CN206447498U - Large Tube truss Steel Structure purlin lifting gin pole - Google Patents
Large Tube truss Steel Structure purlin lifting gin pole Download PDFInfo
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- CN206447498U CN206447498U CN201720067553.8U CN201720067553U CN206447498U CN 206447498 U CN206447498 U CN 206447498U CN 201720067553 U CN201720067553 U CN 201720067553U CN 206447498 U CN206447498 U CN 206447498U
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- steel
- gin pole
- chassis
- large tube
- tube truss
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Abstract
The utility model provides a kind of Large Tube truss Steel Structure purlin lifting gin pole, it is welded using shaped steel, seamless steel pipe and steel plate, mobile position is connected using 4 movable wheels with chassis, chassis is welded into sphere of movements for the elephants type structure, being divided into the middle of mainmast at 3 points sets support and lashing to fix, secondary bar arm does triangularity flower stand, and sets pulley and sheave in middle and end, while mainmast is connected with secondary bar arm with axle.The utility model is removable, adjustable height, the omnidirectional hoisting instrument of adjustable lifting radius, can carry out height below 18 meters, the lifting device of steel structure member of the weight within 1000kg.
Description
Technical field
The utility model is related to mechanical field, specifically, is related to a kind of gin pole of Large Tube truss Steel Structure.
Background technology
Tube truss structure is a kind of architecture structure form emerging in recent years.Tubular truss, refers to round bar part in end phase
The grid structures for connecting and constituting.Tube truss structure is with a slim and graceful figure, handsome in appearance, easily builds longspan structure, inside
Space is big, in public and civil building, especially in large-scale exhibitions and construction of stadium and gymnasium, has before the development of wide popularization and application
Scape.
The installation of the partial component of tube truss structure such as purlin, because its quantity is more, installation site is more dispersed etc., its
Installation progress directly affects the construction of follow-up roofworks.But be limited to some positions (floor) component (purlin) setting height(from bottom) and
The reasons such as position, cause common crane can not lift or too slow etc. influence project progress of other equipment lifting.
Utility model content
The utility model provides a kind of Large Tube truss Steel Structure purlin lifting gin pole, removable, adjustable
The omnidirectional hoisting instrument of section height, adjustable lifting radius, can carry out height below 18 meters, weight is within 1000kg
The lifting device of steel structure member.
The Large Tube truss Steel Structure purlin lifting gin pole of the utility model one side, using shaped steel, nothing
Seam steel pipe and steel plate are welded, and mobile position is connected using movable wheel with chassis, and chassis is welded into sphere of movements for the elephants type structure, main
Being divided into the middle of mast at 3 points sets support and lashing to fix, and secondary bar arm does triangularity flower stand, and sets cunning in middle and end
Wheel and sheave, while mainmast is connected with secondary bar arm with axle.
Preferably, a steel pipe is welded on chassis, mainmast is inserted in the steel pipe.
Preferably, mast lifting Φ 15mm steel wire ropes.
Preferably, lifted at Lift hook using 5 tons of movable pulleys.
Preferably, the angle adjustment of secondary bar arm uses Φ 15mm steel wire ropes, is connected with 5 tons of chain blocks on chassis.
The utility model technique effect：The gin pole is used to be restricted position (such as cast-in-situ floor) steel structure member
Or the lifting of equipment, hoisting height is applicable within 20 meters, and weight 1000kg is with lower member for lifting.With economical rationality, safety
Practical, workable the characteristics of.
Under conditions of crane can not be arrived, prior art is generally manually lifted with jack, and safety coefficient is low, operating efficiency
It is low.It is less economical using large-scale crane lifting.And the lifting of this gin pole is used, with displacement is convenient, strong applicability and can
Improve operating efficiency, it is ensured that the installation progress of engineering, in-site installation safety management requirement can be reached.
Brief description of the drawings
By the way that embodiment is described with reference to accompanying drawings below, features described above of the present utility model and technological merit will
Become more fully apparent and be readily appreciated that.
Fig. 1 is the gin pole schematic diagram of the utility model embodiment.
Embodiment
Embodiment described in the utility model described below with reference to the accompanying drawings.One of ordinary skill in the art can recognize
Know, can be with a variety of modes or its combination to institute in the case of without departing from spirit and scope of the present utility model
The embodiment of description is modified.Therefore, accompanying drawing and description are inherently illustrative, rather than for limiting claim
Protection domain.In addition, in this manual, accompanying drawing is drawn not in scale, and identical reference represents identical portion
Point.
The present embodiment is described in detail with reference to Fig. 1.
Large Tube truss Steel Structure purlin lifting gin pole described in the utility model, using shaped steel, seamless steel
Pipe and steel plate are welded, and mobile position is connected using four movable wheels 5 with chassis 1.Chassis 1 is welded into 6 using 14# channel-section steels
The sphere of movements for the elephants type structure of * 6 meters of rice, can suitably be reinforced according to lifting object weight.Mainmast 2 makes of Φ 168*8 seamless steel pipes, in
Between be divided into 3 points set support and lashing fix, Φ 89*5mm steel pipe supports it is each 120 degree arrange.Secondary bar arm 3 with Φ 89*5 without
Seam steel pipe, 8# channel-section steels, the angle steel of ∠ 50 do triangularity flower stand, long 8.5 meters, and set pulley and sheave in middle and end, main
The bottom of mast 2 and the 800*800*20mm of chassis 1 Interal fixation.Mainmast 2 is connected with secondary bar arm 3 with Φ 89*5 axle 8 simultaneously
Connect.
To ensure that mast can be turned round, Φ 219*16 steel pipe is welded on chassis 1, long 900mm, mainmast 2 makes
After the completion of insert in the steel pipe 5.It is arranged on 2 tons of hoist engines 6 on chassis.Lifting position is moved in the gin pole
After set, chassis, and as far as possible many increase lifting surface areas are propped with cushion block special, it is ensured that mast system is stable.
Mast lifting Φ 15mm steel wire ropes 4 (6 (stock) × 37 (root)).To ensure to use one 5 tons at safety, Lift hook
Movable pulley is lifted.The angle adjustment of secondary bar is equally using Φ 15mm steel wire ropes 4 (6 (stock) × 37 (root)) and 5 on chassis
Ton chain block 7 is connected.
The gin pole is used to be restricted the lifting of position (such as cast-in-situ floor) steel structure member or equipment, is applicable and hangs
Dress height is within 20 meters, and weight 1000kg is with lower member for lifting.With economical rationality, safe and practical, workable spy
Point.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this area
Technical staff for, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle within,
Any modification, equivalent substitution and improvements made etc., should be included within protection domain of the present utility model.
Claims (5)
1. a kind of Large Tube truss Steel Structure purlin lifting gin pole, it is characterised in that including：Using shaped steel, seamless
Steel pipe and steel plate are welded, and mobile position is connected using movable wheel with chassis, and chassis is welded into sphere of movements for the elephants type structure, mainmast
Being divided into the middle of bar at 3 points sets support and lashing to fix, and secondary bar arm does triangularity flower stand, and sets pulley in middle and end
And sheave, while mainmast is connected with secondary bar arm with axle.
2. Large Tube truss Steel Structure purlin lifting gin pole according to claim 1, it is characterised in that
A steel pipe is welded on chassis, mainmast is inserted in the steel pipe.
3. Large Tube truss Steel Structure purlin lifting gin pole according to claim 1, it is characterised in that
Mast lifting Φ 15mm steel wire ropes.
4. Large Tube truss Steel Structure purlin lifting gin pole according to claim 1, it is characterised in that
Lifted at Lift hook using 5 tons of movable pulleys.
5. Large Tube truss Steel Structure purlin lifting gin pole according to claim 1, it is characterised in that
The angle adjustment of secondary bar arm uses Φ 15mm steel wire ropes, is connected with 5 tons of chain blocks on chassis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720067553.8U CN206447498U (en) | 2017-01-18 | 2017-01-18 | Large Tube truss Steel Structure purlin lifting gin pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720067553.8U CN206447498U (en) | 2017-01-18 | 2017-01-18 | Large Tube truss Steel Structure purlin lifting gin pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206447498U true CN206447498U (en) | 2017-08-29 |
Family
ID=59666912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720067553.8U Active CN206447498U (en) | 2017-01-18 | 2017-01-18 | Large Tube truss Steel Structure purlin lifting gin pole |
Country Status (1)
| Country | Link |
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| CN (1) | CN206447498U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107662887A (en) * | 2017-11-06 | 2018-02-06 | 山东电力建设第工程公司 | A kind of portable supplies installation construction device |
| CN110512910A (en) * | 2019-08-30 | 2019-11-29 | 中国十七冶集团有限公司 | A kind of steel-making main building height integrally increases installation method across steel construction |
-
2017
- 2017-01-18 CN CN201720067553.8U patent/CN206447498U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107662887A (en) * | 2017-11-06 | 2018-02-06 | 山东电力建设第工程公司 | A kind of portable supplies installation construction device |
| CN110512910A (en) * | 2019-08-30 | 2019-11-29 | 中国十七冶集团有限公司 | A kind of steel-making main building height integrally increases installation method across steel construction |
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