CN2853976Y - Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction - Google Patents

Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction Download PDF

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Publication number
CN2853976Y
CN2853976Y CN 200520144219 CN200520144219U CN2853976Y CN 2853976 Y CN2853976 Y CN 2853976Y CN 200520144219 CN200520144219 CN 200520144219 CN 200520144219 U CN200520144219 U CN 200520144219U CN 2853976 Y CN2853976 Y CN 2853976Y
Authority
CN
China
Prior art keywords
suit
radial expansion
stock
joist
hollow shape
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
CN 200520144219
Other languages
Chinese (zh)
Inventor
牛其林
王国卿
阎明伟
国久良
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.)
BEIJING RESEARCH INST OF BUILDING ENGINEERING
Original Assignee
BEIJING RESEARCH INST OF BUILDING ENGINEERING
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 BEIJING RESEARCH INST OF BUILDING ENGINEERING filed Critical BEIJING RESEARCH INST OF BUILDING ENGINEERING
Priority to CN 200520144219 priority Critical patent/CN2853976Y/en
Application granted granted Critical
Publication of CN2853976Y publication Critical patent/CN2853976Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a suit self-elevating radial telescopic work bench. The work bench comprises a vertical tower frame body, a pulling yoke around tower frame body, a sleeve shelf and a workbench arranged on the sleeve shelf. The upper pulling yoke is arranged with an electric rod which is connected with a pulling yoke and a sleeve shelf to form the suit lifting mechanism of the frame body. The sleeve shelf is provided with a workbench which can vertically extend. The workbench comprises several sliding extension joists, a steel plate on joist and a soft backstay fixed with a sleeve shelf. The utility model has the advantages of changeable work radius, automatic elevation and subsidence, convenient dismounting, small accommodation area, safety and high economic efficiency. The utility model can be used to work in oval, circular or square buildings, and changes the national work method of building scaffolding, thereby saving materials and labor and shortening the construction period.

Description

The suit that is used for the hollow shape architecture construction is from rising radial expansion structural formula falsework
Affiliated technical field
The utility model belongs to the scaffold technical field of using in the building operations.
Background technology
Domestic existing building operations generally is divided into two big classes both instrument class scaffold and non-instrument class scaffold with scaffold.Still be not fit to very much the scaffold kind of hollow shape architecture construction in the middle of the instrument class scaffold at present, therefore when running into the construction of hollow shape building, in the use of scaffold, all need to set up the scaffold of ' all round victory ' formula usually.Such scaffold exists in use that the recruitment materials are many, floor space is big, set up long defective of dismounting cycle.
Summary of the invention
The purpose of this utility model is that the defective at above-mentioned existence provides a kind of novel suit that is used for the hollow shape architecture construction from rising radial expansion structural formula falsework.It constitutes by the elevating mechanism on vertical metal support body and the support body and with working platform that this elevating mechanism connects.This falsework structure is succinct, easy to operate, has solved a traditional full hall frame and has set up long, many defectives such as floor space is big of time, has not only saved lot of materials and labour cost, but also has satisfied the special requirement of hollow shape architecture construction.
The technical scheme that its technical problem that solves the utility model adopts is: with on an empty stomach round steel pipe is welded into the space lattice, the cross section is the base section and the standard knot of regular polygon, and make vertical vertical pylon body by base section and a plurality of standard knots.Pylon external body suit again can be along the hoisting frame and the stock of the lifting of support body own.Hoisting frame top is provided with electronic dead man, and electronic dead man and hoisting frame and stock are connected as a single entity by upper-lower position, constitutes the sleeve type elevating mechanism of support body with this.Stock is provided with the working platform of expandable.Working platform constitutes by the Steel plate bridge on some groups of suit sliding extension joists, the joist with soft drawn rope that stock is connected and fixed.
The convertible radius of clean-up of the utility model, can from rise from fall, easy accessibility, little, safe and reliable, the economical and efficient of floor space, be suitable for the interior construction of hollow shape special construction building such as avette, circular, square.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described further.
Fig. 1 is an organigram of the present utility model
Sequence number is respectively among the figure: 1. base section, 2. standard knot, 3. support bar, 4. stock, 5. hoisting frame, 6. electronic dead man, 7. soft drawn rope, 8. joist, 9. Steel plate bridge, 10. cable rope.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.With reference to accompanying drawing, base section (1) and standard knot (2) are with round steel pipe is welded into the space lattice on an empty stomach, the cross section is the structural form of regular polygon.Base section (1) is fixed on the ground concrete basis by stone bolt.Standard knot (2) is installed in above the base section (1) by connecting bolt, forms independently vertical vertical pylon body.One end of support bar (3) is installed on the pipe column of pylon body standard knot (2), and the other end is fixed on the building structure concrete, to strengthen stability of tower.Stock (4) is sleeved on the pylon body by the waist drum wheel, can adhere to the pylon body of being made up of standard knot (2) and move up and down.On the two-layer crossbeam of stock (4) Lower Half, install the joist (8) of some groups of expandables respectively, form the structural form of double-deck workbench joist (8).Every group of joist (8) is sleeved on together by three joints, forms for the lattice frame of horizontal slip each other.Joist (8) also is equipped with flexible manipulation device of a cover and special-purpose safety lock fixing apparatus simultaneously.The position, upper end that is fastened on stock (4) by soft drawn rope (7) is held in encorbelmenting of joist (8), makes it be in the operating position of level.Steel plate bridge (9) is laid on above the front end of joist (8), and the two is combined to form the construction operation platform of support body.The hoisting frame (5) of stock (4) upper end is equipped with electronic dead man (6), power controling box, lifting-positioning device and safe anti-drop device.Electronic dead man (6) fuses by upper-lower position with hoisting frame (5) and stock (4), constitutes the sleeve type elevating mechanism of support body.After finishing the pylon installation, set cable rope (10), to guarantee that suit is from the stability that rises radial expansion structural formula falsework.

Claims (5)

1. a suit that is used for the hollow shape architecture construction is from rising radial expansion structural formula falsework, constitute by the sleeve type elevating mechanism on vertical metal support body and the support body and with working platform that this elevating mechanism connects, it is characterized in that: the sleeve type elevating mechanism is to constitute by being sleeved on the support body and by hoisting frame (5) and stock (4) that upper-lower position is connected as a single entity, stock (4) is provided with the working platform of expandable, and the soft drawn rope (7) that described working platform is connected and fixed by the Steel plate bridge (9) on suit sliding extension joist (8), the joist with stock constitutes.
2. the suit that is used for the hollow shape architecture construction according to claim 1 is from rising radial expansion structural formula falsework, and it is characterized in that: base section of pylon (1) and standard knot (2) are that the cross section is the space lattice structural form of regular polygon.
3. the suit that is used for the hollow shape architecture construction according to claim 1 is characterized in that from rising radial expansion structural formula falsework: stock (4) is provided with the waist drum wheel that moves up and down along the pylon support body.
4. the suit of hollow shape architecture construction that is used for according to claim 1 is from rising radial expansion structural formula falsework, it is characterized in that: joist (8) is sleeved on together by three joints, form for the lattice frame of horizontal slip each other, joist (8) is installed on the crossbeam of stock (4) Lower Half and is provided with stretching device and locked instrument.
5. the suit that is used for the hollow shape architecture construction according to claim 1 is from rising radial expansion structural formula falsework, and it is characterized in that: hoisting frame (5) is provided with electronic dead man (6), power controling box, lifting-positioning device and safe anti-drop device.
CN 200520144219 2005-12-13 2005-12-13 Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction Expired - Fee Related CN2853976Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200520144219 CN2853976Y (en) 2005-12-13 2005-12-13 Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200520144219 CN2853976Y (en) 2005-12-13 2005-12-13 Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction

Publications (1)

Publication Number Publication Date
CN2853976Y true CN2853976Y (en) 2007-01-03

Family

ID=37580606

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200520144219 Expired - Fee Related CN2853976Y (en) 2005-12-13 2005-12-13 Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction

Country Status (1)

Country Link
CN (1) CN2853976Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102108784A (en) * 2011-03-18 2011-06-29 北城致远集团有限公司 Special attached lifting scaffold
CN102124172B (en) * 2008-06-23 2013-04-17 智能大厦解决方案有限公司 Platform, in particular interior platform for tubular tower
CN101341303B (en) * 2005-12-16 2013-07-10 格雷戈里·约翰·布莱克 Improved construction system, method and apparatus
CN109424503A (en) * 2017-09-01 2019-03-05 赵晓军 The installation method of center pylon and the construction method of tower

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101341303B (en) * 2005-12-16 2013-07-10 格雷戈里·约翰·布莱克 Improved construction system, method and apparatus
CN102124172B (en) * 2008-06-23 2013-04-17 智能大厦解决方案有限公司 Platform, in particular interior platform for tubular tower
CN102108784A (en) * 2011-03-18 2011-06-29 北城致远集团有限公司 Special attached lifting scaffold
CN102108784B (en) * 2011-03-18 2012-05-30 北城致远集团有限公司 Special attached lifting scaffold
CN109424503A (en) * 2017-09-01 2019-03-05 赵晓军 The installation method of center pylon and the construction method of tower
CN109424503B (en) * 2017-09-01 2020-07-14 赵晓军 Installation method of center tower and construction method of tower barrel

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee