CN203626227U - Unloading structure of cantilever scaffold - Google Patents
Unloading structure of cantilever scaffold Download PDFInfo
- Publication number
- CN203626227U CN203626227U CN201320834031.8U CN201320834031U CN203626227U CN 203626227 U CN203626227 U CN 203626227U CN 201320834031 U CN201320834031 U CN 201320834031U CN 203626227 U CN203626227 U CN 203626227U
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- China
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- supporting plate
- cantilever
- unloading
- gripper shoe
- bar
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Abstract
The utility model discloses an unloading structure of a cantilever scaffold. The structure comprises a cantilever and a sleeve vertically connected with the end of the cantilever. The structure is characterized in that a supporting plate is welded to the bottom of the sleeve, and the supporting plate is detachably connected with the end of the cantilever; the inner side of the supporting plate is provided with a pull ring, and the pull ring is welded to the periphery of the supporting plate. An I-bar is adopted to serve as an unloading main rod, the end of the I-bar is provided with the detachable supporting plate, and the sleeve capable of being connected with a scaffold steel tube and the pull ring capable of serving as an unloading steel wire rope pull point are welded to the supporting plate. When the unloading structure is used, people only need to fixedly connect the supporting plate to the I-bar through a bolt, and accordingly the unloading structure of a cantilever structure of the cantilever scaffold is formed. After the unloading structure is used, people only need to detach the supporting plate, the I-bar can be used for other purposes or be used repeatedly as circulating materials, the circulation efficiency of the materials is improved, and the utilization rate of the cantilever is improved. The unloading structure is simple and reliable, easy and convenient to operate, good in safety and low in cost.
Description
Technical field
The utility model relates to the unloading-structure of a kind of builder's jack, particularly a kind of builder's jack.
Background technology
Existing overhanging scaffold construction, general channel-section steel or the i iron of adopting in bottom is as Cantilever Beams, in order to guarantee that top suspension scaffold load is effectively passed to Cantilever Beams, generally adopt and directly Socket welding is connected on to the structure on shaped steel, because the elongated needs of scaffold building width design according to engineering is actual, therefore sleeve pipe welding position is at every turn all different, and the Cantilever Beams turnover service efficiency of welding fabrication is low; Simultaneously in engineering is used, in order to guarantee construction safety, need to take reinforcement measure for corner, the positions such as mouth that punch, conventionally adopt wire rope to socket in suspension scaffold end, because shaped steel end is without reliable tie point, on-site construction operations inconvenience, fixed form often adopts the steel wire colligation of revealing all the details, and has left potential safety hazard to construction.
Utility model content
The utility model provides a kind of unloading-structure of builder's jack for solving the technical problem existing in known technology, adopt this structure can improve all transfer efficients of material, improves the utilization rate of Cantilever Beams.
The technical scheme that the utility model is taked for the technical problem existing in solution known technology is: a kind of unloading-structure of builder's jack, comprise Cantilever Beams and with its end sleeve pipe connected vertically, described sleeve bottom is welded with gripper shoe, described gripper shoe and Cantilever Beams end be connected to releasable connection; Be provided with draw ring, surrounding's welding of described draw ring and described gripper shoe in described gripper shoe inner side.
Described gripper shoe and described Cantilever Beams end are bolted.
Described Cantilever Beams adopts i iron to form.
Advantage and the good effect that the utlity model has are: adopting i iron is off-load main rod, in i iron end, dismountable gripper shoe is set, the sleeve pipe that in gripper shoe, welding can be connected with scaffolding steel pipe and the draw ring that can be used as off-load wire rope drawknot point, when use, only gripper shoe need be adopted bolt be fixedly connected on i iron, can form the unloading-structure of builder's jack cantilevered structure; After using, only need to remove gripper shoe, i iron can drop into other uses or as circulation material recycling, improve all transfer efficients of material, has improved the utilization rate of Cantilever Beams.And the utility model is simple and reliable for structure, easy and simple to handle, safety is good, and cost is low.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the lateral view of Fig. 1.
In figure: 1, Cantilever Beams; 2, draw ring; 3, bolt; 4, sleeve pipe; 5, gripper shoe.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1～Fig. 3, a kind of unloading-structure of builder's jack, comprise Cantilever Beams 1 and with its end sleeve pipe 4 connected vertically, described sleeve pipe 4 bottom weldings have gripper shoe 5, the releasable connection that is connected to of described gripper shoe 5 and Cantilever Beams end; Be provided with draw ring 2 in described gripper shoe 5 inner sides, surrounding's welding of described draw ring 2 and described gripper shoe 5.Described sleeve pipe 4 can directly be connected with scaffold upright rod, and convenient fixing scaffold upright rod, guarantees construction safety, and the draw ring in described gripper shoe 5, can be used as the drawknot point that off-load wire rope connects, and guarantees that support body load effectively transmits, and guarantees that construction is used safety.
In the present embodiment, described gripper shoe 5 is connected by bolt 3 with described Cantilever Beams end.Described Cantilever Beams 1 adopts i iron to form.
Although by reference to the accompanying drawings preferred embodiment of the present utility model is described above; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not departing from the scope situation that the utility model aim and claim protect, can also make a lot of forms, within these all belong to protection domain of the present utility model.
Claims (3)
1. a unloading-structure for builder's jack, comprise Cantilever Beams and with its end sleeve pipe connected vertically, it is characterized in that, described sleeve bottom is welded with gripper shoe, described gripper shoe and Cantilever Beams end be connected to releasable connection; Be provided with draw ring, surrounding's welding of described draw ring and described gripper shoe in described gripper shoe inner side.
2. the unloading-structure of builder's jack according to claim 1, is characterized in that, described gripper shoe and described Cantilever Beams end are bolted.
3. the unloading-structure of builder's jack according to claim 1, is characterized in that, described Cantilever Beams adopts i iron to form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320834031.8U CN203626227U (en) | 2013-12-13 | 2013-12-13 | Unloading structure of cantilever scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320834031.8U CN203626227U (en) | 2013-12-13 | 2013-12-13 | Unloading structure of cantilever scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626227U true CN203626227U (en) | 2014-06-04 |
Family
ID=50812718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320834031.8U Expired - Fee Related CN203626227U (en) | 2013-12-13 | 2013-12-13 | Unloading structure of cantilever scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203626227U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472560A (en) * | 2020-04-29 | 2020-07-31 | 中国十七冶集团有限公司 | Installation method of steel wire rope hanging ring of overhanging discharging steel platform |
-
2013
- 2013-12-13 CN CN201320834031.8U patent/CN203626227U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472560A (en) * | 2020-04-29 | 2020-07-31 | 中国十七冶集团有限公司 | Installation method of steel wire rope hanging ring of overhanging discharging steel platform |
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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: 20140604 Termination date: 20201213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |