CN201729631U - Truss type platform lifting device for constructing on top portions of tall and big spaces - Google Patents
Truss type platform lifting device for constructing on top portions of tall and big spaces Download PDFInfo
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- CN201729631U CN201729631U CN2010202720521U CN201020272052U CN201729631U CN 201729631 U CN201729631 U CN 201729631U CN 2010202720521 U CN2010202720521 U CN 2010202720521U CN 201020272052 U CN201020272052 U CN 201020272052U CN 201729631 U CN201729631 U CN 201729631U
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- 238000010276 construction Methods 0.000 claims abstract description 29
- 101100272852 Clostridium botulinum (strain Langeland / NCTC 10281 / Type F) F gene Proteins 0.000 claims description 6
- 239000002994 raw material Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
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Abstract
The utility model discloses a truss type platform lifting device for constructing on top portions of tall and big spaces, which relates to the field of building construction equipment, and comprises a truss platform (1) and an electric lifting platform (2), wherein the two corresponding sides of the truss platform (1) are provided with the electric lifting platform (2), and the electric lifting platform (2) is fixedly connected with the truss platform (1). The truss type platform lifting device can supply a safe and reliable construction platform for high space top construction, compared with the construction process of a traditional floor type full scaffold, the truss type platform lifting device greatly reduces the use amount of raw materials, has the advantages of safety, reliability and construction efficiency increment, greatly increases construction speed, and also supplies reliable guarantee for safe construction.
Description
Technical field:
The utility model relates to the construction implement field, is specifically related to the truss-like platform bont of a kind of large space top construction.
Background technology:
The construction of building structure large space top is a very difficult construction location, because it is general to the top all at the height of tens meters even up to a hundred meters from the megaron bottom, belong to large space, the construction part of superelevation, traditional construction method are to begin to land full hall with scaffold from bottom to set up, and set up the operating surface at top always, not only material (scaffold) consumption is big for this construction method, the work capacity that the workman sets up is also very big, and speed of application is slow, is difficult to satisfy actual construction requirement.
The utility model content:
The purpose of this utility model provides the truss-like platform bont of a kind of large space top construction, it can provide a safe and reliable operation platform for the construction of high spatial top, landing the construction technology of full scaffolding with tradition compares, significantly reduced raw-material consumption, have safe and reliable, improve the advantage of operating efficiency, not only speed of application improves greatly, also provides the failure-free assurance for construction safety.
In order to solve the existing problem of background technology, the utility model is by the following technical solutions: it is made up of truss platform 1 and electric up-down platform 2, two opposed side edges of truss platform 1 are provided with electric up-down platform 2, and electric up-down platform 2 is captiveed joint with truss platform 1.
Described truss platform 1 comprises truss secondary beam 1-1 and truss girder 1-2, and horizontally disposed truss secondary beam 1-1 is captiveed joint with vertically disposed truss girder 1-2.
Described electric up-down platform 2 comprises column 2-1, three cantilevered corner beam 2-2, motor 2-3, base 2-4 and attached wall bar 2-5, column 2-1 is vertically set on the base 2-4, motor 2-3 is arranged on the side of column 2-1, the side of column 2-1 evenly is provided with several attached wall bars 2-5, three cantilevered corner beam 2-2 can slide up and down to be arranged on the side of column 2-1, and captive joint with truss girder 1-2 and to become one.
Three cantilevered corner beam 2-2 by truss girder 1-2 and electric up-down platform 2 fuse, and below truss platform 1 grille guard 3 are installed, and form a liftable truss platform, construct on truss in order to operating personal to be provided.Can be by motor 2-3 with three cantilevered corner beam 2-2 along column 2-1 lifting, after three cantilevered corner beam 2-2 of truss girder 1-2 and electric up-down platform 2 fused, truss platform 1 just can up promote; After truss platform 1 promotes and puts in place, fix with building structure on one side by steel rope, another side is connected off-load with truss platform 1, sets up a service platform with steel pipe scaffold again on truss platform 1, and the workmen can carry out the construction at building structure top on service platform.
The utlity model has following advantage:
1, to set up speed fast, convenient and reliable for the truss platform;
2, utilize the electric up-down platform that the truss platform is promoted to the top that needs operation, promote the efficient height, compare with conventional construction method and significantly reduced the work capacity that the workman builds a framework;
3, provide the failure-free guarantee for construction safety.
Description of drawings:
Fig. 1 is a structural representation of the present utility model,
Fig. 2 be the A-A of Fig. 1 to cutaway view,
Fig. 3 is an electric up-down flat-bed structural representation in the utility model,
Fig. 4 is the left view of Fig. 3.
The specific embodiment:
With reference to Fig. 1-4, this specific embodiment by the following technical solutions: it is made up of truss platform 1 and electric up-down platform 2, and two opposed side edges of truss platform 1 are provided with electric up-down platform 2, and electric up-down platform 2 is captiveed joint with truss platform 1.
Described truss platform 1 comprises truss secondary beam 1-1 and truss girder 1-2, and horizontally disposed truss secondary beam 1-1 is captiveed joint with vertically disposed truss girder 1-2.
Described electric up-down platform 2 comprises column 2-1, three cantilevered corner beam 2-2, motor 2-3, base 2-4 and attached wall bar 2-5, column 2-1 is vertically set on the base 2-4, motor 2-3 is arranged on the side of column 2-1, the side of column 2-1 evenly is provided with several attached wall bars 2-5, three cantilevered corner beam 2-2 can slide up and down to be arranged on the side of column 2-1, and captive joint with truss girder 1-2 and to become one.
Three cantilevered corner beam 2-2 by truss girder 1-2 and electric up-down platform 2 fuse, and below truss platform 1 grille guard 3 are installed, and form a liftable truss platform, construct on truss in order to operating personal to be provided.Can be by motor 2-3 with three cantilevered corner beam 2-2 along column 2-1 lifting, after three cantilevered corner beam 2-2 of truss girder 1-2 and electric up-down platform 2 fused, truss platform 1 just can up promote; After truss platform 1 promotes and puts in place, fix with building structure on one side by steel rope, another side is connected off-load with truss platform 1, sets up a service platform with steel pipe scaffold again on truss platform 1, and the workmen can carry out the construction at building structure top on service platform.
This specific embodiment can provide a safe and reliable operation platform for the construction of high spatial top, landing the construction technology of full scaffolding with tradition compares, significantly reduced raw-material consumption, have safe and reliable, improve the advantage of operating efficiency, not only speed of application improves greatly, also provides the failure-free assurance for construction safety.
Claims (3)
1. the truss-like platform bont of large space top construction, it is characterized in that it is made up of truss platform (1) and electric up-down platform (2), two opposed side edges of truss platform (1) are provided with electric up-down platform (2), and electric up-down platform (2) is captiveed joint with truss platform (1).
2. the truss-like platform bont of a kind of large space according to claim 1 top construction, it is characterized in that described truss platform (1) comprises truss secondary beam (1-1) and truss girder (1-2), horizontally disposed truss secondary beam (1-1) is captiveed joint with vertically disposed truss girder (1-2).
3. the truss-like platform bont of a kind of large space according to claim 1 top construction, it is characterized in that described electric up-down platform (2) comprises column (2-1), three cantilevered corner beams (2-2), motor (2-3), base (2-4) and attached wall bar (2-5), column (2-1) is vertically set on the base (2-4), motor (2-3) is arranged on a side of column (2-1), the side of column (2-1) evenly is provided with several attached wall bars (2-5), three cantilevered corner beams (2-2) can slide up and down to be arranged on a side of column (2-1), and captive joint with truss girder (1-2) and to become one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202720521U CN201729631U (en) | 2010-07-27 | 2010-07-27 | Truss type platform lifting device for constructing on top portions of tall and big spaces |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202720521U CN201729631U (en) | 2010-07-27 | 2010-07-27 | Truss type platform lifting device for constructing on top portions of tall and big spaces |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201729631U true CN201729631U (en) | 2011-02-02 |
Family
ID=43520787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202720521U Expired - Fee Related CN201729631U (en) | 2010-07-27 | 2010-07-27 | Truss type platform lifting device for constructing on top portions of tall and big spaces |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201729631U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104118825A (en) * | 2013-04-24 | 2014-10-29 | 上海道多汽车设备有限公司 | Workpiece descending belt lifter for automobile body side conveying line |
| CN108277985A (en) * | 2018-02-11 | 2018-07-13 | 深圳市卓越工业化智能建造开发有限公司 | A kind of high-building construction ancillary equipment |
| CN109594462A (en) * | 2018-12-14 | 2019-04-09 | 大连中远海运重工有限公司 | Overlength span is walked on stage structure without sub-truss formula |
-
2010
- 2010-07-27 CN CN2010202720521U patent/CN201729631U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104118825A (en) * | 2013-04-24 | 2014-10-29 | 上海道多汽车设备有限公司 | Workpiece descending belt lifter for automobile body side conveying line |
| CN108277985A (en) * | 2018-02-11 | 2018-07-13 | 深圳市卓越工业化智能建造开发有限公司 | A kind of high-building construction ancillary equipment |
| CN109594462A (en) * | 2018-12-14 | 2019-04-09 | 大连中远海运重工有限公司 | Overlength span is walked on stage structure without sub-truss formula |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110202 Termination date: 20150727 |
|
| EXPY | Termination of patent right or utility model |