CN103614971B - Gate-type lifting construction Hanging Basket equipment and collocation method - Google Patents
Gate-type lifting construction Hanging Basket equipment and collocation method Download PDFInfo
- Publication number
- CN103614971B CN103614971B CN201310668852.3A CN201310668852A CN103614971B CN 103614971 B CN103614971 B CN 103614971B CN 201310668852 A CN201310668852 A CN 201310668852A CN 103614971 B CN103614971 B CN 103614971B
- Authority
- CN
- China
- Prior art keywords
- suspension centre
- machine tool
- lifting
- hoisting machine
- slideway
- 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.)
- Active
Links
Abstract
The invention discloses a kind of gate-type lifting construction Hanging Basket equipment and collocation method, the support structure configuration of hanging component becomes door type structure, agent structure formed so not only both sides can construct slideway, and centre is due to without lateral ties, thus also can construct slideway, make the configuration mode of hanging component versatile and flexible, and meet the requirement of multiple form of construction work.Especially overall operating space increases, and is conducive to the lifting of each class A of geometric unitA.
Description
Technical field
The present invention relates to the collocation method of a kind of lifting construction Hanging Basket equipment and this lifting construction Hanging Basket equipment.
Background technology
Domestic adopted Construction of continuous beam Hanging Basket is mainly used in concrete cantilever construction at present, lifting construction Hanging Basket equipment depends on full framing more, or adopt the framework with certain lateral connection, both sides are provided with main couple, wherein main couple generally adopts diamond structure or triangular structure, lateral ties structure between the main couple on the lifting construction Hanging Basket equipment both sides formed is more complicated, operating space is limited, usually can only on both sides, namely main couple side arranges slideway, cause purposes single, and because operating space is limited, it is made not possess steel web, the lifting function of the components such as reinforcing bar, as needed this function, auxiliary equipment need be increased in addition, cost is higher, and interference is larger mutually, efficiency of construction is lower.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of operating space comparatively large, thus meet the gate-type lifting construction Hanging Basket equipment of various ways construction, provide a kind of collocation method of this gate-type lifting construction Hanging Basket equipment simultaneously.
The present invention is by the following technical solutions:
A kind of gate-type lifting construction Hanging Basket equipment, comprising:
Main couple, has a pair at least, and the corresponding both sides be laid in along the bridge of two panels wherein;
Crossbeam, this crossbeam with along the bridge for the cross binding of benchmark is on main couple, and is gone up along the bridge preset distance is provided with one, thus forms door type structure with main couple;
Slideway, edge arranges along the bridge and is assemblied on the downside of the crossbeam of door type structure; And
Hanging component, runs on described slideway.
Above-mentioned gate-type lifting construction Hanging Basket equipment, corresponding to the main couple on both sides, crossbeam surmounts a segment distance to both sides, and then by the bottom of main couple corresponding to the elongated end of diagonal brace connecting cross beam and this elongated end.
Above-mentioned gate-type lifting construction Hanging Basket equipment, described main couple comprises bearing beam, the vertically array vertical support in brace summer and bearing beam between parallel with brace summer of brace summer, bottom that upper horizontal arranges, and the pair of horns of the rectangular configuration that array is formed is connected with diagonal brace.
Above-mentioned gate-type lifting construction Hanging Basket equipment, described bearing beam is departed from bridge floor by seat supports, and wherein bearing settlement is immediately below vertically supporting.
Above-mentioned gate-type lifting construction Hanging Basket equipment, described hanging component comprises the hoisting machine tool run along slideway and the lifting appliance arranged in lifting point, and the sulky derrick for changing between hoisting machine tool and lifting appliance, wherein a summit of sulky derrick is provided with and hangs thing suspension centre, two other summit one is the initial suspension centre being connected to suspender on hoisting machine tool, and another summit is then the conversion suspension centre of transferring on lifting appliance.
A collocation method for gate-type lifting construction Hanging Basket equipment, arranges at least twice main couple along along bridge direction, with the main couple on both sides for brace foundation sets up crossbeam, lays slideway, then on slideway, arrange hanging component on the downside of crossbeam along bridge direction.
The collocation method of above-mentioned gate-type lifting construction Hanging Basket equipment, described hanging component comprises the hoisting machine tool run along slideway and the lifting appliance arranged in lifting point, and the sulky derrick for changing between hoisting machine tool and lifting appliance, wherein a summit of sulky derrick is provided with and hangs thing suspension centre, two other summit one is the initial suspension centre being connected to suspender on hoisting machine tool, and another summit is then the conversion suspension centre of transferring on lifting appliance;
Thus, after hoisting machine tool is put in place by sulky derrick lifting object, the wire rope hanging conversion suspension centre of lifting appliance, then upwards mention, until it is vertical with the limit at conversion suspension centre place to hang thing suspension centre, remove initial hoisting point hoist, lifting appliance send object to final position, and then reset to dislocation, hoisting machine tool hangs initial suspension centre, promote until initial suspension centre is vertical with the limit of hanging thing suspension centre place, remove conversion suspension centre wire rope, hoisting machine tool stops the initial position of field to object with sulky derrick.
According to the present invention, it can be seen from the above, the support structure configuration of hanging component becomes door type structure, agent structure formed so not only both sides can construct slideway, and centre is due to without lateral ties, thus also can construct slideway, make the configuration mode of hanging component versatile and flexible, and meet the requirement of multiple form of construction work.Especially overall operating space increases, and is conducive to the lifting of each class A of geometric unitA.
Accompanying drawing explanation
Fig. 1 is according to the perspective view of a kind of construction equipment of the present invention in bridge side.
Fig. 2 is the perspective view of using state construction equipment in bridge side.
Fig. 3 is the structure configuration map of construction equipment on cross-section of bridge of using state.
Fig. 4 is the structural representation of lifting steel web.
Fig. 5 is that the structural representation put in place transferred by steel web.
In figure: 1, main couple, 2, crossbeam, 3, hoisting machine tool, 4, slideway, 5, sulky derrick, 6, component, 7, lifting appliance.
Detailed description of the invention
With reference to Figure of description 3, it is the view on the cross-sectional direction of bridge, what in figure, top was horizontal is crossbeam 2, perpendicular straight arranged multiple main couple 1, wherein the main couple 1 jacking crossbeam 2 on both sides forms main door type structure, and the main couple 1 of centre plays supplemental support effect, and form sub-door type structure with main door type structure.Fig. 3 puts drawing for perpendicular, and upper bottom should refer to the position, left and right in figure.
Thus in the scheme such as shown in Fig. 1 to 5, gate-type lifting construction Hanging Basket system forms door type structure by crossbeam 2 structure of the main couple 1 and top of organizing monolithic more; U-shaped slideway 4 is connected with crossbeam 2, and figure middle slideway 4 is arranged on the downside of crossbeam 2, and vertical bridge is to layout.
Be to be understood that longitudinal direction is here along the bridge, horizontal then be the direction of the positive glue of level with it.
Slideway 4 is arranged on hoisting appliance 3 and sulky derrick 5 is installed.Be to be understood that; lay particular emphasis on the improvement to breast piece herein; concrete structure about hoisting appliance 3 is thought known; do not repeat them here; when being to be understood that simultaneously; if adopt the hoisting appliance that can run on slideway 4, creatively do not change this operational mode, within the protection domain that yet should fall into this case.
This system is mainly the lifting difficult problem solving the components 6 such as steel web, reinforcing bar in Construction of continuous beam process.Wherein adopt door type steel frame structure form between each main truss structure transverse direction of Hanging Basket, increase operating space; In conjunction with Hanging Basket upper chord, slideway is set, solves a hoisting transportation difficult problem for the steel beam column such as steel web, reinforcing bar; U-shaped slideway is set, hoisting machine tool 3 can be saved, improve utilization ratio; Utilize the sulky derrick 5 on hoisting machine tool 3 can realize in the conversion of transporting and installing center of gravity under two kinds of operating modes, and complete the lifting of the components 6 such as steel web, reinforcing bar.
About the group number of main couple 1, minimumly should be provided with a pair, so just can possess the basic condition of structure door type structure.When only have two groups in other words two panels time, on every limit, bridge both sides each one ground arrange, as shown in Figure 3.
But horizontal span crosses the natural deflection deformation that conference causes crossbeam 2, after addition of slideway 4 and hoisting machine tool 3, this distortion can be increased the weight of, be unfavorable for controlling, and easily cause the accident, therefore, main couple 1 preferably at least comprises the main couple 1 of a centre, if bridge lateral span is less, middle main couple 1 also can not be set.
When horizontal span is larger, allocation of space is carried out in the operating space required for the size of component 6, and sub-door type structure should be able to hold component 6 to be passed through, certainly, the sub-door type structure that width is different can be set as required, thus ensure the application mode of adaptation member, improve the flexibility of configuration.
Can find out in above content, middle main couple 1 can have multiple tracks, 3 roads as shown in Figure 3, when being configured with multiple, should consider the structure of transported component 6.Those skilled in the art selects total amount and the configuration mode of main couple 1 accordingly.
About crossbeam 2, being then the top being installed on main couple 1, when there being many group main couples 1, must strong point coplanar being ensured.
Crossbeam 2 is along bridge array, and array density depends on support strength, obviously will meet the conveying of maximum component, and therefore, the calculating of its quantity is checked and also easily determined accordingly.
In the structure shown in Fig. 3, corresponding to the main couple 1 on both sides, crossbeam 2 surmounts a segment distance to both sides, and then by the bottom of main couple 1 corresponding to the elongated end of diagonal brace connecting cross beam and this elongated end.The stability of this structure connects, and can reduce the stress in the middle part of crossbeam to a certain extent.
The structural stability of integral frame then can be improved by the structure of diagonal brace.
See accompanying drawing 1 again, it is side structure in figure, described main couple 1 comprises bearing beam, the vertically array vertical support in brace summer and bearing beam between parallel with brace summer of the brace summer for supporting traverse 2, bottom that upper horizontal arranges, and the pair of horns of the rectangular configuration that array is formed is connected with diagonal brace.Rectangle frame as shown in Figure 1 forms a unit, in order to improve intensity, pretends diagonal brace, forms hyperstatic triangular truss.
Bearing beam and brace summer configure, and integrate loose braced structures, ensure overall structural stability.
In certain embodiments, described bearing beam is departed from bridge floor by seat supports, and wherein bearing settlement is immediately below vertically supporting, and wherein bearing can also directly be integrated with vertical support structure, reduces bridge deck structure to the negative effect of bearing beam.
See hanging component again, described hanging component comprises the hoisting machine tool 3 run along slideway and the lifting appliance 7 arranged in lifting point, and the sulky derrick 5 for changing between hoisting machine tool and lifting appliance, wherein a summit of sulky derrick is provided with and hangs thing suspension centre, two other summit one is the initial suspension centre being connected to suspender on hoisting machine tool 3, and another summit is then the conversion suspension centre of transferring on lifting appliance.
The convenient conversion of three summit structures of sulky derrick, its conversion regime illustrates hereinafter, does not repeat them here.
Meanwhile, based on the form of structure of conversion, the flexibility being conducive to constructing realizes, and be that slideway is laid according to process forward, lifting appliance 7 can be more preposition, convenient construction.
See the mode of occupation of sulky derrick 5 again, when hoisting machine tool to lift after object puts in place by sulky derrick 5, the wire rope hanging conversion suspension centre of lifting appliance, then upwards mention, until it is vertical with the limit at conversion suspension centre place to hang thing suspension centre, vertical state shows, main load-bearing has been transformed into this limit, now when removing initial hoisting point hoist, initial suspension centre does not stress substantially, convenient releasing
And then, after removing initial suspension centre, lifting appliance send object to final position, and then reset to dislocation, hoisting machine tool hangs initial suspension centre, promotes until initial suspension centre is vertical with the limit of hanging thing suspension centre place, removes conversion suspension centre wire rope, hoisting machine tool stops the initial position of field to object with sulky derrick, principle is the same.
Gate-type lifting construction according to such scheme is hung blue, and construction technology process is as follows:
1, complete the construction of the first sections of continuous beam, produce structure as shown in the lower part of Figure 1.
2, Hanging Basket is installed, comprises the hanging basket's components such as main truss 1 frame, crossbeam 2, slideway 4, hoisting machine tool 3, install according to the structure such as shown in Fig. 1 to 5 and explanation above.
3, hoisting machine tool 3 component 6 such as steel web, reinforcing bar shipped by rear of slinging is transported to position to be installed by slideway.
4, the lifting appliance 7 utilizing main couple 1 front end to arrange hangs another suspension centre of sulky derrick 5 on hoisting machine tool, and slowly promotes, and the component such as steel web, reinforcing bar 6 under it is by the rotation of sulky derrick 5, and center of gravity shifts gradually.When center of gravity moves to below lifting appliance 7 completely, namely the suspension hook on hoisting machine tool 3 will no longer stressedly can be extractd.Hoisting appliance 3 can return the components such as handling next steel web, reinforcing bar.
5, the component 6 such as steel web, reinforcing bar is transferred to design attitude, and itself and the beam section of having constructed are carried out coupling is connected, and then carries out the construction of residue work, until complete this segmental construction.
6, above-mentioned steps is repeated, until all installed by full-bridge.
Claims (4)
1. a gate-type lifting construction Hanging Basket equipment, is characterized in that, comprising:
Main couple (1), has a pair at least, and corresponding the right and left be laid in along the bridge of two panels wherein;
Crossbeam (2), this crossbeam with along the bridge for the cross binding of benchmark is on main couple, and is gone up along the bridge preset distance is provided with one, thus forms door type structure with main couple;
Slideway, edge arranges along the bridge and is assemblied on the downside of the crossbeam of door type structure; And
Hanging component, runs on described slideway;
Relative to the main couple (1) on both sides, crossbeam (2) surmounts a segment distance to both sides, and then by the bottom of main couple (1) corresponding to the elongated end of diagonal brace connecting cross beam and this elongated end;
Described hanging component comprises the hoisting machine tool (3) run along slideway and the lifting appliance (7) arranged in lifting point, and the sulky derrick (5) for changing between hoisting machine tool and lifting appliance, wherein a summit of sulky derrick is provided with and hangs thing suspension centre, two other summit one is for being connected to the initial suspension centre of the upper suspender of hoisting machine tool (3), and another summit is then the conversion suspension centre of transferring on lifting appliance.
2. gate-type lifting construction Hanging Basket equipment according to claim 1, it is characterized in that, described main couple (1) comprises bearing beam, the vertically array vertical support in brace summer and bearing beam between parallel with brace summer of brace summer, bottom that upper horizontal arranges, vertical support array forms rectangular configuration between brace summer and bearing beam, and is connected with diagonal brace at the pair of horns of rectangular configuration.
3. gate-type lifting construction Hanging Basket equipment according to claim 2, it is characterized in that, described bearing beam is departed from bridge floor by seat supports, and wherein bearing settlement is immediately below vertically supporting.
4. the collocation method of a gate-type lifting construction Hanging Basket equipment, it is characterized in that, arrange at least twice main couple, with the main couple on both sides for brace foundation sets up crossbeam along along bridge direction, on the downside of crossbeam, lay slideway along bridge direction, then hanging component is set on slideway;
Described hanging component comprises the hoisting machine tool (3) run along slideway and the lifting appliance (7) arranged in lifting point, and the sulky derrick (5) for changing between hoisting machine tool and lifting appliance, wherein a summit of sulky derrick is provided with and hangs thing suspension centre, two other summit one is for being connected to the initial suspension centre of the upper suspender of hoisting machine tool (3), and another summit is then the conversion suspension centre of transferring on lifting appliance;
Thus, after hoisting machine tool is put in place by sulky derrick lifting object, the wire rope hanging conversion suspension centre of lifting appliance, then upwards mention, until it is vertical with the limit at conversion suspension centre place to hang thing suspension centre, remove initial hoisting point hoist, lifting appliance send object to final position, and then reset to dislocation, hoisting machine tool hangs initial suspension centre, promote until initial suspension centre is vertical with the limit of hanging thing suspension centre place, remove conversion suspension centre wire rope, hoisting machine tool stops the initial position of field to object with sulky derrick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310668852.3A CN103614971B (en) | 2013-12-11 | 2013-12-11 | Gate-type lifting construction Hanging Basket equipment and collocation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310668852.3A CN103614971B (en) | 2013-12-11 | 2013-12-11 | Gate-type lifting construction Hanging Basket equipment and collocation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103614971A CN103614971A (en) | 2014-03-05 |
| CN103614971B true CN103614971B (en) | 2016-01-06 |
Family
ID=50165686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310668852.3A Active CN103614971B (en) | 2013-12-11 | 2013-12-11 | Gate-type lifting construction Hanging Basket equipment and collocation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103614971B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114346599B (en) * | 2021-12-22 | 2022-12-16 | 江苏玖沐精工装备科技有限公司 | Concentric machining process for hanging basket main truss production line |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101250856A (en) * | 2007-08-30 | 2008-08-27 | 中铁大桥局集团第一工程有限公司 | Echelon cradle as well as construction method thereof |
| JP2008303666A (en) * | 2007-06-11 | 2008-12-18 | Sumitomo Mitsui Construction Co Ltd | Movable suspension support and assembling method of movable suspension support |
| CN101586330A (en) * | 2008-05-22 | 2009-11-25 | 中铁十一局集团第一工程有限公司 | Receding construction method of cradle of continuous girder bridge made of prestressing concrete |
| CN202148145U (en) * | 2011-05-26 | 2012-02-22 | 中铁七局集团第四工程有限公司 | Floor-rail-type gantry crane |
| CN102733314A (en) * | 2012-07-21 | 2012-10-17 | 中铁十八局集团轨道交通工程有限公司 | Walking mechanism for moving hanging basket by front clamp type jack and construction method of walking mechanism |
| CN202718044U (en) * | 2012-07-30 | 2013-02-06 | 宁波市政工程建设集团股份有限公司 | Bottom die sliding beam device in hanging basket construction system |
| CN203593971U (en) * | 2013-12-11 | 2014-05-14 | 山东省路桥集团有限公司 | Portal-hoisting construction suspension basket device |
-
2013
- 2013-12-11 CN CN201310668852.3A patent/CN103614971B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008303666A (en) * | 2007-06-11 | 2008-12-18 | Sumitomo Mitsui Construction Co Ltd | Movable suspension support and assembling method of movable suspension support |
| CN101250856A (en) * | 2007-08-30 | 2008-08-27 | 中铁大桥局集团第一工程有限公司 | Echelon cradle as well as construction method thereof |
| CN101586330A (en) * | 2008-05-22 | 2009-11-25 | 中铁十一局集团第一工程有限公司 | Receding construction method of cradle of continuous girder bridge made of prestressing concrete |
| CN202148145U (en) * | 2011-05-26 | 2012-02-22 | 中铁七局集团第四工程有限公司 | Floor-rail-type gantry crane |
| CN102733314A (en) * | 2012-07-21 | 2012-10-17 | 中铁十八局集团轨道交通工程有限公司 | Walking mechanism for moving hanging basket by front clamp type jack and construction method of walking mechanism |
| CN202718044U (en) * | 2012-07-30 | 2013-02-06 | 宁波市政工程建设集团股份有限公司 | Bottom die sliding beam device in hanging basket construction system |
| CN203593971U (en) * | 2013-12-11 | 2014-05-14 | 山东省路桥集团有限公司 | Portal-hoisting construction suspension basket device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103614971A (en) | 2014-03-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207048306U (en) | Sliding formwork flexibility platform | |
| CN103383104A (en) | Hoisting installation method for quickly mounting economizer and super heater | |
| CN105256728A (en) | Cable-stayed bridge warren steel truss cantilever erection method | |
| CN103614971B (en) | Gate-type lifting construction Hanging Basket equipment and collocation method | |
| CN208168317U (en) | A kind of lower extension platform of high-altitude construction | |
| CN203593971U (en) | Portal-hoisting construction suspension basket device | |
| CN201809032U (en) | Self-adjusting stay device with combinable hanger | |
| CN101139813B (en) | Steel truss of through bridge | |
| CN205874987U (en) | Simply put up bridge crane | |
| CN205171344U (en) | Flexible precast concrete decking structure for draw bridge | |
| CN204826715U (en) | Bearing structure is connected to wrong elevation steel bar truss building carrier plate | |
| CN207538483U (en) | A kind of steel box-girder suspender | |
| CN109230155A (en) | A kind of prefabricated panel piling bin | |
| CN205990773U (en) | A kind of construction discharging platform | |
| CN205116221U (en) | Piping lane prefab and assembled utility tunnel | |
| CN204002841U (en) | A kind of outrigger formula mobile formwork for support of tunnel wall pouring construction | |
| CN207046729U (en) | A kind of arm-tie bracket | |
| CN206429760U (en) | Industrial premises pipe gallery para-seismic support | |
| CN205892524U (en) | A equipment lifting device for in factory building | |
| CN205973668U (en) | Lift platform subassembly | |
| CN105060087A (en) | Rectangular tube truss without support | |
| CN204897164U (en) | A truss -like compensating beam for hoist and mount of large -scale electromechanical device | |
| CN204531342U (en) | A kind of light-duty assembling elevator hoistways bracing frame | |
| CN203794392U (en) | Supporting structure for lengthening wall-attached component of construction hoist | |
| CN204980839U (en) | Inboard top surface reinforcement girder hoist device of defeated coal strage way of box |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181206 Address after: 250200 Lijiabu intersection, Jiwang Road, Zhangqiu City, Jinan City, Shandong Province Patentee after: Shandong Luqiao Construction Co., Ltd. Address before: 250021 No. 289 Jingsan Road, Huaiyin District, Jinan City, Shandong Province Patentee before: Shandong Railway Road & Bridge Group Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Floor 20-21, 14677 Jingshi Road, Lixia District, Jinan City, Shandong Province Patentee after: Shandong high speed Engineering Construction Group Co.,Ltd. Address before: 250200 Lijiabu intersection, Jiwang Road, Zhangqiu City, Jinan City, Shandong Province Patentee before: SHANDONG LUQIAO CONSTRUCTION Co.,Ltd. |