CN205367454U - Large -size formwork hoisting machine constructs - Google Patents

Large -size formwork hoisting machine constructs Download PDF

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Publication number
CN205367454U
CN205367454U CN201620010861.2U CN201620010861U CN205367454U CN 205367454 U CN205367454 U CN 205367454U CN 201620010861 U CN201620010861 U CN 201620010861U CN 205367454 U CN205367454 U CN 205367454U
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China
Prior art keywords
beam body
snap ring
suspension bracket
combined
arm beam
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CN201620010861.2U
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Chinese (zh)
Inventor
李智
魏焱波
朱伦宏
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Shanghai Civil Engineering Co Ltd of CREC
Construction Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Original Assignee
Shanghai Civil Engineering Co Ltd of CREC
Construction Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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Priority to CN201620010861.2U priority Critical patent/CN205367454U/en
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Abstract

The utility model relates to a large -size formwork hoisting machine constructs includes, lifting device, the horizontal beam body, connect the gallows, have cross arm combination hole on it, it passes through to connect the gallows the cross arm combine the hole with the horizontal beam body combines mutually movablely, again, the lower extreme of connecting the gallows has and combines the hole on the snap ring, the balance beam body, its upper end have and combine the hole under the snap ring, its lower extreme have with the cooperation portion that the template combines mutually regularly, and, the snap ring, it is connected respectively combine the hole to reach on the snap ring combine the hole under the snap ring, make connect the gallows with the balance beam body combines mutually regularly. The utility model has the advantages of, simple structure, convenient operation, the cost of manufacture is low, and the in -process of hoist and mount does not need the connecting bolt on the form removal, avoids the monolithic to demolish, to hang, to hoist, assemble, but a large amount of manual works are saved in the hoist and mount of direct monoblock template, shorten operating time for the construction progress improves operation rate of machinery simultaneously.

Description

A kind of large-scale formwork hoisting mechanism
Technical field
This utility model relates to the realm of building construction, particularly a kind of large-scale formwork hoisting mechanism, for highway, railway prefabricated beam field formwork hoisting.
Background technology
For high-volume box beam, T beam or plate-girder precast beam field, in model sheetinstallat operation, in city, Donggang City, passage highway engineering four passes through prefabricated 130 of river bridge Box Girder, there is the duration tight, template assembly speed is slow, and assembled process expends substantial amounts of manually, the problem taking hanging device time length.In view of above-mentioned, how to improve construction speed, reduction of erection time, save artificial, reduce hanging device configuration, save cost, it has also become the more significant problem of fine-grained management in engineering construction.
Utility model content
The purpose of this utility model is to solve template to need assembled and assembled slow problem, it is provided that a kind of novel large-scale formwork hoisting mechanism.
To achieve these goals, the technical solution of the utility model is achieved in that a kind of large-scale formwork hoisting mechanism, in order to lift template, includes,
Hanging device;
Cross-arm beam body, the top of described cross-arm beam body has hanger, connects described hanger and described hanging device by steel wire rope so that described cross-arm beam body is combined permanently with described hanging device, and again, the side of described cross-arm beam body has postive stop baffle;
Connect suspension bracket, the upper end of described connection suspension bracket has connection draw-in groove, described connection suspension bracket is combined with described cross-arm beam body mutually actively by described connection draw-in groove, described connection suspension bracket can be slided between described postive stop baffle along described cross-arm beam body, again, the lower end of described connection suspension bracket has combined hole on snap ring;
Shoulder pole beam body, the upper end of described shoulder pole beam body has combined hole under snap ring, the auxiliary section that lower end has with described template is combined permanently of described shoulder pole beam body;And,
Snap ring, it is between described connection suspension bracket and described shoulder pole beam body, and described snap ring connects on described snap ring combined hole under combined hole and described snap ring respectively so that described connection suspension bracket is combined permanently with described shoulder pole beam body.
As the preferred version of a kind of large-scale formwork hoisting mechanism, the top of described shoulder pole beam body has connection batten plate, described connection batten plate has combined hole and described snap ring under snap ring described at least two and is optionally connected with combined hole under wherein snap ring described in.
Preferred version as a kind of large-scale formwork hoisting mechanism, described cross-arm beam body is formed by connecting with in back-to-back fashion by two channel-section steels, described connection draw-in groove system T font structure, described cross-arm beam body is embedded in described connection draw-in groove, to realize being combined actively of described cross-arm beam body and described connection suspension bracket.
Compared with prior art, advantage of the present utility model is including at least following: simple in construction, easy to operate, cost of manufacture is low, does not need the connecting bolt on form removal in the process of lifting, avoid monolithic dismounting, suspension, lifting, again assembly, but direct monoblock formwork hoisting, save a large amount of artificial, shorten the operating time, accelerating construction progress, improves operation rate of machinery simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of an embodiment in this utility model.
Fig. 2 is the structure front view of suspension bracket and shoulder pole beam body in an embodiment in this utility model.
Fig. 3 is the structural side view of suspension bracket and shoulder pole beam body in an embodiment in this utility model.
Fig. 4 is the use view of an embodiment in this utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is elaborated.
Refer to Fig. 1 to being a kind of large-scale formwork hoisting mechanism shown in 4, figure, in order to lift template 7.Its structure is mainly made up of hanging device 1, cross-arm beam body 2, connection suspension bracket 4, shoulder pole beam body 6 and snap ring 5.
Described cross-arm beam body 2 is formed by connecting with in back-to-back fashion by two channel-section steels.The top of described cross-arm beam body 2 has hanger 21, connects described hanger 21 and described hanging device 1 by steel wire rope 3 so that described cross-arm beam body 2 is combined permanently with described hanging device 1.Again, the side of described cross-arm beam body 2 has postive stop baffle, it is prevented that derail when described connection suspension bracket 4 slides in described cross-arm beam body 2.Described postive stop baffle adopts 15mm steel plate to make, and is welded to connect with described cross-arm beam body 2.
Described connection suspension bracket 4 adopts Q235 steel plate to make.The upper end of described connection suspension bracket 4 has the connection draw-in groove slightly larger than described cross-arm beam body 2 sectional dimension, the 5mm~10mm that is of a size of bigger than normal, and structure substantially becomes " T " font.Described connection suspension bracket 4 is combined with described cross-arm beam body 2 phase actively by described connection draw-in groove, described connection suspension bracket 4 can be slided between described postive stop baffle along described cross-arm beam body 2, to regulate the distance between described connection suspension bracket 4, it is suitable for the template 7 of vertical rod different spacing.Again, the lower end of described connection suspension bracket 4 has combined hole on snap ring, in order to and the connection between described shoulder pole beam body 6.
Described shoulder pole beam body 6 forms box combinative structure for 15mm Plate Welding.The top of described shoulder pole beam body 6 has connection batten plate 60, and described connection batten plate 60 has combined hole 600 under snap ring described at least two.The auxiliary section that the lower end of described shoulder pole beam body 6 has with described template 7 is combined permanently.The connecting hole of different positions according to the position of template 7 vertical rod both sides weight and vertical rod, can be selected to connect,
Described snap ring 5 is between described connection suspension bracket 4 and described shoulder pole beam body 6.Described snap ring 5 connects on described snap ring combined hole 600 under the described snap ring of combined hole and correspondence respectively, described connection suspension bracket 4 is combined permanently with described shoulder pole beam body 6, and to adjust the harmony of both sides stress when template 7 lifts, guarantee balance when template 7 lifts, shoulder pole beam body 6 end arranges a closed cutting ferrule according to template 7 vertical rod steel section size size, during lifting template 7, shoulder pole girder level is transferred and is entangled template 7 vertical rod, lifting, shoulder pole girder is oblique blocks vertical rod toward lifting up, after lifting puts in place, suspension hook is transferred, shoulder pole girder level is made to depart from template 7 vertical rod, take out suspender.
Utilize this hanger structure, it is possible to disposable lifting monoblock one side formwork 7, it is not necessary to lift → connect template → installation through traditional handicraft form removal bolt → piecemeal, directly template 7 is lifted to desired location and installs, simple to operation.Have the beneficial effect that: 1, make simple, easy and simple to handle.2, save manually, the reduction of erection time.3, greatly reduce machinery holding time, reduce equipment investment, save cost.4, it is easy to site operation, accelerates speed of application.
Below only have expressed embodiment of the present utility model, it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to utility model patent scope.It should be pointed out that, for the person of ordinary skill of the art, without departing from the concept of the premise utility, it is also possible to make some deformation and improvement, these broadly fall into protection domain of the present utility model.Therefore, the protection domain of this utility model patent should be as the criterion with claims.

Claims (3)

1. a large-scale formwork hoisting mechanism, in order to lift template, it is characterised in that include,
Hanging device;
Cross-arm beam body, the top of described cross-arm beam body has hanger, connects described hanger and described hanging device by steel wire rope so that described cross-arm beam body is combined permanently with described hanging device, and again, the side of described cross-arm beam body has postive stop baffle;
Connect suspension bracket, the upper end of described connection suspension bracket has connection draw-in groove, described connection suspension bracket is combined with described cross-arm beam body mutually actively by described connection draw-in groove, described connection suspension bracket can be slided between described postive stop baffle along described cross-arm beam body, again, the lower end of described connection suspension bracket has combined hole on snap ring;
Shoulder pole beam body, the upper end of described shoulder pole beam body has combined hole under snap ring, the auxiliary section that lower end has with described template is combined permanently of described shoulder pole beam body;And,
Snap ring, it is between described connection suspension bracket and described shoulder pole beam body, and described snap ring connects on described snap ring combined hole under combined hole and described snap ring respectively so that described connection suspension bracket is combined permanently with described shoulder pole beam body.
2. the large-scale formwork hoisting mechanism of one according to claim 1, it is characterized in that, the top of described shoulder pole beam body has connection batten plate, described connection batten plate has combined hole and described snap ring under snap ring described at least two and is optionally connected with combined hole under wherein snap ring described in.
3. the large-scale formwork hoisting mechanism of one according to claim 1, it is characterized in that, described cross-arm beam body is formed by connecting with in back-to-back fashion by two channel-section steels, described connection draw-in groove system T font structure, described cross-arm beam body is embedded in described connection draw-in groove, to realize being combined actively of described cross-arm beam body and described connection suspension bracket.
CN201620010861.2U 2016-01-07 2016-01-07 Large -size formwork hoisting machine constructs Active CN205367454U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620010861.2U CN205367454U (en) 2016-01-07 2016-01-07 Large -size formwork hoisting machine constructs

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Application Number Priority Date Filing Date Title
CN201620010861.2U CN205367454U (en) 2016-01-07 2016-01-07 Large -size formwork hoisting machine constructs

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109368478A (en) * 2018-11-29 2019-02-22 上海建工四建集团有限公司 Fixed system and floor remove handling method
CN110422751A (en) * 2019-08-30 2019-11-08 中国二十二冶集团有限公司 Aluminum electrolysis cell upper part structure hoisting device and its construction method
CN113044732A (en) * 2021-03-01 2021-06-29 中铁大桥局上海工程有限公司 Special hoisting structure of prefabricated bent cap
CN113510624A (en) * 2021-07-14 2021-10-19 贵州詹阳动力重工有限公司 Shot blasting and hanging device for cross beam of all-terrain vehicle

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109368478A (en) * 2018-11-29 2019-02-22 上海建工四建集团有限公司 Fixed system and floor remove handling method
CN110422751A (en) * 2019-08-30 2019-11-08 中国二十二冶集团有限公司 Aluminum electrolysis cell upper part structure hoisting device and its construction method
CN113044732A (en) * 2021-03-01 2021-06-29 中铁大桥局上海工程有限公司 Special hoisting structure of prefabricated bent cap
CN113510624A (en) * 2021-07-14 2021-10-19 贵州詹阳动力重工有限公司 Shot blasting and hanging device for cross beam of all-terrain vehicle

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