CN203113826U - Double-machine hoisting steel truss temporary supporting device - Google Patents
Double-machine hoisting steel truss temporary supporting device Download PDFInfo
- Publication number
- CN203113826U CN203113826U CN 201320131470 CN201320131470U CN203113826U CN 203113826 U CN203113826 U CN 203113826U CN 201320131470 CN201320131470 CN 201320131470 CN 201320131470 U CN201320131470 U CN 201320131470U CN 203113826 U CN203113826 U CN 203113826U
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- CN
- China
- Prior art keywords
- supporting device
- steel truss
- double
- temporary supporting
- machine hoisting
- 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.)
- Expired - Lifetime
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a supporting device used for construction, in particular to a double-machine hoisting steel truss temporary supporting device which resolves the problems that an existing supporting device is prone to deformation when installed, large in occupied space, complex in work procedure, long in construction period, and high in difficulty of installation and detachment. The double-machine hoisting steel truss temporary supporting device comprises lattice-type cylindrical pipes arranged at four corners of a square, and a transverse lacing bar and an inclined lacing bar which are connected with every two adjacent cylindrical pipes are arranged between the two adjacent cylindrical pipes. The double-machine hoisting steel truss temporary supporting device is reasonable and reliable in structural design, largely reduces on-site loss, relieves the workload on a construction site, improves on-site finished product assembly, effectively relieves labor intensity, and improves efficiency. In addition, the temporary supporting device is small enough in deformation amount in the hoisting process, guarantees the integration and stability of sections of a steel truss, has the advantages of being easy to install and detach, short in construction period, strong in interchangeability of components, low in cost and good in safety performance, and is capable of meeting the hosting stress requirements of various long-span and unique steel truss structures.
Description
Technical field
The utility model relates to construction and uses bracing or strutting arrangement, is specially a kind of two-shipper and lifts steel mesh frame supporting apparatus.
Background technology
At present, the interim support of adopting when the large-span steel space truss structure is installed is on-the-spot assembling, needs before the assembling with the vehicles steel to be carried to the assembling zone, and steel are carried out unwrapping wire, determines the length of single member, and the instrument of re-using cuts.After treating that finished-product material completes, can begin assembly unit work.Owing to the steel member is longer, the support force inequality is wanted earlier it is stood up and can be made in many places and the generation distortion in the mode of lying on one's side during lifting temporarily when supporting assembly unit, be unfavorable for lifting and location, and have occupied ground big, the production process complexity, long in time limit, mount and dismount weakness such as difficulty is big.
Summary of the invention
The utility model produces easily when installing in order to solve existing bracing or strutting arrangement that distortion and occupied ground are big, complex procedures, long in time limit and problem that the installing/dismounting difficulty is big, provides a kind of two-shipper to lift steel mesh frame supporting apparatus.
The utility model is to adopt following technical scheme to realize: two-shipper lifts steel mesh frame supporting apparatus, comprises the lattice cylindrical tube that is arranged on four bights of square, is provided with the horizontal lacing and the oblique lacing that are connected with both between adjacent two cylindrical tube.
Add man-hour, standard knot length is all carried out lattice according to actual elevation and requirement for bearing capacity and is supported checking computations temporarily, press the in-depth design size processing of standard knot then, before the lifting, can carry out scene assembling fast, overcome solve produce easily when existing bracing or strutting arrangement is installed that distortion and occupied ground are big, complex procedures, long in time limit and problem that the installing/dismounting difficulty is big.
The utility model reasonable in design is reliable, has significantly reduced on-the-spot loss, has reduced the workload of job site; Improve on-the-spot finished product assembly unit, reduced labour intensity effectively, improved effect; And make the distortion when temporarily being supported on lifting enough little, globality and the stability of rack segmentation have been guaranteed, have that peace is torn open easily, short construction period, component compatibility be strong, the advantage that cost is low, security performance is good can satisfy the lifting force request of the space truss structure of various large spans, moulding uniqueness.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Among the figure: 1-cylindrical tube, the horizontal lacing of 2-, the oblique lacing of 3-.
The specific embodiment
Two-shipper lifts steel mesh frame supporting apparatus, comprises the lattice cylindrical tube 1 that is arranged on four bights of square, is provided with the horizontal lacing 2 and the oblique lacing 3 that are connected with both between adjacent two cylindrical tube 1.
Claims (1)
1. a two-shipper lifts steel mesh frame supporting apparatus, it is characterized in that: comprise the lattice cylindrical tube (1) that is arranged on four bights of square, be provided with the horizontal lacing (2) and the oblique lacing (3) that are connected with both between adjacent two cylindrical tube (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320131470 CN203113826U (en) | 2013-03-22 | 2013-03-22 | Double-machine hoisting steel truss temporary supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320131470 CN203113826U (en) | 2013-03-22 | 2013-03-22 | Double-machine hoisting steel truss temporary supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203113826U true CN203113826U (en) | 2013-08-07 |
Family
ID=48894189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320131470 Expired - Lifetime CN203113826U (en) | 2013-03-22 | 2013-03-22 | Double-machine hoisting steel truss temporary supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203113826U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100105A (en) * | 2014-07-10 | 2014-10-15 | 青岛第一市政工程有限公司 | Assembled-type lattice load-bearing square pipe support |
| CN104763165A (en) * | 2015-04-21 | 2015-07-08 | 安徽建工集团有限公司 | Cement silo top steel net frame supporting structure and construction method thereof |
-
2013
- 2013-03-22 CN CN 201320131470 patent/CN203113826U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100105A (en) * | 2014-07-10 | 2014-10-15 | 青岛第一市政工程有限公司 | Assembled-type lattice load-bearing square pipe support |
| CN104763165A (en) * | 2015-04-21 | 2015-07-08 | 安徽建工集团有限公司 | Cement silo top steel net frame supporting structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130807 |
|
| CX01 | Expiry of patent term |