CN101899905A - Hoisting slide devices and hoisting slide equipment - Google Patents
Hoisting slide devices and hoisting slide equipment Download PDFInfo
- Publication number
- CN101899905A CN101899905A CN 201010249394 CN201010249394A CN101899905A CN 101899905 A CN101899905 A CN 101899905A CN 201010249394 CN201010249394 CN 201010249394 CN 201010249394 A CN201010249394 A CN 201010249394A CN 101899905 A CN101899905 A CN 101899905A
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- load
- hoisting
- bearing
- hoisting slide
- slide device
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- 229910000831 Steel Inorganic materials 0.000 abstract description 32
- 239000010959 steel Substances 0.000 abstract description 32
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000001687 destabilization Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000011002 quantification Methods 0.000 description 1
- 239000002965 rope Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The invention provides hoisting slide devices. Each hoisting slide device comprises a sliding rail and a bearing part, wherein the bearing part is movably arranged on the sliding rail. The invention also provides hoisting slide equipment which comprises the two hoisting slide devices which are distributed in parallel. The hoisting slide device comprises the sliding rail and the bearing part. The invention has the advantages of simple structure, convenient use, carrying and popularization and low cost. When in use, the U-steel sliding rail is paved on a structural roof (at one side of the roof), aligned, leveled and fixed; the slide devices are installed on the sliding rails; a steel member is hoisted on the slide devices just by a small automobile crane; and a chain hoist is used for drawing the slide devices, and the steel member is positioned. The invention solves the problem of difficult installation location, reduces the investment of large hoisting equipment, simplifies construction and reduces the construction cost.
Description
Technical field
The present invention relates to a kind of hoisting slide device and a kind of hoisting slide equipment.
Background technology
Steel Structure Installation is used more and more widely at present, not only can be applied to agent structure, also can be widely used in positions such as steel work roofing and outdoor awning.
The steel structure member lifting is general at present adopts the direct lifting of mobile crane to get on, but for some large-span steel members, need many mobile cranes of configuration, even some disposes many mobile cranes exactly and all can't lift and put in place, this situation is general to adopt many fixed tower to lift up into row, steel work tower crane lease expenses than general tower crane height many, and the tower crane life cycle is shorter again, add that tower crane advances fee for showing up, cause the waste of a large amount of human and material resources.
Summary of the invention
The present invention aims to provide a kind of simple in structure, easy to use, hoisting slide device and the hoisting slide equipment that can increase work efficiency greatly.
The invention provides a kind of hoisting slide device, comprising: slide rail, load receiving part is arranged on the slide rail movably.
Further, has the spill slideway on the slide rail; The bottom of load receiving part is provided with roller, and roller is arranged in the spill slideway.
Further, load receiving part also comprises: the load-bearing mainboard vertically is provided with; The load-bearing panel is horizontally set on the top of load-bearing mainboard; Floor is arranged on load-bearing mainboard both sides, and supports the load-bearing panel with the load-bearing mainboard; Wherein, the load-bearing mainboard is inverted trapezoidal structure, and floor is inverted trapezoidal structure or del structure.
Further, the load-bearing mainboard is two blocks of plates that are arranged in parallel, and floor is arranged on the outside of two blocks of plates that are arranged in parallel.
Further, be respectively arranged with a plurality of floors in the outside of two blocks of plates that are arranged in parallel.
Further, roller is a plurality of.
Further, the load-bearing panel is provided with a plurality of perforates.
Further, one or two end of load-bearing mainboard is provided with tractive unit.
Further, has graduation mark on the slide rail outer surface.
The present invention also provides a kind of hoisting slide equipment, comprises two above-mentioned hoisting slide devices that are arranged side by side.
Hoisting slide device of the present invention and hoisting slide equipment are made up of slide rail and load receiving part, and is simple in structure, easy to use, and with low cost, easy to carry, is convenient to promote the use of.The sliding construction technology adopts two Pin beam integral slippings, if adopt the slippage of single Pin girder steel, girder steel is easy to unstability because span is big and the beam body is higher, and owing to be connected and fixed between the two Pin beams, just can there be destabilization problems in two Pin slippage together.During use, the channel-section steel slide rail is laid on (in roofing one side) on the structure roofing, and straightening then, leveling are fixed, and slide device are installed on the slide rail again, only need a less mobile crane, the steel lifting component to slide device, is drawn slide device with bottle gouard moved by hands then, the steel member is in place, solve the installation in position difficult problem, reduce the input of large-scale hanging device, simplify construction, reduce construction cost.
Description of drawings
Accompanying drawing is used to provide further understanding of the present invention, constitutes the application's a part, and illustrative examples of the present invention and explanation thereof are used to explain the present invention, do not constitute improper qualification of the present invention.In the accompanying drawings:
Fig. 1 is the schematic diagram according to hoisting slide apparatus structure of the present invention;
Fig. 2 is the side-looking structural representation of hoisting slide device among Fig. 1.
The specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the present invention in detail.
Fig. 1 is the schematic diagram according to hoisting slide apparatus structure of the present invention, in conjunction with referring to Fig. 2, as shown in the figure, the invention provides a kind of hoisting slide device, and comprising: slide rail 10, load receiving part 20 is arranged on the slide rail 10 movably.The present invention is simple in structure, and is easy to use, and with low cost, easy to carry, is convenient to promote the use of.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, has the spill slideway on the slide rail 10; The bottom of load receiving part 20 is provided with roller 24, and roller 24 is arranged in the spill slideway.Like this, structure is firm, and is easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, load receiving part 20 also comprises: load-bearing mainboard 23 vertically is provided with; Load-bearing panel 21 is horizontally set on the top of load-bearing mainboard 23; Floor 22 is arranged on load-bearing mainboard 23 both sides, and supports load-bearing panel 21 with load-bearing mainboard 23; Wherein, load-bearing mainboard 23 is inverted trapezoidal structure, and floor 22 is inverted trapezoidal structure or del structure.Like this, structure is firm, and is easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, load-bearing mainboard 23 is two blocks of plates that are arranged in parallel, and floor 22 is arranged on the outside of two blocks of plates that are arranged in parallel.Like this, structure is firm, and is easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, be respectively arranged with a plurality of floors in the outside of two blocks of plates that are arranged in parallel.Like this, structure is firm, and is easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, roller 24 is a plurality of.Like this, structure is firm, and is easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, load-bearing panel 21 is provided with a plurality of perforates 26.Like this, easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, one or two end of load-bearing mainboard 23 is provided with tractive unit 30.
In conjunction with referring to Fig. 1 and Fig. 2, preferably, has graduation mark on slide rail 10 outer surfaces.Like this, easy to use.
In conjunction with referring to Fig. 1 and Fig. 2, the load-bearing panel 21 of hoisting slide device is the rectangle steel plate, rectangular dimension is generally 400 * 800mm, thickness is 20mm (selecting steel plate thickness according to load), load-bearing panel 21 surfacings and according to beam support anchor hole position perforate 26 (circular hole is consistent with the beam support anchor hole); Slide device load-bearing mainboard 23, by two in echelon steel plate process, the 800mm that is of a size of suitable for reading, end opening is of a size of 680mm (upper and lower mouthful of size decided according to on-site actual situations), highly be 290mm (height need leak outside according to the reservation bolt and highly adjust, if highly too low, can run in the girder steel slipping and reserve bolt), thickness 20mm (selecting steel plate thickness) according to load, load-bearing mainboard 23 and load-bearing panel 21 firm welding; Slide device load-bearing floor 22, each four on two sides, totally eight, be triangle, be of a size of 100 * 290mm, thickness is 20mm (selecting steel plate thickness according to load), spacing 150mm, floor 22 and load-bearing panel 21 and load-bearing mainboard 23 difference firm welding; Bearing pin 29 is Φ 36 (selecting the bearing pin size according to load), and bearing pin 29 penetrates that welding is fixing then in the hole of load-bearing mainboard 23 relevant positions; Roller 24 is radius R=75mm, (width is 50mm) totally 4, and spacing 150mm, (roller is according to load type selecting and quantification), roller 24 is enclosed within on the bearing pin 29; Traction and fixation bar 30 adopts the round steel (determining the round steel size according to tractive force) of φ 25, is welded on the load-bearing mainboard 23 as towing point; The track 10 general 10# channel-section steels that adopt, mark 10cm is the graduation mark of unit in the outside of track channel-section steel.
During use, track 10 is laid on (in roofing one side) on the structure roofing, straightening then, leveling are implanted in the concrete track 10 is fixing with expansion bolt; Load receiving part 20 is installed on the slide rail 10; Adopt crane that girder steel is placed on the load receiving part 20; Girder steel bearing anchor hole is alignd with the perforate 26 on the load-bearing panel 21, penetrates high-strength bolt girder steel and slide device are fixed; On traction and fixation bar 30, fasten wire rope and lead chain and be connected; Employing is led chain with manually drawing slide device, and be inspection unit with track outside graduation mark 10cm, in distraction procedure, be adjusted at the travel distance of girder steel two ends slide device at any time, make the travel distance unanimity, the girder steel traction is to the installation site, utilize portal frame that section steel beam is sling, remove slide device, with the girder steel installation in position.
The present invention also provides a kind of hoisting slide equipment, comprises two above-mentioned hoisting slide devices that are arranged side by side.The sliding construction technology adopts two Pin beam integral slippings, if adopt the slippage of single Pin girder steel, girder steel is easy to unstability because span is big and the beam body is higher, and owing to be connected and fixed between the two Pin beams, just can there be destabilization problems in two Pin slippage together.
Be the preferred embodiments of the present invention only below, be not limited to the present invention, for a person skilled in the art, the present invention can have various changes and variation.Within the spirit and principles in the present invention all, any modification of being done, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. a hoisting slide device is characterized in that, comprising:
Slide rail (10),
Load receiving part (20) is arranged on the described slide rail (10) movably.
2. hoisting slide device according to claim 1 is characterized in that:
Described slide rail has the spill slideway on (10);
The bottom of described load receiving part (20) is provided with roller (24), and described roller (24) is arranged in the described spill slideway.
3. hoisting slide device according to claim 1 is characterized in that, described load receiving part (20) also comprises:
Load-bearing mainboard (23) vertically is provided with;
Load-bearing panel (21) is horizontally set on the top of described load-bearing mainboard (23);
Floor (22) is arranged on described load-bearing mainboard (23) both sides, and supports described load-bearing panel (21) with described load-bearing mainboard (23);
Wherein, described load-bearing mainboard (23) is inverted trapezoidal structure, and described floor (22) is inverted trapezoidal structure or del structure.
4. hoisting slide device according to claim 3 is characterized in that, described load-bearing mainboard (23) is two blocks of plates that are arranged in parallel, and described floor (22) is arranged on the outside of described two blocks of plates that are arranged in parallel.
5. hoisting slide device according to claim 4 is characterized in that, is respectively arranged with a plurality of described floors (22) in the outside of described two blocks of plates that are arranged in parallel.
6. hoisting slide device according to claim 2 is characterized in that, described roller (24) is a plurality of.
7. hoisting slide device according to claim 3 is characterized in that, described load-bearing panel (21) is provided with a plurality of perforates (26).
8. hoisting slide device according to claim 3 is characterized in that, one or two end of described load-bearing mainboard (23) is provided with tractive unit (30).
9. hoisting slide device according to claim 1 is characterized in that, has graduation mark on described slide rail (10) outer surface.
10. a hoisting slide equipment is characterized in that, comprises be arranged side by side two as each described hoisting slide device among the claim 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010249394 CN101899905B (en) | 2010-08-10 | 2010-08-10 | Hoisting slide devices and hoisting slide equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010249394 CN101899905B (en) | 2010-08-10 | 2010-08-10 | Hoisting slide devices and hoisting slide equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101899905A true CN101899905A (en) | 2010-12-01 |
| CN101899905B CN101899905B (en) | 2012-05-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010249394 Active CN101899905B (en) | 2010-08-10 | 2010-08-10 | Hoisting slide devices and hoisting slide equipment |
Country Status (1)
| Country | Link |
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| CN (1) | CN101899905B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518313A (en) * | 2011-12-08 | 2012-06-27 | 北京联合大学 | Assembly type sliding trolley |
| CN102535869A (en) * | 2011-12-09 | 2012-07-04 | 中国建筑第二工程局有限公司 | Steel-structure hoisting sliding rail device and construction method |
| CN102561615A (en) * | 2012-02-16 | 2012-07-11 | 成都嘉泽正达金属制造有限公司 | Novel movable scaffold and construction method using same |
| CN102767291A (en) * | 2012-08-13 | 2012-11-07 | 安徽富煌钢构股份有限公司 | Sliding frame structure in construction of large-area multi-column-point supported reticulated shells |
| CN102976147A (en) * | 2012-12-20 | 2013-03-20 | 龙口矿业集团有限公司 | Cable storage device |
| CN104047418A (en) * | 2014-05-27 | 2014-09-17 | 中国十七冶集团有限公司 | Construction method for external installation of ultrahigh-rise building roof trusses by means of trolley |
| CN105019664A (en) * | 2014-04-30 | 2015-11-04 | 中冶天工集团有限公司 | High-altitude slipping installation method for compartment-type electric room |
| CN106012860A (en) * | 2016-07-08 | 2016-10-12 | 中建八局第三建设有限公司 | Quick detachment device and quick detachment method for detaching steel structure in narrow space |
| CN107090984A (en) * | 2017-05-07 | 2017-08-25 | 中铁十八局集团有限公司 | A kind of draw-gear for being used to run that light rail station special-shaped steel structure is installed on line |
| CN109610852A (en) * | 2018-11-26 | 2019-04-12 | 中冶天工集团有限公司 | A kind of scaffold horizontal transporter and its application method |
| CN111456460A (en) * | 2020-04-20 | 2020-07-28 | 中国电建集团四川工程有限公司 | Method for positioning steel beam on roof of garbage pool |
| CN112359959A (en) * | 2020-11-03 | 2021-02-12 | 中交一公局第二工程有限公司 | Construction method of high-altitude steel beam corridor |
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| CN201460182U (en) * | 2009-05-07 | 2010-05-12 | 中冶天工上海十三冶建设有限公司 | Construction trolley on trolley line of bridge crane |
| CN101793099A (en) * | 2010-03-26 | 2010-08-04 | 董兰田 | Whole translation supporting plate creeper truck of building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US6938730B2 (en) * | 2003-09-11 | 2005-09-06 | Nathaniel Hairston | Buddy's adjustable height workhorse |
| JP2009121019A (en) * | 2007-11-09 | 2009-06-04 | Shimizu Corp | Carrier truck |
| CN101200977A (en) * | 2007-11-29 | 2008-06-18 | 北京城建集团有限责任公司 | Horizontal transportation method for roofing construction |
| CN201411898Y (en) * | 2009-04-02 | 2010-02-24 | 湖南省第五工程有限公司 | Sliding scaffold for high-altitude installation of steel net network frame structure |
| CN201460182U (en) * | 2009-05-07 | 2010-05-12 | 中冶天工上海十三冶建设有限公司 | Construction trolley on trolley line of bridge crane |
| CN101793099A (en) * | 2010-03-26 | 2010-08-04 | 董兰田 | Whole translation supporting plate creeper truck of building |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518313A (en) * | 2011-12-08 | 2012-06-27 | 北京联合大学 | Assembly type sliding trolley |
| CN102518313B (en) * | 2011-12-08 | 2014-03-19 | 北京联合大学 | Assembly type sliding trolley |
| CN102535869B (en) * | 2011-12-09 | 2013-12-11 | 中国建筑第二工程局有限公司 | Steel-structure hoisting sliding rail device and construction method |
| CN102535869A (en) * | 2011-12-09 | 2012-07-04 | 中国建筑第二工程局有限公司 | Steel-structure hoisting sliding rail device and construction method |
| CN102561615A (en) * | 2012-02-16 | 2012-07-11 | 成都嘉泽正达金属制造有限公司 | Novel movable scaffold and construction method using same |
| CN102767291A (en) * | 2012-08-13 | 2012-11-07 | 安徽富煌钢构股份有限公司 | Sliding frame structure in construction of large-area multi-column-point supported reticulated shells |
| CN102976147A (en) * | 2012-12-20 | 2013-03-20 | 龙口矿业集团有限公司 | Cable storage device |
| CN105019664A (en) * | 2014-04-30 | 2015-11-04 | 中冶天工集团有限公司 | High-altitude slipping installation method for compartment-type electric room |
| CN105019664B (en) * | 2014-04-30 | 2017-10-03 | 中冶天工集团有限公司 | The air translation Method for Installation of case room formula electric panel room |
| CN104047418A (en) * | 2014-05-27 | 2014-09-17 | 中国十七冶集团有限公司 | Construction method for external installation of ultrahigh-rise building roof trusses by means of trolley |
| CN106012860A (en) * | 2016-07-08 | 2016-10-12 | 中建八局第三建设有限公司 | Quick detachment device and quick detachment method for detaching steel structure in narrow space |
| CN107090984A (en) * | 2017-05-07 | 2017-08-25 | 中铁十八局集团有限公司 | A kind of draw-gear for being used to run that light rail station special-shaped steel structure is installed on line |
| CN109610852A (en) * | 2018-11-26 | 2019-04-12 | 中冶天工集团有限公司 | A kind of scaffold horizontal transporter and its application method |
| CN111456460A (en) * | 2020-04-20 | 2020-07-28 | 中国电建集团四川工程有限公司 | Method for positioning steel beam on roof of garbage pool |
| CN112359959A (en) * | 2020-11-03 | 2021-02-12 | 中交一公局第二工程有限公司 | Construction method of high-altitude steel beam corridor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101899905B (en) | 2012-05-30 |
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Address after: 410004 No. 158 Zhongyi Road, Yuhua District, Changsha, Hunan Patentee after: China Construction five Bureau Installation Engineering Co., Ltd. Address before: 410004 20, Zhongjian mansion, 158 Zhongyi Road, Changsha, Hunan. Patentee before: CCFEB Industrial Equipment Installation Co., Ltd. |