assembled direction in groups
Dress.In design, short transverse should be staggered the integrated reinforcing bar 6 of adjacent members leakage integrated template 4, not influence assembly.
After assembly, adjacent component integrated template 4 is close to, and lifting components have lifting item in groups for steel bar template integration
Part.
As shown in Figure 6 to 7, special hanger for hoisting includes that hanger main girder 9, suspender can to steel bar template integrated component in groups
Dynamic secondary beam 11, primary-secondary beam connecting plate 3 and lifting lug 10.Lifting lug 10 using welding or is bolted with hanger main girder 9.Lifting lug 10
Connection for special hanger for hoisting in groups and special-shaped component leveling system in groups.
The position of the movable secondary beam 11 of suspender is determining according to T-shaped component, the position of " L " type component in lifting components in groups.
Hanger main girder 9 or the movable secondary beam 11 of suspender are arranged at all component suspension centres tops before guaranteeing lifting.
As shown in figure 8, the position of suspension centre 15 is reserved according to component in lifting components in groups, in steel bar template integrated component
Movable suspension centre is installed on special hanger for hoisting in groups.
As shown in figure 9, component leveling system is attached special hanger for hoisting in groups with abnormity in groups.It needs to calculate before connection
Special hanger for hoisting and special-shaped component entirety center of gravity in groups in groups, the length of lifting rope adjustable part 1 is determined according to position of centre of gravity.
As shown in Figure 10, it includes U-shaped folder tool 12, fixed suspension centre bolt 13, line-styled suspension hook 8 that movable suspension centre, which includes it,.U
Type fixture 12 is connect according to component hoisting point position with hanger main girder 9, the movable secondary beam 11 of suspender.
As shown in Figure 11 to Figure 12, lifting components with Lift-on/Lift-off System in groups pass through suspender and structure in groups for steel bar template integration
Part attachment device 2 is attached.Suspender and element connection device 2 use the lifting rope of equal length.
As shown in figure 12, steel bar template integrated component lifts by crane in groups.Single component not run-off the straight is reversed, in groups structure
The not run-off the straight of part integrated member, torsion.
Such as Fig. 4 to Figure 12, the invention also provides one kind to lift in groups for above-mentioned steel bar template integrated component, including
Following steps:
Component is assembled in place on lifting surface 14 in groups；
According to the movable secondary beam 11 of position mounting hanger of T-shaped component, " L " type component in component in groups, has girder 9 and hang
Have movable secondary beam 11 to be attached by primary-secondary beam connecting plate 3；
The position that U-shaped folder tool 12 is determined according to the position of element precast suspension centre 15 in groups, by tightening fixed suspension centre bolt
13, movable suspender is mounted in hanger main girder 9 and the movable secondary beam 11 of suspender；
Special hanger for hoisting in groups and abnormity component entirety center of gravity in groups are calculated, lifting rope adjustabel part is determined according to position of centre of gravity
Divide 1 length；
Connect lifting rope fixed part, lifting rope adjustable part 1 and the lifting lug 10 being welded on suspender；
Special hanger for hoisting is lifted to above component in groups integrated component in groups；
By suspender and element connection device 2, one end connecting elements, one end connects movable suspender；
Component lifts by crane in groups, and it is in place to be hoisted to working face.
The invention has the advantages that
Solve in abnormity component hoisting process, the easy run-off the straight of component, torsion the problem of；Create new propose in groups
Component hoisting method includes abnormity component and stalk component in component；Since component lifts in groups, reduce hanging for lifting component
It is secondary.According to actual design data, using hanging method in groups, the ratio with the number of components is actually hung time 0.5 or so.Using at
After group hanging method, first group of component is by the way that in tower crane hoisting process, second group of component can be carried out on ground using truck crane
Assembly realizes the cross construction of lifting component.The time of component assembly is shortened more than half.Steel bar template integrated wall
For component since single construction weight is light, which provides possibility for the realization that steel bar template integrated component lifts in groups.
In steel bar template integrated wall component, a kind of abnormity component hanging method in groups for various combination can be great
The construction period can substantially be shortened for tier building by improving assembled efficiency, have high Social benefit and economic benefit.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (8)
1. a kind of steel bar template integrated component hanging component in groups, it is characterised in that: including steel bar template integrated component at
Group special hanger for hoisting, special-shaped component leveling system, movable suspender and suspender and element connection device (2) in groups；The steel
Component leveling system is connect special hanger for hoisting muscle template integrated component in groups with abnormity in groups.
2. a kind of steel bar template integrated component according to claim 1 hanging component in groups, it is characterised in that: the steel
Special hanger for hoisting includes hanger main girder (9), the movable secondary beam of suspender (11), primary-secondary beam connecting plate to muscle template integrated component in groups
(3) and lifting lug (10), and the lifting lug (10) for steel bar template integrated component in groups special hanger for hoisting and abnormity at
The connection of group component leveling system, and lifting lug (10) using welding or is bolted with hanger main girder (9).
3. a kind of steel bar template integrated component according to claim 1 hanging component in groups, it is characterised in that: described different
Formation group component leveling system includes lifting rope fixed part, lifting rope adjustable part (1) composition.
4. a kind of steel bar template integrated component according to claim 1 hanging component in groups, it is characterised in that: it is described can
Dynamic suspender includes U-shaped folder tool (12), the suspension hook (8) for fixing suspension centre bolt (13), line-styled, and the U-shaped folder has (12) root
The hanger main girder (9), the movable secondary beam of suspender (11) are connected according to component hoisting point position, and U-shaped folder tool (12) is equipped with peace
It fills hole (7).
5. a kind of steel bar template integrated component according to claim 1 hanging component in groups, it is characterised in that: described to hang
Tool is made of with element connection device (2) the identical lifting rope of length, and lifting rope quantity is consistent with component suspension centre quantity；Lifting rope one
Connecting elements is held, one end connects movable suspender.
6. a kind of steel bar template integrated component according to claim 1 hanging component in groups, it is characterised in that: described to hang
The position for having movable secondary beam (11) is determining according to T-shaped component, the position of " L " type component in lifting components in groups.
7. hanging method, feature exist a kind of steel bar template integrated component according to claim 1-6 in groups
In, comprising the following steps:
Step A, component is assembled in place on lifting surface in groups；
Step B, according to the movable secondary beam of position mounting hanger of T-shaped component, " L " type component in component in groups；
Step C, the position that movable suspender is determined according to the position of element precast suspension centre in groups, is mounted on suspender master for movable suspender
On beam and the movable secondary beam of suspender；
Step D, special hanger for hoisting in groups and abnormity component entirety center of gravity in groups are calculated, determines that lifting rope is adjustable according to position of centre of gravity
Partial-length；
Step E, lifting rope fixed part, lifting rope adjustable part and the lifting lug being welded on suspender are connected,
Step F, special hanger for hoisting is lifted to above component in groups integrated component in groups；
Step G, by suspender and element connection device, one end connecting elements, one end connects movable suspender；
Step H, component lifts by crane in groups, and it is in place to be hoisted to working face；Steel bar template integration in groups lifting components to draw connector
(5), integrated template (4), integrated reinforcing bar (6) and component reserve suspension centre (15).
8. a kind of steel bar template integrated component according to claim 7 hanging method in groups, it is characterised in that: reinforcing bar mould
Plate integration before lifting components assembly, is stood up on assembled operating surface (14) vertically in groups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177532.5A CN110054074B (en) | 2019-03-09 | 2019-03-09 | Assembly and method for hoisting reinforced bar formwork integrated components in groups |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177532.5A CN110054074B (en) | 2019-03-09 | 2019-03-09 | Assembly and method for hoisting reinforced bar formwork integrated components in groups |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110054074A true CN110054074A (en) | 2019-07-26 |
| CN110054074B CN110054074B (en) | 2024-03-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910177532.5A Active CN110054074B (en) | 2019-03-09 | 2019-03-09 | Assembly and method for hoisting reinforced bar formwork integrated components in groups |
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|---|---|---|---|---|
| CN101114786A (en) * | 2007-08-28 | 2008-01-30 | 天津二十冶建设有限公司 | Hanging method using C-beam piercing core hanging large-scale electric motor and C-beam structure |
| CN201381166Y (en) * | 2009-03-27 | 2010-01-13 | 上海市第五建筑有限公司 | Hanging-point adjustable transverse hanging beam |
| CN202080812U (en) * | 2011-05-05 | 2011-12-21 | 中交四航局第一工程有限公司 | Dedicated sling system for large-scaled reinforcing cage |
| CN205076665U (en) * | 2015-10-12 | 2016-03-09 | 欧凝科技（上海）有限公司 | Frame is hung to adjustable rigidity |
| CN106882697A (en) * | 2017-02-28 | 2017-06-23 | 中国葛洲坝集团第工程有限公司 | A kind of large scale structure reinforcing bar is without deformation suspender and hanging method |
| CN210150559U (en) * | 2019-03-09 | 2020-03-17 | 中铁建设集团有限公司 | Hoisting assembly in groups for reinforcing steel bar formwork integrated component |
-
2019
- 2019-03-09 CN CN201910177532.5A patent/CN110054074B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101114786A (en) * | 2007-08-28 | 2008-01-30 | 天津二十冶建设有限公司 | Hanging method using C-beam piercing core hanging large-scale electric motor and C-beam structure |
| CN201381166Y (en) * | 2009-03-27 | 2010-01-13 | 上海市第五建筑有限公司 | Hanging-point adjustable transverse hanging beam |
| CN202080812U (en) * | 2011-05-05 | 2011-12-21 | 中交四航局第一工程有限公司 | Dedicated sling system for large-scaled reinforcing cage |
| CN205076665U (en) * | 2015-10-12 | 2016-03-09 | 欧凝科技（上海）有限公司 | Frame is hung to adjustable rigidity |
| CN106882697A (en) * | 2017-02-28 | 2017-06-23 | 中国葛洲坝集团第工程有限公司 | A kind of large scale structure reinforcing bar is without deformation suspender and hanging method |
| CN210150559U (en) * | 2019-03-09 | 2020-03-17 | 中铁建设集团有限公司 | Hoisting assembly in groups for reinforcing steel bar formwork integrated component |
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| Publication number | Publication date |
|---|---|
| CN110054074B (en) | 2024-03-15 |
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