CN206844684U - A kind of over-long roof plate suspension bracket - Google Patents

A kind of over-long roof plate suspension bracket Download PDF

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Publication number
CN206844684U
CN206844684U CN201720711628.1U CN201720711628U CN206844684U CN 206844684 U CN206844684 U CN 206844684U CN 201720711628 U CN201720711628 U CN 201720711628U CN 206844684 U CN206844684 U CN 206844684U
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CN
China
Prior art keywords
vertical rod
girder
main
lifting point
suspension bracket
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 - Fee Related
Application number
CN201720711628.1U
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Chinese (zh)
Inventor
蒋正韦
乐运红
张开广
程鹏军
孙海全
田瑜
陈靖敏
张祖来
钟剑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Gezhouba Group Three Gorges Construction Engineering Co Ltd
Original Assignee
China Gezhouba Group Three Gorges Construction Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Gezhouba Group Three Gorges Construction Engineering Co Ltd filed Critical China Gezhouba Group Three Gorges Construction Engineering Co Ltd
Priority to CN201720711628.1U priority Critical patent/CN206844684U/en
Application granted granted Critical
Publication of CN206844684U publication Critical patent/CN206844684U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of over-long roof plate suspension bracket, the bottom end face of girder is equidistantly welded with more secondary beams, the middle part of the girder is fixed with the first vertical rod, main cant beam is installed between the top of first vertical rod and the upper top surface of girder, truss-like web member structure is welded between the main cant beam and girder;The girder and the positional symmetry of main cant beam contact are provided with the first lifting point and the second lifting point, main lifting point is provided with the top of two main cant beams, the first steel wire rope is fixed with first lifting point, the second steel wire rope is fixed with second lifting point, main rope is fixed with main lifting point.It can ensure that single handling amount is big in the case where not damaging compressing metal roofing board using this suspension bracket, metal roofing board loading, unloading are convenient, securely and reliably.

Description

A kind of over-long roof plate suspension bracket
Technical field
A kind of over-long roof plate suspension bracket is the utility model is related to, belongs to engineering construction servicing unit field.
Background technology
When the Roof Design of steel house top rack is metal roofing board, roofing is non-accessible roof, can bearing load compared with It is small, it is big because cutting trigger squeeze weight, it is impossible to be directly placed at roofing and make metal roofing board, ground need to be arranged in by volume by cutting trigger squeeze It is compressing to fill metal roofing board length as needed, roofing installation is then transported to using hanging device.
In handling installation process, transported according to hanging basket, because metal roofing board length is more than 40m, metal roofing board The operating process such as loading, unloading are all very inconvenient;According to suspender belt bundle handling, because compressing metal roofing board material compared with Thin, length can damage compressing metal roofing board more than 40m during handling;According to direct handling method by It is longer in its length, probably due to suspension centre selection is improper and deforms during handling, influence follow-up normal mounting.
Therefore, traditional method be not used to over-long roof plate lifting and hauling operation, it is necessary to design roof boarding Suspension bracket.
Utility model content
Technical problem to be solved in the utility model, it is to provide a kind of overlength metal roofing board suspension bracket, using this suspension bracket It can ensure that single handling amount is big in the case where not damaging compressing metal roofing board, metal roofing board loading, unloading side Just, securely and reliably.
In order to realize above-mentioned technical characteristic, what the purpose of this utility model was realized in:A kind of over-long roof plate is hung Frame, it includes girder, and the bottom end face of the girder is equidistantly welded with more secondary beams, and the middle part of the girder is fixed with First vertical rod, main cant beam, the main cant beam are installed between the top of first vertical rod and the upper top surface of girder Truss-like web member structure is welded between girder;The girder and the positional symmetry of main cant beam contact are provided with first and hung Decorate with the second lifting point, main lifting point is provided with the top of two main cant beams, is fixed with first lifting point First steel wire rope, the second steel wire rope is fixed with second lifting point, be fixed with main rope on main lifting point, described The top of one steel wire rope, the second steel wire rope and main rope is hooked on main suspension hook simultaneously, and the main suspension hook is by lifting by crane steel wire Rope is connected with tower crane.
The truss-like web member structure is weldingly fixed on the upper top surface of girder using symmetrical mode, and it is vertical that it includes first Bar, the second vertical rod, the 3rd vertical rod and the 4th vertical rod, the first brace is welded between first vertical rod and the second vertical rod;It is described The second brace is welded between second vertical rod and the 3rd vertical rod;It is oblique that the 3rd is welded between 3rd vertical rod and the 4th vertical rod Bar;The 4th brace is welded between 4th vertical rod and the first vertical rod.
Roof boarding is fixed on its bottom by the lower surface of the girder by more suspender belts.
The girder, secondary beam, main cant beam and the first vertical rod use I-steel.
The rod member of the truss-like web member structure uses channel-section steel.
Using being connected with pull rope on process middle girder.
The utility model has the advantages that:
1st, using overlength metal roofing board suspension bracket of the present utility model, ensureing that compressing metal house will not be damaged In the case of panel, different length metal roofing board handling is suitable for, metal roofing board loading, unloading side big with single handling amount Just, handling efficiency high, the characteristics of lifting safety is reliable.
2nd, overlength metal roofing board suspension bracket, solve and cut trigger squeeze and cannot be placed straight above that non-accessible roof makes metal house Panel, metal roofing board loading, unloading are inconvenient, the problems such as compressing metal roofing board are easily damaged during handling.
3rd, overlength metal roofing board suspension bracket, single handling amount is big, and metal roofing board loading, unloading are convenient, improve efficiency of construction; Compressing metal roofing board will not be damaged, ensure that metal roofing board construction quality.
4th, when overlength metal roofing board suspension bracket is unloaded, suspension bracket need not drop down onto roofing, it is only necessary to drop down onto metal roofing board After roofing, untiing suspender belt can complete to unload, and lifting safety is reliable;The metal roofing board handling of different length is applicable to, week Turn utilization rate height, save construction cost.
5th, the utility model be particularly suitable for use in non-accessible roof it is compressing overlength metal roofing board lifting.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 overall structure front views of the present utility model.
Fig. 2 overall structure top views of the present utility model.
Fig. 3 hoisting process schematic diagrames of the present utility model.
In figure:Girder 1, secondary beam 2, the first steel wire rope 3, main rope 4, main suspension hook 5, the second steel wire rope 6, main cant beam 7, One vertical rod 8, the first brace 9, the second vertical rod 10, the second brace 11, the 3rd vertical rod 12, the 3rd brace 13, the 4th vertical rod the 14, the 4th Brace 15, the first vertical rod 16, suspender belt 17, roof boarding 19, the first lifting point 20, main lifting point 21, the second lifting point 22.
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings.
Referring to Fig. 1-3, a kind of over-long roof plate suspension bracket, it includes girder 1, and the bottom end face of the girder 1 equidistantly welds Be connected to more secondary beams 2, the middle part of the girder 1 is fixed with the first vertical rod 16, the top of first vertical rod 16 and Main cant beam 7 is installed between the upper top surface of girder 1, truss-like web member is welded between the main cant beam 7 and girder 1 Structure;The positional symmetry of girder 1 and main cant beam 7 contact is provided with the first lifting point 20 and the second lifting point 22, at two The top of the main cant beam 7 is provided with main lifting point 21, is fixed with the first steel wire rope 3 on first lifting point 20, and described The second steel wire rope 6 is fixed with two lifting points 22, is fixed with main rope 4 on main lifting point 21, first steel wire rope 3, The top of second steel wire rope 6 and main rope 4 is hooked on main suspension hook 5 simultaneously, and the main suspension hook 5 passes through hoisting wirerope and tower Machine is connected.
Further, the truss-like web member structure is weldingly fixed on the upper top surface of girder 1 using symmetrical mode, and it is wrapped The first vertical rod 8, the second vertical rod 10, the 3rd vertical rod 12 and the 4th vertical rod 14 are included, is welded between the vertical rod 10 of the first vertical rod 8 and second It is connected to the first brace 9;The second brace 11 is welded between the vertical rod 12 of second vertical rod 10 and the 3rd;The He of 3rd vertical rod 12 The 3rd brace 13 is welded between 4th vertical rod 14;The 4th brace is welded between 4th vertical rod 14 and the first vertical rod 16 15。
Further, roof boarding 19 is fixed on its bottom by the lower surface of the girder 1 by more suspender belts 17.
Further, the girder 1, secondary beam 2, the vertical rod 16 of main cant beam 7 and first use I-steel.
Further, the rod member of the truss-like web member structure uses channel-section steel.
Further, using being connected with pull rope 18 on process middle girder 1.
The course of work and operation principle of the present utility model are:
Preparation method:
The utility model overlength metal roofing board 4 steps of suspension bracket point are carried out:
1st, prepare material and complete rod member blanking.
2nd, I-steel girder 1, I-steel secondary beam 2 are welded into bracket.
3rd, pallet top welds the first vertical rod 16, then welds main cant beam 7, then welded between main cant beam 7 and girder 1 Truss-like web member structure, finally constitute the overall structure of suspension bracket.
4th, main rope 4 is hung in the top design hanger of the first vertical rod 16, the first steel is fixed on the first lifting point 20 Cord 3, the second steel wire rope 6 is fixed on the second lifting point 22.
Application method:
Overlength metal roofing board suspension bracket is hung at the top of the neat metal roofing board of pile using tower is built, away from metal Roof Plate 50cm or so, metal roofing board multiple spot is fixed on by suspension bracket bottom using suspender belt 17 and is hoisted to roofing, be hoisted to after roofing only Needing to untie the suspender belt of metal roofing board and tray chamber can complete to unload.
Using a kind of overlength metal roofing board suspension bracket provided by the utility model, single handling amount is big, metal roofing board dress, Unload conveniently, improve efficiency of construction;Compressing metal roofing board will not be damaged, ensure that metal roofing board construction matter Amount;When overlength metal roofing board suspension bracket is unloaded, suspension bracket need not drop down onto roofing, it is only necessary to after metal roofing board is dropped down onto into roofing, Untiing suspender belt can complete to unload, and lifting safety is reliable;The metal roofing board handling of different length is applicable to, has enough to meet the need utilization rate Height, construction cost is saved.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model System, the technical scheme that the scope of protection of the utility model should be recorded with claim, including the technical scheme that claim is recorded The equivalents of middle technical characteristic are protection domain.Equivalent substitution i.e. within this range is improved, also in the utility model Protection domain within.

Claims (6)

  1. A kind of 1. over-long roof plate suspension bracket, it is characterised in that:It includes girder(1), the girder(1)Bottom end face it is equidistant It is welded with more secondary beams(2), the girder(1)Middle part be fixed with the first vertical rod(16), first vertical rod (16)Top and girder(1)Upper top surface between be installed with main cant beam(7), the main cant beam(7)And girder(1)Between It is welded with truss-like web member structure;The girder(1)With main cant beam(7)The positional symmetry of contact is provided with the first lifting point (20)With the second lifting point(22), in two main cant beams(7)Top be provided with main lifting point(21), first lifting Point(20)On be fixed with the first steel wire rope(3), second lifting point(22)On be fixed with the second steel wire rope(6), in main lifting Point(21)On be fixed with main rope(4), first steel wire rope(3), the second steel wire rope(6)And main rope(4)Top It is hooked on main suspension hook simultaneously(5)On, the main suspension hook(5)It is connected by hoisting wirerope with tower crane.
  2. A kind of 2. over-long roof plate suspension bracket according to claim 1, it is characterised in that:The truss-like web member structure use pair The mode of title is weldingly fixed on girder(1)Upper top surface, it includes the first vertical rod(8), the second vertical rod(10), the 3rd vertical rod(12) With the 4th vertical rod(14), first vertical rod(8)With the second vertical rod(10)Between be welded with the first brace(9);Described second is vertical Bar(10)With the 3rd vertical rod(12)Between be welded with the second brace(11);3rd vertical rod(12)With the 4th vertical rod(14)Between It is welded with the 3rd brace(13);4th vertical rod(14)With the first vertical rod(16)Between be welded with the 4th brace(15).
  3. A kind of 3. over-long roof plate suspension bracket according to claim 1, it is characterised in that:The girder(1)Lower surface pass through More suspender belts(17)By roof boarding(19)It is fixed on its bottom.
  4. A kind of 4. over-long roof plate suspension bracket according to claim 1, it is characterised in that:The girder(1), secondary beam(2), it is main oblique Beam(7)With the first vertical rod(16)Using I-steel.
  5. A kind of 5. over-long roof plate suspension bracket according to claim 1, it is characterised in that:The rod member of the truss-like web member structure Using channel-section steel.
  6. A kind of 6. over-long roof plate suspension bracket according to claim 1, it is characterised in that:Use process middle girder(1)Upper connection There is pull rope(18).
CN201720711628.1U 2017-06-19 2017-06-19 A kind of over-long roof plate suspension bracket Expired - Fee Related CN206844684U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720711628.1U CN206844684U (en) 2017-06-19 2017-06-19 A kind of over-long roof plate suspension bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720711628.1U CN206844684U (en) 2017-06-19 2017-06-19 A kind of over-long roof plate suspension bracket

Publications (1)

Publication Number Publication Date
CN206844684U true CN206844684U (en) 2018-01-05

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ID=60800941

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720711628.1U Expired - Fee Related CN206844684U (en) 2017-06-19 2017-06-19 A kind of over-long roof plate suspension bracket

Country Status (1)

Country Link
CN (1) CN206844684U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113896084A (en) * 2021-08-26 2022-01-07 舟山长宏国际船舶修造有限公司 Single loop wheel machine hoist and mount overlength fan blade gallows

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113896084A (en) * 2021-08-26 2022-01-07 舟山长宏国际船舶修造有限公司 Single loop wheel machine hoist and mount overlength fan blade gallows

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180105

CF01 Termination of patent right due to non-payment of annual fee