CN206328045U - A kind of steel structure truss self adaptation hoisting structure - Google Patents

A kind of steel structure truss self adaptation hoisting structure Download PDF

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Publication number
CN206328045U
CN206328045U CN201621429347.9U CN201621429347U CN206328045U CN 206328045 U CN206328045 U CN 206328045U CN 201621429347 U CN201621429347 U CN 201621429347U CN 206328045 U CN206328045 U CN 206328045U
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China
Prior art keywords
steel
slide rail
hoisting
truss
steel structure
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Active
Application number
CN201621429347.9U
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Chinese (zh)
Inventor
黄欣
于长彬
陈国胜
赵静波
袁帅
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China Railway 18th Bureau Group Co Ltd
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China Railway 18th Bureau Group Co Ltd
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Priority to CN201621429347.9U priority Critical patent/CN206328045U/en
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Abstract

A kind of steel structure truss self adaptation hoisting structure, the hoisting structure includes sliding panel, slide rail, link, bail;Steel structure truss is treats suspension bracket, and suspension hook is connected by steel wire rope with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss;The utility model can effectively reduce the abrasion of steel wire rope, it is ensured that the not compact destruction of precast beam concrete roof, and this hoisting structure is simple, effectively, safe and reliable.Dynamic plate of the present utility model plays pressure-bearing effect with slide rail, prevents steel structure truss local pressure, it is ensured that the stability of its stress, while also reducing the destroyed possibility of steel structure truss.Between sliding panel and slide rail, the adjustment structure of self adaptation is constituted between steel wire rope and bail, the convenient position to suspension centre is controlled, reduce cost, lifting security.

Description

A kind of steel structure truss self adaptation hoisting structure
Technical field
The utility model is directed to a kind of Universal hanger of the steel structure truss in erection process, can preferably transmit power, protects Protect steel structure truss, eliminate because suspender is improper destroy steel structure truss or damage steel wire rope the problem of;Belong to steel construction purlin Frame hoisting technology field.
Background technology
At present, known steel structure truss lifting institute is all to be located at fixed position, suspender hoisting point position using suspender suspension centre It can not freely be adjusted for the width and size of different steel structure truss, cause steel wire rope easily to damage, and be easily destroyed steel knot Structure truss.
Utility model content
In order to overcome existing suspender suspension centre effectively to adapt to the shortcoming of different steel structure truss width and size, this practicality A kind of new suspender of offer, the suspender can reach according to the steel structure truss width adjust automatically suspender hoisting point position of lifting Self-balancing, can effectively protect steel wire rope injury-free, protect the entirety of steel structure truss not to be extruded destruction.
To achieve the above object, the technical solution adopted in the utility model is that a kind of steel structure truss self adaptation lifts knot Structure, the hoisting structure includes sliding panel 2, slide rail 3, link 4, bail 5;Steel structure truss 1 is treats suspension bracket, and suspension hook 6 passes through steel Cord 7 is connected with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss 1;The symmetrical bind of slide rail 3 is in steel construction Link 4, balance and stably of the link 4 to ensure slide rail 3 are provided between the two bottom sides of truss 1, slide rail 3;Sliding panel 2 with Slide rail 3 is equidistantly fixed on the bottom of sliding panel 2 by the sliding connection in horizontal direction, each bail 5.
Lifting angle between steel wire rope 7 and vertical direction is 0 ° -35 °.
Lock-screw is provided between sliding panel 2 and slide rail 3.
The beneficial effects of the utility model are can to effectively reduce the abrasion of steel wire rope, it is ensured that precast beam top board coagulation The not compact destruction of soil, this hoisting structure is simple, effectively, safe and reliable.
Dynamic plate of the present utility model and slide rail play pressure-bearing effect, prevent steel structure truss local pressure, it is ensured that its by The stability of power, while also reducing the destroyed possibility of steel structure truss.
Between sliding panel and slide rail, the adjustment structure of self adaptation, the convenient position to suspension centre are constituted between steel wire rope and bail Control is put, cost, lifting security is reduced.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model device.
In figure:1st, steel structure truss;2nd, sliding panel;3rd, slide rail;4th, link;5th, bail;6th, suspension hook;7th, steel wire rope.
Embodiment
As shown in figure 1, a kind of steel structure truss self adaptation hoisting structure, the spacing of bail 5 is carried out according to 15-20cm spacing Set, the hoisting structure includes sliding panel 2, slide rail 3, link 4, bail 5;Steel structure truss 1 is treats suspension bracket, and suspension hook 6 passes through Steel wire rope 7 is connected with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss 1;The symmetrical bind of slide rail 3 is in steel knot Link 4, balance and stably of the link 4 to ensure slide rail 3 are provided between the two bottom sides of structure truss 1, slide rail 3;Sliding panel 2 With slide rail 3 by the sliding connection in horizontal direction, each bail 5 is equidistantly fixed on the bottom of sliding panel 2.
The specific implementation step of the hoisting structure is as follows,
By steel wire rope from the pocket of steel structure truss bottom, steel wire rope two ends are respectively fitted on suspension hook 6, by adjusting slide rail 3rd, the cooperation position between link 4, the angle between adjusting lift hook 6 and steel wire rope 7 and steel structure truss 1;Steel wire rope 7 is installed When, it is ensured that in the symmetrical of two suspension hooks 6, according to the size of steel structure truss, selection is set as card in suitable hang in angular region Card contact between nail 5 and steel wire rope 7.
When 1 liang of card contact of steel structure truss is respectively mounted and after fix in position, lifting appliance control suspension hook 6 is lifted, and is completed Hang process.

Claims (3)

1. a kind of steel structure truss self adaptation hoisting structure, it is characterised in that:The hoisting structure includes sliding panel (2), slide rail (3), link (4), bail (5);Steel structure truss (1) is treats suspension bracket, and suspension hook (6) is connected by steel wire rope (7) and hoisting structure Connect, hoisting structure is arranged on the two bottom sides of steel structure truss (1);The symmetrical bind of slide rail (3) is in steel structure truss (1) bottom two Link (4), balance and stably of the link (4) to ensure slide rail (3) are provided between side, slide rail (3);Sliding panel (2) with Slide rail (3) is equidistantly fixed on the bottom of sliding panel (2) by the sliding connection in horizontal direction, each bail (5).
2. a kind of steel structure truss self adaptation hoisting structure according to claim 1, it is characterised in that:Steel wire rope (7) with Lifting angle between vertical direction is 0 ° -35 °.
3. a kind of steel structure truss self adaptation hoisting structure according to claim 1, it is characterised in that:Sliding panel (2) with Lock-screw is provided between slide rail (3).
CN201621429347.9U 2016-12-24 2016-12-24 A kind of steel structure truss self adaptation hoisting structure Active CN206328045U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621429347.9U CN206328045U (en) 2016-12-24 2016-12-24 A kind of steel structure truss self adaptation hoisting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621429347.9U CN206328045U (en) 2016-12-24 2016-12-24 A kind of steel structure truss self adaptation hoisting structure

Publications (1)

Publication Number Publication Date
CN206328045U true CN206328045U (en) 2017-07-14

Family

ID=59291665

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621429347.9U Active CN206328045U (en) 2016-12-24 2016-12-24 A kind of steel structure truss self adaptation hoisting structure

Country Status (1)

Country Link
CN (1) CN206328045U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108557632A (en) * 2017-12-14 2018-09-21 江苏科技大学 Loader-digger digging arm assembles lifting tooling

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108557632A (en) * 2017-12-14 2018-09-21 江苏科技大学 Loader-digger digging arm assembles lifting tooling
CN108557632B (en) * 2017-12-14 2019-11-19 江苏科技大学 Loader-digger digging arm assembles lifting tooling

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