CN205772948U - Super High Core Walls Structure soil dead man - Google Patents

Super High Core Walls Structure soil dead man Download PDF

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Publication number
CN205772948U
CN205772948U CN201620485782.7U CN201620485782U CN205772948U CN 205772948 U CN205772948 U CN 205772948U CN 201620485782 U CN201620485782 U CN 201620485782U CN 205772948 U CN205772948 U CN 205772948U
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China
Prior art keywords
dead man
pulley
walls structure
fixed
core walls
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Active
Application number
CN201620485782.7U
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Chinese (zh)
Inventor
宫健
陈宇
赵钊
瞿海雁
孙浩
李凌峰
王仪斌
郑浩
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China Construction Science and Industry Corp Ltd
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China Construction Steel Structure Corp Ltd
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Priority to CN201620485782.7U priority Critical patent/CN205772948U/en
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Publication of CN205772948U publication Critical patent/CN205772948U/en
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Abstract

The utility model discloses a kind of Super High Core Walls Structure soil dead man, including dead man, bearing, rotating pin, pulley, hoist engine and jack, bearing is fixed in the floor coupling beam of Core Walls Structure, rotating pin is inserted in the pin-and-hole of bearing, the lower end of dead man is fixing with rotating pin to be connected, it is fixed with pulley in Core Walls Structure coupling beam above bearing, the steel wire penetrating pulley that the upper end of dead man connects is connected with jack, and the hoisting rope of hoist engine is connected through angle pulley and the fixed pulley being fixed on dead man upper end with suspension hook.Equipment flexible arrangement, area coverage is big in lifting, lift heavy is big, is possible not only to improve on-the-spot efficiency of construction Core Walls Structure within, wins the abundant time for constructing, also can realize standardization, reach the purpose of cost efficiency.

Description

Super High Core Walls Structure soil dead man
Technical field
This utility model relates to a kind of Super High construction hoisting equipment, particularly relates to a kind of Super High Core Walls Structure soil dead man.
Background technology
In recent years, high-rise building many employings backform system, and backform system will make Core Walls Structure closed upper part, cause core Cylinder inner horizontal structural steel member directly cannot be lifted by tower crane, therefore designing a set of independent hanging device is solution problem Key.There is the structures such as partition wall in Super High Core Walls Structure, therefore equipment needs possess the features such as use is flexible more, it is ensured that Boundary of works area all standing.
In prior art, many employing suspension type hanging devices, equipment is dumb, and lifting area coverage is less, and lift heavy is little.
Summary of the invention
The purpose of this utility model is to provide a kind of flexible arrangement, the lifting Super High Core Walls Structure that area coverage is big, lift heavy is big Soil dead man.
The purpose of this utility model is achieved through the following technical solutions:
Super High Core Walls Structure soil dead man of the present utility model, including dead man, bearing, rotating pin, pulley, hoist engine and Jack, described bearing is fixed in the floor coupling beam of Core Walls Structure, and described rotating pin is inserted in the pin-and-hole of described bearing, The lower end of described dead man is fixing with described rotating pin to be connected, and the Core Walls Structure coupling beam above described bearing is fixed with pulley, Pulley described in the steel wire penetrating that the upper end of described dead man connects is connected with described jack, the hoisting rope of described hoist engine It is connected through angle pulley and the fixed pulley being fixed on described dead man upper end with suspension hook.
The technical scheme that thered is provided by above-mentioned this utility model is it can be seen that the Super High core that provides of this utility model embodiment Cylinder soil dead man, equipment flexible arrangement, lifting area coverage is bigger, and lift heavy the most former suspension type hanging device is bigger simultaneously. It is possible not only to improve the on-the-spot efficiency of construction within Core Walls Structure, wins the abundant time for construction, also can realize standardization, Reach the purpose of cost efficiency.
Accompanying drawing explanation
The structural representation of the Super High Core Walls Structure soil dead man that Fig. 1 provides for this utility model embodiment.
Detailed description of the invention
This utility model embodiment will be described in further detail below.
Super High Core Walls Structure soil dead man of the present utility model, its preferably detailed description of the invention is:
Including dead man, bearing, rotating pin, pulley, hoist engine and jack, described bearing is fixed on the floor of Core Walls Structure In coupling beam, described rotating pin is inserted in the pin-and-hole of described bearing, and the lower end of described dead man is fixed with described rotating pin Connect, the Core Walls Structure coupling beam above described bearing is fixed with pulley, the steel wire penetrating institute that the upper end of described dead man connects Stating pulley to be connected with described jack, the hoisting rope of described hoist engine is through angle pulley and is fixed on described dead man upper end Fixed pulley be connected with suspension hook.
Described angle pulley includes the pulley being fixed on inner core floor and the pulley being fixed on described bearing.
Being fixed with three pulleys in Core Walls Structure coupling beam above described bearing, three pulley arrangements are at three of described dead man not Same orientation, the upper end of described dead man connects has three steel wire ropes, three steel wire ropes to be each passed through described three pulleys and three Individual jack connects.
Described bearing is fixed in the floor coupling beam of Core Walls Structure by steel plate and through-wall bolt.
Described hoist engine is fixed on housing floor.
Super High Core Walls Structure soil dead man of the present utility model, compared with original suspension type hanging device, equipment is the most flexible, Lifting area coverage is bigger, and lift heavy the most former suspension type hanging device is bigger simultaneously.It is possible not only to improve on-the-spot Core Walls Structure Internal efficiency of construction, wins the abundant time for construction, also can realize standardization, reach the purpose of cost efficiency.
Specific embodiment:
As it is shown in figure 1, Super High Core Walls Structure soil dead man mainly by dead man, bearing, rotating pin, pulley, 5t hoist engine and 35 tons of jacks composition, dead man is made by Φ 159 × 8 (mm) round steel pipe, bearing and rotating pin then have different-thickness Plate Welding forms.
By through-wall bolt by two pieces of 20mm Interal fixation in Core Walls Structure coupling beam, bearing is welded on steel plate fixing, inserts Rotating pin, dead man fixed with rotating pin by high-strength bolt, be thusly-formed can up and down, the system that swings.
3 steel wire ropes are drawn in dead man end, are guided into by steel wire rope by pulley and pour floor layer, by jack by steel wire rope End is fixed with floor, can be realized the swing of dead man by the degree of tightness of regulation jack.Hoist engine is fixed on housing floor, volume Raising machine steel wire rope by pulley through dead man end, soil dead man system completes.
The above, only this utility model preferably detailed description of the invention, but protection domain of the present utility model not office Being limited to this, any those familiar with the art, in the technical scope that this utility model discloses, can readily occur in Change or replacement, all should contain within protection domain of the present utility model.Therefore, protection domain of the present utility model Should be as the criterion with the protection domain of claims.

Claims (5)

1. a Super High Core Walls Structure soil dead man, it is characterised in that include dead man, bearing, rotating pin, pulley, volume Raising machine and jack, described bearing is fixed in the floor coupling beam of Core Walls Structure, and described rotating pin is inserted into the pin of described bearing Kong Zhong, the lower end of described dead man is fixing with described rotating pin to be connected, and the Core Walls Structure coupling beam above described bearing is fixed with Pulley, pulley described in the steel wire penetrating that the upper end of described dead man connects is connected with described jack, the elevator of described hoist engine Steel wire penetrating angle pulley and the fixed pulley being fixed on described dead man upper end are connected with suspension hook.
Super High Core Walls Structure soil dead man the most according to claim 1, it is characterised in that described angle pulley includes solid The pulley being scheduled on inner core floor and the pulley being fixed on described bearing.
Super High Core Walls Structure soil dead man the most according to claim 2, it is characterised in that the core above described bearing Be fixed with three pulleys in cylinder coupling beam, three pulley arrangements in three different orientation of described dead man, described dead man upper End connection has three steel wire ropes, three steel wire ropes to be each passed through described three pulleys and three jacks connections.
Super High Core Walls Structure soil dead man the most according to claim 3, it is characterised in that described bearing by steel plate and Through-wall bolt is fixed in the floor coupling beam of Core Walls Structure.
5. according to the Super High Core Walls Structure soil dead man described in any one of Claims 1-4, it is characterised in that described hoist engine It is fixed on housing floor.
CN201620485782.7U 2016-05-25 2016-05-25 Super High Core Walls Structure soil dead man Active CN205772948U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620485782.7U CN205772948U (en) 2016-05-25 2016-05-25 Super High Core Walls Structure soil dead man

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620485782.7U CN205772948U (en) 2016-05-25 2016-05-25 Super High Core Walls Structure soil dead man

Publications (1)

Publication Number Publication Date
CN205772948U true CN205772948U (en) 2016-12-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620485782.7U Active CN205772948U (en) 2016-05-25 2016-05-25 Super High Core Walls Structure soil dead man

Country Status (1)

Country Link
CN (1) CN205772948U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108002253A (en) * 2017-11-30 2018-05-08 中国冶集团有限公司 A kind of blast furnace top diffusion valve replacing options

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108002253A (en) * 2017-11-30 2018-05-08 中国冶集团有限公司 A kind of blast furnace top diffusion valve replacing options

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